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FLD2005-01006; TDR2005-01016
0 14a 4SAbhu;W4 L 0'm. Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 CASE #: ___ __ ___________ DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ^ ^_ ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: _ WEST: ------------ EAST: _ ? 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 FEES - * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION (Revised 12/30/2004) ---PLEASE TYPE OR PRINT °-- A. APPLICANT, PROPERTYfOWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT MAILING ADDRES$_y???Q?[,_t_ _-- PHONENUMBER:?? FAX NUMBER: 7.aCfZS&-_ PROPERTY OWNER(S): (Must Include ALL ownerrts listed on the deed - provide original signature(s) on page 6) AGENT NAME: ?w1 MAILING ADDRESS:4!6L__t-l&A IA4v _4t .- * d&Mt)_A + t ? LL7ON-- PHONE NUMBER:'_t.) `101V5 46zo I FAX NUMBER: LO-.t 16W& CELL NUMBER:` - -16f. D f"9&_ _- E-MAIL ADDRESS/?_? ?c•i?l?'?[/_?' j ? "AA 42&01K B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) STREET ADDRESS of subject /0??!, ??---- -- LEGAL DESCRIPTION: Ion's . A L Lam- &64&?)616A (if not listed her , please note the location of this document in the s bmittal) PARCEL NUMBER: . z 19 / 5 • J??,j. =Q -ap?.d 00 qz) PARCEL SIZE: -jet 3 Z to. 46 Ae ASS (acres)uare feet) ` v L4 PROPOSED USE(S) AND SIZE(S)/ _?C l f1 (number of dwelling units, hotel rooms or square footage of nonresidential use)E _ __ /_ JUN 0 8 2005 DESCRIPTION OF REQUEST(S) - _ r?? -- PLANN i , DEVELQPM[ -- " f (° Attach sheets and be specific when Identifying the request (Include all requested code deviations; e.g. reduction in required number of parking spaces, speclflc use, etc4 NT SVGS ?A I r rO vl v Page 1 of 6 - Flexible Development Application 2005- City of Clearwater • ? ORIGINAL DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVEi_OPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT I DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES NO (if yes, attach a copy of the applicable documents) I! C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED OR AFFIDAVIT ATTESTING TO THE OWNERSHIP OF THE PROPERTY D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-813.A) Vprovide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain hho 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. ??' L• /.1 !-(?L?il Lj ?1 C.l ?'lL ??L-? LCD ? r • 2. t 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. f 4. The proposed development is designed to minimize traffic congestlon. VL 5. The proposed development is consistent with the community character of the Immediate vicinity of the parcel proposed for development. 6. The design of the proposed development minimizes adverse effects, Including visual, acoustic and olfactory and hours of operation Impacts, on adjacent properties. / l 77 it L'24- Z 4 r;= nip I D) MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER ORIGIN i] Provide complete responses to the seven (7) RESIDENTIAL iNFILL PROJECT CRITERIA- Explain how each criteria is achieved, in detail:: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. 2. The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties. (include the existing value of the site and the proposed value of the site with the Improvements.) 3. The uses within the residential infill project are otherwise permitted in the City of Clearwater. r 4. The uses or mix of use within the residential infill project are compatible with adjacent land uses. 5. The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel proposed for development. 6. The design of the proposed residential Infiii 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. 7. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. nr-31,1 f:=m I71 ^=n MAY t 2 2005 PM NINGDEP ARIMEWT rm e / m t `I CA ??-`n I?IA?wTr-n M?vv,rllcR ORIGINAL Exhibit "A" to Flexible Development Application Proposed Use and Size: 14 Attached Dwelling Units Description of Request: To raze the existing duplex units and single-family homes on Lots 6 and 7 and other existing improvements on site and to construct a 14-unit condominium, four living levels over parking, on-site water treatment vault and landscaping. Requested reductions include: FRONT: (north along Somerset Street) from 15'-25' (MHDR) 10'-15' (T) to 9.67'to concrete entry walk and 13.67' to the building SIDES: from 0-10' (MHDR & T) to a side setback to building 10 and stairwells of 6.5' Written Submittal Requirements: 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. • To the north of this property sits Chalets on White Sands, a 15-unit condominium building which was approved by CDB with a height of 56, our site will consists of a 14-unit condominium with a height of 50'3" and the Chateau on White Sands which sits to the west of the property consists of 13-units and 61.67' to the roof decks. The character of adjacent properties will be compatible to this proposed development. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and building or significantly impair the value thereof. • The proposed condominium structure will meet current Building Code requirements, which will be a significant improvement over current site conditions. A water treatment vault will be located under ground. The property will not be enclosed with a gate system, a laser security system will be installed. 3. The proposed development will not adversely affect the health or safety of persons residing or working within the neighborhood of the proposed use. • All required parking would be provide on site which will help alleviate on-street parking and vehicular congestion/safety. The proposed use is residential which is in uniform with the neighborhood. 4. The proposed development is designed to minimize traffic congestion. • All parking will be contained underneath the building. The proposed development will have one entrance andi one exit to alleviate traffic from stacking on the street. RECEVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER • ORIGINAL 5. The proposed development'is consistent with the community character of the immediate vicinity of the parcel proposed for development. • The proposed development will be surrounded by previously approved project by the CDB (Chalets on White Sands, Chateau on White Sands and Haddon House). The proposed development is keeping within the guidelines of MHDR and Tourist. 6. The design of the proposed development minimizes adverse affects including visual, acoustic and olfactory and house of operation impacts. • The proposed development use is residential as opposed to other more highly intense uses that would be allowable within the tourist district. There will not be any adverse affects. Provide complete responses to the applicable flexibility criteria for the specific land use as listed in each Zoning District to which the waiver is requested. • The existing, proposed and required zoning and land uses are in uniform. The proposed development has met the required density, minimum lot area, building height and kept within the flexibility setbacks and parking requirements. RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 0 .1 . 0 ORIGINAL s Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 r e, 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 $ _ CASE #: -------------------- DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: ------ SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: _ SOUTH:- WEST: _-_-- EAST: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Residential Infill Project (Revised 12/30/2004) -PLEASE TYPE OR PRINT- A, APPLICANT, PROPERTY QWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: ',?-- MAILING ADDRES$pQ o1i?c? 44? PHONE NUMBER: J --4.L-n _ FAX NUMBER; PROPERTY OWNER(S): B. -PROPOSED DEVELOPMENT INFORMATION: (Code Section 4.202.A) STREET ADDRESS of subject LEGAL DESCRIPTION: PARCEL NUMBER: PARCEL SIZE: PROPOSED USE(S) AND (If not listed here, please notg the IQc tlo of this document In the submittal) X5,1 f'. /I Z 1 • QObb . W 70 _ _ i 98m an I?, -- (acres, (number of dwelling units, hotel rooms or square footage of nonresidential use) JUN 08 DESCRIPTION OF REQUEST(S): 4?Jit J PLANNING i'DFIjFL Attach sheets and be specific when identifying the request (Include all requested code deviations; e.g. reduction in required number of plkingg spacas', speclfic.yS.e ti Page 1 of 7 - Flexible Development Application Residential infill 2005- City of Clearwater 1 MAILING ADDRESS4- " LA &-LcZC 6/ C -/;Y, PHONE NUMBER: FAX NUMBER: CELL NUMBER: S!s_ Q?--?E-MAILADDRESS:,CJ?I?[?rtl/A??2?_Lit 0 ORIGINAL DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES documents) WA PREVIOUSLY APPROVED PLANNED UNIT NO _ (if yes, attach a copy of the applicable C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) f? 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) O Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA -Explain stow 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. 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. 44 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. u AV 2005 PLANNING DEPARTMENT CffV0FCtEARVWR 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development- 6& ?Sl?!/.? / r7 z 6. The design of the proposed development minimizes adverse effects, Including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. h ? Provide complete responses to the applicable flexibility criteria for the specific land use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) - Explain how each criteria is achieved, In detail: ORIGINAL E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and 4-202.A.21) 1i3' STORMWATER PLAN including the following requirements: .! Existing topography extending 50 feet beyond all property lines; ? Proposed grading including finished floor elevations of all structures; ? All adjacent streets and municipal storm systems; Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; _ Stormwater calculations for attenuation and water quality; Signature of Florida registered Professional Engineer on all plans and calculations ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ? COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, if applicable F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) G," 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; R'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 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 t=sill be used in determining whether or not deviations to the parking standards are approved; 0/GRADING PLAN, as applicable; ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? . COPY OF RECORDED PLAT, as applicable; G. SITE PLAN SUBMITTAL REQUIREMENTS; (Section 4-202.A) 2`-SITE PLAN with the following information (not to exceed 24'x 36"):??? 11vfl ?® ? All dimensions; North arrow; •„G Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; MAY 12 2005 Index sheet referencing Individual sheets included in package; 7 Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; PLANNING DEPARTMENT 7 All required setbacks; CRY OF CLEARWATER All existing and proposed points of access; T All required sight triangles; ? Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; .01 Location of all public and private easements; Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; 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); G 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: ,/ Land area in square feet and acres; Number of EXISTING dwelling units; _ Number of PROPOSED dwelling units; / ('-.. fln^r nraa r4a%-4orl M ...h -a. ORIGINAL ? Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; .i Size and species of all landscape material; Official records book and page numbers of all existing utility easement; r Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. Ql" REDUCED SITE PLAN to scale (8 1/2 X 11) and color rendering if possible; ? 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, c ?l H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) I1?7I { p?[( "I?? V 1 [V Eta LANDSCAPE PLAN: {]?? v All existing and proposed structures; Names of abutting streets; MAY 12 2005 Drainage and retention areas including swales, side slopes and bottom elevations; _? Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; PLANNING ?p DEPARTMENT RTMEN9 % Delineation and dimensions of all parking areas including landscaping islands and curbing; CITY OF CL EARYVl"TER 1 Proposed and required parking spaces; / Existing trees on-site and immediately adjacent to the site, by species, size and locations, including dripline (as indicated on required tree survey); 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; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. 2-1-' REDUCED LANDSCAPE PLAN to scale (8 %X 11) (color rendering if possible); P-' IRRIGATION PLAN (required for level two and three approval); COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. 1. 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 Infll Redevelopment Project or a Residential infill Project. e /BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; ff' REDUCED 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. SIGNAGE: (Division 19. SIGNS / Section 3-1 ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8'/Y X 11) (color), if submitting Comprehensive Sign Program application. ORIGIN AL 4ACA4 K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ?i s eNt? P 61w Ujuys do#j n.4 e-we r slfl's ? Include as required if proposed development will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's Trip General Manual. Refer to Section A-.aQ C of the Community Development Code for exceptions to this requirement. _ / _ L. SIGNATURE:. I, the and signed, acknowledge that all representations made in this applicatio are true and accurate to the best of my knowledge and authoriz CjV representatives to visit and photograph the property describ d in his application. _,... of property owner or representative 4TE OF FLORIDA, COUNTY OF PINELLAS ?-' 3rn to a pd subscribed before p this /1-f- day of A.D. 20Dj!? to me and/or by who is personally known has duced A) M as ltiflcation. ry public, commission expires: OC 7 4- 1,Z L40(. ,err 41 DOREENJ A. WILLIAMS My COMMISSIOt') # 00155802 ffEXPIRES; October 14, 2006 i-MI.NOTARY FL Notary Service i Bon(t{ns, Ina RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER CITY OF CLEARWATER ORIGINAL AFFIDAVIT TO AUTHORIZE AGENT PLANNING & DEVELOPMENT SERVICES ADMINISTRATION 9??'glEl1??? MUNICIPAL SERVICES BUILDING, 100 SOUTH-MYRTLE AVENUE, 2nd FLOOR PHONE (727)-562-4567 FAX (727) 562-4576 L(?!' (Name of all property owners) 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property: / f rQ1( ?a ?f ?S? PLANNING DEPARTMENT (Nature of request) 3. That the undersigned (has/have) appointed and (does/do) appoint j&Ji 4A ?gf as (his/their) agent(s) to execute any petitions or other documents necessary to 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; f egoing is true and correct. 5. That (1/we), the undersigned authority, hereby certify th?On ,.party er ATE OF FLORIDA, ST COUNTY OF PINELLAS Property Owner Before a the undersigned, an officer duly com?'ssioned by the IA)ws of the State of Florida, on this =J day of v-'),(_ D personally appeared W'; ?, i C? /l f C' 5 who having been first duly sworn deposes and says that he/she fully understands the contents of the affidavit that he/she signed. My Cbmmission Expires: S: application forms/development review/Affidavit to Authorize Agent ( Notary Public DOREEN A. WILLIAMS My COMMISSION # DD 155802 ?aFftie? EXPIRES: October 14, 2006 1'8pp3.NOTARM FL ? > $ eonduig, InF 2. That this property constitutes the property for which a request for a: MAY 12 2005 LETTER OF AUTHORIZATION ? ORIGINAL This letter will serve as authorization for Housh Ghovaee with Northside Engineering Services, Inc. to act as an agent for L'zz? ?L and to execute any and all documents related to securing permits and approvals for the construction on the property generally located at lying within /{' County, State of ? ?- 4?-rlr4- Signature of P perty Owner Address of Property Owner ,q65IZ ?, 7 City/State/Zip Code Print Name of Property Owner `7 - , S- Ja - c??fp P Telephone Number Stat2T foregoing instrument s acknowle ge before me this day of County y`?' who is personally known tome or who has produced -?c as identification and who did (did not) take an oath. t EEN A. WILLIAMS Notary Public iJMISSION # DD t ( nature) IFIS3: October 14, 2006 NotarySeCA -81 WS ?"? Commission # VE] & ? ? (Name of Notary Typed, Printed or Stamped) RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 ORIGINAL Exhibit "A to Flexible Development Application (Residential Infill Project) Ocean Breeze NES Project #502 Description of Request(s) To raze the existing duplex/triplex and other existing improvements on site to construct a 14-unit condominium, which will consist of four living levels over parking, on-site retention and landscaping. In addition to the proposed14 unit condominium project, we request a reduction to the required front setback from 25' (MHDR-Somerset) to 9.67' to concrete entry walk and 13.67' to building; side setback (south) has a flexibility of 0-10, we are requesting a variance of a 6.5' setback to a sidewalk for public access to the ROW to the building stairwells. No signage is proposed at this time. General Applicability Criteria: 1. The proposed development will be in harmony, scale, bulk, coverage, density and character of adjacent properties. This proposed development sits adjacent to two previously approved CDB projects, Chateau on White Sands and Chalet on White Sands. This proposed project will be consistent in size, shape and design. 2. The proposed development will not hinder or discourage adjacent lands. This proposed project will be consistent in value and style and will only increase other values in the surround area; even the non-redeveloped sites. 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood. This project is a residential project which will consist of long-term residency, not transients. 4. The proposed development is designated to minimize traffic congestion by not allowing for any on-street parking. All parking will be contained under the building by residents and their guests. The proposed project will also eliminate any access to arterial streets. Being this project is on a corner lot we have made the ingress to the site at the furthest point as to not cause an stacking on the roads, all stacking will occur on site. 5. The proposed project is keeping within the City's Codes and Guidelines. The project is consistent with previously approved CDB projects (Chalet on White Sands and Chateau on White Sands, .12 Idelwild). 6. The proposed development will be residential which is consistent with the approved use in MHDR and T Districts. RECEVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Residential Infill Project Criteria: Ocean Breeze Page Two E ORIGINAL 1. Due to a long narrow piece of property, it would not be feasible or practical to construct a project meeting the allowable density without asking for some minor variances to the site. The proposed development is also split between two different districts making it a little more challenging to conform to both guidelines. 2. With the redeveloping occurring on Clearwater Beach, no abutting properties fair market value will decrease. Adjacent to the proposed project are three previously approved CDB projects. All four projects are consistent with each other. 3. Residential projects are permitting within the City of Clearwater, within the Zoning Ordinance and Land Uses. 4. The project is compatible with adjacent land uses. There are two other constructed and/or proposed condominium structures adjacent to the proposed project. The project will be compatible with the surround redevelopment projects in respect the setbacks,.height, building characteristics and landscaping. All projects will compliment each other in many ways. 5. In the immediate facility, change is going on all around. Structures which have become dilapidated and unsafe are being razed in the surrounding area. This project is just keeping up with the surrounding development which is occurring. 6. This new proposed project is in keeping with the City of Clearwater as a whole and Clearwater Beach. This project will contain parking to under the building which will relieve on-street parking. Lush landscaping will be planted and will allow for additional single family residents to enjoy our City. 7. The proposed project is consistent with the zoning codes in regards to lot width, height and off-street parking. All parking will be contained under the building, on-site retention will alleviate any run-off into adjacent properties, and minimum setbacks are being requested. . RECEVED MAY 12 2005 PLANNING DEARW ART ART CITY OF A l?catfo ORIGINAL Exhibit KB to Flexible Development pp Continued T Ocean Breeze JUN 0 8 2005 NES: #502 B. Attached Dwellin Pl RNNING DEVELOPmE.N7 -VCS $s: LEARnrc'E.R 1. There is no reduction in the lot area or width. We are consistent with the minimum required 5,000-10,000 square feet lot area and 50-100 feet of lot width. 2. The proposed parcel does not have direct access to any arterial streets. 3. Height: a. The proposed project does not require an increase in height. b. The top of the roof deck will not exceed 50.25' in height with a 42" aluminum railing and an 11' elevator tower from the roof deck. 4. Setbacks a. There are actually two front setbacks on the proposed project, one along Mandalay Avenue and the other along Somerset Street. We are proposing a 9.67" setback along Somerset Street to pavement; our building is 13.67' from the front property line and we are within the flex development range of 0-15 in the front setback on Mandalay which is 10' from the property to the building. We are proposing our retention pond along Mandalay which will be heavily landscaped leaving a more attractive view rather than pavement. Mandalay is a major artery of Clearwater Beach. This is a mixed use street with retail, restaurants, hotels and condos. b. The design and appearance of the front setback along Mandalay will be landscaped (this will be a retention area) and the front along Somerset Street will be the main frontage of the proposed building. All parking will be under the building and give a more upscale appearance. C. Emergency vehicles will not be accessing the property from the rear. Our plan has been retrofitted and conforms with the Fire Marshall for emergency vehicles. Life safety issues have been addressed. d. Not applicable. There is no rear setback on this site. 5. Off-Street Parking a. There will not be any on-street parking. All parking will be contained under the building. The required number of parking spaces for this site is 21. We were able to add 4 additional spaces b. All parking will be contained under the building for all visitors and residents. With all the parking being under the building, this alleviates the cars being seen from the right-of-ways and abutting properties. There is no change in material or texture of the building for this lower floor of parking. 6. The design of the proposed project complies with all Tourist District Design Guidelines. The applicant is proposing a project that supports the number of units allowed by Code through on-site density. The proposed units will be high-end residential as opposed to overnight accommodations and will fit right in with the residential nature and surround parcels. New sidewalks will be installed within the right-of-way along Mandalay and Somerset and the building has been designed to accommodate all residents to have covered parking. • q ORIGINAL The design of the building will be aesthetically pleasing with its design, varying roof heights, balconies, tropical landscaping, etc. With the landscape buffering around the entire perimeter of the building and no visual effects of vehicles, this will make for a pleasant street level look and will become part of the "beach community neighborhood. 1j JUW082005 P r. • LL G }I rwate Planning and Development Services 100 South Myrtle Avenue. Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4576 !;v Z 4 IGINVL ? SUBMIT ORIGINAL SIGHED APPLICATION ? SUBMIT 1 COPY OF THE ORIGINAL APPLICATION including folded site plan CASE #: DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: ZONING & LAND USE CLASSIFICATION OF ADJACENT PROPERTIES: NORTH: 1 SOUTH: / WEST: / EAST: / COMPREHENSIVE LANDSCAPE PROGRAM REQUIREMENTS (Revised 9/19/2001) D.' APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-1004) APPLICANT NAME: MAILING PHONE NUMBER: /n?- S 1 °? - O?[pf?i FAX NUMBER: l? 7. Y `? ?- %?SLD PROPERTY OWNER(S): ,1-2 (Mustinclude AGENT NAME: (Contact r MAILING ADDRESS4 PHONE NUMBER: FAX NUMBER: 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; sectionsletevations, renderings and perspectives may be necessary as supplementary information in addition to the Information provided on this worksheet: 1. - 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. RE(U'DSVED. MAY 12 2005 MONO DERWNENT G Q. OF L? N • • OR I ? L b. The design, character, location and/or materials of the landscape treatment proposefln the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwike permitted on the parcel proposed for development under the minimum landscape standards. 2. Lighting. Any lighting proposed as a part of a Comprehensive Landscape Program is automatically controlled so that the fighting is turned off when the business is closed. 3. Community Character. The landscape treatment proposed In the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. RECEIVED' MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 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. ORIGINAL 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. ,,Vd co t/^ 6. That (Uwe), the undersigned authority, hereby certify that the foregoing is truy Owner WED MAY 12 2005 CITY OF Property Owner COUN'T'Y OF PINEI.I.AS STATE OF FLORIDA, J?Dfore me the undersigned, an officer duly com700'ontenti .oned by the laws of the State of Florida, day of this V=Plu p1` personalty appeared j who having been first duly sworn D oses and says that he/she fully understands of the affidavit th h /she signed. , r n - My Commission Explres: &4- 14 Al, DOREEN A. WILLIAMS t MY CdMMISSION # DD 155802 EXPIRES; WOW 14.2008 AGO 8 eon?g, lnc. gop3 (IOTARY FL Notary 1W, S: application forms/development reviewicomprehensive landscape program application.doc ORIGINAL Exhibit to Comprehensive Landscape Program Application Ocean Breeze -19 Somerset, Clearwater NES #:502 1. Architectural Theme: a. Due to a narrow site and all parking to be located underneath the building, there is a limited amount of landscaping in certain areas which are required. We do meet the 10' landscape buffer on the side which are adjacent to other properties (east and south side. Additional landscaping is being planted in areas where no landscape buffer is required (Tourist district, east side and 1/2 of the south side). The proposed landscaping will be keeping with the already two projects approved in the surrounding area. Some varieties of planting include Tabeubia (Gold Trees), Royal Palms and Dwarf Oleanders. b. While there may be a lack of landscaping on the interior (front fagade of the building), the abundance of lush landscaping surrounding the front of the property and the landscaping surround all other sides should be a bonus. There will be limited sight into the property other than the entrance and exits. 2. Lighting'_ No landscape lighting is proposed at this time. Lighting will be consistent with surround properties and will be designed as to not spill onto adjacent sites. 3. Community Character The proposed landscaping will be a significant improvement for the site and surround area. 4. Property Values The proposed landscaping to the subject site and surround property values when in concert with the proposed high-end residential condominium building. Currently, the Property Appraiser lists the just market value of the subject sites at $554,600.00. Upon completion of all improvements including the new condominium building, on-site retention and landscaping, it is estimated the value of the site will be over $10,000,000.00. 5. Special Area The subject site lies within the "Old Florida District" of Beach by Design. Beach by Design contemplates landscaping that will set Clearwater Beach apart from other municipalities. No only are the proposed landscape materials drought and salt tolerant, but they will also enhance the proposed high-end condominium projecting creating a tropical appearance for this site and surround areas. RECEVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CL.EARWATER Irths e May 11, 2005 Assistant Fire Marshal Steve Stone Clearwater Fire and Rescue Fire Prevention & Investigations Division 600 Franklin Street Clearwater, FL 33756 Ocean Breeze, LLC John Marshall Scott Architects File 0 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM NESTECH@MINDSPRING.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 Ocean Breeze / 19 Somerset FLD2005-01006 Dear Chief Stone: CIVIL • LAND PLANNING • ENVIRONMENTAL • TRANSPORTATION • ORIGINAL In regards to the above project, it has been agreed upon with Chief Grey, our developer and architect that the turnaround given to the fire department for fire truck turn around on site will be located at the northwest corner. It was determined that the 48' length needed for the fire truck to make the turn around was measured from the centerline of the road. Thank you for your cooperation in this matter. Project Director 1 z Z 0 L- b " OXBOWS, cm ?1 co D AM SOMERSET?STREET 4 40` RIGHT-OF WAY C 10' l0' IRASH 2OL20' STAt?M AREA M WE MEW 5' COM WALK -----r- O 24.83' S89'2B 05 E(AI 199.3T'M to WOOD ( ? '? • a SIGN I un0? -, gTap u7 ?L? 1 ?•> O LOBBY LOBBY LOBBY LOBBY / Y c O O ti O O O I I tr?avxnsr Fefkf ?L 4.7? Yv ,2. nnVSL. 2. NV, F_4_ w.so 0' ?W 1 II it II lj? ?-{ II II II 11 I s 1 II II ? II II II ? II 1 i n) u II II II II II II U DERJOU 4 n ti b II II a II II II II T II ?b POCK ??ci t x TRASH II II m? II II II y II 40 VgAK it I ti m ?? II II I 11 II ul it u a 7.25' 0 - - s' I 1 L,) 1 1 1 {:.'......?............ 1df?;:. f ..... r ?. ... L......,.....,..... W?P G' WUM FENCE 61 W"LUM&FCN?CE O I N89'19?53 IY YOPOO(AfS ,?.-' _ 2 y 1, ?T o ci 0 v ;R T, I ASPNAI { SHE L 42) STORY SiiF.7 PAYEt4£t:T W00n FRAME I t>'1 sTORYr. `- - z I M Q u; O O CI N 1 1 SOMERSET STREET 40' RIGHT-OF-WAY t a Y 7 n 2 OQ O t 29 µeR.}pp9 } 11 t.MV 2005 1 i tt}}3 ilrSil? SOMERSET STREET Ei;sf?( lli?4l1 iRISX 24'-10' i ICI ! I??II I IE;. - in®r sneer tn?r ?n? Fiis's!g IN OUT 1;F0{€! ... .......... ' 25 CARS s MP e 0 tl ? o a? 3 m oo< 6 I ? Q y ? LEVEL 1 - (GARAGE LEVEL PLAN) SCALE: 11W=1'-0' RECEIVED OOFEe- A A ` 2105 1 1 . • CD V PLANNING DEPARTMENT CITY OF CLEARWATER 179'.2' I 00 FEB. 8005 ] MMAR. R00 9 II 1MV8005 T-E TERRACE IDBBY TERRACE TERRACE L1?V TERRACE TERRACE LDFBV TERRACE LNYIG LNWO LMNG LhtiVG LNY]O LN41G LN?1G fn6er n.pxr.p mex>:.r ??y mourn mogr: tneeV mom>.r mo-urr Ip®y m>,Rr.r gTCNEN KITCHEN KITCHEN MITCHEN WTCXEN gTLNEN KITCHEN ???•_` o c o 0 o c I:?E?' BEDROOMn BEDROOMn BEOROOMn rrx.?r .va.?rr BEDROOMn BEDROOMn •'n.rY vaxfrr BEOROOMN3 BE=.,!3 ?S4?IlI TERRACE .v.n?>v +vnno- TERRACE TERRACE r'nfra I 'f'"f?'p ERRACE TERRACE I } n Yo- ??f1??1 TOTALl1MNG SPACE ],]SB SQ,rt. iOTALLM1WG $RALE R.d68 fqt iOTALIhWG DACE RA6B fq.R. TOT,LLlM1f DACE 2.lfi8 fell. TOTALlMVO SPACE ],KBfO R. TOTOLII NO DACE ],EEB eplt. TOTILLhWG DACE 2,46 fp M1. LEVEL 2 & 4- (UNIT FIRST FLOOR) SCALE: 118'=1'-0' - 179'-2' :1- O LO®Y W®V LOBBV 1' TERRACE TERRACE TERRACE TERRACE TERRACE TERRACE TERRACE ff??O W V3LL ?JJJ K MASTER BEDROOM ® M STEP BEDROOM INSTER BEDROOM FLSTERBEDROOM AMSTER BEDROOM MPSIERBFDROOM IMBTER BEDROOM ® Of ?Q IY o-x.Yo- m.mil> e.,ps mo-xfr o-upo- m.m,. m W 3 IOBBV LOBBY IDBBV NW cl C) an W ? ? ? ? a ° v ? u U BFDRaoMn BEOaoow n BEDRaoMn BEDRaoMn BEDRaorn J >TER o waxvo f:wme .>axv> D N BEDROOM MR TERRACE TERRACE TEPAACE ? TERRACE TERRACE BEDROOM N] ?' P?Y9N-Ifll7rlfl/1 Z B W .2005 LEVEL 3 & 5 - (UNIT SECOND FLOOR) A SCALE: 1I8'=1'-0' 2 lr u • )) / r V I 1 0a E?.2O0$ ] 29 -00 ] It MAV ]005 __________________n ..-------- __.-------- x i roar t' ? ul??rw uT?rru ? ulN rururn ??\ --------- J ? GDVERFD WERED? , 46YERED COVEREq ? .COVERE COVERCq MEA MEA MEA MEA MEA MEA ? i --------- ----------- ------- ------- ------- ----------- 422 sq ft 577 sq ft 577 sq ft 577 sq ft 577 sq ft 577 sq ft 576 sq ft ' / -- ---' - E?iS'!11 3-6' MGH WALL T-6' HGH WALL II f 513 -------';s 550 sgft 874 sqR 874 sgft 674 sgft 674 sgft 674 sgft 551 sgft____.--'- ll=il1l3? ?4j91.t i --------- ------ COVERED COVERESI `?COVEREO C-RE9, COVEPED COVERE-0i t? si ' . MEA MEP ? AREA MFM EA AREA.' E?j ---------------------- --------- ----------- ---------- ---------- LEVEL 5 - ROOF - SCALE: I' 0 z w?Do w w ? mw3 N U ?-++? Orr U Y l1 L! ?u D N o ,?, E7 c 1fi JAN. 2005 A 3 • E CD 'IV m 0 PLANNING DEPARTMEW r` CITY OF CLEARWATER ilC • 7-w- k Sit 0 RECEIVED Y ?c^^t 7 ti A„i PLANNING DEPARTMENT AO%SAI A- A.-------- OCEAN BREEZE EXTERIOR BUILDING COLORS 1 2 3 4 ?Vnl BUILDING COLOR BENJAMIN MOORE ICED CUBE SILVER 2121-50 BUILDING TRIM COLOR GLIDDEN KITTEN WHITE 30YY781035 RAILINGS/FASCIA/ WINDOW TRIM GLIDDEN KITTEN WHITE 30YY78/035 AWNING MATERIAL SUNBRELLA FABRIC COLOR: FERN 4671-0000 ROOF MATERIAL STANDING SEAM METAL ATAS ALUMINUM COLOR: 13 DOVE GREY 0 May 06 05 12:16p Rogers Beach D?lopment 727`99256 p.2 ?,S- j ,,-3 31 k, s THIS INSTRUMENT PREPARED BY AND RETURN TO: ROGER A. LARSON, ESC?. JOHNSON, POPE,BOKOR, RUPPEL & BURNS, LLP POST OFFICE BOX 1368 CLEARWATER, FL 33767-1368 ORIGINAL KEN BURKE, CLERK OF COURT PINELLAS COUNTY FLORIDA INST#f 2005059676 02/16/2005 at 04:38 PM OFF REC BK. 14122 PG: 2215.2216 Doffype.DEED RECORDING: 578.50 D DOC STAMP: $13300.00 STATUTORY WARRANTY DEED THIS INDENTURE, is made on 17 , 2005, between DUVOISIN COTTAGES, a Florida general partnership ("Gran-for"), whose address is S. 3411 High Drive, Spokane, Washington 99203, and OCEAN BREEZE LLC, a Florida limited liability company ("Grantee"), whose post office address is 200 Brightwater Drive, Unit #2, Clearwater, Florida 33767. W ITNESSETH: Grantor, for and in consideration of Ten Dollars ($10.00) and, other good and valuable consideration to Grantor in hand paid by Grantee, the receipt and sufficiency of which are hereby acknowledged, has granted, bargained and sold to Grantee, and Grantee's heirs, successors and assigns forever, the following described land, situated in Pinellas County, Florida: Lots 7, 8 and 9, Block 2, Revised Map of Clearwater Beach, according to the map or plat thereof as recorded in Plat 600K 11, rage -), puoiic records of Hinellas County, Florida. RECEIVED. MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWANP May 06 05 12:16p Rogers Beach Q - lopment 727, p.3 ORIGINAL SUBJECT to applicable land use and zoning restrictions and to easements, reservations and restrictions of record, if any, which are specifically not reimposed or extended hereby, and to taxes for the year 2005 and subsequent years. Grantor does hereby fully warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever. The tax parcel number for the aforedescribed property is 05/29/15/16362/002/0070. IN WITNESS WHEREOF, Grantor has hereunto set Grantor's hand and seal the day and year first above written. Signed, sealed and delivered in the presence of: Print nam6-`,?/ Print nam ? Ll?tI??iclS?r DUVOISIN COTTAGES, a Florida general partnership By: GEO DUVOISIN As General Partner STATE OF G0InS } COUNTY OF vks^ ) The foregoing instrument was acknowledged before me this "7 day of bL)--cL--- 2005, by GEORGE DUVOISIN, as General Partner of DUVOISIN COTTAGES, a Florida general partnership, on behalf of the Partnership. He (is personally known to me] [has produced cl :u -e, n b as identification]. .?cd. i?-, ?.c.?•?c?cr?c ? Notary Pubfi? Print name_ K ettgloe_. t t My commission expires- ?71 iG JC 17 #337274 v1 - DuvoisinDeed 2 KIVAI I«(Im'" O RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER May 06 05 12:17p Rogers Beach Iopment MAY. 6.2005 12:08PM CRA INSON PA 813-213-5145 Preo_e•t by a retu;rt Im Stephen G. Wafts Attorgey at Law Stephen G. Watts, P.A. 606 Druid Road East Clearwater, FL 33756 727-461-3232 File Number: 05.034 Will Call No., 495 72 9256 p.4 NO. 2551 f'. 2 ORIGINAL --[Space Abort 71is line ForRocording 0awl Warranty Deed This Warranty Deed made this 21st day of April, 2005 between ADELIXID HANGHOFER, an unmarried woman whose post office address is 676 Mandalay Avenue, #111, Clearwater, FL 33767, grantor, and OCEAN BREEZE LLC, a Florida Limited Liability Company whose post office address is 260 Erightmter Drive, Unit 2, Clearwater, FL 33767, granter: (Wheamr need herein the tams 'grantor' and 'grantee' imlode aD the parties m this fastmment and the helm, legal repres atttiva, end assigac of individuals, sad the successors and awAvu ecc1gAr* ioof, t vyu end tra50M) Witnesseth, that said grantor, for and in consideration of t}te sum of TEN AND NO400 DOLLARS (510.00) and other good and valuable considerations to said grantor is hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grandee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Pinellas County, Florida to-wit. Lot 6, Block 2, REVISED " OF CLEAItWATER BEACH, according to the map or plat thereof, recorded in Vat Ilook 11, Page 5, of the Public Records of )?letellas County, Florida Parcel Identification Number, 05-29.15.163614024060 Together with all the teaemente, heredimments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good rig4t and lawful authority to sell and convey said land; that the grantor hereby Uly warrants the tide to said land and will defend the saute against the lawful claims of all pefsous whomsoever, and that said Iond is free of all encumbrances, except taxes accruing subsequent to December 31, 2004. In Witness Whereof, g =W;-has hereunto set grantee's hand and seal the day and year fast above written. Signed, sealed and delivered in our presence: Witness Name: 1 Wane s Name ?'bfl Vd3c! J? MAY 12 2005 nouble7imee PLANNING DEPARTMENT CITY OF CLEARWATER RB11?SMED May 06 05 12:17p Rogers Beach lopment MAY. 6.2005 12:09PMI GRA (NSON PA 813-273-5145 729256 p.5 NU.1?51 P. j ORIGINAL State of Florida County of Pinellas The foregoing instrumeot was acknowledged before me this 2lot day of April, 2005 by ADELHEID HANGHOFER, who (j is personally known ox [X] has produced a drivels license as tificatioa. w /? [Notary Scall No Public 1.?_ My Commission Expires: ..INw1•• wlaw•NM ? ?1fNTNIA V. C S fe0 ? 9 i 2 21 Camn?iolar * G0 EXP4%99112W $ a 'a?N Batdadlhqu? f?i?0.132a'l6q Florida Afarf.• M1E. • ININNININN4••••w••11 RECEIVED MAY 12 2005 WarranfyDee t . ?ago 2 DoubleTlmee PLANNING DEPARTMENT CITY OF CLEARWATER f - Tills DocuiNIF_\7' WAS PRI.... 1:1) 111'. ' Ant) Suomi) III: RI•:1'C1R'N:ED To: GULF COAST TITLE, SERVICES, INC: 2753 STATF: ROAD 580, Surd: 206 CLEARWATER, FLORIDA 34621 (813)716-2888/FAX 791-8090 r u RK CE; 'i V uT RIGINAL MAR 31 2005 MANNING DEPARTMENT C ITL '?r ?r'UEARWATER WARRANTY DEED (§689.02, F.S.) R This DEED, made and executed as indicated below, between Andrew K. McCracken and Anna McCracken, his wife, whose post office address is C/O Andrea Savage 16 Bodo Otto Drive, Mickleton, NJ 08056 [Grantors]; and Adelheid Hanghofer, a single person, whose post office address is 19 Somerset Street, Clearwater Beach, Florida 34630 [Grantee*]. WITNESSETH, that said Grantors, for and in consideration of the sum of One Dollar and other goad-..and valuable consideration to said Grantors in hand paid by said Grantee, the receipt Whereof is hereby acknowledged, have granted, bargained and sold to the said Grantee, and Grantee's. heirs and assigns forever, the following described land: Lot 6 in Block 2 of Clearwater Beach, according to the map or plat thereof as recorded in Plat Book 11, Page 5, Public Records of Pinellas County, Florida. Parcel Number: 05-29-15-16362-002-0060 and said Grantors do hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. x Grange is used for singular or rlurd, as the context requires. IN WITNESS WHEREOF, the Grantors have signed this instrument. GRANTORS: -Z4,1 r Andrew K. McCracken Anna McCracken The foregoing instrument was signed in our presence. IT TESSES: [ THERESAVASKO ] [ CHE ?-L'W ] IRS MAR 31 2005 PLANNING DEPARTMENT CITY OF CLEARWATER MORTGAGE • ORIGINAL • PAGE 2 or raised on the above described property; and the reversions and remainders, rents, issues, .and profits thereof, all of the said property, whether real or personal [the Premises]. TO HAVE'AND TO HOLD the same, and all the estate, right, title, interest, homestead, separate estate, property, possession, claim and demand whatsoever in law and in equity of the MORTGAGORS in and to the same unto the MORTGAGEES, in fee simple, forever. ! PROVIDED ALWAYS, that upon full payment of the promissory note, hereinafter described, secured hereby plus all accrued interest, or extensions or renewals thereof, in whole or in part, and payment of all other indebtedness or liability that may become due or owing hereunder secured hereby, and the MORTGAGORS faithfully and promptly having complied with and performed each and every covenant and provision herein to be complied with and performed by the MORTGAGORS, then these presents shall be void. The MORTGAGORS hereby covenant and agree with the MORTGAGEES that: 1 TITLE - The MORTGAGORS are indefeasibly seized of the Premises in fee simple and has full power and lawful right to convey the same as aforesaid and that it shall be lawful for the MORTGAGEES at all times hereafter peaceably and quietly to enter upon, hold, occupy, and enjoy the Premises and every part thereof, that the Premises and every part thereof are free from all encumbrances; that the MORTGAGORS will make such other and further assurances to perfect the fee simple title to the Premises in the MORTGAGEES as may hereafter reasonably be required; and the MORTGAGORS do hereby fully warrant the title to the Premises and every part thereof and will defend the same against the lawful claim of all persons whomsoever. 2 UNDERLYING DEBT - The sum of money mentioned in this MORTGAGE is evidenced by a promissory note of even date herewith [the Note], the payment of which is secured by this MORTGAGE, and a copy of the Note is attached hereto and incorporated herein by reference. 3 PAYMENTS OF PRINCIPAL AND INTEREST - The MORTGAGORS shall pay principal, interest and all other sums of money which are a part of the indebtedness secured by this MORTGAGE or are payable hereunder when due, whether in due course or under any covenant or stipulation of this MORTGAGE. All sums hereby secured shall bear interest at the highest lawful rate after the same shall become due, whether in due course or under any covenant of this MORTGAGE, until paid. 4 PAYMENT OF TAXES AND ASSESSMENTS - The MORTGAGORS shall pay all taxes and assessments, levies, liabilities, obligations and encumbrances of every nature on the Premises; and the MORTGAGORS shall not suffer or permit any such taxes or assessments on the Premises, or which may be or become a lien on the Premi- ses, to become or remain delinquent or permit any part thereof or any interest therein to be sold for any taxes or assessments; and further shall fern sh am ual'ly'fo'1tHF7-, R L ?'? ?? U LD MAR 31 2005 PLANNING DEPARTMENT Kfl$ B F. '69* CIN OF COIRT 25 5 , 99-394599 DEC- 7-1998 PtlA6 RAIDR P INCLLfli CO 6K 10746 PG 1161 ., .? :. y?.. O RI GI N A *0-1" 1701A lil OF6-0UU EM now PAD 5 - MIX 003 "M 1 $15.00 ?.?., :.???....:; ' ? OOC BTAIP - OR219 3 1.70 _. . l!ORL., 1 - 015.(Y - P CHECK AhT.1F}MG: cllaHi;?: 00 $1.?0 ,? e - l>EPIiIY a?lc THIS INSTRUMENT PREpAREO BY AND RETURN TO• O `r O BRUCE H. BOKOR, ESQ. - JOHNSON, BLAKELY, POPE, BOKOR, KWM d BURNS, PA POST OFFICE BOX 1366 yL CLEARWATER. FL 33757-1368 ?.. WARRANTY DEED THIS INDENTURE, made thls?-=_ day of 1999, by and between GEORGE E. DUVOISIN, whose post office address is 3411 High Drive South, Spokane, Washington 99203 and PETER M. DUVOISIN whose post office address is - ° ' , 4917 Bal Harbour Circle, Chattanooga, Tennessee 37416 ("Grantors) and: DUVOISIN COTTAGES, of the County of Pinellas, in the State of Florida, whose post office address Is 21 Somerset Street, Clearwater, Florida 33767 C Grantee') WITNESSETH: That the Grantors for the sum of Ten Dollars ($10 00) and other == , . good and valuable consideration paid by Grantee the receipt and sufficiency of which x , are hereby acknowledged, grant, bargain, and sell to Grantee and Grantee's heirs and . -:.;. assigns forever, the real property in Pinellas County, Florida, described as: Lot 7 (Seven) Block 2 (Two), Clearwater Beach Subdivision, Section 6. Township 29 South, Range 15 East Property Appraiser's Parcel No. 05/29/15116362/002/0070 TOGETHER WITH all and singular the tenements, hereditaments and appurtenances belonging or in anywise appertaining to the real property. ;L SUBJECT TO taxes for the year of closing, easements and restrictions of record. TO HAVE AND TO HOLD the same to Grantee and Grantee's heirs and assigns, in fee simple forever. rr-3,?=r , ; o- d= PEAR 31 2005. r,?n PLANNING DEPARTMENT ??.. : Y w? t PINELLAS COUNTY FLT, OFF,REC,6K 10746 PO 1102 -- AND the Grantors do covenant to and with the Grantee and Grantee's heirs that said property is free from all liens and encumbrances, and the Grantors hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. This conveyance is subject to minimum documentary stamps In accordance with the provisions of F.A.C. 128 4.014 (2)(c). IN WITNESS WHEREOF, the Grantors have executed this deed under seal on the date aforesaid. • Signed, sealed and delivered in the presence of. f• WITNESSES: Si nature Z)Mygth Pri name Signature 47K.tC.I q J AJ SZ.A/ Print name STATE OF WASHINGTON COUNTY OF SPOKANE ORIGINAL zw.g4 eaty- ` ?- GEOR99 E. DUVOISIN The foregoing instrument was acknowledged before me this as day of r"t.w%6fw • 1999, by GEORGE E. DWOISIN, who (is personally known to me] V/ '? i A? Il A"ck 0"D Notary Pub'tlc, State of Washington A. Kcndmi I Print name: SUd MAR 31 2005 y My commission expires: -7 (I oJ 03 (Affix notary sear IAN"'NG DEPARTMENT JUDY A. KENDALL ' OF CLEARWATER USUC NOTARY P STATE OF WASHINGTON EXPIRES JULY 10, 2003 -2- 1. 1? .j???['(.??.?..YaHi:?f?!:f .?::....M.?....?..•^ 1:.r.:•rr!r.e.-?? w.,ti.. ...,y?•.yK.t4ey+ylr4;cn'?kr...,,•c^r!ar+M•.7 "rv"o--.?.r,!?e Ji!:•,?r•.'.!rYl. .:(T?S?j•??1 ?rpFb( ?. ?•..• :•Y. u'.rjv. .. ?... ?. ... ... ...•. _.. .. ... ... ? .... ?..K.@+i;V.f':.:,•`. •:3•!{:?.:, •!: _?•i ?.. - ? .. t. .. .i.r.•2, ..,?...:. 7 :••?.s,•,?CSI?i'x•t N4 ?? ? •ii? ?, ..., .. ._ sJi.n4-i ;4,V...f)..?•.::t....:'. ,.a t .. ._ -_ ;.1.?,b.:•?t."'.•••%?Mvir.•.• ??CY4•?i? 1/• .. .. r .. .. '. .... .. e•.CaG Y-`s •7S1)t.t'j. ?:l•:,:.'.:e• .r .. ..- , s .. ... PINELLAS COUNTY FLA. OFF.RCC,aK 10T41 PO 1103 ORIGINAL %D? k?A QJ A bA Sign.? Print Me PETER M. DUVOISIN Si nature ' - Aga a it . I? 4 IL E Print Name STATE OF TENNESSEE COUNTY OF AM,l-rOAJ The foregoing instrument was admowiedged before me this Rlq day of 1999, by PETER M. DUVOISIN, who (is personal Gown to q?] or tae-proefe?eet? asidenti?eatieA]. Notary b c, 9 fate ofT?nnessee Print Name ? My commission expires: (Affix notary seal) #19MO VI M AR 31 2n05 PUNNING DEPARTMENT CITY OF CLE 00- a?tiYw>. .y. P .r.. . -3- OW 42 stir 43 1111 - tot r i t 3 i 9 le 0 x rv a. tl o H t 1 a ? Y n? 0 [ L i t II FORM 104 nu,.M1 .-A T- executive lini 80098329 1 his instrument prepared by t0 to Nit?P?ttlirP, N W (.Wn rd ,.".I. r I.nl Made this oZ sP t"1 day of A-dV MRrC Peter Duvoisin and George Edward Duvoisin o.P.5031Pw2033 19 80 . Umeta R G I N A 1 of the County of , State of grantor, and Duvoisin Cottages, 21 Somerset Street, Clearwater Beach, Florida whose post-ofjtceaddress it ofthe County of Pinellas ,Stateof Florida grantee,' WUWStieth: Thattaldgrantor. for and inconsideration of the sum of Ten ($10.00) Dollars, and other good and taluable conttatrctions to said grantor in hand paid by said grantee, the receipt uhtreof it hereby acknowledged, ha granted, bargained and sold to the said grantee, and grantee's heirs, succetson and assigns foreter, thefollowingdae hdland,situate,lyingandbringin Pinellas County, Florida, to-u it: Lot 8, Block 2, Clearwater Beach Subdivision according to the Plat [;hereof recorded in Plat Book 11, Page 5 of the Public Records of Pinellas County, I'lorida /-?- 4 Wit 7 00 0 L} ?. < '1 t and sand grantor das hntby fully warrant the title to said land, and u ill defend At some alainlt the laufut clam: of t all psrsons whowwwr. ` 311 WWWW Wtof, Grantor has hereunto see grantori hand and seal the day and year first abate urittrn Signed, sealed anddr!iuredin ourpresence: seat t Peter Me= Duvoisin 1 641c?csraU r_ Georgeaward Duvo sin Snit STATE OF TLINESSEE COUNTY OF WILTON I HEREBY CERTIFY that on this daybefort mean off cer duly qualtfu d to take ocknau tedgmcnis, rrrlnnolly arp(ared /r?ArC Peter l?to Duvoisin to me I Merv" so b# dopatort(s) JatAbed to and Oho rseeured the forrgnsnp instrununt and arknouledged bcfrrt rise the sseewrion of sent.. I WITNESS my/q"daadefJidalaealhtheCountyandState late oforrsasdOw '° deyof MO. Notary Public t (SM) Mycr:m"Misrlonespsru. )??/ 1t iy?? I aara.lew rw.N.,r,M M n., IT., .I++N rMr001 ' e A r• t MAR 8 2005 PLNgKIING ` 'PARTMENT cry OF d: 'RI?IATER ••Y • O.P.5031wE2034 'ATE OF WASHINGTON LINTY OF SPOKANE I HEREBY CERTIFY that on this day before me, an officer duly alified to take acknowledgments, personally appeared George Edward voisin, to me known to be the person described in and who executed e foregoing instrument and acknowledged before me the execution me. WITNRSS m hand and official seal in the County a State oresaidf is day of 1990. ? .(/ alters a Notary U c My commission expires: ?j F F. i III .3 7, rr\ 7 CL=u V'- MAR 13 1 2005 PLANNING DEPARTO CITY OF CLEARM If, i i r.. Oak& i ORIGINAL 1 iT111 too +sr.,s. ?, .r. t.... r •, F ..? executive line M koo gl ? ORIGINAL M s , . al f N to t M 99 ILI p di I- _ t ,•. i - .r.. e n t in,. r ? ? n, •rl?( r r tr- =• 1 r. DI RL 27; alt: ??? ?? 1 7Q?!5 ° PLANNING DEPARTMENT CITY OF CLEARWAI"ER and said grantor dr es hereby fully w,,s it the title to said land, and is ill defend thr same against the lawful claims , f all persons whonnsorrer. s 3Q XW99 wbtrtai. Grantor hrrrantr, art gramor s hand and seat she day and ytar fuss abut t wnttt is I? S d, a anddeih.eredsne ?I __ _ J/ __Ja i[iGe4--•=ir./•$eali i 1 i Louisa E. Duvoisin, by I( ` US F -I s r r- ra Duvoisin her attoznev-Acij;,tR 4 S) f ?? silk ' ..ter..., ,wall i STATE OF WASHINGTON - • lhi. in?irumcns prcparcd ba ti • W0088330 tt_1!?.,,? "VryY• W ••rru.•• ts,,- rn w .-,w, M .YI•N .II ,NN„ -1 u..+lr w ,,.r.l ., .Y .,rr.., ,a..r,,, OR.5031 RGE 203 5 Made this .? V4f , day of 18 80, fit wern Louisa E. Duvoisin, by George Duvoisin, her attorney-in-fact, under Durable Family Power of Attorney, recorded 9/17/79 in O.R. 015 Page 1 of the county of . State of grantor, and Duvoisin Cottages, 21 Somerset Street, Clearwater Beach, Florida whose post•oJlsce address is ofthecountyof Pinellas State of Florida grantee. R1fll MI#. That said grantor, for and in consideration of the sum of Ten ($10.00) Dollars, and other good and valuablt considerations to said grantor in hand paid by sold gromre. the receipt wherrof is hereby acknowledged, has granted, bargained and told to the said granter, and granirc i heirs, successors and assigns forec er, thefollowingdescribed land, situate, lyingandbringin Pinellas County, Florida, to-ult. COUNTYOF SPOKME . , I HEREBY CERTIFY that on this day before me, an officer duly qualified h, take arkrwv Irdgmrnt,, persuoaity upped led Louisa E. Duvoisin, by her attorney-in-fact, George Duvoisin;i I to me known b be the persont?) desc'nlird to and is ho i s•ruttd the furrgnsng instrument and arkru,ylyda M before me the ereeatton of tame. WITNESSmyhersdandofficialseatintheripuntyandStatrlattafn 'ardayn 1980. tintary lit Mytn 2, sign 21P?__..__. Lot 9, Block 2, Clearwater Beach Subdivision according to the Plat thereof recorded in Plat Book 11, Page 5 of the Public Records of Pinellas County, Florida. .=4 •+c1 Horthside 0 CIVIL • LAND PLANNING • ENVIRONMENTAL • Eaqa"Smaa Pf dec. TRANSPORTATION • ORIGINAL Stormwater Report For: OCEAN BREEZE PROJECT RECEIVED MAY 12 2005 T pIANNIN G EA WpTER CITY OF w- k Ram A. Goel, P.E. #47431 May 2005 Project No. 0502 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 N ESADMI N@MI N DS PRI NG.COM N ESTECH@MI N DSPRI NG.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 • NORTHSIDE ENGINEERING SERVICES 25 YEAR STORM EVENT PROJECT: OCEAN BREEZE PROJECT NO. 502 RUN-OFF COEFFICIENTS PRE-CONSTRUCTION TOTAL DRAINAGE AREA= IMP. AREA = POND AREA= PERV.AREA= C= 0.28 POST-CONSTRUCTION TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C= 0.70 STORAGE CALCULATI ORIGINAL 17,432 SF 0.40 AC 5,400 SF OF IMP. AREA @ C = 0 SF OF POND AREA @ C = 12,032 SF OF PERV. AREA @ C = 17,432 SF 0.40 AC 12,474 SF OF IMP. AREA @ C = 0 SF OF POND AREA @ C = 4,958 SF OF PERV. AREA @ C = PRE-CONSTRUCTION DRAINAGE AREA = TIME OF CONC. Tc = I @ Tc =60 (25 YEAR EVENT= Q(out)=CXIXA= POST-CONSTRUCTION 0.40 AC 60 MIN 3.60 IN/HR 0.40 CFS TIME MIN. T IN/HR Q(in) CFS INFLOW CF OUTFLOW CF STORAGE CF 60.00 3.60 1.01 3,635 1,439 1 2,196 MAX. STORAGE = 2,196 CF WEIR DESIGN TOP. OF WEIR ELEV.= 5.90 FT BOT. OF WEIR ELEV.= 5.60 FT H = 0.30 FT or 4" Q = 0.40 CFS L=Q/3.1*H^1.5 = 0.75 FT or 9" TOTAL VOLUME REQUIRED = 2,196 CF TOTAL VOLUME PROVIDED= 2,238 CF RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 0.45 .1 0.2 0.9 1 0.2 PROJECT NAME : OCEAN BREEZE PROJECT NO.: 502 POND'S STAGE STORAGE DATA : T.O.V. EL.= D.H.W. EL.= W.Q. EL.= BOTTOM EL.= ORIGINAL STAGE ft-NGVD AREA SF AREA AC -,STORAGE CF 6.40 722 0.017 2,599 5.90 722 0.017 2,238 5.60 722 0.017 2,022 4.90 722 0.017 1,516 3.90 722 0.017 794 3.45 722 0.017 - 469 2.80 7221 0.017 0 TOTAL WATER QUALITY CALCULATIONS: DRAINAGE AREA = REQUIRED WATER QUALITY DEPTH = REQUIRED WATER QUALITY VOLUME _ K PROPOSED OUTFACE ELEVATION = RECEIVED AVAILABLE WATER QUALITY = MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 17,432 SF 0.50 IN 726 CF 5.60 FT 2,022 CF MODRET ORIGINAL SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PR03ECT NAME : 502 Ocean Breeze -Pollution Abatement V POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS INCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL . Pond Length to Width Ratio (L/W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom RECEIVED k1AY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 722.00 ft2 2,238.00 ft3 2.00 0.00 ft 1.60 ft 2.80 ft 2.80 ft 5.90 ft 0.30 10.00 ft/d 2.00 20.00 ft/d 0.30 1.00 Design High Water Level Elevation Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond/Exfiltration Trench Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N EleYation of Barrier Bottom Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N . 0100 0.00 0.00 0.00 ORIGINAL MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: 502 OCEAN BREEZE - POLLUTION ABATEMENT V STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 1.73 259.92 1 1.00 466.08 2 24.66 0.00 3 24.66 0.00 4 24.66 0.00 5 24.66 0.00 6 24.66 0.00 7 24.66 0.00 8 24.66 0.00 g 24.66 0.00 RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 0 ORIGINAL MODRET SUMMARY OF RESULTS PROJECT NAME : 502 Ocean Breeze - Pollution Abatement V I CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 1.600 0.000 0.00000 0.00 1.600 0.03901 0.03595 2.73 3.317 0.03289 0.00 0.00523 22.55 2.800 0.00364 0.00 0.00205 52.05 2.422 0.00162 0.00 0.00118., 76.71 2.276 0.00098 0.00 0.00078 101.36 2.180 0.00068 0.00 0.00058 126.02 2.109 0.00051 0.00 0.00045 150.68 2.054 0.00040 0.00 0.00036 175.34 2.010 0.00033 0.00 0.00030 200.00 1.973 .0.00 ll Y 2,305 CITY OF CLEARWATER Maximum Water Elevation: 3.317 feet @ 2.73 hours Recovery @ 22.545 hours * Time increment when there is no runoff Maximum Infiltration Rate: 4.302 ft/day 0 0 ?z z O 00 m m a? ?z 4 T W'. ?f m m v D ::U INFILTRATION : 502 OCEAN BREEZE POLLUTION ABATEMENT V zfflpul SFKM 5"a" Smeea la. CIVIL C LAND PLANNING O ENVIRONMENTAL O TRANSPORTATION C DRAINAGE NARRATIVE FOR OCEAN BREEZE The proposed construction activities consist of the following: O REMOVAL of 5,400 S.F. existing impervious area. 0 Construction of 12,474 S.F. of impervious area. • This will yield a 7,074 S.F. INCREASE of impervious area. ORIGINAL e Construction of an underground vault will provide attenuation for the 25yr / lhr storm event and treatment for a volume of stormwater equivalent to I/2" of rainfall. C Construction of Sanitary Sewer and Water Service Systems to serve the 12 unit building. The project is located in an open basin. Construction of this project will not increase the existing peak discharge rate or volume and no wetland impacts will result from construction of this project. Treatment of stormwater will be achieved by means of natural percolation, through the bottom of the underground treatment vault. The overflow will be piped to an existing inlet on the Southwest corner of Somerset and Mandalay, where it enters the City of Clearwater drainage system. The Drainage Calculations have been prepared to be in accordance with the City of Clearwater Drainage Design Criteria Manual. All appropriate sedimentation/erosion control measures will be implemented during construction. Since no concentrated flows exist or are proposed, it is likely that containment of the project area with silt fencing is all that will be necessary. RECENED ? J9 9 1 n!%'15 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM N ESTECH@MI N DSPRI NG.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 PLANNING DEPARTMENT CITY OF CLEARWATER ORIGINAL FLD2005-01006 19 SOMERSET ST Date Received: 01/31/2005 OCEAN BREEZE, LLC ZONING DISTRICT: MHDR LAND USE: RH ATLAS PAGE: 258A PLANNER OF RECORD: WW RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATFR CLWCoverSheet V 0 Page 1 of 2 Wells, Wayne From: Wells, Wayne Sent: Friday, June 08, 2007 9:21 AM. To: 'Stephen G. Watts' Subject: RE: Ocean Breeze Steve - No fees have been paid. Wayne -----Original Message----- From: Stephen G. Watts [mailto: sgwatts@ta m pa bay. rr.com] Sent: Friday, June 08, 2007 9:03 AM To: Wells, Wayne Subject: RE: Ocean Breeze Wayne, From your email it looks like the $12,874 impact fee has not been paid, but have the fees for the building permit been paid? Thanks so much for your help. Steve Stephen G. Watts Law Offices of STEPHEN G. WATTS, P.A. 606 Druid Road East Clearwater, FL 33756 P: 727-461-3232 F: 727-441-8048 -----Original Message----- From: Wayne.Wells@myClearwater.com [mailto:Wayne.Wells@myClearwater.com] Sent: Friday, June 08, 2007 8:16 AM To: sgwatts@tampabay.rr.com Subject: RE: Ocean Breeze Steve - Under BCP2007-02130 for Ocean Breeze (21 Somerset Street), the Transportation Impact Fee of $12,874 has not yet been paid. Total fees for this building permit are $46,801.48. Wayne -----Original Message----- From: Stephen G. Watts [mailto:sgwatts@tampabay.rr.com] Sent: Thursday, June 07, 2007 11:36 AM To: Wells, Wayne . Subject: Ocean Breeze Wayne, Can you do me a favor, can you find out if impact fees have been paid on the Ocean Breeze development location on Clearwater Beach? Thanks, 6/8/2007 V • ? Page 2 of 2 Steve Susan L. Davis Legal Assistant Law Offices of STEPHEN G. WATTS, P.A. 606 Druid Road East Clearwater, FL 33756 P: 727-461-3232 F: 727-441-8048 6/8/2007 0 Page 1 of 1 Wells, Wayne From: Wells, Wayne Sent: Tuesday, April 24, 2007 3:48 PM To: 'Doreen Williams' Subject: RE: BCP2007-02130 - Ocean Breeze Doreen - I am assuming you are referring to the following comments: Sheet A-02 - Civil plans do not include a "landscape" separator between the ingress and egress lanes of the driveway. Revise. Sheet A-09 and A-10.3 - Provide the height of the entrance/exit gates in the open position (ADA). Additionally, the approval of FLD2005-01006 included the ability of the Fire Department to use this driveway for a turnaround. If such approval anticipated the inclusion of a gate 14 feet high, unimpeded by a column and with no landscape separator in the driveway, then there is an apparent problem with this design. The approved plan under FLD2005-01006 did not include any landscape separator in the driveway. The architectural plans are indicating such. I am not asking for a separator. Also see the second part of comment #2, which appears to be a problem. Sounds like a problem of coordination of architectural plans with the civil plans, and in relation to the CDB approved plans, as well as the architectural plans reviewed as part of the FLD. Wayne -----Original Message----- From: Doreen Williams [mailto:doreen@northsideengineering.com] Sent: Tuesday, April 24, 2007 3:27 PM To: Wells, Wayne Subject: BCP2007-02130 - Ocean Breeze Wayne, in one of your comments you asked for a landscape divider between the ingress/egress. I only have .69 inches. How is this to happen? I can stripe a divider. Sincerely, Doreen A. Williams Doreen A. Williams Project Director Northside Engineering Services, Inc, 601 Cleveland Street, Suite 930 Clearwater, FL 33755 Phone: 727-443-2869 Fax: 727-446-8036 Cell: 727-235-8474 4/25/2007 0 0 a. ,. , LONG RANct? PIANNING Dr•.vta OPMEN•r Rt:vtrW Ms. Doreen Williams Northside Engineering Services Inc. 601 Cleveland Street, Suite # 930 Clearwater, Florida 33755 RE: FLD2005-01006/TDR2005-01016 - 19 - 21 Somerset Street Time Extension Development Order Dear Ms. Williams: June 20, 2006 On June 21, 2005, the Community Development Board (CDB) approved the above application for (1) Flexible Development approval to permit 14 attached dwellings in the Medium High Density Residential (MHDR) District and the Tourist (T) District with a reduction to lot area in the MHDR District from 15,000 square feet to 8,700 square feet and in the T District from 10,000 square feet to 8,700 square feet, a reduction to lot width in the MHDR District from 150 feet to 100 feet, reductions to the front (north along Somerset Street) in the MHDR District from 25 feet to 13.67 feet (to building) and from 25 feet to zero feet (to trash staging area) and in the T District from 15 feet to 13.67 feet (to building), a reduction to the front (east along Mandalay Avenue) in the T District from 15 feet to 10 feet (to building), a reduction to the side (west) setback from 10 feet to zero feet (to trash staging area) in the MHDR District, an increase to building height in the MHDR District from 30 feet and in the T District from 35 feet to 50.25 feet (to roof deck) with perimeter parapets of 5.25 feet (from roof deck) and to allow a building within the required sight visibility triangles, as a Residential Infill Project in the MHDR District, under the provisions of Sections 24041 and 2-803.B; (2) Reduction to the landscape buffer in the MHDR District along Somerset Street from 10 feet to zero feet (to trash staging area) and to the side (west) landscape buffer in the MHDR District from 10 feet to zero feet (to trash staging area), as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G; and (3) Transfer of Development Rights (TDR2005-01016) of two dwelling units to this site from 200 Brightwater Drive, under the provisions of Section 4-1402. Section 4-407 of the Community Development Code requires the application for a building permit within one year of the date the CDB approved the request (June 21, 2006). This same Section allows an extension of time to initiate a building permit, provided good cause is shown and documented in writing within the original period of validity. The Planning Director may also consider whether significant progress on the project is being made and whether or not there are pending or approved Code amendments that would significantly affect the project. On June 8, 2006, you submitted a request for a six-month time extension to apply for a building permit to construct the improvements on this parcel. Your letter cited the problem of delays due to architectural and engineering conflicts, along with marking and sales lagging behind schedule. FR.\'\K I Imin1 m, kh).( m CITY OF CLEARWATER PLANNING DEPARTMENT Pos-r Orru:r Box 4748, CLEARWAfER, FLORIDA 33758-4748 MUNICIPAL. Siiimcrs BUILDING, 100 Sou'rtt Mvtt•r'Lt: Avt:.Nt;r, CLFiARWATER, RmIDA 33756 Tt:LITHONr (727) 562-4567 FAX (727) 562-4865 JuttN DOKAN, C(,t N( ILMI.MlU..R 11()) r 11AM11:MN, CAM M IIA11" iUR xr.n.>nt>u+rR 1Oswx, C(i ® A. Prrer,Sr.\. 0)I AND ArrrR?t:cnv!. Acrm 1'.,MITO) IT" • June 20, 2006 Williams - Page Two is Since the approval of this project, the Code has been amended in the following that affect this project: 1. The requirement for parking has been amended to two parking spaces per unit. This project was approved with 25 parking spaces for 14 attached dwelling units, at a parking ratio of 1.78 parking spaces per dwelling unit. 2. The requirement for parapet height for buildings with flat roofs has been amended to a maximum of 42-inches. While a majority of the parapets/railings for this project meets this requirement, there are architectural "eyebrow" parapets on the front of the building at a height of 5.25 feet (from roof deck). 3. Beach by Design has been revised for the "Old Florida District" to require a maximum building height of 50 feet for buildings located on the south side of Somerset Street (50.25 feet approved under FLD2005-01006), a minimum front setback of 15 feet, except along Mandalay Avenue (13.67 feet approved under FLD2005-01006), building stepbacks for buildings exceeding 35 feet in height (none provided under FLD2005- 01006). In considering the above changes to the Code and Beach by Design, in accordance with the provisions of Section 4-407 of the Community Development Code, I APPROVE a six-month time extension to December 21, 2006, to submit an application for a building permit to construct the site improvements on your parcel at 19 - 21 Somerset Street. In the event you are unable to proceed with the project by submitting for the building permit, the CDB may approve one additional extension of time to initiate a building permit application. Such extension shall not exceed one year, shall be for the project originally approved (or as approved through the Minor Revision process) and shall be for good cause shown and documented in writing. The CDB must receive the request for this extension within the time frame granted by the Planning Director (period of validity after the original extension approved by the Planning Director, which means that any time extension request must be submitted with sufficient lead time to be placed on the CDB agenda that precedes the above expiration date). Good causes may include, but are not limited to, an unexpected national crisis (acts of war, significant downturn in the national economy, etc.), excessive weather-related delays, and the like. The CDB may also consider these same Code amendments enumerated above, whether significant progress on the project is being made and whether or not there are additional pending or approved Code amendments that would further significantly affect the project. Please be aware that the issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. 0 0 June 20, 2006 Williams - Page Three If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Planner III at 727-562-4504. Sincerely, Mic el elk CP Planning Director S: (Planning DepartmentlC D BIFLEX (FLD)IInactive or Finished Applications lSomerset 19 - 21 Ocean Breeze (MHDR + T) - ApprovedlSomerset 19-21 Time Extension Development Order 6.20.06.doc zffluum swmo June 8, 2006 Mr. Michael Delk Planning Director City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33755 RE: FLD2005-01006 / TDR2005-01016 19-21 Somerset Street / Ocean Breeze Dear Mr. Delk: S CIVIL O LAND PLANNING C ENVIRONMENTAL 0 TRANSPORTATION G The above project was issued an approved Development Order on June 21, 2005. Pursuant to Section 4-407, our application will expire on June 21, 2006 if a building permit application is not applied for. At this time, I would like to request a six month extension due to delays with architectural and engineering conflicts along with marketing and sales being behind schedule. Thank you for your consideration in the extension of our Development Order. We look forward to your favorable response. Sincerely, AQor'Je?.A. Williams Project Director ORIGINAL RECEIVED !UN 0 8 2006 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 PLANNING DEPARTMENT NESADMIN@MINDSPRIN6.COM CITY OF CLEARWATER NESTECH@MINDSPRING.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 0 CITY OF C LEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT REVIEW June 24, 2005 Mr. Housh Ghovaee Northside Engineering Services Inc. 601 Cleveland Street, Suite # 930 Clearwater, Florida 33755 RE: Development Order - Case Nos. FLD2005-01006/TDR2005-01016 19 - 21 Somerset Street Dear Mr. Ghovaee: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On June 21, 2005, the Community Development Board reviewed your requests for (1) Flexible Development approval to permit 14 attached dwellings in the Medium High Density Residential (MHDR) District and the Tourist (T) District with a reduction to lot area in the MHDR District from 15,000 square feet to 8,700 square feet and in the T District from 10,000 square feet to 8,700 square feet, a reduction to lot width in the MHDR District from 150 feet to 100 feet, reductions to the front (north along Somerset Street) in the MHDR District from 25 feet to 13.67 feet (to building) and from 25 feet to zero feet (to trash staging area) and in the T District from 15 feet to 13.67 feet (to building), a reduction to the front (east along Mandalay Avenue) in the T District from 15 feet to 10 feet (to building), a reduction to the side (west) setback from 10 feet to zero feet (to trash staging area) in the MHDR District, an increase to building height in the MHDR District from 30 feet and in the T District from 35 feet to 50.25 feet (to roof deck) with perimeter parapets of 5.25 feet (from roof deck) and rooftop, open pavilions of 11.75 feet (from roof deck) and to allow a building within the required sight visibility triangles, as a Residential Infill Project in the MHDR District, under the provisions of Sections 2-404.17 and 2-803.B; (2) Reduction to the landscape buffer in the MHDR District along Somerset Street from 10 feet to zero feet (to trash staging area) and to the side (west) landscape buffer in the MHDR District from 10 feet to zero feet (to trash staging area), as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G; and (3) Transfer of Development Rights (TDR2005-01016) of two dwelling units to this site from 200 Brightwater Drive, under the provisions of Section 4-1402. The Community Development Board (CDB) APPROVED the applications with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria as a Residential Infill Project per Section 2-404.F. 2. The proposal complies with the Flexible Development criteria for attached dwellings per Section 2- 803.13. 3. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. FRANK HIBBARD, MAYOR BIL.I. JONSON, VICfi-MAYOR JOHN DORAN, COUNCB MEMBER HOYT HAMILTON, COUNCILMEMBER (q CARL EN A. PeFFRSeN, COUNCIL MENIBER "EQUAL. EMPLOYMENT AND AFFIRMA'FmM ACTION EMPLOYER" 0 0 June 24, 2005 Ghovaee - Page 2 4. The proposal is in compliance with the criteria and standards for the Transfer of Development Rights per Sections 4-1402 and 4-1403. 5. The development is compatible with the surrounding area and will enhance other redevelopment efforts. 6. The proposal is in compliance with the Old Florida District of Beach by Design. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That a special warranty deed, specifying the number of dwelling units being conveyed or sold from 200 Brightwater Drive and being transferred to this site, be recorded prior to the issuance of any permits for this project. The special warranty deed shall also contain a covenant restricting in perpetuity the use of all platted lots at 200 Brightwater Drive due to the transfer of development rights. Any mortgage holder of the sending site (200 Brightwater Drive) shall consent to the transfer of development rights prior to the issuance of any permits; 3. That a Unity of Title be recorded in the public records prior to the issuance of any permits; 4. That the rooftop, open pavilions be eliminated; 5. That any future freestanding sign be a monument-style sign a maximum four feet in height and designed to match the exterior materials and color of the building; 6. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 7. That a condominium plat be recorded prior to the issuance of the first Certificate of Occupancy; 8. That all Parks and Recreation fees be paid prior to the issuance of any permits; 9. That all Fire Department requirements be met prior to the issuance of any permits; and 10. That Transportation Impact Fees be paid prior to the issuance of the first Certificate of Occupancy. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (June 21, 2006). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending June 24, 2005 Ghovaee - Page 3 the final determination of the case. The appeal period for your case expires on July 8, 2005 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727-562-4504. You can access zoning information for parcels within the City through our website: www.Lnyclearwater.com/ og v/depts/planning. *Make Us Your Favorite! Sincerely, Michae ICP Planning Director S: (Planning DepartmentlCD BIFLEX (FLD)IInactive or Finished Applications lSomerset 19 - 21 Ocean Breeze (MHDR + 7) - ApprovedlSomerset 19-21 Development Order.doc C] • Wells, Wayne From: Wells, Wayne Sent: Tuesday, June 21, 2005 9:10 AM To: Doreen Williams (E-mail) Subject: Letter of Opposition re 19-21 Somerset Street E?j Letter of opposition from Lisa... FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: FAX: .44 6 • tbD3 to Phone: ?'? 3 • 2 S6 FROM: Phone: S ?0 Z ` it 70 - DATE:.- 1O-l S RE: I. i J o%-4-2.r-,ek MESSAGE: L-6 i ?Nt NUMBER OF PAGES(INCLUDING THIS PAGE) 3 i ? • 1 Jun. 15 2005 01:40PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94468036 Jun.15 01:39PM 01'30 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' ##04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HI3P-FAX C435-7329). 0 0 CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX(727)562-4865 LONG RANGE PLANNING DEVELOPMENT REVIEW June 11, 2005 Mr. Housh Ghovaee Northside Engineering Services Inc. 601 Cleveland Street, Suite # 930 Clearwater, Florida 33755 Re: Community Development Board Meeting (Case Nos. FLD2005-01006/TDR2005-01016) Dear Mr. Ghovaee: The Case Nos. FLD2005-01006/TDR2005-01016 for (1) Flexible Development approval to permit 14 attached dwellings in the Medium High Density Residential (MHDR) District and the Tourist (T) District with a reduction to lot area in the MHDR District from 15,000 square feet to 8,700 square feet and in the T District from 10,000 square feet to 8,700 square feet, a reduction to lot width in the MHDR District from 150 feet to 100 feet, reductions to the front (north along Somerset Street) in the MHDR District from 25 feet to 13.67 feet (to building) and from 25 feet to zero feet (to trash staging area) and in the T District from 15 feet to 13.67 feet (to building), a reduction to the front (east along Mandalay Avenue) in the T District from 15 feet to 10 feet (to building), an increase to building height in the MHDR District from 30 feet and in the T District from 35 feet to 50.25 feet (to roof deck) with perimeter parapets of 5.25 feet (from roof deck) and rooftop, open pavilions of 11.75 feet (from roof deck) and to allow a building within the required sight visibility triangles, as a Residential Infill Project in the MHDR District, under the provisions of Sections 2-404.F and 2-803.13; (2) Reduction to the landscape buffer along Somerset Street from 10 feet to zero feet (to trash staging area), as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G; and (3) Transfer of Development Rights (TDR2005-01016) of two dwelling units to this site from 200 Brightwater Drive, under the provisions of Section 4-1402, for property located at 19 - 21 Somerset Street, has been scheduled to be reviewed by the Community Development Board on June 21, 2005. The meeting will take place at 1:00 p.m. in the City Council Chambers, 3`d floor of City Hall at 112 S. Osceola Avenue, Clearwater. If you have any questions, please do not hesitate to call me at 727-562-4504. Sincerely, ?3 04--V . t."\ -\-J " WayneJM. Wells, AICP Planner III S: (Planning Department) C D BIFLEX (FLD)IPernding casesl Up for the next CDBISomerset 19 - 21 Ocean Breeze (MHDR + T) - 621.05 CDB - WWISomerset 19-216 21.05 CDB Letter. doc FRANK HIBBARD, MAYOR BILL. JONSON, VICE-MAYOR JOHN DORAN, COUNCILMEMBER HOYT HAMILTON, COUNCII.MFMI3ER dT% CARLEN A. PETERS(?N, COUNCILMFNIBER "EQUAL EMPLOYMENT AND AFFIRMATIVii ACTION EMPLOYER" 0 0 Wells, Wayne From: Sent: To: Subject: Originals being mailed. Wells, Wayne Saturday, June 11, 2005 11:32 AM Doreen Williams (E-mail) CDB Letters ENC?n IM 171 T-i I n Brightwater 130 Bayway 706 Somerset 19-21 6.21.05 CDB Le... .21.05 CDB Letter... 6.21.05 CDB Let... 0 O ° CV o LAND PLANNING G ENVIRONMENTAL C sm?? lace TRANSPORTATION 0 June 8, 2005 ORIGINAL Mr. Wayne Wells Planner III City of Clearwater Planning Department Y; l x la ?r' 100 S. Myrtle Avenue i Clearwater, FL 33756 Jvi OS .2a 1 P..`..;` RE: FLD2005-01006 fE.NT SVCS 41 19 Somerset Street - 14 Dear Mr. Wells: Please find our responses to the unmet conditions submitted after DRC resubmittal. Environmental Conditions A revised DRC comment letter was submitted to Mr. Scott Rice in regards to the vault. Mr. Rice was satisfied and a copy is attached. Fire Conditions There will be no entrance into the garage by the fire department. Please see attached letter to Chief Strong in regards to fire department setup. It is noted that all underground water mains and hydrants be installed and installed complete. Adequate water supply will be available for fire fighting purposed. Fire hydrant has been placed on an unrestricted line. Please see revision on Sheet C5.1. This sheet has been sent and approved by Ann Downes-Blackburn and resubmitted to the City. Traffic Engineer 20x20 sight distance triangle at the intersection of Somerset and Mandalay has been provided on Sheet C3.1. The word "stop" and a stop bar has been provided. See Sheet C3.1. Zoning Conditions The application has been revised to add Adelheid Handghofer as an owner. The increase in height from 49.25' to 50.25' due to an old survey being used with incorrect BFE. The updated/corrected survey was submitted to the City after DRC comments were addressed and plans were resubmitted. 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 N ESADMI N@MI N DSPRI NG.COM N ESTECH@MI N DSPRI NG.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 9 0 Mr. Wayne Wells June 8, 2005 Page Two ORIGINAL Zoning Conditions continued On Sheets C3.1 and L1.1, sight visibility triangles have been added to the corner of Somerset and Mandalay. Exhibit "B" to the Flex Development Application #4a and 4B and 4d have been revised. Exhibit "B" to Flex Development Application 5b and 5a have been revised. An original signed and sealed site plan has been submitted along with all revised drawings to follow (14 sets). If you have any additional questions, please do not hesitate to call. See you at CDB. Ao ncerely, reen A. Williams Project Director P,FjUN 08 2005 ID ?rj?»y4 Associated Wie diti C ons on FLD2005-01006 -. •` 19 SOMERSET ST . , Environmental Condition Heather Faessler 562-4897 04/22/2005 Underground Vaults are not allowed as water quality facilities. ( page 7 of the Storm Drainage Not Met Design Criteria for the City of Clearwater) -please revise- The City's standard requires the provision of treatment of 1/2 inch of rainfall. 5/18/05 - USE OF A VAULT MAY BE ALLOWED ONLY AS SPECIFICALLY APPROVED BY THE CITY ENGINEER. APPLICANT WAS ADVISED AT DRC THAT THE USE OF A VAULT MUST BE JUSTIFIED. NO JUSTIFICATION HAS BEEN SUBMITTED. Fire Condition Downes Blackburn 562-4327 xt 3025 02/15/2005 Garage entrance must meet minimum 14 ft vertical clearance if entrance to garage to be used as Not Met any part of fire department and/or emergency vehicle turnaround. Any vault under parking lot/garage to be built to HS-20 specifications where fire department or emergency vehicle may be required to drive ( ie. fire department turn around.). Please acknowledge PRIOR TO CDB. 04/26/2005 Where underground water mains and hydrants are to be installed, they shall be installed, Not Met completed, and in service prior to construction as per NFPA-241. Please respond PRIOR TO CDB. 04/26/2005 Ensure adequate water supply for fire fighting purposes. Please respond PRIOR TO CDB. Not Met 04/26/2005 Fire hydrant must be on an unrestricted line. Please respond PRIOR TO CDB. Not Met Parks & Recs Condition No comment to development rights transfer however please note Open Space and Recreation Not Met Impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Solid Waste Condition Explain how Solid Waste and Recycling will be handled ? 05-19-2005 Still not explained how recycling will be handled Traffic Eng Condition Bennett Elbo 562-4775 04/22/2005 1.'rovide 20'x 20' sight distance triangle at the intersection of Somerset Street and Mandalay venue. Objects within the sight distance triangles must not exceed 30" in height from the pavement. (Community Development Code Section 3-904) 5/18/05 - NOT MET Move egress driveway 60' from the intersection to provide turning maneuverability for motorists J exiting driveway. 5/18/05 - DRIVEWAY REDESIGNED AT >160' FROM INTERSECTION. ® Provide the word stop and a stop bar on the pavement using white paint at the egress driveway. 5/18/05 - NOT MET - THIS MAY BE RESOLVED AT BUILDING PERMIT. Provide directional arrows on the pavement to inform motorists of the flow of internal parking garage. 5/18/05 - MET Print Date: 06/06/2005 Not Met Not Met CaseConditons Page 1 of 3 • • FLD2005-01006 19 SOMERSET ST Traffic Eng Condition Bennett Elbo 562-4775 Provide "do not enter" signs at the egress driveway where appropriate. 5/18/05 - WITH R ?DESIGNED DRIVEWAY THIS NO LONGER APPLIES. )c Provide a window/opening for walls that are blocking the sight visibility for motorists parked in a parking stall. 5/18/05 - MIRRORS AND OPENINGS PROVIDED. All of the above to be addressed prior to CDB. General note: Transportation Impact Fees to be determined and paid prior to a C.O. Zoning Condition Wayne Wells 562-4504 04/27/200 6/6/05 - WW Not Met Deed submitted for Ocean Breeze, LLC is not recorded. Unless a recorded deed is submitted, the property has not changed hands and the comment below is still applicable. 5/17/05 & 4/27/05 & 2/22/05 - WW Duvoisin Cottages is not listed by the State Division of Corporations. Is this a corporation? If so, under what capacity is George Duvoisin to the corporation (president, CEO, etc.)? Provide such on the Affidavit to Authorize Agent. 04/27/2005 5/17/05 - WW " " Not Met B Height has now increased to 50.25 feet. Provide information as to why it increased. Exhibit 3a was amended, but now 3b is inconsistent at 49.25. Revise 3b. 4/27/05 & 2/22/05 - WW Revise response under Exhibit "B" for #3a as there is an increase to building height from 35 feet to 49.25 feet. Provide justification. 04/28/2005 5/17/05 & 4/28/05 & 2/22/05 - WW Not Met Show on Sheets C3.1 and L1.1 the visibility triangle at the intersection of Mandalay Avenue and Somerset Street. 04/28/2005 5/17/05 & 5/5/05 - WW per discussion at DRC Not Met Applicant will look at potentially removing some of these pavilions. Depending on what is resubmitted, Staff may raise this concern in the staff report. 4/28/05 - WW Sheet Al and A3 - Concerned with the amount of roofed structures above the main flat roof (at 49.25 feet high). This large amount portrays an appearance that the building is actually 61 feet high (from BFE). Eliminate the rooftop pavilions. 4/28/2005 J 5/17/05 - WW Revise Exhibit "B" to Flexible Development Application #4a and 4b to speak to the criteria for Not Met setbacks for attached dwellings. Setbacks indicated are wrong. Also revise #4d to be correct as to statement (?). 4/28/05 - WW Revise Exhibit "B" to Flexible Development Application #4a and 4b to speak to the criteria. 04/28/2005 5/17/05 - WW " Not Met off-street Revise Exhibit "B" to Flexible Development Application #5b to speak to the criteria for Desi n h b f B id li i G D " " " g y eac nes o gn u e es and in relation to the attached dwellings under parking for the garage. Also, revise 5a from "off-street" to "on-street" parking. 4/28/05 - WW Revise Exhibit "B" to Flexible Development Application #51J to speak to the criteria and in relation J to the Design Guidelines of Beach by Design for the garage. 05/17/2005 Civil site plans must be signed/sealed (one original + 14 copies). Revise submittals. Not Met Print Date: 06/06/2005 CaseConditons Page 2 of 3 r: FLD2005-01006 19 SOMERSET ST 0 CaseConditons Print Date: 06/06/2005 Page 3 of 3 Wells, Wayne From: Rice, Scott Sent: Wednesday, May 18, 2005 10:32 AM To: Wells, Wayne Subject: FLD2005-01006 - 19 Somerset Same concern as with 706 Bayway: Wayne, The applicant has not provided justification for use of a vault to provide stormwater treatment as discussed at DRC. See below: Underground Vaults are not allowed as water quality facilities.( page 7 of the Storm Drainage Design Criteria for the City of Clearwater) -please revise- The City's standard requires the provision of treatment of 1/2 inch of rainfall. 5/18/05 - USE OF A VAULT MAY BE ALLOWED ONLY AS SPECIFICALLY APPROVED BY THE CITY ENGINEER. APPLICANT WAS ADVISED AT DRC THAT THE USE OF A VAULT MUST BE JUSTIFIED. NO JUSTIFICATION HAS BEEN SUBMITTED. This is not a major problem provided the vault can be justified. Other than this the only conditions of approval would be the common conditions. D. Scott Rice Land DeveL Engr. Manager 727-562-4781 scott.rice@MyClearwater.com 0 0 Wells, Wayne From: Rice, Scott. Sent: Wednesday, May 18, 2005 10:37 AM To: Wells, Wayne Subject: FW: FLD2005-01006 - 19 Somerset Almost forgot. Plans do not include a sight triangle at Somerset & Mandalay. D. Scott Rice Land DeveL Engr. Manager 727-562-4781 scott.rice@MyClearwater.com -----Original Message----- From: Rice, Scott Sent: Wednesday, May 18, 2005 10:32 AM To: Wells, Wayne Subject: FLD2005-01006 - 19 Somerset Same concern as with 706 Bayway: Wayne, The applicant has not provided justification for use of a vault to provide stormwater treatment as discussed at DRC. See below: Underground Vaults are not allowed as water quality facilities.( page 7 of the Storm Drainage Design Criteria for the City of Clearwater) -please revise- The City's standard requires the provision of treatment of 1/2 inch of rainfall. 5/18/05 - USE OF A VAULT MAY BE ALLOWED ONLY AS SPECIFICALLY APPROVED BY THE CITY ENGINEER. APPLICANT WAS ADVISED AT DRC THAT THE USE OF A VAULT MUST BE JUSTIFIED. NO JUSTIFICATION HAS BEEN SUBMITTED. This is not a major problem provided the vault can be justified. Other than this the only conditions of approval would be the common conditions. D. Scott Rice Land DeveL Engr. Manager 727-562-4781 scott.rice@MyClearwater.com Northside • ORIGINAL LETTER OF TRANSMITTAL CIVIL • LAND PLANNING • ENVIRONMENTAL • TRANSPORTATION • Date: 5/20/05 RECEIVED To: Wayne Wells, Planner III Planning Department, City of Clearwater 100 S. Myrtle Ave, #210 MAY 2 4 2005 Clearwater, FL 33756 PLANNING DEPARTMENT Reference: Ocean Breeze material for CDB CITY OF CLEARWATER NES Proj# 0502 We Transmit: Enclosed Under Separate Cover Originals Mail UPS Overnight X Prints Pick-Up X Hand Delivered Addendum Shop drawings Specifications Applications Per Your Request For Your Review & Comment Floppy Disk For Your Use For Your Approval X For Your Files For Your Information Copies Date Description 15 5/20/05 Warrantee Deeds 15 5/20/05 Affidavit to Authorize Agent Applications Please contact us at (72) 43-2869 should you have any questions or comments. By: re n Williams, Pr ' ct Director Copies To: File 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 N ESADMI N@MI N DS PRI NG.COM N ESTECH@MI N DS PRI NG.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 PREPARED BY r 1'111$ DOCUMENT WAS f AND S11OUL) Iii: Rr1-UP.'-"i.:n To: GULF COAST TITLE SERVICES, INC., 2753 STATF. ROAD 580, St,'rrr•. 206 CLFARWATtR, n ORinA 34621 (813)726-2888/FAx 791-8090 irvaL- .1L` I ,'.i\ ? 2 4 2005 ORIGINAL pLmING DEPARTMENT CItY JFCLEFtRtVASER c_ WARRANTY DEED (§689.02, F.S.) This DEED, made and executed as indicated below, between Andrew K. McCracken and Anna McCracken, his wife, whose post office address is C/O Andrea Savage 16 Bodo Otto Drive, Mickleton, NJ 08056 [Grantors]; and Adelheid Hanghofer, a single person, whose post office address is 19 Somerset Street, Clearwater Beach, Florida 34630 [Grantee*]. «VITNESSETH, that said Grantors, for and in consideration of the sum of One Dollar and other good and valuable consideration to said Grantors in hand paid by said Grantee, the receipt whereof is hereby acknowledged, have granted, bargained and sold to the said Grantee, and Grantee's heirs and assigns forever, the following described land: Lot 6 in Block 2 of Clearwater Beach, according to the map or plat thereof as recorded in Plat Book 11, Page 5, Public Records of Pinellas County, Florida. Parcel Number: 05-29-15-16362-002-0060 U+- and said Grantors do hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. Gtvwee is used for singular or plural. as the context rquires. \ IN WITNESS WHEREOF, the Grantors have signed this instrument. GRANTORS: aZ-e-? Ift '6jo--J?? ?.J h'1 r (' f 4.1 q !D Andrew K. McCracken Anna McCracken The foregoing instrument was signed .in our presence. IT TESSES: [ THERESA VASKO [ CN1raYt-L'W MORTGAGE ORIGINAL. PAGE 2 or raised on the above described property; and the reversions and remainders, rents, issues, ..and profits thereof, all of the said property, whether real or personal [the Premises). TO HAVE AND TO HOLD the same, and all the estate, right, title, interest, homestead, separate estate, property, possession, claim and demand whatsoever in law and in equity of the MORTGAGORS in and to the same unto the MORTGAGEES, in fee simple, forever. PROVIDED ALWAYS, that upon full payment of the promissory note, hereinafter described, secured hereby plus all accrued interest, or extensions or renewals thereof, in whole or in part, and payment of all other indebtedness or liability that may become due or owing hereunder secured hereby, and the MORTGAGORS faithfully and promptly having complied with and performed each and every covenant and provision herein to be complied with and performed by the MORTGAGORS, then these presents shall be void. The MORTGAGORS hereby covenant and agree with the MORTGAGEES that: 1 TITLE - The MORTGAGORS are indefeasibly seized of the Premises in fee simple and has full power and lawful right to convey the same as aforesaid and that it shall be lawful for the MORTGAGEES at all times hereafter peaceably and quietly to enter upon, hold, occupy, and enjoy the Premises and every part thereof, that the Premises and every part thereof are free from all encumbrances; that the MORTGAGORS will make such other and further assurances to perfect the fee simple title to the Premises in the MORTGAGEES as may hereafter reasonably be required; and the MORTGAGORS do hereby fully warrant the title to the Premises and every part thereof and will defend the same against the lawful claim of all persons whomsoever. 2 UNDERLYING DEBT - The sum of money mentioned in this MORTGAGE is z ik evidenced by a promissory note of even date herewith [the Note], the payment of which is secured by this MORTGAGE, and a copy of the Note is attached hereto and incorporated herein by reference. `1+ W U 3 PAYMENTS OF PRINCIPAL AND INTEREST - The MORTGAGORS shall pay principal, interest and all other sums of money which are a part of the indebtedness 0 secured by this MORTGAGE or are payable hereunder when due, whether in due course V or under any covenant or stipulation of this MORTGAGE. All sums hereby secured a shall bear interest at the highest lawful rate after the same shall become due, whether in due course or under any covenant of this MORTGAGE, until paid. 4 PAYMENT OF TAXES AND ASSESSMENTS - The MORTGAGORS shall pay all taxes and assessments, levies, liabilities, obligations and encumbrances of every nature on the Premises; and the MORTGAGORS shall not suffer or permit any such taxes or assessments on the Premises, or which may be or become a lien on the Premi- ses, to become or remain delinquent or permit any part thereof or any interest therein to be sold for any taxes or assessments; and further shall furnish annually to the • ORIGINAL CITY OF CLEARWATER . AFFIDAVIT TO AUTHORIZE AGENT PLANNING & DEVELOPMENT SERVICES ADMIMSTRATION MUNICJPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2"0 FLOOR PHONE (727)-562-4567 FAX (7271562-4576 1. That (i am/we are) the owner(s) and record title holder(s) of the following described property: Irl (Nature of nquesq ,/ 3. That the undersigned (has/have) appointed and (does/do) appoint15tS W?dtJi4'#. /I / as (nism ek) Bp"i7 to exdaule only vstTtton?? ex+er dea,me?d. naaea.ery to such on; 4. That this affidavit has been executed to ind uce the City of Clearwater, Florida -to consider and act on the above described property; 3. That (Ilwe), the undersigned authority, hereby certi; th ng i come o _ n CL G? My (Amer Property Owns, STATE OF FLORIDA, COUNTY OF PtWUAs yBBefoore?me the un ign , an officer duly mi Issioned ? .d.' V` Wpe?rs°nally appeared R the tows of tha Stats of Florlds, on this day or LIQ ?,,z'-?,? who having been first duly sworn deposes and says that f)0/she fully understands the contents of the of ids t he/she signed. I My Commission Expires. A_ Q ? 3: appitwtlan torna/dovotoprrwnt ravkWAtMOV4 to Avth -. l =J ........ fir%y CYNTHI.................... AY................ f--. COX Commission N DD0212UO Z ik d LU LLL .. mr L Expires 8/31/2007 r "t * !a Banded "ough ", , rX t ?ti00132J251) Florida ....NOW Assn., .If ??. . . q LU i , LLj U V 6, Z O 2. That this property constitutes the property for which a request for a: Horthside • CIVIL • LAND PLANNING • ;,? ENVIRONMENTAL • ,,,, Sentiaa las TRANSPORTATION • May 6, 2005 ORIGINAL Mr. Wayne Wells City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 RE: FLD2005-01006 -19 Somerset Ocean Breeze NES #502 March 3, 2005 DRC Response Dear Mr. Wells: Listed below are our responses to the DRC Comments dated Mat 5, 2005. The narratives have changes to coincide with the revised drawings. General Engineering: 1. All substandard sidewalks and sidewalk ramps adjacent to or a part of the project will be brought up to standard including ADA (truncated domes per D.O.T. Index 3304). See Sheet C5.1 2. Ductile iron pipe will be installed between tap and water meter and tap and backflow preventor. See Sheet C4.1 3. Applicant to be responsible for all associated fees and other installation fees relating to the water main extension from the tap to the device. 4. A separate right-of-way permit will be obtained for all work in the right-of-way. Environmental: 1. Proposed underground vault to remain meeting all Stormwater requirements. Previous vaults have been approved for several projects and we will continue to work closely with the City's Stormwater Department. The current parcel has two front setbacks. This leaves no room for retention due to the pond will be abutting sidewalks. The side and rear setback are limited to 10'. Due to the lot being long and narrow, and the landscape buffer having to meet a 10' minimum, the pond would not be practical. There would be little room for pond maintenance. Fire: 1. 2. A 14'-0" vertical clearance has been provide for fire department turnaround for a depth of 27'-8" from property line to face of garage door. This requirement was agreed upon by Joel Grey. The 48' distance needed has been measured from the center line of the road. Adequate water supply will be maintained. 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 N ESADMI N@MI N D5 PRI N6.COM N ESTECH@MI N DSPRI N6.COM 727 • 443 - 2869 FAX 727 - 446 - 8036 • ! ORIGINAL Mr. Wayne Wells May 6, 2005 Page Two 3. All underground water mains and hydrants to be installed will be complete and in compliance with NFPA-241. 4. Fire hydrants will be on an unrestricted line. See Sheet C4.1 Landscapinz: 1. The two Plumbago's have been removed off the pavement. See Sheet L1.1. Parks and Recreation: 1. If applicable Open Space and recreation Impact fees are due, they will be paid prior to issuance of building permits. Stormwater; 1. Previously met condition. See vault detail on Sheet C5.1. 2. Inlet to have sufficient depth. See invert elevation of existing structure on Sheet C4.1 with "to code" specified. Prior to Building Permit: 1. SWFWMD permit or exemption letter to be provided. 2. Architectural plans will identify roof drains and demonstrate run-off from site through vault. 3. Swale sections C-C00. Sheet C4.1 will prevent run-off from leaving the site. Solid Waste: 1. Solid waste will be a roll-out dumpster to a 10x10 staging area. See location on Sheet C3.1. Recycling bins will not be located on site. We do realize a fee will still be accessed weather or not it is being used. Trafrw Enzineering: 1. 20'x20 sight distant triangles are no longer needed due to this exit being removed from the plans. 2. Driveway has been relocated 62'-4" to the west of the intersection of Somerset St. and Mandalay Bdv. 3. No longer applicable. Egress has been deleted from plans. 4. Directional arrows have been placed on pavement. See Sheet 3.1. 5. No longer applicable. Egress has been deleted from plans 6. Openings will be provided in walls for sight visibility. Actual size will need to be coordinated with engineers as these are planned to be load bearing walls. Where openings are not able to be place (elevator walls, etc.) mirrors will be located to aid visibility. JUN 0 3 2005 Mr. Wayne Wells May 6, 2005 FLD2005-01006 Page Three Planning 1. We understand the proposed attached dwellings (condos) are not the "preferred" development per staff and we wish to still continue with this project as is to move forward to CDB. 2. No longer an issue regarding Duvoisin Cottages. The property is now owned by Ocean Breeze, LLC, with Roland Rogers and members agent. 3. Lot area response has been revised on Exhibit B 4. Increase in building height response has been revised on Exhibit B 5. Comprehensive Landscape Program Application has been provided. 6. Site visibility triangles are located on Sheet C3.1 and Ll.l. 7. Colors have been added to Sheet A-1. 8. Columns are planned to be transferred from each side of corridor on the floors above to columns on each side of parking spaces. 9. Exhibit "B" #6 response has been revised. 10. Parking garage is shown 15' from floor to floor to provide fire department clearance of 14' for truck turnaround. 11. Roof slab edge has been extended to align with floor below and to have the same railing design as below 12. Roof slab edge has been extended to align with floor below and to have the same railing design as below. Also, railing "X" details have been added to south elevation. 13. Roof top pavilions are open on all sides and are not enclosed spaces. When looking from the street, the sky will be visible through the columns and not be perceived as another floor. Further, eliminating the pavilions although will detract from the character of the building, leaving a less interesting facade with less horizontal relief. 14. Notation has been revised as requested. 15. Garage level is required to have fresh air ventilation per building code. With this in mind and that it needs to be a secured area, the street facade uses the same railing details as the floors above on top of a knee wall. This will visually shield the cars on the inside and tie the building together as a whole, so it does not seem like a building on top of a parking garage. 16. Exhibit "A" application for "required reductions" have been revised. 17. Proposed value of the property has been included in application 18. Exhibit "A" has been revised regarding Item #4. 19. Exhibit "A" #5 has been corrected. 20. Exhibit "A" has been revised. 21. Exhibit "B" has been revised as to reduction of lot area. ORIGINAL Mr. Wayne Wells May 6, 2005 FLD2005-01006 Page Four 22. Exhibit "B" has been revised to reflect correct building height. 23. Exhibit "B" has been revised regarding criteria. Planning continued 24. Exhibit "B" has been revised. There are no longer "garages", only under the building parking. 25. Exhibit "B" has been revised to reflect correct building height. 26. Exhibit "A" has been revised as to intensity of allowable uses. 27. Exhibit "A" has been revised to reflect adjacent properties. 28. Exhibit "A" has been revised to correct on-street parking 29. Exhibit "A" has been revised. The sentence has been removed as I was also unclear on meaning. If any additional information is needed, please do not hesitate to contact me at your convenience. Sincerely, oreen A. Williams Project Director Horthside E"&"Sw.tua 9.w. May 6, 2005 Mr. Wayne Wells City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 RE: FLD2005-01006 -19 Somerset Ocean Breeze NES #502 March 3, 2005 DRC Response Dear Mr. Wells: 0 ORIGINAL CIVIL • LAND PLANNING • ENVIRONMENTAL • TRANSPORTATION • Listed below are our responses to the DRC Comments dated May 5, 2005. The narratives have changes to coincide with the revised drawings. General Enzineerinz. 1. All substandard sidewalks and sidewalk ramps adjacent to or a part of the project will be brought up to standard including ADA (truncated domes per D.O.T. Index 3304). See Sheet C5.1 2. Ductile iron pipe will be installed between tap and water meter and tap and backflow preventor. See Sheet C4.1 3. Applicant to be responsible for all associated fees and other installation fees relating to the water main extension from the tap to the device. 4. A separate right-of-way permit will be obtained for all work in the right-of-way. Environmental: 1. Proposed underground vault to remain meeting all Stormwater requirements. Previous vaults have been approved for several projects and we will continue to work closely with the City's Stormwater Department. The current parcel has two front setbacks. This leaves no room for retention due to the pond will be abutting sidewalks. The side and rear setback are limited to 10'. Due to the lot being long and narrow, and the landscape buffer having to meet a 10' minimum, the pond would not be practical. There would be little room for pond maintenance. Fire: 1. 2. A 14'-0" vertical clearance has been provide for fire department turnaround for a depth of 27'-8" from property line to face of garage door. This requirement was agreed upon by Joel Grey. The 48' distance needed has been measured from the center line of the road. Adequate water supply will be maintained. 0 7D 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM N ESTECH@MI N DSPRI NG.COM 727 - 443 - 2869 FAX 727 • 446 • 8036 • • ORIGINAL Mr. Wayne Wells May 6, 2005 Page Two 3. All underground water mains and hydrants to be installed will be complete and in compliance with NFPA-241. 4. Fire hydrants will be on an unrestricted line. See revised Sheet C4.1. LandscaninQ: 1. The two Plumbago's have been removed off the pavement. See Sheet L1.1. Parks and Recreation: 1. If applicable Open Space and recreation Impact fees are due, they will be paid prior to issuance of building permits. Stormwater: 1. Previously met condition. See vault detail on Sheet C5.1. 2. Inlet to have sufficient depth. See invert elevation of existing structure on Sheet C4.1 with "to code" specified. Prior to Buildinje Permit: 1. SWFWMD permit or exemption letter to be provided. 2. Architectural plans will identify roof drains and demonstrate run-off from site through vault. 3. Swale sections C-C00. Sheet C4.1 will prevent run-off from leaving the site. Solid Waste: 1. Solid waste will be a roll-out dumpster to a 10x10 staging area. See location on Sheet C3.1. Recycling bins will not be located on site. We do realize a fee will still be accessed weather or not it is being used. Tragic En ineering: 1. 20'x20 sight distant triangles are no longer needed due to this exit being removed from the plans. 2. Driveway has been relocated 62'-4" to the west of the intersection of Somerset St. and Mandalay Bdv. 3. No longer applicable. Egress. has been deleted from plans. 4. Directional arrows have been placed on pavement. See Sheet 3.1. 5. No longer applicable. Egress has been deleted from plans 6. Openings will be provided in walls for sight visibility. Actual size will need to be coordinated with engineers as these are planned to be load bearing walls. Where openings are not able to be place (elevator walls, etc.) mirrors will be located to aid visibility. 0 V [E FIP[ N C 8 p is • Mr. Wayne Wells May 6, 2005 FLD2005-01006 Page Three Planning 9 ORIGINAL 1. We understand the proposed attached dwellings (condos) are not the "preferred" development per staff and we wish to still continue with this project as is to move forward to CDB. 2. No longer an issue regarding Duvoisin Cottages. The property is now owned by Ocean Breeze, LLC, with Roland Rogers and members agent. 3, Lot area response has been revised on Exhibit B 4. Increase in building height response has been revised on Exhibit B 5. Comprehensive Landscape Program Application has been provided. 6. Site visibility triangles are located on Sheet C3.1 and L1.1. 7. Colors have been added to Sheet A-1. 8. Columns are planned to be transferred from each side of corridor on the floors above to columns on each side of parking spaces. 9. Exhibit "B" #6 response has been revised. 10. Parking garage is shown 15' from floor to floor to provide fire department clearance of 14' for truck turnaround. 11. Roof slab edge has been extended to align with floor below and to have the same railing design as below 12. Roof slab edge has been extended to align with floor below and to have the same railing design as below. Also, railing "X" details have been added to south elevation. 13. Roof top pavilions are open on all sides and are not enclosed spaces. When looking from the street, the sky will be visible through the columns and not be perceived as another floor. Further, eliminating the pavilions although will detract from the character of the building, leaving a less interesting fagade with less horizontal relief. 14. Notation has been revised as requested. 15. Garage level is required to have fresh air ventilation per building code. With this in mind and that it needs to be a secured area, the street fagade uses the same railing details as the floors above on top of a knee wall. This will visually shield the cars on the inside and tie the building together as a whole, so it does not seem like a building on top of a parking garage. 16. Exhibit "A" application for "required reductions" have been revised. 17. Proposed value of the property has been included in application 18. Exhibit "A" has been revised regarding Item #4. 19. Exhibit "A" #5 has been corrected. 20. Exhibit "A" has been revised. 21. Exhibit "B" has been revised as to reduction of lot area. 22. Exhibit "B" has been revised to reflect correct building height.? 23. Exhibit "B" has been revised regarding criteria. iJ C;I-v • 0 Mr. Wayne Wells May 6, 2005 FLD2005-01006 - Page Four ORIGINAL Planninz continue d 24. Exhibit "B" has been revised. There are no longer "garages", only under the building parking. 25. Exhibit "B" has been revised to reflect correct building height. 26. Exhibit "A" has been revised as to intensity of allowable uses. 27. Exhibit "A" has been revised to reflect adjacent properties. 28. Exhibit "A" has been revised to correct on-street parking 29. Exhibit "A" has been revised. The sentence has been removed as I was also unclear on meaning. If any additional information is needed, please do not hesitate to contact me at your convenience. Sincerely, Ao&reen A. Williams Project Director VJ L? U L? U Uv L- F 7juN 20 I V 0 0 May 6, 2005 Mr. Wayne Wells City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 RE: FLD2005-01006 -19 Somerset Ocean Breeze NES #502 March 3, 2005 DRC Response Dear Mr. Wells: Listed below are our responses to the DRC Comments dated Mat 5, 2005. The narratives have changes to coincide with the revised drawings. General Enzineering: 1. All substandard sidewalks and sidewalk ramps adjacent to or a part of the project will be brought up to standard including ADA (truncated domes per D.O.T. Index 3304). See Sheet C5.1 2. Ductile iron pipe will be installed between tap and water meter and tap and backflow preventor. See Sheet C4.1 3. Applicant to be responsible for all associated fees and other installation fees relating to the water main extension from the tap to the device. 4. A separate right-of-way permit will be obtained for all work in the right-of-way. Environmental: 1. Proposed underground vault to remain meeting all Stormwater requirements. Previous vaults have been approved for several projects and we will continue to work closely with the City's Stormwater Department. Also, due to not meeting required landscape buffers by using retention, we thought this would be more practical. Fire: 1. A 14'-0" vertical clearance has been provide for fire department turnaround for a depth of 27'-8" from property line to face of garage door. This requirement was agreed upon by Joel Grey. The 48' distance needed has been measured from the center line of the road. 2. Adequate water supply will be maintained. 3. All underground water mains and hydrants to be installed will be complete and in compliance with NFPA-241. 4. Fire hydrants will be on an unrestricted line. Mr. Wayne Wells May 6, 2005 Page Two Landscaping: 1. The two Plumbago's have been removed off the pavement. See Sheet Ll.1. Parks and Recreation: 1. If applicable Open Space and recreation Impact fees are due, they will be paid prior to issuance of building permits. Stormwater: 1. Previously met condition. See vault detail on Sheet C5.1. 2. Inlet to have sufficient depth. See invert elevation of existing structure on Sheet C4 with "to code" specified. Prior to Building Permit: 1. SWFWMD permit or exemption letter to be provided. 2. Architectural plans will identify roof drains and demonstrate run-off from site through vault. 3. Swale sections C-C00. Sheet C4.1 will prevent run-off from leaving the site. Solid Waste: 1. Solid waste will be a roll-out dumpster to a 10x10 staging area. See location on Sheet C3.1. Recycling bins will not be located on site. We do realize a fee will still be accessed weather or not it is being used. Traffic Engineering: 1. 20'x20 sight distant triangles are no longer needed due to this exit being removed from the plans. . 2. Driveway has been relocated 62'-4" to the west of the intersection of Somerset St. and Mandalay Bdv. 3. No longer applicable. Egress has been deleted from plans. 4. Directional arrows have been placed on pavement. See Sheet 3.1. 5. No longer applicable. Egress has been deleted from plans 6. Openings will be provided in walls for sight visibility. Actual size will need to be coordinated with engineers as these are planned to be load bearing walls. Where openings are not able to be place (elevator walls, etc.) mirrors will be located to aid visibility. • Mr. Wayne Wells May 6, 2005 FLD2005-01006 Page Three Planning • 1. We understand the proposed attached dwellings (condos) are not the "preferred" development per staff and we wish to still continue with this project as is to move forward to CDB. 2. No longer an issue regarding Duvoisin Cottages. The property is now owned by Ocean Breeze, LLC, with Roland Rogers and members agent. 3. Lot area response has been revised on Exhibit B 4. Increase in building height response has been revised on Exhibit B 5. Comprehensive Landscape Program Application has been provided. 6. Site visibility triangles are located on Sheet C3.1 and Ll.1. 7. Colors have been added to Sheet A-1. 8. Columns are planned to be transferred from each side of corridor on the floors above to columns on each side of parking spaces. 9. Exhibit "B" #6 response has been revised. 10. Parking garage is shown 15' from floor to floor to provide fire department clearance of 14' for truck turnaround. 11. Roof slab edge has been extended to align with floor below and to have the same railing design as below 12. Roof slab edge has been extended to align with floor below and to have the same railing design as below. Also, railing "X" details have been added to south elevation. 13. Roof top pavilions are open on all sides and are not enclosed spaces. When looking from the street, the sky will be visible through the columns and not be perceived as another floor. Further, eliminating the pavilions although will detract from the character of the building, leaving a less interesting fagade with less horizontal relief. 14. Notation has been revised as requested. 15. Garage level is required to have fresh air ventilation per building code. With this in mind and that it needs to be a secured area, the street fagade uses the same railing details as the floors above on top of a knee wall. This will visually shield the cars on the inside and tie the building together as a whole, so it does not seem like a building on top of a parking garage. 16. Exhibit "A" application for "required reductions" have been revised. 17. Proposed value of the property has been included in application 18. Exhibit "A" has been revised regarding Item #4. 19. Exhibit "A" #5 has been corrected. 20. Exhibit "A" has been revised. 21. Exhibit "B" has been revised as to reduction of lot area. 22. Exhibit "B" has been revised to reflect correct building height. 23. Exhibit "B" has been revised regarding criteria. Mr. Wayne Wells May 6, 2005 FLD2005-01006 Page Four Planning continued 24. Exhibit "B" has been revised. There are no longer "garages", only under the building parking. 25. Exhibit "B" has been revised to reflect correct building height. 26. Exhibit "A" has been revised as to intensity of allowable uses. 27. Exhibit "A" has been revised to reflect adjacent properties. 28. Exhibit "A" has been revised to correct on-street parking 29. Exhibit "A" has been revised. The sentence has been removed as I was also unclear on meaning. If any additional information is needed, please do not hesitate to contact me at your convenience. Sincerely, Doreen A. Williams Project Director • 0 Page 1 of 1 Wells, Wayne From: Doreen Williams [doreen@northsideengineering.com] Sent: Wednesday, May 18, 2005 2:21 PM To: Wells, Wayne Subject: 19 Somerset Wayne, here is your response letter. Doreen A. Williams Project Director Northside Engineering Services, Inc. 601 Cleveland Street, Suite 930 Clearwater, FL 33755 Phone: 727-443-2869 / Fax: 446-8036 / Cell: 235-8474 Email: doreen north sideengineering.com 5/18/2005 0 0 Wells, Wayne From: Wells, Wayne Sent: Tuesday, May 03, 2005 8:40 AM To: Doreen Williams (E-mail) Subject: Draft 5.5.05 DRC comments Doreen - Attached are the electronic versions of the draft DRC comments for the two projects where I am the case planner for the May 5, 2005, meeting. Wayne draft 5.5.05 dre draft 5.5.05 dre action agenda... action agenda... FAX COVER MEMO CITY OF CLEARWATER TO: FAX: A- 9--1. - ?i 3 ?e CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 Phone: 4- 4"3 - Z'a I 41 FROM: V11- Y?Q Phone: :Sl0 27j_AX-v+ DATE:_ )? OS' RE: FLU 100 S• D 3 0.31 7 h..,wer.1 j3?Jl. MESSAGE: _ vrp? V f_L t% r_ J) S T D S DkC PLANNING DEPARTMENT 100 S. MYRTLE AVE. Z3? 3:0-0 - -7 o ?Q NUMBER OF PAGES(INCLUDING THIS PAGE) May. 02 2005 02:18PM YOUR LOGO City0{Clearwaater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94468036 May.02 02:14PM 03157 SND 10 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). 9 MMURM 8X(P 5#0" sm?a lace March 28, 2005 Mr. Wayne Wells City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 RE: FLD2005-01006 -19 Somerset Ocean Breeze NES- #502 March 3, 2005 DRC Response Dear Mr. Wells: CIVIL 0 LAND PLANNING G ENVIRONMENTAL C TRANSPORTATION C RECEVED rEo 44R 3 1 1,05 PLANNING DEPARTMENT CITY OF CLEARWATER Listed below are our responses to the DRC Comments dated March 3, 2005. Just a reminder, Ocean Breeze is being resubmitted back to DRC for review. All original affidavits have been received by the City along with original signed and sealed surveys. The narratives have changes to coincide with the revised drawings. General Engineering: 1. Ductile iron pipe to be installed between all tap and water meters and tap and backflow preventor devices. 2. Applicant will be responsible for all associated fees and all other installation fees for the water main extension from the tap to the back flow preventor device. 3. All sidewalks and sidewalk ramps will be brought up to standard and meeting DOT Index #304. 4. Sheet C5.1 detail has been corrected. 5. A separate right-of-way permit will be obtained. Fire: 1. It is understood that the DRC review is not an approval for any construction plans or documents other than site work. 2. Adequate water supply will be maintained. 3. See Sheet C5.1 for fire hydrant on separate, unrestricted line. 4. All underground water mains and hydrants to be installed will be complete and in compliance with NFPA-241. 5. Vault under parking lot to be built to HS-20 specifications. Landscaping: 1. All utility lines have been indicated on Sheet L1.1. 2. See Sheet L1.1 for revised plantings. 3. Comprehensive landscape plan has been included. 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM NESTECH@MINDSPRING.COM 727 - 443 - 2869 FAX 727 - 446 • 8036 ORIGINAL ORIGINAL Mr. Wayne Wells RECENED March 28, 2005 FLD2005-01006 MAR 3 1 2005 Page Two PLANNING DEPARTMENT Parks and Recreation: CITY OF CLEARWATER 1. If applicable Open Space and recreation Impact fees are due, they will be paid prior to issuance of building permits. Stormwater: 1. See revised Stormwater Drainage Calculations provided. 2. See revised Stormwater Drainage Calculations provided. Solid Waste: 1. Solid waste will a roll-out dumpster to a 10x10 staging area, see Sheet C3.1. Traffic Engineering: 1. Garage door discrepancy between architectural and civil plans no longer apply due to revision to drawings. 2. Current parking spaces meet City code. Elevator doors no longer encroach in parking spaces due to plan revisions 3. Site triangles have been noted on plans. 4. Stacked parking has been alleviated due to change in plan. 5. Handicap spaces have been required. See Sheet C3.1 6. See Civil detail sheet showing City details for handicap spaces and signs. 7. Accessibility patch from public walk to an accessible entrance has been provided. See Sheet C3.1. Planning: 1. We understand the proposed attached dwellings (condos) is not the "preferred" development per staff and we wish to still continue with this project as is to move forward to CDB. 2. East and west setbacks have been indicated. 3. There is no longer a setback for Levels 2-4 due to plan revision. 4. George Duvoisin is the managing agent for Douvoisin Cottages as noted on affidavit. 5. Sheet C 1.1 has been revised showing correct existing usages. 6. Written Submittal Requirement "Exhibit A" has been corrected and resubmitted. 7. Lot area response has been revised on Exhibit B 8. Increase in building height response has been revised on Exhibit B 9. Exhibit B response for #4a as the building levels has been revised due to plan revisions. 10. Parking off-street response has been revised on Exhibit B. 11. Response has been provided in regards to Old Florida District under Beach by Design. E Mr. Wayne Wells March 29, 2005 FLD2005-01006 Page Three 0 ORIGINAL 12. Comp Landscape Program Application has been revised to reflect correct property owners. 13. Car port parking comment is no longer an issue due to plan revisions. 14. Garage door locations are no longer an issue due to plan revisions. 15. Visibility triangles have been placed on Sheets C3.1 and L1.1 at the intersections on Mandalay and Somerset. 16. Four foot solid fence along Somerset has been removed due to plan revisions. 17. Dumpster enclosure is no longer in site visibility triangles. 18. Interior landscaping is not applicable. 19. 10% interior landscaping is not applicable due to square footage. 20. Cross-sections east to west and north to south for retention is no longer applicable. There are no longer retention ponds, vault system will be used. 21. Since when do we need to submit a SWFWMD permit inquiry letter? 22. Sheet L1.1 now reflects underground vault, etc. 23. Sheet Al - east elevation has been corrected. 24. Sheet Al - dimension from roof deck to the top of the arched perimeter parapet has been indicated. 25. Square footages have been indicated on Sheets A2 and A3. 26. Sheet Al regarding proposed colors and materials have been noted on plan. 27. See Architectural plan regarding rear stairs meeting Building Codes for fire rating along with window/door protection. 28. Sidewalk has been provided from stairs to public walks 29. Ten foot setbacks have been provided other than dumpster staging area and minimum walk isles to main roads which staff usually supports. If any additional information is needed, please do not hesitate to contact me at your convenience. Sincerely, Doreen A. Williams Project Director REC FLIVED MAR 31 2005 PLANNING DEPARTMENT CITY OF CLEARWATER EMURIR FK( ORIGINAI LETTER OF TRANSMITTAL Date: March 30, 2005 To: City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, Florida 33758-4748 Attn: Sherry L. Watkins, Administrative Analyst Reference: Ocean Breeze, LLC / 19 Somerset / f1d2005-01006 NES Project #502 We Transmit: (X) Enclosed () Under Separate Cover () Mail () Courier () Pick-up (X) Hand Delivered () Per Your Request (X) For Your Review & Comment Q For Your Use () For Your Approval () For Your Files () For Your Information CIVIL O LAND PLANNING G ENVIRONMENTAL O TRANSPORTATION O RECEVED ? R 21 2'15 PLANNING DEPARTMENT CITY OF CLEARWATER (X)Originals (X) Prints () Addendum () Shop Drawings () Specifications (X) Applications () Floppy Disk COPIES DATE DESCRIPTION 15 3131/05 Civil & Landscape Drawings (10 sheets) (1 sets signed & sealed 15 3/31/05 8'1/2x11" Civil Site Plan 15 3/31/05 8'1/2x11" Colored Landscape Plan 15 3/31/05 Flex Development Res. Infill Application) 15 3/31/05 Flex Development Application 15 3/31/05 Letters of Authorization & Affidavits 15 3/31/05 Warrant Deeds 15 3/31/05 Surveys 15 3/31/05 Stormwater Report 1 signed & sealed 15 3/31/05 8.5x11" Colored Renderings Architectural 15 3/31/05 8.5x11" Building Elevations 15 3/31/05 Color Charts 15 3/31/05 24x36 Architectural Drawings 15 3/31/05 Complete TDR Package, apps, surveys, deeds, letter Comments: Design Review Committee for March 31, 2005 deadline Copi S To: File oreen K Williams Project Director 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 N ESADMI N@MI N DSPRI NG.COM N ESTECH@MI N DSPRI NG.COM 727 • 443 - 2869 FAX 727 - 446 • 8036 LONG RANGE PLANNING DEVELOPMENT REVIEW • CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 March 7, 2005 Ms. Doreen Williams Northside Engineering Services, Inc. 601 Cleveland Street, Suite 930 Clearwater, FL 33755 RE: Case No. FLD2005-01006/TDR2005-01016, 19 - 21 Somerset Street, Ocean Breeze Dear Ms. Williams: The Development Review Committee (DRC) reviewed the above referenced case on March 3, 2005. There was a significant discussion regarding the building type proposed for this property. You have argued that the building type is "town house" or "townhome." The Community Development Code provides for "detached dwelling" and "attached dwelling." Your request for the above referenced case is for "attached dwellings." This property is located within the Old Florida District of Beach by Design, where "new single family dwellings and townhouses are the preferred form of development." The Planning Department defines a "town house" or "townhome" as a dwelling unit connected to at least one other dwelling unit by a common wall in which each unit has its own front and rear access to the outside, which extends from foundation to roof and with open space on at least two sides and no unit is located over another unit. Since the proposal is one, two-story dwelling over another two-story dwelling, this is not deemed to be a "town house" or "townhome." The DRC comments provided to you stand as written. Should you decide to appeal this determination, you must file such an appeal with the City's Official Records and Legislative Services Department within seven days of the date of this letter, including the Appeal Application, fee and the basis for the appeal, with all accompanying plans and documentation. Should you have any questions, feel free to contact Wayne M. Wells, AICP, Planner III, at 727-562-4504. Sincerely, Ala., Cynthia H. Tarapam, AICP Planning Director Cc: Troy Perdue S: (Planning DepartmentlC D BIFLEX (FLD) I Pending cases)Up for the next DRCISomerset 19 Ocean Breeze (MHDR + T) - 3.3.05 DRC - WMLetter of Determination re town house 3.7.05.doc BRIAN J. AUNGST, MAYOR-COMMISSIONER HOYT HAMILTON, VICE MAYOR-COMMISSIONFR WHITNEY GRAY, COMMISSIONER FRANK HiBBARD, COMMISSIONER ® BI1.1. JONSON, COMDIlSSIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" Wells, Wayne From: Rice, Scott Sent: Friday, March 04, 2005 12:51 PM To: Wells, Wayne Subject: Townhouse Definition Wayne, The Florida Building Code 2004 - Residential in Chapter 2 defines Townhouse as: A single-family dwelling unit constructed in a group of three or more attached units with property lines separating each unit in which each unit extends from foundation to roof and with open space on at least two sides. I believe this means that a townhouse is vertical unit with one owner from top to bottom. D. Scott Rice Land Devel. Engr. Manager 727-562-4781 scott.rice@MyClearwater.com Mar 04 05 02:38 ire ;e 7 (1 it a kort, insu er's stop and ,s in the t has the st co the ermi ion ;ay for ds - will ,he v ssel touch and "s Ply, wit out servi of Leans of a ;e for ch n a c arse ethin ).2. is to say; ended the Lt, to wit, id ent st- spell to- t is 1 ger Tillage but tcorpo ated which this people who g ten fa lilies, ailed ti ings, nust be well" ir, else that d in the leet." reoj SO 7591 1499 C i idik nttorne town-bonding act. A law authorizing a town, county, or other municipal corporation to issue its corporate bonds for the purpose of aiding in construction, often of railroads. - Also termed town-bonding law. town clerk. An officer who keeps the records, issues calls for town meetings, and performs the duties of a secretary to the town's political organization. town collector. A town officer charged with collecting the taxes assessed by a town. town commissioner. A member of the board of administrative officers charged with managing the town's business. town crier. Hist. A town officer responsible for making proclamations related to town business. town hall. A building that houses the offices of a town's government. townhouse. A dwelling unit having usu. two or three stories and often connected to a similar structure by a common wall and. (particularly in a planned-unit development) sharing and owning in common the surrounding grounds. - Also termed townhome. town meeting. 1. A legal meeting of a town's qualified voters for the administration of local government or the enactment of legislation. Town meetings of this type are common in some New England states. 2. More generally, any assembly of a town's citizens for the pur- pose of discussing political, economic, or social issues. 3. Modernly, a televised event in which one or more politicians meet and talk with representative citizens about current issues. town order. An official written direction by the auditing officers of a town, directing the trea- surer to pay a sum of money. - Also termed town warrant. town purpose. A municipal project or expendi- ture that concerns the welfare and advantage of the town as a whole. township. 1. In a government survey, a square tract six miles on each side, containing thirty- six square miles of land. 2. In some states, a civil and political subdivision of a county. 727SiW4021 tract index township trustee. One of a board of officers to whom, in some states, a township's affairs are entrusted. townsite. A portion of the public domain segre- gated by proper authority and procedure as the site for a town. town treasurer. An officer responsible for maintaining and disbursing town funds. town warrant. See TOWN ORDER. toxic, adj. Having the character or producing the effects of a poison; produced by or resulting from a poison; poisonous. - Also termed toxi- cal. toxicant (tok-si-kant), n. A poison; a toxic agent; any substance capable of producing toxi- cation or poisoning. toxicate, vb. Archaic. To poison. See INTOxI. CATION. toxicology (tok-si-kol-o-jee). The branch of medicine that concerns poisons, their effects, their recognition, their antidotes, and generally the diagnosis and therapeutics of poisoning; the . science of poisons- - toxicological (tok-si-ka- loj-i-kal), adj. toxic tort. See TORT. toxic waste. See WASTE (2). toxin, n. 1. Broadly, any poison or toxicant. 2. As used in pathology and medical jurispru- dence, any diffusible alkaloidal substance - such as the ptomaines, abrin, brucin, or ser- pent venoms - and esp. the poisonous prod- ucts of disease-producing bacteria. traces. See retrospectant evidence under EVI- DENCE. tracing, n. 1. The process of tracking property's ownership or characteristics from the time of its origin to the present. 2. SKIPTRACING. 3. A mechanical copy or facsimile of an original, produced by following its lines with a pen or pencil through a transparent medium. - trace, vb. .1 Post-it' Fax Note 7671 Date-? pages0. ' From Co./Dept. Co. Phone # Phone # / Fax # .5 Fax # eDSaLS er1 ? ow C-.olleqe ib- Words are included in this Dictionary on the basis of their usage. Words`that are known to have current trademarkregistrations are, shown with an initial capital and are also identified as =trademarks.'No investigation liar been made"ofc"ommon-law! trademark rights in any word, because tsuch investigation is impracticable. ',The inclusion Hof any word in this Dictionary is not, however, an expression of the Publisher's opinion as to whether or not it is subject to proprietary rights. Indeed, no definition in this Dictionary is to be regarded as The affecting they , alidityof any 'trademark i Copyright © 2001, 1999, 1995 by Houghton Mifflin Company. All rights reserved. Webster 3 pletely i No part of this work may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying and fast-cha; recording, or by any information storage or retrieval system without computi the prior written permission of Houghton Mifflin Company unless such brownfe copying is expressly permitted by federal.. copyright law. Address inquiries to Reference Permissions, Houghton Mifflin Company, 222 Berkeley Street, Boston, MA 02116. Illustrations azimuthal equidistant projection and sinusoidal projection © 1986 by The American Congress on Surveying and Mapping. Webster ISBN 0-395-96214-5 ISBN 0-618-16903-2 (paper=over-boards binding) Biograp Library of Congress Cataloging-in-Publication Data people f Webster's II new college dictionary. P. cm. Geogra) ISBN 0-395-70869-9 (alk. paper) cities, at 1. English language - Dictionaries. I. Webster's II new Riverside University dictionary the later PE1628.W55164 1995 423-dc20 95-5833 Abbrevi CIP of comp For information about this and other Houghton Mifflin trade and refer- ence books and multimedia products, visit the Houghton Mifflin web- Cbatts site on the World Wide Web at http://www.houghtonmifflinbooks.com. on curre Printed in the United States more. Style G and pun tOwr o tracer , , ,.. r.t • ' . Ilk • _ sells it to bettors. 2. One who solicits customers per`sfstentlyorbra` tog.e•mi•a (t6k-Berme-a)•n. A condition in whichaoxin`s L , '• F; +6 ' r zenly, -tout ter n. tow' (to) vt itowed tosV n tow ME' ' by-cells at a local source of:infection, -or deribed from the : ) i g; s [ towen < OE togian.]-To d w b ' ' microorganisms are contained in the blood,:=tox•etmicadi ra or bull along ehind by:a chain or lme =`n. f: An act of towing i toxi- or toxo?- or tor-: pref [< Lat. toxicum u-see.TOrs ' or the state of being towed: 2. Something, asi a'barge or car,-that is' towed'3: Something, as A,tugboaf,.that tows. C A'rope or cable used c] son : poisonous <toxalb'iimin>r .,t .. ,o , ,: .. t, ,•- tox•ie,(tbktslk) adj ;.[LLat. toxicus < Lat toxicum i r in towing <a ski tow>--iri tow. 11 Under one's control <a teacher ' . . , po son +toxikon; poison for arrows .< tc6kos; of a.bow,< toxon; bow ] Lof }Y t .: • • ' `with students iri tow,> 2. As a companion or follower.. .•. r tow? (to) i ME E' . relating to 'a toxin. 2. Harmful, destructive' or deadly <toxic irk , ; poser < O t,•[ tow; spinning.], Coarse broken flax or <toxic fumes> -tox really adv, ,t: r,43 y _ hemp fiber prepared forspifnvng sn, t m i t toxic- pref. var. of'TOxtco• , t' ' n towage (Wlj)n 1.; The act 6rservice of towing 2.°A towing charge. ` tox•i•eant (tektsl-kant) n: [Med Lat, toxicans, toxicant- . 9 Ni : a to•ward (tard;` tord, ta•w8rdf)1Wso to•wards,(t6rdz; tordi,'ta- b d r < ' , pL d toidcare; fopoison < Lat.. roxictim, poison -see roxic.] Apn . " wi r z ) prep..[ME OE.toweard :*O to+ -weard; -ward.] L. the agent: rorsoN. -toa!i.cant adt ,, Jl y 1 q. 'i'-A 1? ' 'direction off<diivmg toward town> 2. In aposttionfacing <had your b k r , tOx-ic•i•ty (tdk-slstl te) n.,-pl ties.,l The.quality or;stateof r, ' ac toward rile> 3.nSomewhat before m tone <lt began to sleet to- ing toxic.' 2. The degree to which a ,poison is toxic. Fris, d: - • , war8:morni g,>5 4. With regard to ELdonlt tike"your attitude toward he toxico- or toxic- pref,[Lat toxicum_,,,'see TOXIC.] Poison t m.> 5 111 furtherance or partial fulfillment of <paid only $20 to- ward the bill?,6. By way of-atlueving-<efforts toward reconciliation> icosis> ; - ft n Al l= tox-i•co•gen-ic (t6 k'sf-ko-j€n'fk) adj 1 Producin oi ` , -GdI toward (t6rd;.t6id), -l-*lavorable 2 Being in progress'or im- - ; g p sonati ac substances. 2. Derived from toxic matter t,„t, s; • minent 3. Tractable docile. gs :;L ` , ,+,, ,r,,, t ;'sihid4y. (t6rdtle, •tordt-) adj;Archatc 1 Promising, 2 Advan•: tox•itcol btgy,(t2Sksl-k2Slra je) n.,Tbe study of_the.nature,e(f? .and-detectiongof poisons_and the treatment of ,poisoning - ' J r ° tageous favorable. - torivard•li.nees tm )r ; , ; tot k co•logh•cal (-ka-18jtl•61) adi -toxii coaogli•cal.lyah R, ... ' ', ? ?' ' tow-a•way zone (to . a-wa'-) .n.A no-parking zone.from which cars may:bele "towed t^'? ric ' Bally rr,I ai, x t +, , tbx!i co1; o;gist n. ;r> r, t , tox•i•coeis(tdk'slkotsls)n P1 ees (ez s' ).A;patholo icsl tii;a • tow•boat.(totbot') n A tugboat `- ; towel (tout al) n [ME E OR t ille f G m g o' , duion resulting; from ppoisoning i x r ,.. ,,• toxin ehoeks nd om A u a i • . oa , o er anic ong:] A piece, of absorbent cloth or paperused for.wipidg or drying. -v.' .sled, -e1• y r e. a n, ac te mfection m rked by fever; a sunbumlike lash, dpmiting and diarrhea, followed in seft Angy•els or -elled,"-el•li6gp-els. r-vt To wipe ornib`drywith,a , yes by shock, ,caused by atoxin -producing stain gf,the bacttritm ' ` towel. vi.To dry oneselLwith-a towel her y!; ?{ ' Staphylococcus taphylococcus aureus and, occurring clAigjjy, among menstnuhal - ' ;, '. • towel ette (tou a-ktt) n. A small, usu. moist piece of, material used;for.cleansing as,of the hands of face . + ;: r women who use tampons..; d,< i > t tox irgen ic,(tdk'sa 16ntlk) adi Produci ng toxins .- to '1 M {? ( ,T o . , ; toweel ing (toVa•ling) n., A, fabric; of cotton or lmewfor making towels . x •p meti•tg4( 12"s zi-te).n , ; 4; tos •in (t k!A poisonous substance hav g 1 tower (toutar) n [MFriour < OEaon and OPr. tor, both Lai. turns <' Gk. tursis.] 1. a. Aii 'extremely tall building;: sxvsCk"tR -b A , << in a.protein sari tune, that is=secreted by, certain organisms and is capable of au sm' toxicosis when. introduced into the body tissues buris also ca abkd ;i j• . , . . n extremely tall part of,a;building 2 A tall framework or structure used p inducing'a counteragent or an antitoxin s; for observation, signaling, orpumpmg '-vi =ered er.irig +-ere l toxin-an ti tox in (t6krsln 'tltbktsln) n. A mixture dl r • + ; , . . To hse,to;a conspicuous'height •. LOOM Z T641f directlyupward be- -A toxin and its antitoxin with a sh t. excess oftoxin; once used aa ' • , fore swoo in or fallin P 8 8• -Used of certainbirds:: ide?cl? rs,•, tow•er•ing (toutar-1ng),adl 1.-0f imposmg-height, 2r Outstanding , vaccine'..., + , ?;?, •„ toxo- pref var of Toxr ' pre-eminent <towering scientificachievements> 3. Awesomely. in- teiise a towering ra ' ton oid (tbkIsoid ) n A toxin that has lost toxicity but has retained the capacity to stimulate he produch n:bf or comlii ` i h d y ge> - ri sd •? . to .i ,. _, ; t, it y,..sr towhead, (to!hW,) n 1.,A bead of-white blond-hair 2 One with a t , o ne t an w tc¢- ms used in iunfza ion. ,, towhead -towtheadied adi ;s;, tox O plan ma (tbkisa'plAztma) n,[< NLat Toxzopldsma, 6eom iy hei f t T r .] A e? e S ' a ` y o t r ? Nort h t?merican birdof th . er era pi ilo or , Chlorura tes e P. e 8 P , p ? the geiius Tbxopl st ira, me udrag some vert br te'p'at lioa • .. tluophthalmus, with black, white and mgt colored plumage m'the tox o+plas-mo•sis (t6k'so-pldz-mo!s1s)It. [r X6L&SMA+-osa] A d il a sed ? joE • male •. i n_ , . x i n ,, i} ;t r .. ., + v' tow-line,(totlin'),n .f1,•bne cable; or chain used m towing a;vessel i secau by infection with.a microorganism; Tbzo la P nnit du%°and'marlted bylesibns in the brain"and eye; esp. `in'the see of • - . or vehicle 4. te;l;,kR , t •,F, z n .rz.. , r.. . r town (toun) n. [ME < OE fim hamlet.] 1 An often incorporated pop- infants, tby (toi) n (ME'toye amorous play ] is An pblect foi children to plat tioa enter larger then a village and smaller than ,a city. 2.-1 nformal; coati 2 Something of tittle importance . TRIFLE 3: A' `small Ornament ' ` . • t ' r _ A e ty•, o- Chiefly Brit. A-rural village ,that has' a,market or fair pert- odically. 4. The commeiciabdisirict ot center of-an area S The re l- ilbiie: 4-. A ? dintintitive thing or person 5 A dog of a very =A breed dt one much smaller than is chiiictenstieoi its breed. 6. Star ,; ? " • . ., a . d nts of a town:<The towvn S protested> , go to town.,Slang T.4gq all ; e ow A loose covering for th ehead; once`. by womerii ° `vi toyed, t6`Y ing; toys. 'to amuse oireself , ' - out. -- on th t n._,Slang ,Oa.a,spree town clerk In A public official who,keeps the records of a t wn toy on (toiP6n1) n.T[Am Sp.] .An evergreen shrub, lieferomeles at ' ' w +, • , - , o .., town, crier n. Oneformerly employed by a town: to walk the streets butifolid ot Phbtiniii arbutifolih' of the Pacific coast of southem North ` ' ' , .' , ringing a bell and proclaiming anriouncements v:. towin h n ,The b ldin that contains the offic s of tha publi of i America with fragrant white flower'cl usters and'red,' berrylike fruit tta be•ai•ed =6e• b& Vt1d) a (tfat lso tiarbe• 1t, at) adj. < • ' ' e c ficials,of a ttown and oases,the town council ce ourts . i r Lai trabs, beam.] Having horizontalbeams or hntelsrather than ; + < '*T A Art -tra'be action p ` o f r town house n. 1 A city residence -2.One of a row of Houses con- netted by, common side walls _ na bec•u la (tin-b?ktya-la) it'pl?1 lae (iei) [Lac Rdita. of trabt w tbwn•ie also, town•y (toy!) n ; pl. -ies; Informal 1 A'kov a- beam.] 1. A small supporting beam off bar. 2 Atiat;rAnj'of the e ' ' + man. 2. A resident of a.college town as opposed to a student: t pot in strands of i, coivrective tissue pr ? string into an'organ and be4 part of the framework of that organ Bot A transverse rodlike at • own manager,n A town official with the same status. and duties i n - lstructure; offen extend' across -a cavi t ty =tra:bec u+lar t +' • • ,1 • {? ` as a c ty ma ager. 1 { ?? town meeting It., A le¢islative assembly of townspeople." - t f l A adi tracer (tris) n [ME,! track < DPr ;<- tmeier to afAe'oheg way < W i •. , • , z" owns o k (tounz!fok,) Townspeople as a.group township' (toxin .sh1p) n. 1 A: subdivision of at county in most tractus,"ardrawing < p.part. of trahere, to Kim] .1."A %Able marks o- f l l h (? 6; • northeastern and midwestein states, hi.* the stains of a unit of lo- cal overnme t with i e t sign o a person or t ing formerly present; 2A barely perceptib 'A dication : roucx, 3: a ve'ry' small?amount <a ttar;8 of`shioke> b•A " ? ` ' "? • g n , vary ng governmental powers. 2 A public land s i i f 36 constituent, "'a cheinical'coinpound dr element present in less tbae i '? " urvey ng un t o sections or:36•squaze miles. 3. An ancient ad- " , standard quantities `4:'A path through dwildemes's-that has been be* . . • + • ministrative division of a large B sh parish. t ea out by passing`animals or people. S. Archaic:!Nioute followed • townsman (tounz man) n. 1.,A resident of a town. 2. A fellow resident of one s town Aline drawn by a recording instrument, as a cardiograph..7. Math ao Th towns•peo ple (tounztpe pal) pl.n. The inhabitants or citizens of '. e point at which a line,,or the cuive in which a surface, intets rincipal diig A; coordinate plane: b The auto of the elements of the • ' a town or city , ',_ t , towiis•woin•an (tounz.wtiom an) n 1 A woman resident of a . p onal.of'a aiatnx. -v."traced, tint.i I(dd rig, traties '_ To lowithe trailiof. 2. To ascertain thersuccessive=stages in the .. . i ' towns 2. A woman residett of one's town. ?'_' T, , ' development or progress'of <tiace the development of a culture> } ' ;•, . ? . town•y (toutna) n var of TOwiria a^ - „ : s.. 3 To locate or discover (e,g. a cause) by researching evidence. 4. To de • ! s _ towpath (totpath' path') n{ A.path'alohg a canal or river used: by , lineite'or sketch- (a figure). S. To.imprint (a design) 6n something, G i ... animals towing boats. A z ,t a 7; To copy by fd• To form (letters) with special concentrationor care i tow truck h.? WRECxEa'2a. ?+ r . 1 • ' " ` tox- pref. var of Toxi- tox•a•phene (Oktsa-fen') n! [Blend of ioxi- And CAmipiANE.] A-tox- A pat t a pay=,.3r care 5 father 6 pet, r:. a he hw'whicli I Pit u i ' ic'solid compound, C1oli,008'; used as-an insecticide: do i tie- it pier' 6 pot,,, + 6 toe ti 6 paw; for :,= oi'noise 9 took T ustpatluld ill By HARVEY S. MOSKOWITZ and CARL G. LINDBLOOM t G i © 1993 by Rutgers, the State University of New Jersey E All rights reserved Third Printing 1997 Published by the Center for Urban Policy Research i New Brunswick, New Jersey 08901-1982 Printed in the United States of America Library of Congress Cataloging-in-Publication Data Moskowitz, Harvey S. The new illustrated book of development definitions / Harvey S. Moskowitz and Carl G. Lindbloom. p. cm. Includes bibliographical references (p. ). ISBN 0-88285-144-6 1. City planning-United States-Dictionaries. 2. Zoning-United States-Dictionaries. 3. City planning and redevelopment law- United States-Dictionaries. 4. Rural development-United States- Dictionaries. I. Lindbloom, Carl G. II. Rutgers University. Center for Urban Policy Research. III. Title. HT167.M683 1993 92-19394 307.1'216'0973-dc20 CIP l 1 s f w i f pWELLING ? G1U15.D2.U PL>=X Figure 32 Comment: Brief period is difficult to define. Seasonal dwellings in oceanfront or lake areas may be occupied for three to four months. In ski areas, six months may be the norm. At one time, seasonal units often lacked heat and insulation. Today, most municipalities do not make any distinction between seasonal and all-year-round units; both must meet the same standards. DWELLING, SINGLE- A building containing one dwelling unit and that is not FAMILY DETACHED attached to any other dwelling by any means and is - surrounded by open space or yards. See DWELLING, DETACHED. See Figure 33. DWELLING, SINGLE- A one-family dwelling attached to one other one-family FAMILY SEMIDETACHED dwelling by a common vertical wall, with each dwelling located on a separate lot. See DUPLEX. See Figure 34. Comment: The semidetached dwelling is most com- monly a two-family structure with the dwelling units side by side as opposed to one on top of the other. A semide- tached dwelling also could be the end unit of a town- house row, a patio house, or a variety of zero lot line houses. DWELLING, TOWNHOUSE A one-family dwelling in a row of at least three such units in which each unit has its own front and rear access to 96 FE: ?W?LLING S1ti1GLE-FQMI?-'?' DE`T'ACHED Figure 33 Ell E -11 0 PEI DWELLING SEMI DETAGHE? Figure 34 the outside, no unit is located over another unit, and each unit is separated from any other unit by one or more vertical common fire-resistant walls. See Figure 35. Comment. Townhouses (single-family attached dwell- ings) usually have separate utilities, such as individual hot water and heating systems, separate electric meters, and so forth. However, in some condominium develop- ments, the condominium association may arrange for r? 97 r ,I 1 'II I i ? n DWI=LUNG, bulk purchase of certain utilities and distribute it to individual dwelling units. Consequently, the definition normally would not contain a requirement for separate utility systems. In some states-Florida, for example- one-story single-family attached dwellings are called "villas." TOWNHOUS>= Figure 35 DWELLING, TRIPLEX A building containing three dwelling units, each of which has direct access to the outside or to a common hall. DWELLING, TWO-FAMILY A building on a single lot containing two dwelling units, each of which is totally separated from the other by an unpierced wall extending from ground to roof or an unpierced ceiling and floor extending from exterior wall to exterior wall, except for a common stairwell exterior to both dwelling units. DWELLING UNIT One or more rooms, designed, occupied, or intended for occupancy as a separate living quarter, with cooking, sleeping, and sanitary facilities provided within the dwelling unit for the exclusive use of a single family maintaining a household. See HOUSING UNIT. DWELLING UNIT, A dwelling unit consisting of not more than one habitable EFFICIENCY room together with kitchen or kitchenette and sanitary facilities. DYE EA; EA EA EA EA EA EA 98 t The Illustrated Book of DeveIOPent Definitions T ^ qs t Oyl.tiarvey S. and Carl G. Moskowitz Lindbloom 1,*) 0 1981 Rutgers, The State University of New Jersey All rights reserved. Published in the United States of America by the Center for Urban Policy Research Building 4051 - Kilmer Campus New Brunswick, New Jersey 08903 Library of Congress Cataloging in Publication Data Moskowitz, Harvey S. The Illustrated Book of Development Definitions. Includes index. 1. City planning-United States-Dictionaries. 2. Zoning-United States-Dictionaries. 3. City planning and redevelopment law- United States-Dictionaries. 4. Rural development-United States- Dictionaries. I. Lindbloom, Carl G., joint author. 11. Rutgers Univer- sity, New Brunswick, N.J. Center for Urban Policy Research. III. Title. HT 167.M68 307.7610321 80-21765 ISBN 0-88285-070-9 (pbk.) s ® a k illy a MIS rould rden 'lling what eight or 35 z I r mum feet). indi- an be )pt to w See ,its. • • DWELLING, PATIO A one-family dwelling on a separate lot with open space HOUSE setbacks on three sides and with a court. See Figure 6. Comment. Patio homes may be attached to similar houses on adjacent lots and still meet this definition. Also known as zero lot line homes. DWELLING, Four attached dwellings in one structure in which each QUADRUPLEX unit has two open space exposures and shares one or two walls with adjoining unit or units. See. Figure 8. DWELLING, A one-family dwelling attached to one other one-family SEMIDETACHED dwelling by a common vertical wall, and each dwelling located-on a separate lot. See Figure 7. Comment. The semidetached dwelling is part of a two- family structure with the dwelling units side-by-side as opposed to one on top of the other. The semidetached dwelling also could be the end unit of a townhouse row, a patio house and a duplex. DWELLING, A building containing one dwelling unit. SINGLE-FAMILY DWELLING, A dwelling which is designed for and occupied by not SINGLE-FAMILY more than one family and surrounded by open space or DETACHED yards and which is not attached to any other dwelling by any means. See DWELLING, DETACHED. See Figure S. -.. - -" © 0 L WW1=LLltvC SEMID5_:TAGHt_:5 E7-1 Figure 7 73 1311 Il;? s Pfi, E 5 I; I I? I DWEL l_l N cs , C?ZUAD FzU PL r--X Figure 8 DWELLING, A one-family dwelling in a row of at least three such units TOWNHOUSE in which each unit has its own front and rear access to the outside, no unit is located over another unit, and each unit is separated from any other unit by one or more common fire resistant walls. See Figure 9. :9 rl Comment. Townhouses usually have separate utilities such as individual hot water and heating systems, separate electric meters, etc. However, in some condo- minium situations, the condominium association may arrange for bulk purchase of certain utilities and distri- bute it to individual dwelling units. Consequently, the definition normally would not contain a requirement for separate utility systems. I ? I I i DWt:LLIN ? ? Ell El MD a7l [h E] -TOWN HoUS? Figure 9 74 9 Dictionary.com/town house • • Page 1 of 3 ?IIL town house Search (e-Dictionary C Thesaurus (-Web Home Premium: Sig up Login J J f ADVERTISEMENT Dictionary - Thesaurus - Web .. ....... . the _Most._Popular._Sites.._fo:"town._house 2 entries found for town house. ADVERTISEMENT townhouse or town house 11 © Pronunciation Key (toun hous ) n. 1. A residence in a city. 2. A row house, especially a fashionable one. [Download._or._Buy Now] Source: The American Heritage® Dictionary of the English Language, Fourth Edition Copyright © 2000 by Houghton Mifflin Company. Published by Houghton Mifflin Company. All rights reserved. town house n : a house that is one of a row of identical houses situated side by side and sharing common walls [sym row._h.ouse] Source: WordNet ® 2. 0, © 2003 Princeton University ....:...........:.............................................................. .................... .................. ..................................... ........ . http://dictionary.reference.com/search?q=town%20house 3/3/2005 - Dictionary.com/town house 0 0 Page 2 of 3 Ads by Google Dictionary software $4.99 American heritage talking, Oxford, dictionaries for kids & more-cheap www. SoftwareOutlet. com Buy Websters on CD Webster's Dictionary for the PC & More bargains on reference software www. NothingB utSoftwar e.com Deals at Bottomdollar Huge Selection of Merchants Compare & Find the Lowest Rate! www.bottomdollar.com Find Gre_a- eals & More Merchants compete for your business Compare instant bottom-line prices! www. pricegra bber.coni Perform a new search, or try your search for "town house" at: • Amazon_.com - Shop for books, music and more • HighBeam Research - 32 million documents from .._. .............. leading publications • Merriam-Webster - Search for definitions • Reference.com - Web Search powered by Google • Thesaurus.com - Search for synonyms and Your computer may have spyware or adware installed. To scan your computer for such infections, click yes below. Yes ' No Common Signs: Slow computer speeds Unwated pop up advertisements Computer crashes Privacy invasions Don't allow your personal privacy to be invaided. Click here for a free scan! http://dictionary.reference.com/search?q=town%20house 3/3/2005 FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: FAX: 4A"6 - %Q3 t Phone: Al--4- b - Z % Sp I FROM: DATE:_ a1 N 0. , Phone: J 6 2 - + RE: ?.? S t2r?`2T NUMBER OF PAGES(INCLUDING THIS PAGE) Z MESSAGE: L.661- rQ- Tftw?l Mar. 08 2005 06:57PM YOUR LOGO City0f'Clearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94468036 Mar.08 06:56PM 01'13 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING 1+1 OR 1-1. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 FAX: +%j L- 0 V0- Phone• A-\a 1 - I % I $ FROM: DATE:_ !-4 19 39 5??-?- ??fi 1 . MESSAGE: (p / L2+\-O" r-Q- ?A-vl'wx t„ \j%,,)6S Phone: ?SO z - +,ro4- _ NUMBER OF PAGES(INCLUDING THIS PAGE) . 5- Mar. 08 2005 06:36PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94620365 Mar.08 06:34PM 02'20 SND 05 OK TO TURN OFF REPORT, PRESS 'MENU' #t04. THEN SELECT OFF BY DING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). 0 • Wells, Wayne From: Wells, Wayne Sent: Monday, March 07, 2005 8:37 AM To: 'doreen@northsideengineering.com' Subject: FLD2005-01006 & TDR2005-01016 - 19 Somerset Street Doreen - As we discussed late Friday, this application is insufficient and is not being placed on the next CDB agenda. I am attaching a copy of the Final 3/3/05 DRC comments for your information. I anticipate faxing a letter to you today regarding the determination of a "town house." Thanks- Wayne fl *?4 final 3.3.05 dre action agenda... FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: v oc U2-? 14-.\ FAX: "6- 2 0 3 6 Phone: 4-4- 3 - 2-% ?c i FROM: + Phone: ? to 2 AT-04 DATE:_ ?- I Z Z/ S RE: (J X csAws. ?l NUMBER OF PAGES(INCLUDING THIS PAGE) MESSAGE: Lax i 1 lJ) aw?.w.a... .4r- 3. 3. J D ac `I 0 Feb. 27 2005 07:30PM YOUR LOGO CityOPClearwaater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94468036 Feb.27 07:26PM 03'49 SND 11 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). LL O CITY OF CL?RWATER ° ear ater PLANNING DEPARTMENT I MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYC LEARW ATER. C OM February 08, 2005 Northside Engineering Services Inc. 601 Cleveland Street Suite 930 Clearwater, F133755 RE: FLD2005-01006 -- 19 SOMERSET ST -- Letter of Completeness Dear Northside Engineering Services Inc. : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2005-01006. After a preliminary review of the submitted documents, staff has determined that the application is Complete. The Development Review Committee (DRC) will review the application for sufficiency on March 03, 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, /V?, rfM' V? Wayne Wells, AICP Planner III Letter of Completeness - FLD2005-01006 - 19 SOMERSET ST 9 ZU)FRM 8XM E"M" smka 100 CIVIL O LAND PLANNING C ENVIRONMENTAL C TRANSPORTATION G NL February 3, 2005 O ? Mr. Wayne Wells Uj ;-1.1 Planner III " City of Clearwater Planning Department [ - r- C 100 S. Myrtle Avenue _ 0 Clearwater, FL 33756 1,. a LL Z? RE: FLD2005-01006/TDR2005-01016 -19-21 Somerset Street (? g NES: Ocean Breeze - #502 o . Dear Mr. Wells: Please find listed below responses to your Letter of Incompleteness: I . Application now reflects all parcel numbers. 2. Original Affidavits to Authorize Agents has been provided. 3. Affidavit to Authorize Agent for George Douvoisin reflecting his title. 4. Letter of Authorization submitted for Ocean Breeze LLC was to be for Adelheid Hanghofer not Ocean Breeze, Letter of Authorization has been removed and replaced by correct agent for Ocean Breeze. 5. Visibility triangles at intersection of Mandalay Avenue and Somerset Street is now shown on Sheets C3.1 and L1.1. 6. A ground level (level 1) architectural floor plan has been provided. 7. Dimensions of building have been provided on Sheets C3.1 and A.I along with Level 1 architectural floor plan. 8. Parking spaces have been dimensions on Sheet C3.1 and on architectural floor plan (ground Level 1). Garage door locations have also been located on architectural plan. 9. Crosshatching has been provided on Sheets C3.1 and L 1.1 for interior parking lot landscaped areas. Sheet C 1.1 has been revised to show interior landscape area and percentage of the vehicular use area. 10. A trash staging area has been located on Sheet C3.1 11. All outdoor lighting fixtures are shown on architectural plan 12. Irrigation plan has been submitted, Sheet IR.1 13. Exterior materials have been indicated on sheet A 1 14. No existing signage is located on site and proposed signage will be determined at a later date. 15. Due to the building walls coming to the ground level on the south, west and east sides, no landscaped wall or fence is necessary. A 4' landscaped fence has been placed on the north side of the property. 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM NESTECH@MINDSPRING.COM 727 - 443 - 2869 FAX 727 • 446 - 8036 • • Mr. Wayne Wells February 3, 2005 Page Two We have complied with all items which were deemed incomplete and have resubmitted such items for completeness. Sincerely, Doreen A. Williams Project Director I • LONG RANGE PLANNING DEVELOPMENT REVIEW • CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 February 3, 2005 Ms. Doreen Williams Northside Engineering Services, Inc. 601 Cleveland Street, Suite 930 Clearwater, FL 33755 RE: Case No. FLD2005-01006/TDR2005-01016, 19 - 21 Somerset Street, Ocean Breeze Dear Ms. Williams: The Planning staff has reviewed your application for Flexible Development approval for property generally located at 19 - 21 Somerset Street for the Ocean Breeze attached dwellings. After a preliminary review of the submitted documents, staff has determined that the application is incomplete. Section 4- 202 of the Community Development Code states that if an application is deemed incomplete, Staff shall specify the deficiencies of the application. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. In order to stay on the current schedule for review for sufficiency by the Development Review Committee (DRC) on March 3, 2005, the following information is required to be submitted by noon on Monday February 7, 2005 (should you be unable to meet this time frame, the next submittal deadline is February 24, 2005 [noon] to be reviewed for sufficiency by the DRC on March 31, 2005, if the application is deemed complete): The following items and/or information are required in order to make your application complete: Jl. Application indicates only two parcel numbers (05/29/15/16362/002/0060 and 05/29/15/16362/002/0070). A check with the Pinellas County Property Appraiser records also indicates two additional parcel numbers (05/29/15/16362/002/0080 and 05/29/15/16362/002/0090). Revise the application to indicate all parcel numbers. d2. Provide the original Affidavits to Authorize Agent for both property owners. 0 Duvoisin Cottages is not listed by the State Division of Corporations. Is this a corporation? If so, under what capacity is George Duvoisin to the corporation (president, CEO, etc.)? Provide such on the Affidavit to Authorize Agent. A. A Letter of Authorization has been submitted for Ocean Breeze LLC. It is signed by Adelheid Hanghofer. Under the State Division of Corporations, Roland Rogers is the registered agent and manager of this corporation. Revise Letter of Authorization to have it properly signed by the registered agent and manager. 5. Show on Sheets C3.1 and L1.1 the visibility triangle at the intersection of Mandalay Avenue and Somerset Street. 6. Provide a ground level (Level 1) architectural floor plan. 7. Provide dimensions of the building on Sheet C3.1 and Al, and on the ground level (Level 1) architectural floor plan (to be submitted). BRIAN J. AUNGST, MAYOR-COMMISSIONER HOYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIBBARD, COMMISSIONER ® BILI. JONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" February 3, 2005 Williams - Page 2 Show and dimension the parking spaces on Sheet C3.1 and on the ground level (Level 1) architectural floor plan (to be submitted). Indicate any garage door locations. J9. Depict on Sheets C3.1 or L1.1 by shading or crosshatching all required parking lot interior landscaped areas. A minimum of 10% of the vehicular use area is required to be provided. Revise Sheet C 1.1 to indicate the proposed parking lot interior landscape area and percentage of 410. the vehicular use area. Address the provisions of solid waste containers (black barrel or dumpster). Indicate which is to be provided, show the location of the containers and all required screening of such. 4 11. Address the location of all outdoor lighting fixtures. 1 12. Provide an irrigation plan. , 13. Indicate on Sheet Al the proposed colors of the different exterior materials. 114. Address existing and proposed signage. f15. Address the Code criteria for attached dwellings in the MHDR District: "Off-street parking is screened from adjacent parcels of land and any adjacent street by a landscaped wall or fence of at least four (4) feet in height." Fifteen copies (one original and 14 copies) of revised application material addressing the above comments must be submitted to the Planning Department. If you have any questions, please do not hesitate to call me at 727-562-4504. You can access zoning information for parcels within the City through our website: www.myclearwater.com. Sincerely, Wayne M. Wells, AICP Planner III S: (Planning DepartmentlC D BIFLEX (FLD)IPending casesl Up for the next DRCISomerset 19 Ocean Breeze (MHDR + T) - WWISomerset 19 Incomplete Letter 2.3.05.doc FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: 72 v z- .A \f f& OL,n•s FAX: A-il-1o • 6 0 3 (o Phone: ?-+ 3 - 2,'b (c 5 FROM: V-A?rljL- Phone: ? Z - 4-,S'04 DATE:_ x-13 I ?S xE: EL-D Zo o S~ 0) 0 0 to I ggz2co - v101t, (1-2-t S o",%ep-s t'* W. MESSAGE: ncA&*.. ?rQe.ze.. nC.ahh 8 NUMBER OF PAGES(INCLUDING THIS PAGE) .3 Feb. 03 2005 09:30PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94468036 Feb.03 09:28PM 01'30 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #84. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). MMURMR WT sue, s la. • CIVIL O LAND PLANNING O ENVIRONMENTAL O TRAN PO T?TION ?L o LETTER OF T RA N S fail I TTA L Date: January 27, 2005 To: City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, Florida 337584748 Attn: Sherry L. Watkins, Administrative Analyst Reference: Ocean Breeze, LLC / 19 Somerset, Clearwater,FL. NES Project #502 We Transmit: (X) Enclosed () Under Separate Cover (X)Originals () Mail () Courier (X) Prints () Pick-up (X) Hand Delivered () Addendum () Shop Drawings () Per Your Request (X) For Your Review & Comment () Specifications () For Your Use (} For Your Approval (X) Applications () For Your Files () For Your Information () Floppy Disk COPIES DATE DESCRIPTION 15 1/4/05 Civil & Landscape Drawings (8 sheets) 3 sets signed & sealed 15 1/4/05 8'1/2x11" Civil Site Plan 15 1/4/05 8'1/2x11° Colored Landscape Plan 15 1/4/05 Flex Development Res. Infill Application) 15 1/4/05 Flex Development Application 15 1/4/05 Letters of Authorization 15 1/4/05 Warrant Deeds 15 1/4/05 Surveys 3 signed & sealed 15 1/4/05 Stormwater Report 3 signed & sealed 15 1/4/05 8.5x11° Colored Renderings Architectural 15 1/4/05 8.5x11" Building Elevations 15 1/4/05 Color Charts 15 1/4/05 24x36 Architectural Drawings 1 1/7/05 Ck #1001 in the amount of $1,205.00 15 1/20/05 Corrlete TDR Package, apps, surveys, deeds, letter E ?. -v- C'17nLp- La c?JC!c C l4q061Ca tjd.YJ W3 tz 10L&4-. Comments: Design Review Committee for January 31, 2005 deadline ZC ies To: Fil , Doreen A. Williams, Project Director 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 N ESADMI N@MI N D5PR1 NG.COM NE5TECH@MINDSPRIN6.COM 727 • 443 - 2869 FAX 727 • 446 - 8036 rah E C ????? PI N14I G 0 CITY OF C1. n 'I#: 2006334988 BK: 15353 PG: 1679, 09/08/2006 at 11:29 RECORDING 2 PAGES $18.50 .KEN BURKE, CLE} F COURT PINELLAS COUNTY, FL DEPUTY CLERK: CLKDMC6 09/01/2006 11:24 5624751 PAGE 01 KEN BURKE, CLERK OF COURT COUNTY - PLANNING DEPARTMENT INST# PINELLAS 200633 27780 27780 09/0'82FLORID00 6 a 'i' " at 12:02 PM a 100 S. MYRTLE AVENUE, 2No FLOOR OFF REC 8K; 15341 PG: 2475-2475 E CLEARWATER, FL 33756 DocT,ype NOTICE RECORDING: $10.00 PHONE: 727-562-4567: FAX: 727-562-4865 ?r DECLAI,RAIMN OF UNITY OF T11LE Property Owner: _/LfLFi. ??. L 4c- Property Address: 3j 7h'7 KNOW OF ALL MEN BY THESE PRESEWS, that pursuant to the ordinances of the City of Clearwater pertaining to the issuance of building permits and regulating land development activities, the undersigned, being j the fee owner (s) of the following described real property (legal description) situated in the City of Clearwater, ,,, County of Pinellas and State of Florida, to wit: a SEE AFTAwOrO a do hereby make the following declaration of conditions, limitations and restrictions on said lands, hereafter to be known and referred to as a DECLARATION OF UNITY OF TrME, as to the following particulars: 1. That the aforesaid G Plot or combination of separate lots, plots, parcels, acreage or portions thereof, shall hereafter be regarded as and is hereby deolared to be unified under one title as an indivisible building site. 2. That the said property shall henceforth be considmd as one plot or parcel of land, and that no portion v thereof shall be sold, assigned, transferred, conveyed or devised separately except in its entirety, as one plot or parcel of land. 3. That this Declaration of Unity of Title shall constitute a covenant to run with the land, as provided by v law, and shall be binding upon the undersigned, and the heirs, successors and assigns of the undersigned d' and all parties claiming under them until such time as the same may be released in writing under the order of the City Manager of the City of Clearwater. The undersigned also agree(s) that this instrument shall be recorded in the public records of Pinellas County, Florida, 1 Signed, sealed, witnessed and acknowledged this day of 20w (N( , v at Clearwater, Florida. -'- d S. ? f OWD l c a-? ers?LgV. I Y v S COUNTY OF PINELLAS The in$ insevtt?errt was aeknowl me is day of 204 by. I-'? on of whom the instnrm waa executed. ti gnature '• tr RONALD m.,AM at18TINE Notary Public Si MY COMMISSION # D409645 EXPIRES: My 16, 2= nM ? Name of Notary Printed t Notary Cominission (SEAL, iWOVE) Personally known _ orprodueed identification Type of identification produced... SAPianning DepartmeAAA0ptlestion Fomt4\4avelopment myiewwniiy orTitie Declaration 2006.doe `- PINEL'•LAS COUNTY FL OFF. REC. BK 15353 PG 1680 EXHIBIT "Alt LEGAL DESCRIPTION Lot 7, 8 and 9, Block 2, Revised Map of Clearwater Beach, according to map or plat thereof as recorded in Plat Book 11, Page(s) 5, Public Records of Pinellas County, Florida # 674655 vl STATE OF FLORIDA - PINELLAS COUNTY ereb Wrt ` 51s copyh as rrecorded n th hif c al gecords of true * !*1 pinell County. :a? This dayo ENB R E 200 i' ¢' `• ?`c? ler of C' uit Court BY: wmt? Deputy Clerk 3 o ester-St. -- ?I?; Subject Property (50.25') -- 7 -?Acacia3`t. Chalet on White Sands -? -- Chateau on White Sands - O ? S , ?O et I Capri Motel Condos )( Colony Surf Condos -- iJ • • `""' Penthouse Shores Condos 0 p Five Palms Motel Condos ?Q Nine Cambria Condos O Haddon House t la (n La Risa I (64') - . j ?- (69.5') Surfing Condos I _ N La Risa II Q- -- .1file-w4i r- CU (5 story over parking) ld D (51.83') L 1 665 Bay Esplanade The Villas Condos (58.8') Q3 C _ fy ?end-ale _St.; (4 story over parking) RO a1 Na U ?_ 657 Bay Esplanade - i I 64' Cay at Clearwater ?.?y?} Beach Condos ??ftlwoV1J JL.Q"'?___ Bay Esplanade at Clearwater Beach Condos Panorama - _ - - 1, (52.76') -- on < Oj-- j Bay Esplanade Condos `an0lfiS't JuanitaWy. CID Bay Esplanades cO I i i I -KOCKa -j Newly Approved Projects f I Belle Existing Condos I + ! Clearwater Harbor J Condos Pending Projects Beach Hotel Bamont St. -1 Old Florida District Boundaries N 0 125 250 500 750 1,01110 I-eet _ tl -- - N -- - -l l o C0 - -`?' AsteLSt-- Subject Property (50.25') - ?} p G?'?` •? i r Chalet on White Sands (56') -- Acacia St. - -- -- --- - Vr DS Chateau on White Sands (61.66') I v SomPrs\eI\St. O -Somerset St. a dl - Z Haddon House O (54') --- --- -- I?_ (D - -- La Risa ?- (69.5') L - 1 ! -- I ! I(??? La Riso II AeWfld .8t.- l L f l < - - - <b (51.83') -' i CD 665 Bay Esplanade (58.8') Glen "Ll FAOyaTWa 657 Bay Esplanade -- 1:- - - (pending 64') CL < Panorama --- (52.76') Aa/c1?ol?- - - - - (Q .G -- a Bay Esplanade- CD i Newly Approved Condos j I Belle Clearwater I Harbor Condos 1 i Beach J I Hotel i I Bamont St. _- Old Florida District Boundaries N 0 125 250 500 750 1,OP • CDB Meeting Date Case Numbers: Agenda Item: Owners: Applicant: Representative: Address: GENERAL INFORMATION: CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT ORIGINAL REQUEST: (1) Flexible Development approval to permit 14 attached dwellings in the Medium High Density Residential (MHDR) District and the Tourist (T) District with a reduction to lot area in the MHDR District from 15,000 square feet to 8,700 square feet and in the T District from 10,000 square feet to 8,700 square feet, a reduction to lot width in the MHDR District from 150 feet to 100 feet, reductions to the front (north along Somerset Street) in the MHDR District from 25 feet to 13.67 feet (to building) and from 25 feet to zero feet (to trash staging area) and in the T District from 15 feet to 13.67 feet (to building), a reduction to the front (east along Mandalay Avenue) in the T District from 15 feet to 10 feet (to building), a reduction to the side (west) setback from 10 feet to zero feet (to trash staging area) in the MHDR District, an increase to building height in the MHDR District from 30 feet and in the T District from 35 feet to 50.25 feet (to roof deck) with perimeter parapets of 5.25 feet (from roof deck) and rooftop, open pavilions of 11.75 feet (from roof deck) and to allow a building within the required sight visibility triangles, as a Residential Infill Project in the MHDR District, under the provisions of Sections 2-404.F and 2-803.B; (2) Reduction to the landscape buffer in the MHDR District along Somerset Street from 10 feet to zero feet (to trash staging area) and to the side (west) landscape buffer in the MHDR District from 10 feet to zero feet (to trash staging area), as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G; and (3) Transfer of Development Rights (TDR2005-01016) of two dwelling units to this site from 200 Brightwater Drive, under the provisions of Section 4- 1402. EXISTING ZONING/ Medium High Density Residential (MHDR) District and Tourist (T) LAND USE: District; Residential Facilities High (RFH) Category Staff Report - Community Development Board - June 21, 2005 Cases FLD2005-01006/TDR2005-01016 - Page 1 of 12 June 21, 2005 FLD2005 -01006/TDR2005 -01016 F4 Adelheid Hanghofer and Duvoisin Cottages Ocean Breeze, LLC Mr. Housh Ghovaee, Northside Engineering Services, Inc. 19 - 21 Somerset Street s 1] PROPERTY SIZE: PROPERTY USE ADJACENT ZONING/ LAND USES: CHARACTER OF THE IMMEDIATE VICINITY: • 0.400 acres; 17,432 square feet Current Use: Detached dwelling and attached dwellings Proposed Use: Attached dwellings (15 units - condominium) North: Medium High Density Residential District; Attached dwellings East: Tourist District; Overnight accommodation uses and attached dwellings South: Medium High Density Residential and Tourist Districts; Attached dwellings and commercial uses West: Medium High Density Residential District; Attached dwellings (under construction) The surrounding area is a mixture of attached dwellings (condominium), detached dwellings and overnight accommodation uses. Commercial uses are to the south along Mandalay Avenue. ANALYSIS: Site Location and Existing Conditions: The 0.400 acres is located at the southwest corner of Mandalay Avenue and Somerset Street. The proposed site is composed of four lots and has basically 200 overall feet of frontage on Somerset Street (north) and 87 feet of frontage on Mandalay Avenue (east). The western two lots are zoned Medium High Density Residential District and are currently developed with two duplex dwellings and one detached dwelling, while the eastern two lots are zoned Tourist District and are vacant. All existing improvements are planned to be demolished. There do exist attached dwellings to the north, with the Chalets on White Sands development at 14 Somerset Street nearing completion. The Chateaus on White Sands development to the west at 15 Somerset Street is currently under construction. Other attached dwellings are located to the south, while commercial uses are located to the south along Mandalay Avenue. Proposal: The proposal is to construct 14 attached dwellings (condominium) on the subject property, where 12 dwelling units are permitted based on 30 dwellings per acre. The applicant is requesting the Transfer of Development Rights of two dwellings units from 200 Brightwater Drive. The proposal is unique from other attached dwelling projects on the Beach in that all units are two stories in height, with one dwelling unit stacked over another dwelling. Units will be primarily 2,468 square feet of living area, with the eastern unit proposed at 2,406 square feet and the western unit at 2,258 square feet. Ground level parking is provided under the building. Each elevator will provide access to four dwellings, each with their own lobby, with the exception of the western elevator, which will serve only two dwellings. These elevators will also provide access to rooftop decks. Staff Report - Community Development Board - June 21, 2005 Cases FLD2005-01006/TDR2005-01016 - Page 2 of 12 • • Reductions to lot area and lot width for attached dwellings are part of this proposal in the MHDR District from 15,000 square feet to 8,700 square feet and in the T District from 10,000 square feet to 8,700 square feet and with a reduction to lot width in the MHDR District from 150 feet to 100 feet. While these reductions have been advertised, and the reduction to lot area amounts to a 58 percent reduction in the MHDR District and an 87 percent reduction in the T District, when viewed in light of the overall property this development concern is diminished in its severity. The overall property has 17,432 square feet of lot area and 200 feet of frontage on Somerset Street. However, these reductions should be reviewed in light of all other reductions or increases requested (see discussion below). The request is being processed as a Residential Infill Project in the MHDR District and otherwise as attached dwellings in the T District due to the height increase and setback reductions being requested to the building and dumpster staging area. The proposal includes reductions to the front (north along Somerset Street) in the MHDR District from 25 feet to 13.67 feet (to building) and from 25 feet to zero feet (to trash staging area) and in the T District from 15 feet to 13.67 feet (to building), a reduction to the front (east along Mandalay Avenue) in the T District from 15 feet to 10 feet (to building), a reduction to the side (west) setback from 10 feet to zero feet (to trash staging area) in the MHDR District. With regard to the front setback reduction related to the trash staging area, the building will have a refuse collection room on the ground floor within the parking garage. Dumpsters will be rolled out to the staging area on collection days. The location of the trash staging area within the front setback is necessary to eliminate the necessity of the trash truck coming on-site. The adjoining attached dwelling building to the west at 15 Somerset Street is to be constructed 10 feet from the common lot line with this proposal, which will have landscaping and retention areas within this 10-foot area. The proposed placement of the trash staging area appears to be the most logical location for this site and should have minimal negative impacts on the adjacent property. Regarding the front setback reduction to Somerset Street and Mandalay Avenue, the reductions requested are less than or equal to those setbacks approved for the attached dwelling projects at 14 Somerset Street (FLD2002-09031, approved by the CDB on November 19, 2002) and 15 - 17 Somerset Street and 16 Cambria Street (FLD2004-01002/TDR2004-01006, approved by the CDB on June 15, 2004). Both of these prior projects provided a 10-foot front, side and rear setbacks. This applicant proposes a 13.67-foot front setback from Somerset Street and a 10-foot front setback from Mandalay Avenue. The lot depth of 87 feet from Somerset Street restricts site design, especially compliance with parking lot design standards. For 90-degree parking, the proposal meets the dimensional requirements for parking stall length and drive aisle width, which totals 62 feet. It is noted that the proposal complies with the required 10-foot side setback on the west and south sides of the property. Taking into account wall depths along with the parking dimensional requirements, as well as complying with the south side setback, this produces the front setback proposed. Concurrent with the front setback reductions, this proposal includes reductions to the front landscape buffer along Somerset Street in the MHDR District from 10 feet to zero feet (to trash staging pad) and to the side (west) landscape buffer in the MHDR District from 10 feet to zero feet Staff Report - Community Development Board - June 21, 2005 Cases FLD2005-01006/TDR2005-01016 - Page 3 of 12 i • (to trash staging area). As with the front setback reduction requested, the location of the trash staging area within the front landscape buffer area is necessary to eliminate the necessity of the trash truck coming on-site. Site drainage has been designed to be located within a vault under the building, allowing the proposed setback areas to be fully usable for landscaping. The adjoining attached dwelling building to the west at 15 Somerset Street is to be constructed 10 feet from the common lot line with this proposal, which will have landscaping and retention areas within this 10-foot area. The proposed placement of the trash staging area appears to be the most logical location for this site and should have minimal negative impacts on the adjacent property. The Code does not require perimeter buffering in the Tourist District. The site today has some existing on-site parking spaces, but there is existing parking that straddles the front property line along Somerset Street (partially on-site and partially within the right-of- way). The proposal is to eliminate all parking within the right-of-way and provide 25 parking spaces on-site (Code requirement is 1.5 spaces per unit or 21 spaces; proposal is at 1.78 spaces per unit). Parking will be provided within the ground level parking garage and will be fully screened from view by solid walls and railings similar to those for the residential units above. The driveway on Somerset Street has been located on the northwest corner of the building, has been designed 24 feet in width (as requested by the Fire Department so that it will act as a fire truck turn around) and will be gated. The proposal includes constructing 14 attached dwellings (condominiums) in a building with four living floors over ground level parking. The proposal includes an increase to the building height from 30 feet (MHDR District) and 35 feet (T District) to 50.25 feet from the Base Flood Elevation (BFE) to the highest roof deck. The site is located within the "Old Florida District" of Beach by Design where the preferred form of development includes low- to mid-rise new single-family dwellings and townhomes. The Planning Department has interpreted mid-rise as maximum of 50 feet based on the height standards in the Medium Density Residential (MDR), Medium High Density Residential (MHDR) and High Density Residential (HDR) Districts. Beach by Design calls for renovation and revitalization of existing improvements with limited new construction where renovation is not practical within the "Old Florida District." While the proposal is not one of the preferred development types, the proposed height of this building at 50.25 feet to the roof deck may be viewed as being consistent with building heights approved by the CDB in the "Old Florida District," and close to that interpreted by Staff as being "mid-rise" in height. The proposed height of 50.25 feet is also a function of requirements of the Fire Department for this site to provide a fire truck turn around. Complying with this requirement necessitated raising the building to meet a 14-foot building clearance for the truck, pushing the parking level taller than normal (15 feet ground level to first floor level rather than generally a 10-foot floor to floor). There are other attached dwelling buildings of comparable height in close proximity. These include the Colony Surf Condominium building to the southwest on the north side of Cambria Street (three living floors over ground level parking; approximately 35 feet in height from BFE to roof deck), the Chalets on White Sands condominium to the north at 14 Somerset Street (almost complete at 56 feet in height) and the Chateau on White Sands condominium to the west at 15 Somerset Street (under construction at 61.66 feet in height). Staff Report - Community Development Board - June 21, 2005 Cases FLD2005-01006/TDR2005-01016 - Page 4 of 12 0 0 The proposal includes a request to increase the height of perimeter parapets around the edge of the roof deck an additional 5.25 feet (from roof deck), where the Code permitted maximum is 30- inches. This 5.25-foot increase only occurs at the curved portions of the parapets on the north elevation. Railings otherwise as part of the parapet are 42-inches in height, which is required under Building Code provisions. This increase may be viewed as providing visual interest to the building, making the parapets proportional in respect to the height of the building and to aid in the screening of the rooftop air conditioning units. The primary Staff concern with this project is that, while the proposed building height has been proposed and advertised at 50.25 feet from BITE to the roof deck, there are too many projections above the roof deck making the building appear as approximately 62 feet in height. There are four elevators and two stair towers each projecting 12 feet above the roof deck (within Code permitted limitations of 16 feet). However, the roof has been designed as private recreation areas, each with an open pavilion (except the eastern two units). When all of these projections above the main roof are totaled, their square footage amounts to 31.7 percent of the main roof area. Along with this percentage, it is the dispersed location of these projections that make the building appear 62 feet tall rather than 50.25 feet tall. With the roof being private recreation areas, the elevator and stair projections are a necessity. Due to these projection's design and percentage of the main roof, Staff recommends eliminating the open pavilions as a means to ensure the advertised building height maintains this height appearance. The addition of the two dwelling units through the Transfer of Development Rights does not produce a building out of character with the surrounding area and is in compliance with the criteria of Section 4-1403. A sidewalk will be constructed within the right-of-way of Somerset Street for pedestrian safety, where no sidewalk presently exists, which will complete the sidewalk on the south side of Somerset Street between the project at 15 Somerset Street and Mandalay Avenue. Site drainage is proposed within a vault under the east side of the building. The applicant is not proposing any signage at this time. It is noted that the Code does not provide the ability to request a Comprehensive Sign Program for a residential property. Future signage will need to meet the requirements of the Code and any future freestanding sign must be a monument-style sign a maximum four feet in height, designed to match the exterior materials and color of the building. Staff's general support for this proposal is based on the reasons enumerated above. The proposal is compatible with the surrounding properties. The redevelopment of this site will improve the appearance of this site and the surrounding area. All applicable Code requirements and criteria including, but not limited to, General Applicability criteria (Section 3-913), Residential Infill Project criteria (Section 2-404.17) and attached dwelling criteria in the Tourist District (Section 2-803.13) have been met. Code Enforcement Analysis: There are no outstanding enforcement issues associated with this site. Staff Report - Community Development Board - June 21, 2005 Cases FLD2005-01006/TDR2005-01016 - Page 5 of 12 • 0 COMPLIANCE WITH STANDARDS AND CRITERIA: (Sections 2-401.1, 2-404.F, 2- 801.1 and 2-803.0: STANDARD PROPOSED CONSISTENT INCONSISTENT MAXIMUM 14 dwelling units (a) X* DENSITY (30 dwelling units per acre) (12 dwelling units maximum IMPERVIOUS 0.716 X SURFACE RATIO (ISR) (0.85 maximum - MHDR; 0.95 - T LOT AREA (For 0.400 acres; 17,432 square feet X* attached dwellings: 15,000 sq. feet minimum - MHDR; 10,000 sq. feet minimum - T LOT WIDTH (For North: 200 feet (100 feet in MHDR X* attached dwellings: and 100 feet in T) 150 feet minimum - East: 87 feet (T) MHDR; 100 feet - T FRONT SETBACK North: 13.67 feet (to building); zero X* (15-25 feet - MHDR; feet (to dumpster staging area); 0-15 feet - T East: 10 feet to building REAR SETBACK N/A (corner lots have two fronts and X (10-15 feet - MHDR; two sides) 10-20 feet - T SIDE SETBACK South: 10.1 feet (to building) (MHDR X* (0-10 feet - MHDR; 0- & T) 10 feet - T) West: 10.6 feet (to building) and zero feet (to trash staging area (MHDR HEIGHT (For 50.25 feet (to roof deck) with X* attached dwellings: perimeter parapets of 5.25 feet (from 30-50 feet maximum - roof deck) and rooftop, open pavilions MHDR; 35-100 feet - of 11.75 feet (from roof deck) T PARKING SPACES 25 spaces (1.78 spaces per unit) X (1.5 spaces per unit - attached dwellings; 21 spaces required) (a) Includes the Transfer of Development Rights of two dwellings from 200 Brightwater Drive. * See discussion under Analysis. Staff Report - Community Development Board - June 21, 2005 Cases FLD2005-01006/TDR2005-01016 - Page 6 of 12 0 • COMPLIANCE WITH RESIDENTIAL INFILL PROJECT FLEXIBILITY CRITERIA (Section 2-404.F): Consistent Inconsistent 1. The development or redevelopment of the parcel proposed for X development is otherwise economically impractical without deviations from the intensity and development standards. 2. The development of the parcel proposed for development as a X residential infill project will not materially reduce the fair market value of abutting properties. 3. The uses within the residential infill project are otherwise permitted in X the district. 4. The uses within the residential infill project are compatible with X adjacent lands uses. 5. The development of the parcel proposed for development as a X residential infill project will upgrade the immediate vicinity of the parcel proposed for development. 6. The design of the proposed residential infill project creates a form and X function which enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 7. Flexibility in regard to lot width, required setbacks, height and off- X* 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. Building height may only exceed 80 feet, however, if the parcel proposed for development fronts on Clearwater Bay or is only separated from Clearwater Bay by a public open sace. * See discussion under Analysis. Staff Report - Community Development Board - June 21, 2005 Cases FLD2005-01006/TDR2005-01016 - Page 7 of 12 • COMPLIANCE WITH ATTACHED DWELLING FLEXIBILITY CRITERIA (Section 2- 803.B): Consistent Inconsistent 1. Lot area and width: The reduction in lot area will not result in a X 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 X involve direct access to an arterial street. 3. Height: X* 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: X 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: X 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 X guidelines in Division 5 of Article 3. * See discussion under Analysis. Staff Report - Community Development Board - June 21, 2005 Cases FLD2005-01006/TDR2005-01016 - Page 8 of 12 E C7 COMPLIANCE WITH GENERAL STANDARDS (Section 3-913): Consistent Inconsistent 1. Development of the land will be in harmony with the scale, bulk, X* coverage, density and character of adjacent properties. 2. Development will not hinder or discourage development and use of X adjacent land and buildings or significantly im air the value thereof. 3. Development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. Development is designed to minimize traffic congestion. X 5. Development is consistent with the community character of the X immediate vicinity. 6. Design of the proposed development minimizes adverse effects, X including visual, acoustic and olfactory and hours of operation impacts on adjacent properties. * See discussion under Analysis. COMPLIANCE WITH TRANSFER OF DEVELOPMENT RIGHTS STANDARDS Section 4-1403): I Consistent Inconsistent 1. The development of the parcel proposed for development will not X reduce the fair market value of abutting property. 2. The uses within the project are otherwise permitted in the City of X Clearwater. 3. The uses or mix of uses within the project are compatible with X adjacent land uses. 4. The development of the parcel proposed for development will X upgrade the immediate vicinity of the parcel proposed for development. 5. The design of the proposed project creates a form and function which X enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. * See discussion under Analysis. FINDINGS OF FACT AND CONCLUSIONS OF LAW: FINDINGS OF FACT 1. The subject 0.400 acres is zoned Medium High Density Residential and Tourist Districts and is located within the "Old Florida District" of Beach by Design; 2. The current use of the site is for four attached dwellings and one detached dwelling, which will be demolished as part of this proposal; 3. Based on current Land Use Category density limitations of 30 dwelling units per acre, the overall subject site may be redeveloped with a maximum of 12 dwelling units; Staff Report - Community Development Board - June 21, 2005 Cases FLD2005-01006/TDR2005-01016 - Page 9 of 12 0 0 4. The applicant proposes to redevelop the entire site for 14 attached dwellings in a residential building 50.25 feet tall; 5. The applicant is deriving the proposed density through the Transfer of Development Rights of two dwellings from 200 Brightwater Drive; 6. The lot depth of 87 feet from Somerset Street restricts site design, especially compliance with setback requirements; 7. Reductions to setbacks to the building and trash staging area proposed are similar to those approved for other projects within the "Old Florida District" west of Mandalay Avenue and represent improvements over that existing; 8. The proposed building height increased to comply with a Fire Department requirement for a fire truck turn around, necessitating a 14-foot building clearance; 9. The proposed building height of 50.25 feet is considered a mid-rise development; 10. The open rooftop pavilions, coupled with the elevator and stairway projections above the roof, amount to 31.7 percent of the main roof area, with these projections dispersed as to their location on the roof and produces an overall building appearance of 62 feet in height; 11. The proposal is otherwise compatible with the surrounding development, will enhance the character of the immediate vicinity and will improve the appearance of this site and the surrounding area.; and 12. There are no active code enforcement cases for the parcel. CONCLUSIONS OF LAW 1. Staff concludes that the proposal complies with the Flexible Development criteria as a Residential Infill Project per Section 2-2-4041; 2. Staff concludes that the proposal complies with the Flexible Development criteria for attached dwellings per Section 2-803.B; 3. Staff concludes that the proposal is in compliance with the General Applicability criteria per Section 3-913 and the other standards of the Code; 4. Staff concludes that the proposal is in compliance with the criteria and standards for the Transfer of Development Rights per Sections 4-1402 and 4-1403; 5. Staff further concludes that the proposal complies with Beach by Design; and 6. Based on the above findings and proposed conditions, Staff recommends approval of this application. SUMMARY AND RECOMMENDATION: The Development Review Committee reviewed the application and supporting materials on March 3 and May 5, 2005. The Planning Department recommends APPROVAL of the (1) Flexible Development application to permit 14 attached dwellings in the Medium High Density Residential (MHDR) District and the Tourist (T) District with a reduction to lot area in the MHDR District from 15,000 square feet to 8,700 square feet and in the T District from 10,000 square feet to 8,700 square feet, a reduction to lot width in the MHDR District from 150 feet to 100 feet, reductions to the front (north along Somerset Street) in the MHDR District from 25 feet to 13.67 feet (to building) and from 25 feet to zero feet (to trash staging area) and in the T District from 15 feet to 13.67 feet (to building), a reduction to the front (east along Mandalay Avenue) in the T District from 15 feet to 10 feet (to building), a reduction to the side (west) setback from 10 feet to zero feet Staff Report - Community Development Board - June 21, 2005 Cases FLD2005-01006/TDR2005-01016 - Page 10 of 12 • s (to trash staging area) in the MHDR District, an increase to building height in the MHDR District from 30 feet and in the T District from 35 feet to 50.25 feet (to roof deck) with perimeter parapets of 5.25 feet (from roof deck) and rooftop, open pavilions of 11.75 feet (from roof deck) and to allow a building within the required sight visibility triangles, as a Residential Infill Project in the MHDR District, under the provisions of Sections 2-404.F and 2-803.B; (2) Reduction to the landscape buffer in the MHDR District along Somerset Street from 10 feet to zero feet (to trash staging area) and to the side (west) landscape buffer in the MHDR District from 10 feet to zero feet (to trash staging area), as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G; and (3) Transfer of Development Rights (TDR2005-01016) of two dwelling units to this site from 200 Brightwater Drive, under the provisions of Section 4-1402, for the site at 19 - 21 Somerset Street, with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria as a Residential Infill Project per Section 2-404.F. 2. The proposal complies with the Flexible Development criteria for attached dwellings per Section 2-803.B. 3. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 4. The proposal is in compliance with the criteria and standards for the Transfer of Development Rights per Sections 4-1402 and 4-1403. 5. The development is compatible with the surrounding area and will enhance other redevelopment efforts. 6. The proposal is in compliance with the Old Florida District of Beach by Design. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That a special warranty deed, specifying the number of dwelling units being conveyed or sold from 200 Brightwater Drive and being transferred to this site, be recorded prior to the issuance of any permits for this project. The special warranty deed shall also contain a covenant restricting in perpetuity the use of all platted lots at 200 Brightwater Drive due to the transfer of development rights. Any mortgage holder of the sending site (200 Brightwater Drive) shall consent to the transfer of development rights prior to the issuance of any permits; 3. That a Unity of Title be recorded in the public records prior to the issuance of any permits; 4. That the rooftop, open pavilions be eliminated; 5. That any future freestanding sign be a monument-style sign a maximum four feet in height and designed to match the exterior materials and color of the building; 6. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; Staff Report - Community Development Board - June 21, 2005 Cases FLD2005-01006/TDR2005-01016 - Page 11 of 12 r s 7. That a condominium plat be recorded prior to the issuance of the first Certificate of Occupancy; 8. That all Parks and Recreation fees be paid prior to the issuance of any permits; 9. That all Fire Department requirements be met prior to the issuance of any permits; and 10. That Transportation Impact Fees be paid prior to the issuance of the first Certificate of Occupancy. Prepared by: Planning Department Staff: ha,? 4A. Ja Wayn M. Wells, AICP, Planner III ATTACHMENTS: Aerial Photograph of Site and Vicinity Location Map Future Land Use Map Zoning Atlas Map Application S: (Planning Department)C D BWLEX (FLD)IPending cases)Up for the next CDBISomerset 19 - 21 Ocean Breeze (MHDR + 7) - 6.21.05 CDB - WWISomerset 19-21 StaffReport.doc Staff Report - Community Development Board - June 21, 2005 Cases FLD2005-01006/TDR2005-01016 - Page 12 of 12 i • ' ?' S` a a$ D a wurNaG dwo1 C?RDEM BT o QW0 off VER8ENA M0 D? a m 0 ow PROJECT , Rs I SITE ABfER a ACM A ? a 1 IXEMD a p 0 IELLY= Q BAY 4 ' AVA1lN ,I ?p^ I H6 ' M ? BSPlM1AM 4 - 1 1 ROO -MY gN P ?ANM BAYMW Sr BKf/# PAPAYA $T H g?, k (- ?. PABBA6 < u17 P*ft O a.+ea...Y - wnoMUnn Location Map Owners: Duvoisin Cottages and Cases: FLD2005-01006 Adelheid Han hofer TDR2005-01016 Site: 19 - 21 Somerset Street Property Size(Acres): 0.40 05/29/15/16362/002/0060 PIN: 05/29/15/16362/002/0070 05/29/15/16362/002/0080 05/29/15/16362/002/0090 Atlas Page: 258A 0 0 ?. '- a L+ Nk- OM 4 M WILL a LJ r; J x A Aerial Map Owners: Duvoisin Cottages and Cases: FLD2005-01006 Adelheid Han hofer TDR2005-01016 Site: 19 - 21 Somerset Street Property Size (Acres) : 0.40 05/29/15/16362/002/0060 05/29/15/16362/002/0070 PIN: 05/29/15/16362/002/0080 05/29/15/16362/002/0090 Atlas Page: 258A 0 0 L ---1 t ASTER 0 71 ; tl 1?2 T f O i IJ f I ?J ? Li ~1 L--- _ I 7fl 1 i t 709 n 7 j! r ,2 L I 1 l8? I__704 _ 1 _ ! _-' gar-- -- ?!o ACACIA ST rl "--- N -4 _ 1 I tip '? ' r I _ I I , I j 1 I I r?-r i 11 1 L_il r--' 1 I _ v i 1 ?J rd, -! _? I `4 I P 1 "I I .. .- ? 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ROYAL WAY Existing Surrounding Uses Map Duvoisin Cottages and FLD2005-01006 F Owners: Adelheid Han hofer Cases: TDR2005-01016 Site: 19 - 21 Somerset Street Property 0.40 size(Acres): 05/29/15/16362/002/0060 05/29/15/16362/002/0070 PIN: 05/29/15/16362/002/0080 05/29/15/16362/002/0090 Atlas Page: 258A 2 property --`-'- t?IAI -r+rr+ 19 - 21 Somerset Street View looking northeast at existing attached dwellinss at 14 Somerset Street at Page 1 of 2 FLD2005-01006/TDR2005-01016 View looking south at existing building on subject View looking southwest at attached dwellings under construction at 15 Somerset Street • View looking northwest at existing buildings south of the subject property View of existing overnight accommodations east of the subject property across Mandalay Avenue 19 - 21 Somerset Street FLD2005 -01006/TDR2005 -01016 • View looking northwest at existing buildings south of the subject property View of existing overnight accommodations northeast of the subject property across Mandalay Avenue Page 2 of 2 IL • s Wells, Wayne From: Watkins, Sherry Sent: Friday, May 13, 2005 9:24 AM To: DRC Members Subject: FW: Resubmittals for June 21, 2005 CDB I have placed one of each cases of these cases on the back shelf near ROOM 216 Please review by Tuesday May 17, 2005by 4pm -----Original Message----- From: Watkins, Sherry Sent: Friday, May 13, 2005 9:04 AM To: Planning Subject: Resubmittals for June 21, 2005 CDB Good Morning, Yesterday was resubbmittal for CDB here are the following cases that were submitted. 1. FLD2005-02021 - 325 S. Gulfview - Mark Parry 2. FLD2005-03028 - 2077 E Palmetto - Mark Parry 3. FLD2005-03032 - 657 Bay Esplanade - Mark Parry 4. FLD2005-03026 - 1871 Kings Hwy - Mark Parry 5.FLD2005-03030 - 2155 Montclair Road - Mark Parry 6. LUZ2005-03004 - 137 Fernwood Avenue - Mark Parry 7. FLD2005-03031 - 706 Bayway Blvd - Wayne Wells 8. FLD2003-02007A - 130 Brightwater - Wayne Wells 9. FLD2005-01006 - 19 Sommerset - Wayne Wells 10. FLD2005-02017 - 18419 US Hwy 19 - Wayne Wells 11. FLD2005-03025 - 1860 Fort Harrison - Wayne Wells 12. ANX2005-03007 - 2346 Ella Place - Michael (PPC) 13. ANX2005-03008 - 2300 Drew Street - Michael (PPC) 14. ANX2005-03009 - 2077 Palmetto Street - Michael (PPC) A set will be given to you shortly. Thank you, Sherry Watkins Planning Department Administrative Analyst 1 Wells, Wayne From: Wells, Wayne Sent: Friday, May 13, 2005 11:36 AM To: Kambourolias, Sam Cc: Herman, Jason Subject: Map Request for 19-21 Somerset Street Sam - Attached is a map request for Cases FLD2005-01006/TDR2005-01016 for the property at 19 - 21 Somerset Street. I will bring over the paperwork. The survey that I will bring over you may keep. Thanks- Wayne CS ?' FLD Map request form.doc e: a • • Wells, Wayne From: Rice, Scott Sent: Monday, June 13, 2005 10:41 AM To: Wells, Wayne Subject: RE: FLD2005-01006/TDR2005-01016, 19-21 Somerset Street Met D. Scott Rice Land DeveL Engr. Manager 727-562-4781 scott.rice@MyClearwater.com -----Original Message----- From: Wells, Wayne Sent: Monday, June 13, 2005 10:40 AM To: Rice, Scott Subject: RE: FLD2005-01006/TDR2005-01016, 19-21 Somerset Street Scott - There is still a Traffic comment in Permit Plan. Was this meant to be "met" or still "not met"? Wayne -----Original Message----- From: Rice, Scott Sent: Monday, June 13, 2005 10:05 AM To: Wells, Wayne Subject: RE: FLD2005-01006/TDR2005-01016, 19-21 Somerset Street Oops Transportation Impact Fees to be determined and paid prior to a C.O. D. Scott Rice Land Devel. Engr. Manager 727-562-4781 scott.rice@MyClearwater.com -----Original Message----- From: Wells, Wayne Sent: Monday, June 13, 2005 10:04 AM To: Rice, Scott Subject: RE: FLD2005-01006/TDR2005-01016, 19-21 Somerset Street Scott - Could you be a little more specific in your condition. Thanks. :>) Wayne -----Original Message----- From, Rice, Scott Sent: Monday, June 13, 2005 9:51 AM To: Wells, Wayne Subject: FLD2005-01006/TDR2005-01016, 19-21 Somerset Street 1 0 0 Wayne The only condition I came up with on this one is: FLD2005-01006/TDR2005-01016, 19-21 Somerset Street D. Scott Rice Land Devel. Engr. Manager 727-562-4781 scott.rice@MyClearwater.com -----Original Message----- From: Wells, Wayne Sent: Sunday, June 12, 2005 6:53 PM To: Blackburn, Anne; Rice, Scott Subject: CDB agenda item comments Anne and Scott - Could you see me Monday morning regarding FLD2005-01006/TDR2005-01016, 19-21 Somerset Street, and FLD2005-03031, 706 Bayway Boulevard. Revised plans were resubmitted to correct or comply with comments still not met in Permit Plan. If they have corrected the plans to meet the condition, I would like to get the comments "met" in Permit Plan. Thanks. Wayne • • Wells, Wayne From: Blackburn, Anne Sent: Monday, June 13, 2005 11:22 AM To: Wells, Wayne Subject: RE: CDB agenda item comments Hi Wayne, Per instructions from chief of Construction S.C. Strong re conditions on FLD 2005-01006 the Fire Dept. requirement for a turnaround has be met to his approval after conversation with architect John Marshal Scott. I have changed the condition from not met to met, and from Hold to Done on the Activity page. Hope this information is helpful to you. Anne -----Original Message----- From: Wells, Wayne Sent: Sunday, June 12, 2005 6:53 PM To: Blackburn, Anne; Rice, Scott Subject: CDB agenda item comments Anne and Scott - Could you see me Monday morning regarding FLD2005-01006/TDR2005-01016, 19-21 Somerset Street, and FLD2005-03031, 706 Bayway Boulevard. Revised plans were resubmitted to correct or comply with comments still not met in Permit Plan. If they have corrected the plans to meet the condition, I would like to get the comments "met" in Permit Plan. Thanks. Wayne • • Wells, Wayne From: Blackburn, Anne Sent: Monday, June 13, 2005 10:09 AM To: Wells, Wayne Cc: Strong, Steve Subject: RE: CDB agenda item comments Hi Wayne, The revised plan submittal addressed Fire's comments on FLD2005-03031 and I made the adjustments in the computer. I took a copy of the plans for FLD2005-01006 to the Chief of Construction Steve Strong for his input, and he said he would personally call the architect John Marshall Scott to address Fire's remaining comment re Fire Dept. turnaround/use of ground floor garage entrance for fire vehicle backing in and out. I hope this information is helpful to you. -----Original Message----- From: Wells, Wayne Sent: Sunday, June 12, 2005 6:53 PM To: Blackburn, Anne; Rice, Scott Subject: CDB agenda item comments Anne and Scott - Could you see me Monday morning regarding FLD2005-01006/TDR2005-01016, 19-21 Somerset Street, and FLD2005-03031, 706 Bayway Boulevard. Revised plans were resubmitted to correct or comply with comments still not met in Permit Plan. If they have corrected the plans to meet the condition, I would like to get the comments "met" in Permit Plan. Thanks. Wayne 190, L-i STW%krisialk S?. FL vaao:-o1oov Hve"ar• • ? 49A 249B B t 4 19 >,: >> a 12 ASTER STREET $ CITY 0 ir_cU aN? 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AGREEMENT TO ANNEX OPERTY P II e $ IfENO AL 4 L $ g S r YfA ne, TA ' 4 5?" •0 ' CITY OWNED R I 77 G4 3 3 0 ' ~ $ C $ A ?r < QOa 1 "' 5 < ? t6a _\ I E„ 9 g ,> MDR ZONING DESIGNATION (?? \ 4 5 B 9 F C:6,; t76>,': tJ .]2 3 p„ 7 3'x, CY I 6 t9 ZONE LINE of ?/? 1 15 14 1 3 p3 11 10 (w Jy ee8 lu ., far O BAY REZONE ono o.a r5-u _ I a 3 af X46 _ CLEARWATER BEACH REC. CWPLEXQ S G) 21"/d, masu i2/,t/b, a aa, ? 33/01 I MNDALAY a? vp ¦?('a> O AN t R/ oe? ? mr ? I I A..7 i` as .AAs P ? • a Y ROCKAWAY $ STR r s J 3 ° MIL = I OOR11111..1112 s - BELLE HARBOR I m Y $ ' 10 z 9 1 dat 6 °ao 7 128 t- lb \? REVISED: 09/09/2002 J,J T ? ? ? ? ZONING ATLAS T oo TION epo ear SW 1 /4 OF SEC 1258A ? ? 267A 2678 A 5 - 29 S - 15 E G N O O N O N M 174 0 3 Ln N f0 i C 117 c N P 0 • • Wells, Wayne From: Rice, Scott Sent: Wednesday, May 18, 2005 10:37 AM To: Wells, Wayne Subject: FW: FLD2005-01006 - 19 Somerset Almost forgot. Plans do not include a sight triangle at Somerset & Mandalay. D. Scott Rice Land DeveL Engr. Manager 727-562-4781 scott.rice@MyClearwater.com -----Original Message----- From: Rice, Scott Sent: Wednesday, May 18, 2005 10:32 AM To: Wells, Wayne Subject: FLD2005-01006 - 19 Somerset Same concern as with 706 Bayway: Wayne, The applicant has not provided justification for use of a vault to provide stormwater treatment as discussed at DRC. See below: Underground Vaults are not allowed as water quality facilities.( page 7 of the Storm Drainage Design Criteria for the City of Clearwater) -please revise- The City's standard requires the provision of treatment of 1/2 inch of rainfall. 5/18/05 - USE OF A VAULT MAY BE ALLOWED ONLY AS SPECIFICALLY APPROVED BY THE CITY ENGINEER. APPLICANT WAS ADVISED AT DRC THAT THE USE OF A VAULT MUST BE JUSTIFIED. NO JUSTIFICATION HAS BEEN SUBMITTED. This is not a major problem provided the vault can be justified. Other than this the only conditions of approval would be the common conditions. D. Scott Rice Land Devel. Engr. Manager 727-562-4781 scott.rice@MyClearwater.com 3:00 pm Case Number: FLD2005-01006 -- 19 SOMERSET ST 21 Owner(s): Duvoisin Cottages 21 Somerset Street Clearwater, F133767 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Owner(s): Adelheid Hanghofer 19 Somerset St Clearwater, FI 33767 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Applicant Ocean Breeze, Llc 200 Brightwater Dr Ste 2 Clearwater, F133767 TELEPHONE: 727-512-0443, FAX: 727-449-9256, E-MAIL: No Email Representative: Northside Engineering Services Inc. 601 Cleveland Street Clearwater, F133755 TELEPHONE: 727-443-2869, FAX: 727-446-8036, E-MAIL: debra@northsideengineering.com Location: 0.400 acres located at the southeast corner of Mandalay Avenue and Somerset Street Atlas Page: 258A Zoning District: MHDR, Medium High Density Residential Request: (1) Flexible Development approval to permit 14 attached dwellings in the Medium High Density Residential (MHDR) District and the Tourist (T) District with a reduction to lot area in the MHDR District from 15,000 square feet to 8,700 square feet and in the T District from 10,000 square feet to 8,700 square feet, a reduction to lot width in the MHDR District from 150 feet to 100 feet, reductions to the front (north along Somerset Street) in the MHDR District from 25 feet to 13.67 feet (to building) and from 25 feet to zero feet (to trash staging area) and in the T District from 15 feet to 13.67 feet (to building), a reduction to the front (east along Mandalay Avenue) in the T District from 15 feet to 10 feet (to building and pavement), an increase to building height in the MHDR District from 30 feet and in the T District from 35 feet to 49.25 feet (to roof deck) with perimeter parapets of 5.25 feet (from roof deck) and rooftop, open pavilions of 12.083 feet (from roof deck) and to allow a building within the required sight visibility triangles, as a Residential Infill Project in the MHDR District, under the provisions of Sections 2-404.17 and 2-803.13; (2) Reduction to the landscape buffer along Somerset Street from 10 feet to zero feet (to trash staging area), as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G; and (3) Transfer of Development Rights (TDR2005-01016) of two dwelling units to this site from 200 Brightwater Drive, under the provisions of Section 4-1402. Proposed Use: Attached dwellings Neighborhood Clearwater Beach Association Association(s): Clearwater, Fl 33767 100 Devon Dr TELEPHONE: 443-2168, FAX: No Fax, E-MAIL: papamurphy@aol.com 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, F133767 483 E Shore Drive TELEPHONE: 727-446-3711, FAX: No Fax, E-MAIL: coral483@aol.com Presenter: Wayne Wells, Planner III Attendees Included: City Staff: (3/3/05) Wells, Parry, Rice, Blackburn, Glenn (5/5/05) Wells, Thompson, Rice, Blackburn Appl./Rep: (3/3/05) Doreen Williams, John Marshall Scott, Roland Rogers, Troy Perdue, Danny Patel (515105) Williams, Ghovaee, Rogers, Scott, Wannen The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, May 5, 2005 - Page 50 The following to be addressed prior to building permit: • 1) Bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standard, including A.D.A. (Truncated domes per D.O.T. Index #304.) 2) Ductile iron pipe shall be installed between any tap and water meter. Ductile iron pipe shall 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. 3) The City of Clearwater will provide water tap, set the B.F.P.D. (back flow preventor device) only. The applicant is responsible for the water main extension from the tap to the device. Applicant is also responsible for all associated fees and all other installation fees. IV 4) A separate right-of-way permit will be required for all work within City rights-of-way. Contact Don Melone (727.562.4798) for permit information. 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 . Underground Vaults are not allowed as water quality facilities. ( page 7 of the Storm Drainage Design Criteria for the City of Clearwater) -please revise- The City's standard requires the provision of treatment of 1 /2 inch of rainfall. Fire: 1 . Garage entrance must meet minimum 14 ft vertical clearance if entrance to garage to be used as any part of fire department and/or emergency vehicle turnaround. Any vault under parking lot/garage to be built to HS-20 specifications where fire department or emergency vehicle may be required to drive ( ie. fire department turn around.). Please acknowledge PRIOR TO CDB. 2. . 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 respond PRIOR TO CDB. 3 . Ensure adequate water supply for fire fighting purposes. Please respond PRIOR TO CDB. 4. Fire hydrant must be on an unrestricted line. Please respond PRIOR TO CDB. Harbor Master: 1 . No issues. Legal: I . No issues. Land Resources: i . No Issues. Landscaping: 1 . Prior to building permit, plans indicate two Plumbago on the pavement of the eastern drive, revise plan accordingly. Parks and Recreation: 1 . No comment to development rights transfer however please note Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Stormwater: 1 . 1. Provide means for the vault to recover storage volume. (met) 2. Verify that the inlet serving as the outfall connection has sufficient depth. Show survey info on plans. If inlet does not have sufficient depth, replace it. If it does, specify to "core" the connection. (not met, need to measure down to bottom of inlet) All of the above to be addressed prior to CDB. Prior to building permits, provide the following: 1. Copy of approved SWFWMD permit or exemption letter 2. Show roof drains on architectural plans that demonstrate that all runoff from site will be routed through the vault. 3. It appears that the adjacent lot to west property line may be impacted from site runoff. Adjust swale design in this area or provide sufficient grades to demonstrate that this will not happen. Solid Waste: 1 . Explain how Solid Waste and Recycling will be handled ? Development Review Agenda - Thursday, May 5, 2005 - Page 51 0 0 Traffic Engineering: 1 . 1.Provide 20'x 20' sight distance triangle at the intersection of Somerset Street and Mandalay Avenue. Objects within the sight distance triangles must not exceed 30" in height from the pavement. (Community Development Code Section 3-904) 2. Move egress driveway 60' from the intersection to provide turning maneuverability for motorists exiting driveway. 3. Provide the word stop and a stop bar on the pavement using white paint at the egress driveway. 4. Provide directional arrows on the pavement to inform motorists of the flow of internal parking garage. 5. Provide "do not enter" signs at the egress driveway where appropriate. 6. Provide a window/opening for walls that are blocking the sight visibility for motorists parked in a parking stall. Planning: All of the above to be addressed prior to CDB. General note: Transportation Impact Fees to be determined and paid prior to a C.O. Development Review Agenda - Thursday, May 5, 2005 - Page 52 J 1 . 4/27/05 - WW 0 • The proposal is for attached dwellings (condominiums) in the Old Florida District of Beach by Design. Single-family dwellings and townhomes are the preferred form of development in the Old Florida District. 2/22/05 - WW The proposal is for attached dwellings (condominiums) in the Old Florida District of Beach by Design. Single-family dwellings and townhomes are the preferred form of development in the Old Florida District. Staff cannot support the proposal. n 4/27/05 & 2/22/05 - WW Duvoisin Cottages is not listed by the State Division of Corporations. Is this a corporation? If so, under what capacity is George Duvoisin to the corporation (president, CEO, etc.)? Provide / such on the Affidavit to Authorize Agent. 4/27/05 & 2/22/05 - WW Revise response under Exhibit "B" for #1 as there is a reduction to lot area from 10,000 square feet to 8,700 square feet in the Tourist District. Provide justification. 4/27/05 & 2/22/05 - WW Revise response under Exhibit "B" for #3a as there is an increase to building height from 35 feet to 49.25 feet. Provide justification. J5. 4/27/05 - WW Comprehensive Landscape Program still needed due to trash staging area. Provide application with all appropriate responses and revisions to below comment. 2/22/05 - WW Revise the Comprehensive Landscape Program Application to indicate the legal property owners. 4/28/05 & 2/22/05 - WW Show on Sheets C3.1 and L1.1 the visibility triangle at the intersection of Mandalay Avenue and ff Somerset Street. ?1 . 4/28/05 & 2/22/05 - WW Indicate on Sheet Al the proposed colors of the different exterior materials (provide colors 1 - 5 verbiage). ,4 8 Concern - Columns indicated on the ground floor parking level, if carried upward to the living levels, appear to interfere with the dens on Levels 2 & 4 and bathrooms on Levels 3 & 5. Advise. J9. Exhibit "B" #6 - Unclear of the statement in sentence #3 as to varied roof heights, as the roof height is 49.25 feet. Revise. 10 . 5/5/05 - WW per discussion at DRC Increase height is due to the Fire Department requesting a fire truck turnaround at the western driveway. Fire Department requires 14-foot clearance. Fire truck will not go into garage, but applicant had to raise the entire structure to comply with the Fire Department request. 4/28/05 - WW Provide full justification for the parking garage level being 15 feet from floor to floor of the Level 2, as to why it must be this height and not less and in light of the garage doors being normal sized. ?11 . Sheet Al - Add railing on the west side of the roof level of the north elevation. 12. Sheet Al - On the east and west sides of the roof level on the north elevation add the same railing details as on lower levels. Also add same railing details to all levels on the south elevation. 13 5/5/05 - WW per discussion at DRC Applicant will look at potentially removing some of these pavilions. Depending on what is resubmitted, Staff may raise this concern in the staff report. 4/28/05 - WW Sheet Al and A3 - Concerned with the amount of roofed structures above the main flat roof (at 49.25 feet high). This large amount portrays an appearance that the building is actually 61 feet high (from BFE). Eliminate the rooftop pavilions. J14 . Sheet Al - Revise "decorative rooftop structure" to "rooftop pavilions," as these structures are not solely decorative, but are usable covered, outdoor tenant areas. 5,. Indicate on Sheet Al how this proposal complies with the Beach by Design design guideline on Page 63: "When a parking garage abuts a public road or other public place, it will be designed such that the function of the building is not readily apparent except at points of ingress and egress." J16 . Revise Exhibit "A" for both the Flexible Development Application (T District) and for the Residential Infill Project FLD application for "requested reductions" to (1) indicate the reduction for the trash staging area; (2) to revise the front setback of 9.67' to "pavement" to "concrete entry walk"; and (3) to revise the side setback to a sidewalk for "lobby entrances" to "stairwells". Development Review Agenda - Thursday, May 5, 2005 - Page 53 7 . Provide the proposed value of this project in the FLD application cri? (see statement of value under the TDR application). 1?8 Revise Exhibit "A" to Flexible Development Application #4 from "two entrance exits" to one entrance and one exit driveways". J 19. Revise Exhibit "A" to Flexible Development Application #5 at the end of the paragraph "we are keeping within the required setbacks," as this is not correct. The proposal is to reduce the front j setback in both the MHDR and T Districts from 25 feet (MHDR) and 15 feet (T) to 13.67 feet. J 20. Revise Exhibit "A" to Flexible Development Application #6 to speak to the proposed use of attached dwellings in context of the criteria, not uses that are not requested. It is also noted that the property is zoned MHDR and T, where more intense uses cited are not allowed in the MHDR District. J 21 . Revise Exhibit "B" to Flexible Development Application #1 as there is a reduction to lot area and lot width in the respective zoning districts. Suggest providing justification in the context of the overall property. 22 . Revise Exhibit "B" to Flexible Development Application #3 as there is an increase in height requested. Ensure proposed heights of all structures are correct (see above "request"). Speak to the criteria. Q3 Revise Exhibit "B" to Flexible Development Application #4a and 4b to speak to the criteria. Revise Exhibit "B" to Flexible Development Application #5b to speak to the criteria and in relation to the Design Guidelines of Beach by Design for the garage. J25. Revise Exhibit "B" to Flexible Development Application #6 - The roof heights are not varied but flat at 49.25 feet. 26. Revise Exhibit "A" to Residential Infill Project Flexible Development Application, General Applicability Criteria #6 - The MHDR District does not allow the intense uses cited. J27. Revise Exhibit "A" to Residential Infill Project Flexible Development Application, Residential Infill Project Criteria #4 - Elaborate on the compatibilty with adjacent properties. y •28 . Revise Exhibit "A" to Residential Infill Project Flexible Development Application, Residential Infill Project Criteria #6 - Revise second sentence from "off-street" to "on-street" parking. Unclear as to last sentence - How will lush landscaping allow single family residents to enjoy the 1city? 29 . Revise Exhibit "A" to Residential Infill Project Flexible Development Application, Residential Infill Project Criteria #7 - Revise last sentence (unclear as to meaning). Other: No Comments Notes: To be placed on the 6/21/05 CDB agenda, submit 15 collated copies of the revised plans & application material addressing all above departments' comments by noon, 5/12/05. Packets shall be collated, folded and stapled as appropriate. Development Review Agenda - Thursday, May 5, 2005 - Page 54 3:00 pm Case Number: FLD2005-01006 -- 19 SOMERSET ST N..4 Owner(s): Duvoisin Cottages 21 Somerset Street ® 0 Clearwater, F133767 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email 'Dw Owner(s): Adelheid Hanghofer '' 19 Somerset St Aft Clearwater, 17l 133767 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Applicant Ocean Breeze, Llc 200 Brightwater Dr Ste 2 Clearwater, F133767 TELEPHONE: 727-512-0443, FAX: 727-449-9256, E-MAIL: No Email Representative: Northside Engineering Services Inc. 601 Cleveland Street Clearwater, F133755 TELEPHONE: 727-443-2869, FAX: 727-446-8036, E-MAIL: debra@northsideengineering.com Location: 0.400 acres located at the southeast corner of Mandalay Avenue and Somerset Street Atlas Page: 258A Zoning District: MHDR, Medium High Density Residential Request: (1) Flexible Development approval to permit 14 attached dwellings in the Medium High Density Residential (MHDR) District and the Tourist (T) District with a reduction to lot area in the MHDR District from 15,000 square feet to 8,700 square feet and in the T District from 10,000 square feet to 8,700 square feet, a reduction to lot width in the MHDR District from 150 feet to 100 feet, reductions to the front (north along Somerset Street) in the MHDR District from 25 feet to 13.67 feet (to building) and from 25 feet to zero feet (to trash staging area) and in the T District from 15 feet to 13.67 feet (to building), a reduction to the front (east along Mandalay Avenue) in the T District from 15 feet to 10 feet (to building and pavement), an increase to building height in the MHDR District from 30 feet and in the T District from 35 feet to 49.25 feet (to roof deck) with perimeter parapets of 5.25 feet (from roof deck) and rooftop, open pavilions of 12.083 feet (from roof deck) and to allow a building within the required sight visibility triangles, as a Residential Infill Project in the MHDR District, under the provisions of Sections 2-404.F and 2-803.B; (2) Reduction to the landscape buffer along Somerset Street from 10 feet to zero feet (to trash staging area), as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G; and (3) Transfer of Development Rights (TDR2005-01016) of two dwelling units to this site from 200 Brightwater Drive, under the provisions of Section 4-1402. Proposed Use: Attached dwellings Neighborhood Clearwater Beach Association Association(s): Clearwater, F133767 100 Devon Dr TELEPHONE: 443-2168, FAX: No Fax, E-MAIL: papamucphy@aol.com Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, 17133761 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 Presenter: Wayne Wells, Planner III Attendees Included: City Staff (3/3/05) Wells, Parry, Rice, Blackburn-Downs, Glenn (515105) Wells, Thompson, Rice, Blackburn-Downs Appl./Rep: (3/3/05) Doreen Williams, John Marshall Scott, Roland Rogers, Troy Perdue, Danny Patel (5/5/05) Williams, The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, May 5, 2005 - Page 47 1 . The following to be addressed prior to building permit: 1) Bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standard, including A.D.A. (Truncated domes per D.O.T. Index #304.) 2) Ductile iron pipe shall be installed between any tap and water meter. Ductile iron pipe shall 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. 3) The City of Clearwater will provide water tap, set the B.F.P.D. (back flow preventor device) only. The applicant is responsible for the water main extension from the tap to the device. Applicant is also responsible for all associated fees and all other installation fees. 4) A separate right-of-way permit will be required for all work within City rights-of-way. Contact Don Melone (727.562.4798) for permit information. 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 . Underground Vaults are not allowed as water quality facilities. ( page 7 of the Storm Drainage Design Criteria for the City of Clearwater) -please revise- The City's standard requires the provision of treatment of 1/2 inch of rainfall. Fire: 1 , Garage entrance must meet minimum 14 ft vertical clearance if entrance to garage to be used as any part of fire department and/or emergency vehicle turnaround. Any vault under parking lot/garage to be built to HS-20 specifications where fire department or emergency vehicle may be required to drive ( ie. fire department turn around.). Please acknowledge PRIOR TO CDB. 2. 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 respond PRIOR TO CDB. 3 , Ensure adequate water supply for fire fighting purposes. Please respond PRIOR TO CDB. 4. Fire hydrant must be on an unrestricted line. Please respond PRIOR TO CDB. Harbor Master: 1 . No issues. Legal: 1 , No issues. Land Resources: 1 No Issues. Landscaping: 1 . Prior to building permit, plans indicate two Plumbago on the pavement of the eastern drive, revise plan accordingly. Parks and Recreation: 1 , No comment to development rights transfer however please note Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Stormwater: 1 , 1. Provide means for the vault to recover storage volume. (met) 2. Verify that the inlet serving as the outfall connection has sufficient depth. Show survey info on plans. If inlet does not have sufficient depth, replace it. If it does, specify to "core" the connection. (not met, need to measure down to bottom of inlet) All of the above to be addressed prior to CDB. Prior to building permits, provide the following: 1. Copy of approved SWFWMD permit or exemption letter 2. Show roof drains on architectural plans that demonstrate that all runoff from site will be routed through the vault. 3. It appears that the adjacent lot to west property line may be impacted from site runoff. Adjust . swale design in this area or provide sufficient grades to demonstrate that this will not happen. Solid Waste: 1 . Explain how Solid Waste and Recycling will be handled ? Development Review Agenda - Thursday, May 5, 2005 - Page 48 Traffic Engineering: 1 . 1.Provide 20' x 20' sight distance triangle at the intersection of Somerset Street and Mandalay Avenue. Objects within the sight distance triangles must not exceed 30" in height from the pavement. (Community Development Code Section 3-904) 2. Move egress driveway 60' from the intersection to provide turning maneuverability for motorists exiting driveway. 3. Provide the word stop and a stop bar on the pavement using white paint at the egress driveway. 4. Provide directional arrows on the pavement to inform motorists of the flow of internal parking garage. 5. Provide "do not enter" signs at the egress driveway where appropriate. 6. Provide a window/opening for walls that are blocking the sight visibility for motorists parked in a parking stall. Planning: All of the above to be addressed prior to CDB. General note: Transportation Impact Fees to be determined and paid prior to a C.O. Development Review Agenda - Thursday, May 5, 2005 - Page 49 1 . 4/27/05 - WW 0 0 The proposal is for attached dwellings (condominiums) in the Old Florida District of Beach by Design. Single-family dwellings and townhomes are the preferred form of development in the Old Florida District. 2/22/05 - WW The proposal is for attached dwellings (condominiums) in the Old Florida District of Beach by Design. Single-family dwellings and townhomes are the preferred form of development in the Old Florida District. Staff cannot support the proposal. 2. 4/27/05 & 2/22/05 - WW Duvoisin Cottages is not listed by the State Division of Corporations. Is this a corporation? If so, under what capacity is George Duvoisin to the corporation (president, CEO, etc.)? Provide such on the Affidavit to Authorize Agent. 3 . 4/27/05 & 2/22/05 - WW Revise response under Exhibit "B" for #1 as there is a reduction to lot area from 10,000 square feet to 8,700 square feet in the Tourist District. Provide justification. 4. 4/27/05 & 2/22/05 - WW Revise response under Exhibit "B" for #3a as there is an increase to building height from 35 feet to 49.25 feet. Provide justification. 5 . 4/27/05 - WW Comprehensive Landscape Program still needed due to trash staging area. Provide application with all appropriate responses and revisions to below comment. 2/22/05 - WW Revise the Comprehensive Landscape Program Application to indicate the legal property owners. 6. 4/28/05 & 2/22/05 - WW Show on Sheets C3.1 and L1.1 the visibility triangle at the intersection of Mandalay Avenue and Somerset Street. 7. 4/28/05 & 2/22/05 - WW Indicate on Sheet Al the proposed colors of the different exterior materials (provide colors 1 - 5 verbiage). 8. Concern - Columns indicated on the ground floor parking level, if carried upward to the living levels, appear to interfere with the dens on Levels 2 & 4 and bathrooms on Levels 3 & 5. Advise. 9. Exhibit "B" #6 - Unclear of the statement in sentence #3 as to varied roof heights, as the roof height is 49.25 feet. Revise. 10. Provide full justification for the parking garage level being 15 feet from floor to floor of the Level 2, as to why it must be this height and not less and in light of the garage doors being normal sized. 11 . Sheet Al - Add railing on the west side of the roof level of the north elevation. 12. Sheet Al - On the east and west sides of the roof level on the north elevation add the same railing details as on lower levels. Also add same railing details to all levels on the south elevation. 13. Sheet A 1 and A3 - Concerned with the amount of roofed structures above the main flat roof (at 49.25 feet high). This large amount portrays an appearance that the building is actually 61 feet high (from BFE). Eliminate the rooftop pavilions. 14. Sheet Al - Revise "decorative rooftop structure" to "rooftop pavilions," as these structures are not solely decorative, but are usable covered, outdoor tenant areas. 15. Indicate on Sheet A 1 how this proposal complies with the Beach by Design design guideline on Page 63: "When a parking garage abuts a public road or other public place, it will be designed such that the function of the building is not readily apparent except at points of ingress and egress." 16. Revise Exhibit "A" for both the Flexible Development Application (T District) and for the Residential Infill Project FLD application for "requested reductions" to (1) indicate the reduction for the trash staging area; (2) to revise the front setback of 9.67' to "pavement" to "concrete entry walk"; and (3) to revise the side setback to a sidewalk for "lobby entrances" to "stairwells". 17. Provide the proposed value of this project in the FLD application criteria (see statement of value under the TDR application). 18. Revise Exhibit "A" to Flexible Development Application #4 from "two entrance exits" to one entrance and one exit driveways". 19. Revise Exhibit "A" to Flexible Development Application #5 at the end of the paragraph "we are keeping within the required setbacks," as this is not correct. The proposal is to reduce the front setback in both the MHDR and T Districts from 25 feet (MHDR) and 15 feet (T) to 13.67 feet. Development Review Agenda - Thursday, May 5, 2005 - Page 50 i? * 20. to Flexible Development Application #6 to speaker the proposed use of Revise Exhibit "A" attached dwellings in context of the criteria, not uses that are not requested. It is also noted that the property is zoned MHDR and T, where more intense uses cited are not allowed in the MHDR District. 21 . Revise Exhibit "B" to Flexible Development Application #1 as there is a reduction to lot area and lot width in the respective zoning districts. Suggest providing justification in the context of the overall property. 22. Revise Exhibit "B" to Flexible Development Application #3 as there is an increase in height requested. Ensure proposed heights of all structures are correct (see above "request"). Speak to the criteria. 23 . Revise Exhibit "B" to Flexible Development Application #4a and 4b to speak to the criteria. 24. Revise Exhibit "B" to Flexible Development Application #5b to speak to the criteria and in relation to the Design Guidelines of Beach by Design for the garage. 25 . Revise Exhibit "B" to Flexible Development Application #6 - The roof heights are not varied but flat at 49.25 feet. 26. Revise Exhibit "A" to Residential Infill Project Flexible Development Application, General Applicability Criteria #6 - The MHDR District does not allow the intense uses cited. 27. Revise Exhibit "A" to Residential Infill Project Flexible Development Application, Residential Infill Project Criteria #4 - Elaborate on the compatibilty with adjacent properties. 28. Revise Exhibit "A" to Residential Infill Project Flexible Development Application, Residential Infill Project Criteria #6 - Revise second sentence from "off-street" to "on-street" parking. Unclear as to last sentence - How will lush landscaping allow single family residents to enjoy the city? 29. Revise Exhibit "A" to Residential Infill Project Flexible Development Application, Residential Infill Project Criteria #7 - Revise last sentence (unclear as to meaning). Other: No Comments Notes: Development Review Agenda - Thursday, May 5, 2005 - Page 51 1 39 MKt.]009 SOMERSET STREET to 3i: € .°! ES - { imn T-H 14-4- cyl I; 1-vi, .... ? l0®V IDWV IOEBV IDBBV ?€s,?1 IN OUT I 1 !lli?€ -------- --------- r 0- w -?I 24 CARS - ?-i ' - Q ?. ° 0 -H 7 7 0 z Utz wyF R B m o? , I J Q QK (7 LEVEL 1 - (GARAGE LEVEL PLAN) SCALE: 1/8'-1'-0' OG FEB. A05 A • • r 179'-2" 1 Da FEB.}005 } }9 MN .}W TERRACE TERRACE TERRACE TERRACE TERRACE TERRACE TERRACE LMNO LMNG LMNG LMNG LM1' O LMNG LNNG LOBBY tOOBY IOBBV LOBBv giCHEN I-Ifl giC1EN J- gTCHEN giCHEN 1 0 SgTOren q 9??4la GD ??;I!!e ------ ------ DEN DEN DEN DEN DEN DEN DEHF?I(I TERRACE TERRACE TERMCE ERRACE TERRACE a1E t 6 TOtALLN4IG SPACE l.]90 q.R. TOTALLMNG SPACE },G00 Att. TOTALlAY1G 9ACE },A00 A.R. TOTALLMNG SPACE }.C60 A R. TOTALlM1YlO DACE },G00 A.R. TOTALLM1MG SPACE 2,G60 y A. TOTALIMNG SPACE 2AO6 AR. lii!! LEVEL 2 & 4- (UNIT FIRST FLOOR) SCALE: 1/8'=1'-0' - 179'-2° TERRACE TERRACE TERRACE TERRACE TERRACE TERRACE L.OBBV TERRACE K MA9TER BEDROOM ® MABTERBEDROOM MASTERBEORODM ® -BTERBEOROOM INSTEP BEDROOM ® MASTER BEDROOM MABTER BEDROOM ® wLL LdrrWW ® ID®Y ® IDBBV ® LOBBY ?jm- W Q ®® ® ®® Iy?NW Y ? ? ern ® ? ? ? rv? w'w BEIXtOOM/} BEDROOMR BEDROOM? 0 AI BEDROOM ?1 j BE-} TERRACE TERRACE TERRAC ERRACE TERRACE BEDROO 1#2 LEVEL 3 & 5 - (UNIT SECOND FLOOR) SCALE: 119'-1'-0" ,e.wn. }9os A • F46 r*A` 2 :25 pm Case Number: r• FLD2005-06 -- 19 SOMERSET ST Owner(s): Adelheid Hanghofer 61 19 Somerset St ??? O Clearwater, F133767 1094 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Owner(s): Duvoisin Cottages 21 Somerset Street Clearwater, F133767 Clearwater, G""1%44 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Applicant Ocean Breeze, Llc 200 Brightwater Dr Ste 2 Clearwater, F133767 TELEPHONE: 727-512-0443, FAX: 727-449-9256, E-MAIL: No Email Representative: Northside Engineering Services Inc. 601 Cleveland Street Clearwater, F133755 TELEPHONE: 727-443-2869, FAX: 727-446-8036, E-MAIL: debra@northsideengineering.com Location: 0.400 acres located at the southeast corner of Mandalay Avenue and Somerset Street Atlas Page: 258A Zoning District: MHDR, Medium High Density Residential Request: (1) Flexible Development approval to permit 14 attached dwellings in the Medium High Density Residential (MHDR) District and the Tourist (T) District with a reduction to lot area in the MHDR District from 15,000 square feet to 8,700 square feet and in the T District from 10,000 square feet to 8,700 square feet, a reduction to lot width in the MHDR District from 150 feet to 100 feet, a reductions to the front (north along Somerset Street) in the MHDR District from 25 feet to five feet (to pavement) and in the T District from 15 feet to five feet (to pavement), a reduction to the front (east along Mandalay Avenue) in the T District from 15 feet to 10 feet (to building and pavement), an increase to building height in the MHDR District from 30 feet and in the T District from 35 feet to 42.67 feet (to roof deck) with perimeter parapets of 5.5 feet (from roof deck) and open pavilions of 11.75 feet (from roof deck), as a Residential Infill Project in the MHDR District, under the provisions of Sections 2-404.F and 2-803.13; (2) Reduction to the front perimeter buffer along Somerset Street in the MHDR District from 10 feet to five feet (to pavement), as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G; and (3) Transfer of Development Rights (TDR2005-01016) of two dwelling units to this site from 200 Brightwater Drive, under the provisions of Section 4-1402. 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 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, Mark Parry, Scott Rice, Ann Blackburn-Downs, Tom Glenn Applicant/Rep: Doreen Williams, John Marshall Scott, Roland Rogers, Troy Perdue, Danny Patel The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, March 3, 2005 - Page 28 1) Ductile iron p shall be installed between any top and water meter. Ductile iron pipe shall be Opeinstalled 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. 2) The City of Clearwater will provide water tap, set the B.F.P.D. (back flow preventor device) only. The applicant is responsible for the water main extension from the tap to the device.' Applicant is also responsible for all associated fees and all other installation fees. 3) Bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standard, including A.D.A. (Truncated domes per D.O.T. Index #304.) , ., 4) Sheet C.5.1. details not per City standards. All of the above to be addressed prior to CDB. The following to be addressed prior to building permit: 1) A separate right-of-way permit will be required for all work within City rights-of-way. Contact Don Melone (727.562.4798) for permit information. 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 , No Issues. Fire: I , This DRC Review by Fire is not an approval or review of any construction plans or documents other than site work. 2. Ensure adequate water supply. Please acknowledge PRIOR TO CDB. 3 . Show fire hydrant on separate, unrestricted line. Please acknowledge PRIOR TO CDB. 4. Where underground water mains and hydrants are to be installed, they shall be installed, complete, and in service prior to construction as per NFPA-241. Please acknowledge PRIOR TO CDB. 5 . Vault under parking lot to be built to HS-20 specifications. Please acknowledge PRIOR TO CDB. Harbor Master: 1 . No issues. Legal: I . No issues. Land Resources: 1 . No Issues. Landscaping: I , Please indicate ALL utility lines on landscape plans in order to avoid conflicts with the proposed plantings. 2. Per Section 3-1202.E.2. Foundation plantings shall be provided for 100% of a building facade with frontage along a street right of way, excluding space necessary for building ingress and egress, within a minimum five foot wide landscaped area composed of at least two accent trees (or palm equivalents) or three palms for every 40 linear feet of building facade and one shrub for every 20 square feet of required landscaped area. A minimum of 50% of the area shall contain shrubs with the remainder to be ground cover. 3 . Plan does not meet the requirements of perimeter plantings in Code Section 3-1202.D. In the MHDR district the ten foot buffer is not provided, adjust plan accordingly and provide a Comprehensive Landscape application as required. Parks and Recreation: I . No comment to development rights transfer however please note Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Stormwater: 1 . 1. Provide means for the vault to recover storage volume. 2. Verify that the inlet serving as the outfall connection has sufficient depth. Show survey info on plans. If inlet does not have sufficient depth, replace it. If it does, specify to "core" the connection. All of the above to be addressed prior to CDB. Solid Waste: I . Explain how Solid Waste will be handled ? Development Review Agenda - Thursday, March 3, 2005 - Page 29 0 • Traffic Engineering: 1 . 1. Civil site plan and architectural site plan must match, i.e. the west unit on civil site plan (page C4.1.) shows a garage door and the architectural site plan (page ALL) does not have a garage door. 2. Required parking spaces must meet current City standards. Elevator doors must not encroach in the parking space width of 9 ft. (Community Development Code Section 3-1402) 3. Provide 20'x 20' sight distance triangle at the intersection of Somerset Street and Manadaly Avenue. Objects within the sight distance triangles must not exceed 30" in height from the pavement. (Community Development Code Section 3-904) 4. Stacked parking not allowed for condominium use. (Community DEvelopment Code Section 3-1404.C.) 5. Provide required number of handicap spaces per Florida Accessibility Code for Building Construction Chapter 11. 6. Provide current City details of handicap space and handicap sign. 7. Provide an accessible path from public sidewalk to an accessible entrance. (Florida Accessibility Code For Building Construction Chapter 11, Section 11.4.3.2) All of the above to be addressed prior to CDB. 1. General note: Transportation Impact Fees to be determined and paid prior to C.O. Planning: Development Review Agenda - Thursday, March 3, 2005 - Page 30 I . The is f tttached dwellings in the Old Florida District of Beach b proposal (condominiums) Y Design. Single-family dwellings and townhomes are the preferred form of development in the Old Florida District. Staff cannot support the proposal. 2. East and west setbacks are indicated as 10 feet f. If less than 10 feet, please indicate, as this must be advertised. 3 . Sheet C3.1 - Provide setback to edge of the building for Levels 2 - 4 (indicated with a dashed line) (scales at approximately four feet). 4. Duvoisin Cottages is not listed by the State Division of Corporations. Is this a corporation? If so, under what capacity is George Duvoisin to the corporation (president, CEO, etc.)? Provide such on the Affidavit to Authorize Agent. 5 . Revise Sheet C1.1 and the Description of Request under Exhibit "A" to indicate for existing usage of Lot 6 there are four apartments. 6. Revise response to Written Submittal Requirements #1 under Exhibit "A" to indicate Chalets on White Sands was approved at 56 feet high and your proposal is for a building height of 42.67 feet (to roof deck). 7. Revise response under Exhibit "B" for #1 as there is a reduction to lot area from 10,000 square feet to 8,700 square feet in the Tourist District. Provide justification. 8 . Revise response under Exhibit "B" for #3a as there is an increase to building height from 35 feet to 42.67 feet. Provide justification. 9. Revise response under Exhibit "B" for #4a as the building (Levels 2-5) is only approximately 25 feet from the front property line along Somerset Street (awaiting actual dimension). 10. Revise response under Exhibit "B" for #5a as all parking is off-street. 11 . Provide response for compliance with the design guidelines and the Old Florida District under Beach by Design. 12 . Revise the Comprehensive Landscape Program Application to indicate the legal property owners. 13 . The carport parking is part of the required parking for each unit. Due to the width at 9.5 feet and the length at a minimum of 19 feet for the carport parking and understanding the width and dynamics of parking vehicles, there will be insufficient room to open the doors to the elevators so that they will be functional as the apparent primary entry to the units (even though the stairs are the primary means per the Building Code). No wheelchair-bound individuals can buy these units, much less visit, as there is insufficient area for a wheelchair to get by the car and open the door to gain access. While this arrangement may meet Building Code, it does not function with the required parking. 14. Show and dimension the parking spaces on Sheet C3.1. Indicate any garage door locations. Remove shading from parking area. 15 . Show on Sheets C3.1 and L1.1 the visibility triangle at the intersection of Mandalay Avenue and Somerset Street. 16. Four-foot high solid fence along Somerset Street does not comply with visibility triangle height requirements, or it doesn't comply with Flexible Development criteria for attached dwellings to screen the parking from the street by a four-foot high landscaped fence or wall. 17. Provide details of the proposed dumpster enclosure. Enclosure is within visibility triangle. Enclosure must be of the same exterior materials (stucco) and color as the principal building. 18 . Interior landscaping location indicated is the same as the perimeter landscaping. Cannot double count. Revise. 19. Must provide 10% interior landscape area. 20. Provide cross-sections east to west and north to south for both retention ponds, indicating retaining walls and required railings. 21 . Provide a copy of the permit inquiry letter or SWFWMD permit submittal. 22. Show on the Landscape Plan Sheet L1.1 the underground vault, the back flow preventor, the Fire Department connection and the double check valve assembly. Coordinate with proposed landscaping. 23 . Sheet Al - east elevation is incorrect as to the fourth level south side, as there is a restroom on the fourth floor all the way to the southern wall. 24. Sheet Al - provide dimension from roof deck to the top of the arched perimeter parapets. 25 . Provide on Sheets A2 and A3 the square footage of all units. 26. Indicate on Sheet A 1 the proposed colors of the different exterior materials (provide colors 1 - 5 verbiage). 27. Provide documentation that the stairs at the rear of the units meet Building Codes for fire rating and window/door protection requirements. 28. Provide documentation that a sidewalk along the rear of the units connecting egress doors from the stairs to the public sidewalk in Mandalay Avenue is or is not required. Development Review Agenda - Thursday, March 3, 2005 - Page 31 r t Street ro osed at five feet to avement . West of Mandalay Avenue, staff has not supported any reduction less than a 10-foot front setback. Suggest revising to a minimum of 10 feet. Staff may not support this request. Other: No Comments Notes: This application is insufficient for the CDB. Submit revised plans and application package by noon on 3/31/05 for review by DRC on 5/5/05. Development Review Agenda - Thursday, March 3, 2005 - Page 32 io` 2:25 pm t Case Number: FLD2005-01006 -- 19 SOMERSET ST • P(J; FAX: No Fax, E-MAIL: No Email 360$601 ViLc COWW16 as AlL 49 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Applicant Ocean Breeze, Llc 200 Brightwater Dr Ste 2 Clearwater, F133767 TELEPHONE: 727-512-0443, FAX: 727-449-9256, E-MAIL: No Email Representative: Northside Engineering Services Inc. 601 Cleveland Street Clearwater, F133755 TELEPHONE: 727-443-2869, FAX: 727-446-8036, E-MAIL: debra@northsideengineering.com Location: 0.400 acres located at the southeast corner of Mandalay Avenue and Somerset Street Owner(s): Adelheid Hanghofer 19 Somerset St Clearwater, 17133767 TELEPHONE: No Phone, Owner(s): Duvoisin Cottages 21 Somerset Street Clearwater, Fl 33767 Atlas Page: 258A Zoning District: MHDR, Medium High Density Residential Request: (1) Flexible Development approval to permit 14 attached dwellings in the Medium High Density Residential (MHDR) District and the Tourist (T) District with a reduction to lot area in the MHDR District from 15,000 square feet to 8,700 square feet and in the T District from 10,000 square feet to 8,700 square feet, a reduction to lot width in the MHDR District from 150 feet to 100 feet, a reductions to the front (north along Somerset Street) in the MHDR District from 25 feet to five feet (to pavement) and in the T District from 15 feet to five feet (to pavement), a reduction to the front (east along Mandalay Avenue) in the T District from 15 feet to 10 feet (to building and pavement), an increase to building height in the MHDR District from 30 feet and in the T District from 35 feet to 42.67 feet (to roof deck) with perimeter parapets of 5.5 feet (from roof deck) and open pavilions of 11.75 feet (from roof deck), as a Residential Infill Project in the MHDR District, under the provisions of Sections 2-404.17 and 2-803.13; (2) Reduction to the front perimeter buffer along Somerset Street in the MHDR District from 10 feet to five feet (to pavement), as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G; and (3) Transfer of Development Rights (TDR2005-01016) of two dwelling units to this site from 200 Brightwater Drive, under the provisions of Section 4-1402. 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 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, Mark Parry, Scott Rice, Ann Blackburn-Downs Applicant/Rep: Housh Ghovaee, Doreen Williams, The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, March 3, 2005 - Page 30 I , 1) Ductile iron pipe shall be installed between any tap and water A Per. Ductile iron pipe shall 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. 2) The City of Clearwater will provide water tap, set the B.F.P.D. (back flow preventor device) only. The applicant is responsible for the water main extension from the tap to the device. Applicant is also responsible for all associated fees and all other installation fees. 3) Bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standard, including A.D.A. (Truncated domes per D.O.T. Index #304.) 4) Sheet C.5.1. details not per City standards. All of the above to be addressed prior to CDB. The following to be addressed prior to building permit: 1) A separate right-of-way permit will be required for all work within City rights-of-way. Contact Don Melone (727.562.4798) for permit information. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: I . No Issues. Fire: I . This DRC Review by Fire is not an approval or review of any construction plans or documents other than site work. 2. Ensure adequate water supply. Please acknowledge PRIOR TO CDB. 3. Show fire hydrant on separate, unrestricted line. Please acknowledge PRIOR TO CDB. 4. Where underground water mains and hydrants are to be installed, they shall be installed, complete, and in service prior to construction as per NFPA-241. Please acknowledge PRIOR TO CDB. 5 . Vault under parking lot to be built to HS-20 specifications. Please acknowledge PRIOR TO CDB. Harbor Master: 1 . No issues. Legal: I , No issues. Land Resources: t No Issues. Landscaping: 1 . Please indicate ALL utility lines on landscape plans in order to avoid conflicts with the proposed plantings. 2. Per Section 3-1202.E.2. Foundation plantings shall be provided for 100% of a building facade with frontage along a street right of way, excluding space necessary for building ingress and egress, within a minimum five foot wide landscaped area composed of at least two accent trees (or palm equivalents) or three palms for every 40 linear feet of building facade and one shrub for every 20 square feet of required landscaped area. A minimum of 50% of the area shall contain shrubs with the remainder to be ground cover. 3 . Plan does not meet the requirements of perimeter plantings in Code Section 3-1202.D. In the MHDR district the ten foot buffer is not provided, adjust plan accordingly and provide a Comprehensive Landscape application as required. Parks and Recreation: No comment to development rights transfer however please note Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Stormwater: I . 1. Provide means for the vault to recover storage volume. 2. Verify that the inlet serving as the outfall connection has sufficient depth. Show survey info on plans. If inlet does not have sufficient depth, replace it. If it does, specify to "core" the connection. All of the above to be addressed prior to CDB. Solid Waste: 1 , Explain how Solid Waste will be handled ? Development Review Agenda - Thursday, March 3, 2005 - Page 31 Traffic Engineering: 1 , 1. Civil site plan and architectural site plan must match, i.e. the west unit on civil site plan (page C4.1.) shows a garage door and the architectural site plan (page ALL) does not have a garage door. 2. Required parking spaces must meet current City standards. Elevator doors must not encroach in the parking space width of 9 ft. (Community Development Code Section 3-1402) 3. Provide 20'x 20' sight distance triangle at the intersection of Somerset Street and Manadaly Avenue. Objects within the sight distance triangles must not exceed 30" in height from the pavement. (Community Development Code Section 3-904) 4. Stacked parking not allowed for condominium use. (Community DEvelopment Code Section 3-1404.C.) 5. Provide required number of handicap spaces per Florida Accessibility Code for Building Construction Chapter 11. 6. Provide current City details of handicap space and handicap sign. 7. Provide an accessible path from public sidewalk to an accessible entrance. (Florida Accessibility Code For Building Construction Chapter 11, Section 11.4.3.2) All of the above to be addressed prior to CDB. Planning: 1. General note: Transportation Impact Fees to be determined and paid prior to C.O. Development Review Agenda - Thursday, March 3, 2005 - Page 32 aJ 1 . The proposal is for attached dwellings (condominiums) in the Old orida District of Beach by Design. Single-family dwellings and townhomes are the preferred form of development in the Old Florida District. Staff cannot support the proposal. 2. East and west setbacks are indicated as 10 feet t. If less than 10 feet, please indicate, as this must be advertised. 3 . Sheet C3.1 - Provide setback to edge of the building for Levels 2 - 4 (indicated with a dashed line) (scales at approximately four feet). 4. Duvoisin Cottages is not listed by the State Division of Corporations. Is this a corporation? If so, under what capacity is George Duvoisin to the corporation (president, CEO, etc.)? Provide such on the Affidavit to Authorize Agent. 5 . Revise Sheet C1.1 and the Description of Request under Exhibit "A" to indicate for existing usage of Lot 6 there are four apartments. 6. Revise response to Written Submittal Requirements #1 under Exhibit "A" to indicate Chalets on White Sands was approved at 56 feet high and your proposal is for a building height of 42.67 feet (to roof deck). 7. Revise response under Exhibit "B" for #1 as there is a reduction to lot area from 10,000 square feet to 8,700 square feet in the Tourist District. Provide justification. 8 . Revise response under Exhibit "B" for #3a as there is an increase to building height from 35 feet to 42.67 feet. Provide justification. 9. Revise response under Exhibit "B" for #4a as the building (Levels 2-5) is only approximately 25 feet from the front property line along Somerset Street (awaiting actual dimension). 10. Revise response under Exhibit "B" for #5a as all parking is off-street. 11 . Provide response for compliance with the design guidelines and the Old Florida District under Beach by Design. 12 . Revise the Comprehensive Landscape Program Application to indicate the legal property owners. 13 . The carport parking is part of the required parking for each unit. Due to the width at 9.5 feet and the length at a minimum of 19 feet for the carport parking and understanding the width and dynamics of parking vehicles, there will be insufficient room to open the doors to the elevators so that they will be functional as the apparent primary entry to the units (even though the stairs are the primary means per the Building Code). No wheelchair-bound individuals can buy these units, much less visit, as there is insufficient area for a wheelchair to get by the car and open the door to gain access. While this arrangement may meet Building Code, it does not function with the required parking. 14. Show and dimension the parking spaces on Sheet C3.1. Indicate any garage door locations. Remove shading from parking area. 15 . Show on Sheets C3.1 and L 1.1 the visibility triangle at the intersection of Mandalay Avenue and Somerset Street. 16. Four-foot high solid fence along Somerset Street does not comply with visibility triangle height requirements, or it doesn't comply with Flexible Development criteria for attached dwellings to screen the parking from the street by.a four-foot high landscaped fence or wall. 17. Provide details of the proposed dumpster enclosure. Enclosure is within visibility triangle. Enclosure must be of the same exterior materials (stucco) and color as the principal building. 18. Interior landscaping location indicated is the same as the perimeter landscaping. Cannot double count. Revise. 19. Must provide 10% interior landscape area. 20. Provide cross-sections east to west and north to south for both retention ponds, indicating retaining walls and required railings. 21 . Provide a copy of the permit inquiry letter or SWFWMD permit submittal. 22 . Show on the Landscape Plan Sheet L1.1 the underground vault, the back flow preventor, the Fire Department connection and the double check valve assembly. Coordinate with proposed landscaping. 23 . Sheet Al - east elevation is incorrect as to the fourth level south side, as there is a restroom on the fourth floor all the way to the southern wall. 24. Sheet A 1 - provide dimension from roof deck to the top of the arched perimeter parapets. 25 . Provide on Sheets A2 and A3 the square footage of all units. 26. Indicate on Sheet Al the proposed colors of the different exterior materials (provide colors 1 - 5 verbiage). 27. Provide documentation that the stairs at the rear of the units meet Building Codes for fire rating and window/door protection requirements. 28 . Provide documentation that a sidewalk along the rear of the units connecting egress doors from the stairs to the public sidewalk in Mandalay Avenue is or is not required. Development Review Agenda - Thursday, March 3, 2005 - Page 33 • Other: • No Comments Notes: This application is insufficient for the CDB. Submit revised plans and application package by noon on 3/31/05 for review by DRC on 5/5/05. Development Review Agenda - Thursday, March 3, 2005 - Page 34 44vision of Corporations 0 0 Page 1 of 2 ",?.?'= ati.. as ? ? ? +i1.6 iS,x x. c "gin.,.. -ts,.?as, e? !. -'rwr` I Florida Limited Liability OCEAN BREEZE LLC PRINCIPAL ADDRESS 200 BRIGHTWATER DR UNIT # 2 CLEARWATER FL 33767 US MAILING ADDRESS 200 BRIGHTWATER DR UNIT # 2 CLEARWATER FL 33767 US Document Number FEI Number Date Filed L04000089879 NONE 12/13/2004 State Status Effective Date FL ACTIVE 12/13/2004 Total Contribution 0.00 Registered Agent Name & Address ROGERS, ROLAND J 200 BRIGHTWATER DR UNIT # 2 CLEARWATER FL 33767 Manaizer/Member Detail Title dd ress Name & A ROGERS, ROLAND J 200 BRIGHTWATER DR UNIT # 2 MGRM CLEARWATER FL 33767 US http://www.sunbiz.org/scripts/cordet.exe?a1=DETFIL&n1=LO4000089879&n2=NAMFWD... 2/3/2005 Avision of Corporations Page 2 of 2 r Annual Reports I Report Year Filed Date jjI Previous Filing Return to List ( Next Filing No Events No Name History Information Document Images Listed below are the images available for this filing. THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION.OR CONFLICT Corporations Inquiry Corporations Hel http://www.sunbiz.orglscriptslcordet.exe?al =DETFIL&n 1=L04000089879&n2=NAMFW'D... 2/3/2005 Pinellas County Property App0r Information: 05 29 15 16362 002 06 Page 2 of 6 05 / 29 / 15 / 10302 / 002 / 0000 03-Feb-2005 Jim Smith, CFA Pinellas County Property Appraiser 17:35:07 Ownership Information Non-Residential Property Address, Use, and Sales HANGHOFER, ADELHEID OBK: 07896 OPG: 1901 19 SOMERSET ST CLEARWATER FL 33767-1542 EVACUATION ZONE: A Comparable sales value as Prop Addr: 19 SOMERSET 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 5 /1,992 7,89611,901 220,000 (Q) I 1925: Book 011 Pgs 005- 0 /1,958 2691 495 2,900 (U) I 0000: Book Pgs - 0 /0 01 0 0 ( } 0000: Book Pgs - 0 /0 01 0 0 ( ) 2004 Value EXEMPTIONS Just/Market: 277,300 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 277,300 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 277,300 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: 6,369.41 1} 50 x 87 60. 00 4,350. 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 6,369.41 6) 0 x 0 . 00 . 00 Without any exemptions, 2004 taxes will be 6,369.41 Short Legal CLEARWATER BEACH REU BLK 2, LOT 6 Description Building Information http://pao.co.pinellas.fl.uslhtbinlcgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 2/3/2005 Pinellas County Property Appwr Information: 05 29 15 16362 002 06 Page 3 of 6 Property and Land Use Code descriptions . Building 1 . Buldng.-2. Building #1 05 / 29 / 15 / 10302 / 002 / 0060 :01 03-Feb-2005 Jim Smith, CFA Pinellas County Property Appraiser 17:35:07 Commercial Card 01 of 2 Improvement Type: Duplex/Triplex Property Address: 19 SOMERSET ST Prop Use: 313 Land Use: 39 Structural E1q--msn-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Frame Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Clay Tile Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plastered Direct Total Units 2 Heating & Air Wall/Floor Furnace Fixtures 6 Bath Tile None Electric Average Shape Factor Rectangle Quality Average Year Built 1,925 Effective Age 40 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Arras Description Factor Area Description Factor Area 1) Base Area 1.00 1,013 7) .00 0 2) Carport .15 432 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 C omm (E3 r c i a 1 E x t r a F e at ur e s Description Dimensions Price Units Value RCD Year 1) ASPHALT 275SF 1.50 275 410 410 999 2) FIREPLACE 800.00 1 800 800 1,925 3) PATIO/DECK 220 3.00 220 660 260 1,950 4) 00 0 0 0 0 5) 00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 1,470 Building #2 http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 2/3/2005 Pinellas County Property Appwr Information: 05 29 15 16362 002 0 Page 4 of 6 05 / 29 / 15 / 15302 / 002 / 0000 :02 03-Feb-2005 Jim Smith, CFA Pinellas County Property Appraiser 17:35:08 Commercial Card 02 of 2 Improvement Type: Duplex/Triplex Property Address: 19 SOMERSET ST Prop Use: 313 Land Use: 39 Strucrtural E1omen-ts Foundation Continuous Footing Floor System Slab Above Grade Exterior Wall Frame 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 Plastered Direct Total Units 2 Heating & Air Unit Heater Fixtures 6 Bath Tile None Electric Average Shape Factor Rectangle Quality Average Year Built 11925 Effective Age 45 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Areas Description Factor Area Description Factor Area 1) Base Area 1.00 600 7) .00 0 2) Upper Stry Base Area .90 654 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 Commorcial Extra Features Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 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: 0 Map With Property Address (non-vacant) FQFQ7 FiKl I \1 ®F® http://pao.co.pinellas.fl.uslhtbinlcgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 2/3/2005 Pinellas County Property Appwr Information: 05 29 15 16362 002 06 ACACIA Page 5 of 6 71101 1 '14 3B AVE R?2-6 16 3 6 f I J 60156 8 W D YZ LL1 Y> 4c `r. 6Z NA\ 1/8 Mile Aerial Photograph (2002) AYS 1000R` L SOME 1 NCDAE?AY DINS A QINS ?AL A AY A ??ll O I tea S A Hl- 0 INS MANWAY AVE QI NSI A 647 I MANDAL A http://pao.co.pinellas.fl.uslhtbinlcgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 2/3/2005 Pinellas County Property Apj) r Information: 05 29 15 16362 002 040 w t u ? I Page 6 of 6 Pinellas County Property Appraiser Parcel Information Back to Search Page An explanation of this screen http://pao.co.pinellas.fl.uslhtbinlcgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 2/3/2005 - Pinellas County Property App r Information: 05 29 15 16362 002 0 Page 2 of 5 05 I 29 / 15 / 16362 / 002 / 0070 03-Feb-2005 Jim Smith, CFA Pinellas County Property Appraiser 17:35:36 Ownership Information Residential Property Address, Use, and Sales DUUOISIN COTTAGES OBK: 10746 OPG: 1101 21 SOMERSET ST CLEARWATER FL 33767-1542 EVACUATION ZONE: A Comparable sales value as Prop Addr: 21 SOMERSET ST of Jan 1, 2004, based on Census Tract: 260.02 sales from 2002 - 2003: 312,700 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 0 /0 0/ 0 0 ( } 1925: Book 011 Pgs 005- 0 /0 0/ 0 0 ( } 0000: Book Pgs - 0 /0 01 0 0 ( } 0000: Book Pgs - 0 /0 0/ 0 0 { } 2004 Value EXEMPTIONS Just/Market: 263,000 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 263,000 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 263,000 Agricultural: 0 2004 Tax Information District: CW Seawall: Frontage: Clearwater view: 04 Millage: 22.9694 Land Size Unit Land Land Land Front x Depth Price Units Meth 04 Taxes: 6,040.95 1} 50 x 87 60.00 4,350.00 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 6,040. 95 6} 0 x 0 . 00 . 00 Without any exemptions, 2004 taxes will be 6,040.95 Short Legal CLEARWATER BEACH REU BLK 2, LOT 7 Description Building Information http://pao.co.pinellas.fl.us/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 2/3/2005 Pinellas County Property App0r Information: 05 29 15 16362 002 0 Page 3 of 5 05 / 29 / 15 / 16362 / 002 / 0070 :01 03-Feb-2005 Jim Smith, CFA Pinellas County Property Appraiser 17:35:36 Residential Card 01 of 1 Prop Use; 210 Land Use; 01 Living Units; i Imp Type; Single Family Prop Address; 21 SOMERSET ST Structural E1?m?nts Foundation Piers Floor System Wood Exterior Wall Frame/Siding Roof Frame Gable-Hip Roof Cover Composite Shingle # Stories 1.0 Floor Finish Crpt/Unyl/SftWd/Terr Interior Finish Drywall/Plaster Quality Ayerage Year Built 1,925 Effective Age 30 Heating Central Duct Cooling Cooling (Central) Fixtures 3 Other Depreciation 0 Functional Depreciation 0 Econonomic Depreciation 0 Sub Areas Description Factor Area Description Factor Area 1) Base Area i. 00 1,361 7) . 00 0 2) Enclosed Porch .60 48 8) .00 0 3) Detached Garage .35 209 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Residential E x t r a F at ur s Description Dimensions Price Units Value RCD Year 1) FIREPLACE 21500.00 1 21500 11000 11925 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; 1,000 Map With Property Address (non-vacant) Fq_1 R http://pao.co.pinellas.fl.us/htbin/cgi-click?o=l &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 2/3/2005 L Pinellas County Property App*r Information: 05 29 15 16362 002 06 ACACIA 6362 1/8 Mile Aerial Photograph (2002) Page 4 of 5 IA ID ' A1. ,ACATCIA , J ,? I fti ?b E ?.C MAN L.AYcf.?lERS A%' I ST 8 L1J Z Ld Y> "( Y Y ?sDfv` 1 http://pao.co.pinellas.fl.us/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 2/3/2005 Pinellas COMM' nPropert% App0r Information: 05 29 15 16362 002 06 t A 4 Pinellas County Property Appraiser Parcel Information Page 5 of 5 http://pao.co.pinellas.fl.us/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &t=.16&s=4&t3=1 &u=0&p... 2/3/2005 P?.-nellas County Property App0r Information: 05 29 15 16362 002 06 Page 2 of 5 05 / 29 / 15 / 10802 / 002 / 0080 03-Feb-2005 Jim Smith, CFA Pinellas County Property Appraiser 17:36:01 Ownership Information Uacant Property Use and Sales DUUOISIH COTTAGES OBK: 05031 OPG: 2033 21 SOMERSET ST CLEARWATER FL 33767-1542 EVACUATION ZONE: A Comparable sales value as Prop Addr: 0 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 0 /0 0/ 0 0 { } 1925: Book 011 Pgs 005- 0 /0 0/ 0 0 { ) 0000: Book Pgs - 0 /0 0/ 0 0 { } 0000: Book Pgs - 0 /0 01 0 0 { } 2004 Value EXEMPTIONS Just/Market: 188,600 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 188,600 Institutional Exem: NO Tax Exempt .000 Historic Exem: 0 Taxable: 188,600 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: 4,332.03 1) 50 x 87 60.00 4,350.00 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 4,332.03 6) 0 x 0 .00 .00 Without any exemptions, 2004 taxes will be 4,332.03 Short Legal CLEARWATER BEACH REU BLK 2, LOT 8 Description Building Information http://pao.co.pinellas.fl.us/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 2/3/2005 Pinellas County Property App1er Information: 05 29 15 16362 002 06 05 I 29 I 15 / 18382 002 1 0080 Page 3 of 5 03-Feb-2005 Jim Smith, CFA Pinellas County Property Appraiser 17:36:01 Vacant Parcel Property Use: 000 Land Use: 10 Vacant Extra FcaturE?S Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 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: 0 Map With Property Address (non-vacant) FiKI ® T 41 FIE? FIEI? http://pao.co.pinellas.fl.uslhtbinlcgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 2/3/2005 Pinellas County Property App0r Information: 05 29 15 `' c29 ELD RAD 19 ELD,O0 ACACIA AVE 70 E L DE Di -., ACACIA ?2 :-J t,,1AN Al r MANDALA SAC ?T G 7 662 AV E Gs4 W OIRI?VE7I AVE AVE OIhJSETT I A'V E OINSET T I r?'V E LLJ C11N?ETT1 .n alrJSETTI 6qS IIrJ?iETTIr". 1/8 Mile Aerial Photograph (2002) 16362 002 0# Page 4 of 5 7071 - A.N D E i ACACIA ST fw hA? ??G MAND ?AYS hv??RS 'SJfv E Z F W Y http://pao.co.pinellas.fl.us/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 2/3/2005 Pinellas County Property App&r Information: 05 29 15 16362 002 040 ?40 ? F 11' err rA ZZ Pinellas County Property Appraiser Parcel Information Page 5 of 5 http://pao.co.pinellas. fl.uslhtbinlcgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 2/3/2005 Pinellas County Property App r Information: 05 29 15 16362 002 06 Page 2 of 5 0 0 05 / 29 / 15 / 10302 / 002 / 0090 03-Feb-2005 Jim Smith, CFA Pinellas County Property Appraiser 17:36:27 Ownership Information Uacant Property Use and Sales DUUOISIN, COTTAGES OBK: 05031 OPG: 2035 21 SOMERSET ST CLEARWATER FL 33767-1542 EVACUATION ZONE: A Comparable sales value as Prop Addr: 0 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 0 /0 01 0 0 { } 1925: Book 011 Pgs 005- 0 10 01 0 0 { } 0000: Book Pgs - 0 /0 0/ 0 0 { } 0000: Book Pgs - 0 /0 01 0 0 { } 2004 Value EXEMPTIONS Just/Market: 188,600 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 188,600 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 188,600 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: 4,332.03 1} 50 x 87 60.00 4,350.00 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 4,332. 03 6} 0 x 0 . 00 . 00 Without any exemptions, 2004 taxes will be 4,332.03 Short Legal CLEARWATER BEACH REU BLK 2, LOT 9 Description Building Information http://pao.co.pinellas.fl.us/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 2/3/2005 Pinellas County Property App r Information: 05 29 15 16362 002 0? 05 / 29 / 15 / 16362 / 002 / 0090 Page 3 of 5 03-Feb-2005 Jim Smith, CFA Pinellas COunty Property Appraiser 17:36:27 Vacant Parcel Property Use: 000 Land Use: 10 Features Vacant ExTrza Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 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: 0 Map With Property Address (non-vacant) IDJ_ F *_1 F ?] Fil R4r M http://pao.co.pinellas.fl.us/htbin/cgi-click?o=l&a--I&b=l&c=l &r=.16&s=4&t3=1 &u=0&p... 2/3/2005 1 Pinellas County Property App r Information: 05 ?? ELDrORAD ELD 0 ?I ACACIA AVE Ls, f ( ST ?p I ELD_ E3 AD ACACIA 29 15 16362 002 0?f Page 4 of 5 7031 1 438 10 'RVE A ND AL t? I ACACIA EAC TI 8 .h D EC CATI,' 7 MAC 1 ?AYS t,4ERS -50 ET otvt ST ST W YZ Y> Y 31 ? NDALAY ,_,UPkmtl"-t I s( E II Ott ?? 67? 0INSETTI 4 AVE 662 01NSETTI .a L. vI dl ? ?a `r AVE Ld , ?r 01 NSET T I D AVE z 654 w dIN VETi > 0IN MA ?AY - 0 _ 0 INSET T11. AVE I ESP Y 647 48 T IA INSET L A Y MAN '~r A V E / 1/8 Mile Aerial Photograph (2002) http://pao.co.pinellas.fl.uslhtbinlcgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 2/3/2005 Pinellas County Property App r Information: 05 29 15 16362 002 0? Page 5 of 5 t? . u rto ? a; Pinellas County Property Appraiser Parcel Information http://pao.co.pineIIas.fl.us/htbin/cgi-click?o=I&a=I &b=1 &c=1 &r-.16&s=4&t3=1 &u=0&p... 2/3/2005 0 0 CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, June 21, 2005, beginning at 1:00 p.m., in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Ave, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. (Copt from 05-17-05) Skiff Point of Clearwater, LLC is requesting Flexible Development approval to permit 15 attached dwelling units with reductions to the front (east) setback from 25 ft to 15 ft to building and from 25 ft to 3 ft to pavement; a reduction to the side (north and south) setbacks from 10 ft to 6.5 ft to building and 5 ft to parking; a reduction to the rear (south) setback from 15 ft to zero ft to pool deck, 5 ft to pool and 7.5 ft to parking; and an increase in height from 30 ft to 49 ft to roof deck and additional 4 ft for parapet (from roof deck to top of parapet) and an additional 16 ft for elevator overrun (from roof deck), as a Residential Infill Project, in the Island Estates Neighborhood Conservation Overlay District (IENCOD)/Medium High Density Residential (MHDR) District under the provisions of Sec. 2-404.F and 2-1602. C and H. (Proposed Use: Attached dwellings (15 dwelling units) at 200 and 201 Skiff Point, Island Estates of Clearwater Unit 5-A, Lots 35 & 36. Assigned Planner: Mark T. Parry, Consulting Planner. FLD2005-01012 2. Brightwater Cove, LLC is requesting (1) Flexible Development approval to permit 9 attached dwellings (townhomes) with a reduction to the side (east) setback from 10 ft to 6 ft (to building), as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2- 803.C, as an amendment to a previously approved Comprehensive Infill Redevelopment Project (Case No. FLD2003-02007 [which permitted attached dwellings within the Tourist District with reductions of the side (east and west) setbacks from 10 ft to 7 ft and 6 ft, respectively, (to building), reduction in the rear (north) setback from 20 ft to zero ft (to pavement) and 13 ft (to pool) and to permit parking that is designed to back into the public right-of-way, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2-803.C]); and (2) Preliminary Plat for the replatting of 9 townhome lots. [Proposed Use: Attached dwellings (9 townhomes)] at 130 Brightwater Dr, Brightwater Cove No. 2, Lot 1. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2003-02007A/PLT2005-00013 3. Del Mar Development, LLC (Rob Szasz) are requesting Flexible Development approval to permit a 322.5 sq-ft addition to a previously approved 497 sq-ft multi-use dock for a total of 14 slips (10 existing; 4 proposed), under the provisions of Sec. 3-601. (Proposed Use: Dock addition to a condominium project) at 1860 N Ft Harrison Ave, Villa Del Mar of Clearwater Condo Unit 106. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005-03025 4. Clearwater Retail Partners, LLC is requesting Flexible Development approval to permit retail sales and services with a reduction to the front (west along US Highway 19 N) setback from 25 ft to 17.17 ft (to pavement), reductions to the side (north) setback from 10 ft to 5.59 ft (to building) and from 10 ft to 9.5 ft (to pavement), a reduction to the side (south) setback from 10 ft to 5.21 ft (to pavement), a reduction to the rear (east) setback from 20 ft to zero ft (to pavement), increases to building height of an additional 6 ft for perimeter parapets (from roof deck - roof 0 0 deck at 18.67-ft height) and an additional 13.83 ft for architectural embellishments (from roof deck) and a deviation to allow direct access to a major arterial street (US Highway 19 N), as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2-704.C, and a reduction to the interior landscaping requirement from 10 percent to 6.8 percent, as a Comprehensive Landscape Program, under the provisions of Sec. 3-1202.G. (Proposed Use: Retail sales and services (7,350 sq ft) at 18419 US Hwy 19 N, Sec. 20-29-16, M&B 33.04. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005-02017 5. Adelheid Han$!hofer & Ocean Breeze, LLC are requesting (1) Flexible Development approval to permit 14 attached dwellings in the Medium High Density Residential (MHDR) District and the Tourist (T) District with a reduction to lot area in the MHDR District from 15,000 sq ft to 8,700 sq ft and in the T District from 10,000 sq ft to 8,700 sq ft, a reduction to lot width in the MHDR District from 150 ft to 100 ft, reductions to the front (north along Somerset Street) in the MHDR District from 25 ft to 13.67 ft (to building) and from 25 ft to zero ft (to trash staging area) and in the T District from 15 ft to 13.67 ft (to building), a reduction to the front (east along Mandalay Avenue) in the T District from 15 ft to 10 ft (to building), an increase to building height in the MHDR District from 30 ft and in the T District from 35 ft to 50.25 ft (to roof deck) with perimeter parapets of 5.25 ft (from roof deck) and rooftop, open pavilions of 11.75 ft (from roof deck) and to allow a building within the required sight visibility triangles, as a Residential Infill Project in the MHDR District, under the provisions of Sec. 2-404.F and 2-803.13; (2) Reduction to the landscape buffer along Somerset St from 10 ft to zero ft (to trash staging area), as a Comprehensive Landscape Program, under the provisions of Sec. 3-1202.G; and (3) Transfer of Development Rights (TDR2005-01016) of 2 dwelling units to this site from 200 Brightwater Dr, under the provisions of Sec. 4-1402. [Proposed Use: Attached dwellings (14 condominiums)] at 19 & 21 Somerset St, Clearwater Beach Rev Blk 2, lots 6-9. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005-01006/TDR2005-01016 6. Warner Hospitality, Scott A Warner, & Patricia A Kellan (Newkirk Ventures, Inc.) are requesting (1) Termination of Status of Nonconformity for density (16 existing attached dwelling units; 16 attached dwelling units proposed), under the provisions of Sec. 6-109; and (2) Flexible Development approval to permit 16 attached dwellings with reductions to the front (south) setback from 15 ft to 9 ft (to pavement) and from 15 ft to 3 ft (to trash staging area), reductions to the side (east) setback from 10 ft to 7.8 ft (to building) and from 10 ft to 5 ft (to pavement), reductions to the side (west) setback from 10 ft to 8.5 ft (to building) and from 10 ft to 5.3 ft (to pavement), a reduction to the rear (north) setback from 20 ft to 10 ft (to building and pavement) and an increase to building height from 35 ft to 87.3 ft (to roof deck) with perimeter parapets of 5.67 ft (from roof deck), under the provisions of Sec. 2-803.13. [Proposed Use: Attached dwellings (16 condominiums)] at 706 Bayway Blvd, Bel Crest Condo Units 1 & 17. Assigned Planner: Wayne M. Wells, AICP, Planner 111. FLD2005-03031 7. Clara & Dorothy Boldo2, Americana Gulf Motels, Ltd, Ptr, Lucca Development, LLC, Thomas J & Stasia Wilk, & US-Euro-Trade, Inc. are requesting Flexible Development approval to permit attached dwellings in the Tourist District (Parcels A and B) and an increase in height from 30 ft to 148 ft (as measured from base flood elevation to the roof deck) (Parcel A), an increase in the height of a parapet wall from 30 inches (2.5 ft) to 7 ft (Parcel B), permit a building within the required sight visibility triangles along Coronado Drive and 5`h Street and an increase in height from 30 ft to 64 ft (as measured from base flood elevation to the roof deck) (Parcel B) as part of a Comprehensive Infill Redevelopment Project under the provisions of Sec. 2-803.C., a Termination of the status of a nonconformity (equivalent of 119 hotel units [116 hotel units and 3 dwelling units] where 93 hotel units are permitted) within the Tourist District under the provisions of Sec. 6-109.C (Parcels A, B and C), Preliminary Plat and a Transfer of Development 0 0 Rights (TDR2005-03020) of 18 hotel units from 401 Coronado/406 Hamden Drives (donor site) to 325 South Gulfview Blvd (receiver site - Parcels A, B and C) under the provisions of Sec. 4- 1402 and 4-1403. [Proposed Use: Attached dwellings (102 units)] at 325 S Gulfview Blvd, 326, 345, 347 & 353 Coronado Dr, & 346 Hamden Dr, Lloyd-White-Skinner Sub, Lots 63-66, & 112-117, Columbia Sub No 2 Blk A, Lots 12-14, & Collumbia Sub No 3 Lots 8, 9 & 9A. Assigned Planner: Mark T. Parry, Consulting Planner. FLD2005-02021/TDR2005- 03.020/PLT2005-00010 8. Harold Barian (Dave Smart) are requesting Flexible Development approval to reduce the front (north) setback from 25 ft to 17 ft (to pavement), under the provisions of Sec. 2-404, to reduce the front (north) landscape buffer from 15 ft to 7 ft and reduce the front (west) landscape buffer from 10 ft to 5 ft as part of a Comprehensive Landscape Program under the provision of Sec. 3-1202.G. and a Preliminary Plat. [Proposed Use: Attached dwellings (10 townhome units)] at 1413 Sunset Pt Rd & 1871 Kings Hwy, Brentwood Estates Lots B & C. Assigned Planner: Mark T. Parry, Consulting Planner. FLD2005-03026/PLT2005-00009 9. Beach & Gulf Sands, Inc., & North Clearwater Beach Development (Anthony Menna) are requesting Flexible Development approval to permit 13 attached dwellings in the Tourist District and an increase in height from 35 ft to 64 ft (as measured from base flood elevation to the roof deck), an increase in the height of a parapet wall from 30 inches to 42 inches, permit 2 parking spaces within the required sight visibility triangles along Bay Esplanade, a reduction in the front (north) setback from 15 ft to 5 ft (to pavement) and 3 ft (to trash staging area), reduction in the side (east) setback from 10 ft to zero ft (to pool deck), 10 ft (to pool) and 7 ft (to building), reduction in the side (west) setback from 10 ft to 3 ft (to trash staging area) and a reduction the rear (south) setback from 20 ft to zero ft to pool deck, 8 ft (to pool) and 10 ft (to building), as part of a Comprehensive Infill Redevelopment Project under the provisions of Sec. 2-803.C., Transfer of Development Rights (TDR2005-03019) of 2 dwelling units from 116 Brightwater Dr (donor site) to 657 Bay Esplanade (receiver site) under the provisions of Sec. 4-1402 and 4-1403 and a request for Termination of Status of Nonconformity under the provisions of Sec. 6-109. [Proposed Use: Attached dwellings (13 condominium units)] at 657 & 663 Bay Esplanade, Mandalay Unit No 5 Replat Blk 77, Lots 4 & 5. Assigned Planner: Mark T. Parry, Consulting Planner. FLD2005-03032/TDR2005-03019 10. Beckett Lake Lodge is requesting Flexible Development approval to permit the transfer of 1 dwelling unit (TDR2005-04021) from the portion of the subject site within the Preservation (P) district and Preservation (P) future land use plan (FLUP) category to a portion of the site within the Medium Density Residential (MDR) district and Residential Low Medium (RLM) FLUP category under the provisions of Sec. 4-1402 - 1403 and to allow an assisted living facility on the site located at 2271 Montclair Rd as a Residential Infill Project without fronting on a major arterial street approved by the Community Development Board on March 21, 2000) by expanding the number of beds from 144 beds to 180 beds, reduce the front (north) setback from 25 ft to 23 ft, not providing a landscaped wall or fence which will screen parking from adjacent parcels of land as required by Sec. 3-304.A.2 and a reduction in the required number of parking spaces from 90 spaces (1 space per 2 residents) to 72 spaces (1 space per 2.5 residents), as a Residential Infill Project, under the provisions of Sec. 2-304.G.. (Proposed Use: 180-bed Assisted Living Facility) at 2155 Montclair Rd, Sec. 01-29-15, M&B 14.01. Assigned Planner: Mark T. Parry, Consulting Planner FLD2005-03030 11. Boos Development Group, Inc (Boos Florida Development, LLC, Robert B Boos) are requesting Flexible Development approval to permit a fence\wall 6 ft in height within the front (north and south) setbacks along East Palmetto and Marilyn Streets, respectively on a property 0 0 within the Medium High Density Residential District (MHDR) (pending case ANX2005-03009), under the provisions of Sec. 3-804.A.1. (Proposed Use: 144 attached dwellings) at 2077 E Palmetto St & 2093 Palmetto St, Pinellas Groves SE '/4, Lots 3-4, 12-14, & Part of Lot 5. Assigned Planner: Mark T. Parry, Consulting Planner FLD2005-03028 Interested parties may appear and be heard at the hearings or file written notice of approval or objection with the Planning Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4-206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross-examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562-4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Planning Director City of Clearwater P.O. Box 4748, Clearwater, FL 33758-4748 NOTE: Applicant or representative must be present at the hearing. Cynthia E. Goudeau, CMC City Clerk A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562-4093 WITH THEIR REQUEST. Ad: 06/05/05 FLt)2005-01006. (156) 166363 ONTARIO L'11) 152 CLARENDON ST SOUTHAMPTON ON NOH 21-0 CANADA 00030 - AMERPOL HOTELS & MOTELS INC 669 MANDALAY AVE CLEARWATER FL 33767 - 1523 ARMBRUSTER, JOHN 661 POINSETTIA AVE # 209 CLEARWATER FL 33767 - 1535 BERETA, STANLEY D THE 661 POINSETTIA AVE # 203 CLEARWATER FL 33767 - 1535 BOSCHEN, ELSIE R REV TRUST BOSCHEN, ELSIE R THE 675 MANDALAY AVE CLEARWATER FL 33767 - 1526 BUNDY, RUSSELL H NORGORDT, HANNAH K 42 SOMERSET ST CLEARWATER FL 33767 - 1543 CAPRI MOTEL CONDO ASSN 55 SOMERSET ST # 3 CLEARWATER FL 33767 - 1546 CHRISTENSEN, DALE K CHRISTENSEN, WENDILYN C 2431 ESTANCIA BLVD CLEARWATER FL 33761 - 2608 Clearwater Neighborhoods Coalition Doug Williams, President 2544 Frisco Drive Clearwater, FL 33761 26 CAMBRIA ST LLC 9 SUNSET BAY DR BELLEAIR FL 33756 - 1644 AQUA SUN DEVELOPMENTS LLC 483 MANDALAY AVE # 209 CLEARWATER FL 33767 - BAWELL, WALTER A THE BAWELL, IRGIT H THE DLO PSC 117 BOX 25 APO AE 09080 - 0025 BOERNER, SUSANA B 112 S LAUBER WAY TAMPA FL 33609 - 2615 BRANDSTADTER,STEPHAN M SEN, STEPHANIE E 3946 N WASHINGTON BLVD INDIANAPOLIS IN 46205 - 2639 BUNDY, THOMAS C 43 ACACIA ST CLEARWATER FL 33767 - 1404 CHAPMAN, ROBERT H 4101 WHITE PINE CT COLUMBIA MO 65203 - 6645 CIAMPINI, JOHN P CIAMPINI, JOAN M 708 ELDORADO AVE CLEARWATER FL 33767 - 4 W AIVALIOTIS, GEORGE 28 ACACIA ST " CLEARWATER FL 33767 - 1401 ARIS INVESTMENTS INC 39 STRATHEDEN RD TORONTO ON M4N 1 ES 00030 - CANADA BEARDSLEY, JAMES M 15 MAYFAIR LN BUFFALO NY 14201 - 1522 BOLLEA, LINDA M 130 WILLADEL DR CLEARWATER FL 33756 - 1942 BUMGARNER, DANA BUMGARNER, MARTHA 5303 ANSONIA CT ORLANDO FL 32839 - 5249 CAMBRIA VENTURES LLC 13 CAMBRIA ST CLEARWATER FL 33757 - CHITRANEE-B INC 1003 BAY ESPLANADE CLEARWATER FL 33767 - 1019 Clearwater Beach Association Jay Keyes 100 Devon Drive 1420 Clearwater, FL 33767 COLONY SURF CONDO ASSN INC 8 CAMBRIA ST CLEARWATER FL 33767 - 1509 COMB, JEAN J 287 PILGRIM BIRMINGHAM MI 48009 - 4610 Coral Resort Condominiums COSTARELIS, NICK CRIST, JAMES G 483 East Shore Drive HANGHOFER, DANICA CRIST, SHARON GRASS Clearwater, FL 33767 676 MANDALAY AVE # 114 3124 TIFFANY DR CLEARWATER FL 33767 - 1528 BELLEAIR BEACH FL 33786 - 0 CRONIN, LEO J CZIPRI, BRENDA K THE DE BELLIS, BARBARA 39 ACACIA ST 334 EAST LAKE RD STE 338 55 SOMERSET ST # 3 CLEARWATER FL 33767 - 1404 PALM HARBOR FL 34685 - 2427 CLEARWATER FL 33767 - 1546 DELGADO, ANGEL DELGADO, ANGEL DI DOMIZIO INVESTMENTS INC EDWARDS-DELGADO, LINDA J EDWARDS-DELGADO, LINDA 90 MILVAN DR 13 CAMBRIA ST 8 CAMBRIA ST # 303 TORONTO ON M91 1Z6 00030 - CLEARWATER FL 33767 - 1508 CLEARWATER FL 33767 - CANADA DOM, MARY DUVOISIN COTTAGES DYER, FREDERICK T 65 SOMERSET ST 21 SOMERSET ST DYER, ROSE L CLEARWATER FL 33767 - 1547 CLEARWATER FL 33767 - 1542 210 E GOVERNOR PL ST CHARLES MO 63301 - 4573 EIFERT, MARY A EMERY, NEIL J FENLON, KELLY A 721 ELDORADO AVE EMERY, JOANN S 9 CAMBRIA ST # 4 CLEARWATER FL 33767 - 1421 13101 APPLE AVE CLEARWATER FL 33767 - 1510 RAVENNA MI 49451 - 9755 FITZGERALD, RONALD FOLEY, DONALD F FORLINI, DOMENICO G FOLEY, CATHERINE G 665 POINSETTIA AVE 808 MANDALAY AVE CLEARWATER FL 33767 - 1530 661 POINSETTIA AVE # 108 CLEARWATER FL 33767 - 1324 CLEARWATER FL 33767 - 1534 FRIARS MINOR ORD OF ST FRANCIS GARBIS, WILLIAM GARRIS, BERLE SR PROVINCIAL CURIA GARBIS, GLENNA S GARRIS, ANNE M 147 THOMPSON ST 7900 TAMELING 38 ACACIA ST NEW YORK NY 10012 - 3110 PALOS HILLS IL 60465 - 1672 CLEARWATER FL 33767 - 1403 GEOMAR HOLDINGS INC GUGLIOTTA, BEN J HADDON HOUSE INN INC 115 ARGYLE 704 ELDORADO AVE 854 LANTANA AVE KIRKLAND QC H9H 3H9 00030 - CLEARWATER FL 33767 - 1420 CLEARWATER FL 33767 - 1124 CANADA HAGGITT, CYNTHIA HALGREN, RALPH W HANGHOFER, ADELHEID G 717 ELDORADO AVE HALGREN, VELORA B 676 MANDALAY AVE # 112 CLEARWATER FL 33767 - 1421 56 SOMERSET ST CLEARWATER FL 33767 - 1527 CLEARWATER FL 33767 - 1543 HANGHOFER, ADELHEID HAYS, WILLIAM D HESSELSCHWERDT, BERND J HESSELSCHWERDT, BERNHARD 19 SOMERSET ST 661 POINSETTIA AVE # 304 55 SOMERSET ST # 5 CLEARWATER FL 33767 - 1542 CLEARWATER FL 33767 - 1536 CLEARWATER FL 33767 - 1546 HILDEBRAND, WILLIAM O JR HIRSCHFELD, JOSEPH J Housh Ghovaee 661 POINSETTIA AVE # 107 HIRSCHFELD, MARILYN C Northside Engineering Services, Inc. CLEARWATER FL 33767 - 1534 7105 PELICAN ISLAND DR 601 Cleveland Street, Suite 930 TAMPA FL 33634 - Clearwater, FL 33755 HUNTER, RICHARD F J & J'S BEACH PLACE JAMES, MICHELE R HUNTER, PEGGY P 7105 PELICAN ISLAND DR 62-17 64TH ST PO BOX 3646 TAMPA FL 33634 - 7461 MIDDLE VILLAGE NY 11379 - 1024 CHATTANOOGA TN 37404 - 0646 KANE, JOHN F KEITH, CLYDE H THE KIELMANN, LOTHAR E PAYER-KANE, PATRICIA 1119 GOLFVIEW LN KIELMANN, WENDY 8 CAMBRIA ST # 301 GLENVIEW IL 60025 - 3176 35154 LEON ST CLEARWATER FL 33767 - 1509 LIVONIA MI 48150 - 2668 KINNARD, LOUIS R KOHILAKIS, STEVE KOMITAS, ALVINOS KINNARD, LUCRETIA L KOHILAKIS, HELEN KOMITAS, HELLEN VIA S MARTA 24 190 ROOSEVELT BLVD 141 CITATION DR FIRENZE 50139 00026 - HAUPPAUGE NY 11788 - 4433 TORONTO ON M2K 1T3 00030 - ITALY CANADA LA RISA DEVELOPMENT CO LLC LAMPATHAKIS, JAMES D LAMPATHAKIS, VASILIOS E LAUGHLIN, LANCE 880 MANDALAY AVE # C-908 709 MANDALAY AVE CLEARWATER FL 33767 - 701 ELDORADO AVE CLEARWATER FL 33767 - 1431 CLEARWATER FL 33767 - 1421 LEARY, EDWARD B JR THE LENTRICCHIA, DOMENICK LE-SI, HAN PMB 331 LENTRICCHIA, KARIN LE-SI, NGUYET 30 JERICHO TPKE 814 NARCISSUS AVE 3507 CROSSINGS WAY COMMACK NY 11725 - 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1536 NIMA HOLDINGS INC 400 EDDYSTONE AVE TORONTO ON M3N 1 H7 00030 - CANADA OLSON, LOUISE ETIENNE, JOY 14770 SHIPWATCH TRCE # 1930 LARGO FL 33774 - 5747 PALMA, GEORGE 32 FORGE DR DOWNSVIEW ON CANADA M3N 2R3 00030 - PASQUALE, JACK R THE PASQUALE, PATRICIA A THE 1433 NORMAN DR DARIEN IL 60561 - 4434 PIOLI, RICHARD T THE PIOLI, ROBERTA B THE 750 ISLAND WAY # 402 CLEARWATER FL 33767 - 1820 RODRIGUEZ, OTILIA 29 ACACIA ST CLEARWATER FL 33767 - 1402 ROWE, ROBERT B THE ROWE, WENDY A THE PO BOX 3711 CLEARWATER FL 33767 - 8711 MORALES, RAUL MORALES, BLANCA 930 EL DORADO AVE CLEARWATER FL 33767 - MUNCH, MICHAEL A 12042 ROYCE WATERFORD CIR TAMPA FL 33626 - 3314 NINE CAMBRIA CONDO ASSN 750 ROLLING HILLS DR PALM HARBOR FL 34683 - 3015 PAGE, PATRICIA A 710 ELDORADO AVE CLEARWATER FL 33767 - 1420 PANOS, CHRIST PANOS, AMALIA 818 MARSHALL DR DES PLAINES IL 60016 - 5946 PELLEGRINELLI, GUY A JR PELLEGRINELLI, MARY 459 FENN ST PITTSFIELD MA 01201 - 5262 RASCONA, LISA RASCONA, ANTHONY 45 ELAINE DR STAMFORD CT 06902 - 8312 ROHEN, WILLIAM A 1704 N 12TH AVE MELROSE PARK IL 60160 - 2251 ROYAL NORTH BEACH LLC 5560 BATES ST SEMINOLE FL 33772 - ROZENITS, FRED SAGONIAS, STAMATINA SCHAMBER, PATSY THE ROZENITS, ANNA 235 OLD OAK CIR 708 BRUCE AVE 31 ISLAND WAY # 1002 PALM HARBOR FL 34683 - 5862 CLEARWATER FL 33767 - 1415 CLEARWATER FL 33767 - 2207 SEIFERT, MICHAEL E • SHAY, BRIAN J THE SEIFERT, NANCY S SERENDIPITY HOLDINGS INC 210 PALM ISLAND SW SHAY, STEPHANIE A THE 5825 PERSIMMON DR CLEARWATER FL 33767 - 1940 7838 SE 22ND PL MADISON WI 53711 - 5003 MERCER ISLAND WA 98040 - SHESTOKAS, ALBERT J II SHILOH INV INC SKANDALAKIS, JOHN 8 CAMBRIA ST # PH 401 3133 W 300 S SKANDALAKIS, IRENE CLEARWATER FL 33767 - 1509 TIPTON IN 46072 - 8103 5080 ELDEVIEW CT MISSASSAUGA ON L5M 5A9 00030 - • CANADA SMITH, RUPERT W JR SOMERSET CONDO ASSN INC SOTTILE, BENJAMIN J SMITH' IRENE V 1299 MAIN ST SOTTILE' ILEANA 661 POINSETTIA AVE # 106 DUNEDIN FL 34698 - 5333 24 S PARK DR CLEARWATER FL 33767 - 1534 TENAFLY NJ 07670 - 3025 SOULIS, DENNIS SPERELAKIS, NICHOLAS SR SOULIS, TINA SPEAR, ROBERT E ARE 102 CARRIAGE SQUARE CT SPERELAKIS, DOLORES J 17 NEVADA AVE HENDERSONVILLE NC 28791 - 1396 12114 PAULMEADOWS DR WILLOWDALE ON M2M 3M9 00030 - CINCINNATI OH 45249 -1330 CANADA SURFSIDE OF PINELLAS CONDO THOMPSON, MICHAEL S STRATEMAN, DALAL N ASS THOMPSON, MARIA PO BOX 3445 11 IDLEWILD ST BRENDON FEN POND RD IGTHEHM CLEARWATER FL 33767 - CLEARWATER FL 33767 - 1563 NEAR SEVEN OAKS KENT TN15 9JE 00003 - GREAT BRITAIN TSAMBIS, KONSTANTINOS C TSAMBIS, MARY VAN CLEAVE, ROBERT M & MARY TSAMBIS, ANNA D 34 ACACIA ST RE 6653 CATALPA DR CLEARWATER FL 33767 - 1403 VAN CLEAVE, ROBERT M THE NEW PORT RICHEY FL 34655 - 3701 8 CAMBRIA ST # 202 CLEARWATER FL 33767 - 1509 VERBAN, STEVE WAGNER, LARRY H THE WALDOW, WARREN J JR VERBAN, HELEN K 240 WINDWARD PSE # 1202 PO BOX 8160 55 SOMERSET ST CLEARWATER FL 33767 - 2249 WEBSTER NY 14580 - 8160 CLEARWATER FL 33767 - 1546 WAMO WESTER, ROBERT M THE WESTER, ROBERT M 1211 COURT ST WESTER, PATRICIA A THE WESTER, PATRICIA A CLEARWATER FL 33756 - 5801 6 WOODGLEN 6 WOODGLEN ESTATES DR ST CHARLES MO 63304 - 7609 ST CHARLES MO 63304 - WEYANT, JAMES R III WHITE SANDS CO WHITE, ANDREA P CARDONI-WEYANT, KRISTI A 802 N BELCHER RD 55 SOMERSET ST # 4 51 ACACIA ST CLEARWATER FL 33765 - 2103 CLEARWATER FL 33767 - 1546 CLEARWATER FL 33767 - 1404 WHITEHURST, DON R WILSON, WILLIAM D JR WINTERS, RICHARD 1801 SE US HIGHWAY 19 245 SANDRIDGE CT WINTERS, MIRIAM CRYSTAL RIVER FL 33767 - 1815 ALPHARETTA GA 30022 - 7064 21 ACACIA ST CLEARWATER FL 33767 - 1402 WORSFOLD, PAUL JOHN WORSFOLD, CHRISTINA MARIE 6216 SAND TRAP PL VALRICO FL 33594 - WOSCHITZ, EVA THE 302 POINSETTIA LAND TRUST 10 COURTWOOD PL TORONTO ON M2K 1Z9 00030 - CANADA 46 ZAN ET, PIETRO J ZANET, MICHELINA 5062 STOUFFVILLE RD RR#4 STOUFFVILLE ON L4A 7X5 00030 - CANADA 0 0 Page 1 of 1 Wells, Wayne From: CLDLEARY@aol.com Sent: Tuesday, June 21, 2005 8:12 AM To: Wells, Wayne Subject: Community Development Board Meeting Please pass the following attachment on to the Community Development Board. Thank you. Have a super day! Lisa Leary 6/21/2005 To: The Community Development Board From: Lisa Leary, Resident, 45 Acacia Street Re: Application for Flexible Development on June 21, 2005 Somerset St. I have read with interest the request for flexible development of 19 and 21 Somerset Street and staff recommendations. I attended all of the recent Planning Meetings at the Recreation Center on Clearwater Beach. Other than developers or people who bought their property in the hopes of selling out to a developer in the future the comment I heard was that the "setbacks are alright if we don't keep making variances to them." When I read that the setbacks are less than or equal to those approved at 14 -17 Somerset Street and this is a rationale for approving this project I feel frustration. A building with a visual height of 67 feet (nearly 70 feet) does NOT provide a transition from the residential area to the north. It provides the opening to a "tunnel" that will be created as properties such as this one developed, with variances, in an attempt to reap the greatest reward for the developer's investment. Although I do not find the building at 14-17 Somerset unappealing I hold to my original conviction that it was an inappropriate location for the building and would set a precedent for the surrounding properties. It appears to be setting a just such a precedent in this situation. This new development would do the same as one progresses east and south. What happened to the transition area? What happened to the tiers in from the street to avoid the tunnel effect along the street? (For the record I think the new building on Somerset is quite attractive just 2 blocks further north than it should have been and inappropriately placed in the backyard of a historic style single family residence. Are we really looking on how development affects surrounding landowners or how much tax revenue is generated?) The property on the northwest side of the Somerset/Mandalay intersection may be a little boxy and does not provide the tiers but it is not overly obtrusive. It is a height that is not overwhelming to drive by or walk past and is appropriately landscaped. It is more in keeping with the size element that is transitional. I visualize a story more at most on the south side of Somerset as being in keeping with the surrounding properties IF the setbacks are not reduced and IF there are tiers along Mandalay to prevent a tunnel effect. I see in the staff analysis that there are "other attached dwellings located to the south, while commercial uses are located to the south along Mandalay Ave." Unless I am mistaken the property immediately to the south is a 2 story rental unit. To its south is the 1 story building housing Balow Realty. Across the street is the 2 story Coca Cabana hotel. Any attempt to say that 67 feet in visual height is congruent with the area is based purely on the assumption that these owners will develop, or sell to developers in order to profit at their locations. How does this support our small property owners? When we started the Beach By Design process we were told that the City of Clearwater was not trying to turn Clearwater Beach into Sand Key...what changed? As more small properties build to the maximum allowable we are going to have Sand Key minus the open spaces between the buildings there that keep you from feeling walled in!, At the planning meeting on June 8, 2005 an architect suggested an architectural review committee... would it not be a good idea before we start adding buildings that may or may not be in keeping with further development of the surrounding properties? I regret that I will be unable to attend the public meeting due to my own work commitments. I would be very interested in understanding how this proposed development doesn't have an impact on the use or development of the surrounding properties. When we started the Beach By Design process we were told that the City of Clearwater was not trying to turn Clearwater Beach into Sand Key...what changed. As more small properties build to the maximum allowable we are going to have Sand Key minus the open spaces between the buildings there that keep you from being walled in! The justifications in the staff analysis of the inconsistencies in the proposal are not sufficient to convince me that this plan is the only economically feasible way this developer can build on the property. Thank you for your consideration of my remarks. Sincerely, Lisa A. Leary 45 Acacia St. 447-5776 0 0 ro U JUN 15 9115 L To: The Community Development Board From: Anne M. Garris, neighbor of 21 and 19 Somerset Stree & DEVELOPMENT VC Re: Application for Flexible Development on June 21, 2005 Both the proposed height and mass of this development is out of character with adjacent properties. The 5 feet for FEMA requirements plus the 12 feet for elevator shafts and the additional height of the roofed "recreation pavilions" extending over 31 % of the width of the building, amounts to a visual height of 67 feet. This height will start a new precedent along Mandalay Avenue which is not in conformance with the buildings in the immediate vicinity, nor with the stated plans for buildings along Mandalay. Although the two neighboring buildings sited by the developer are over 50 feet, they are both fronted on the Gulf of Mexico. This project will stick out like a sore thumb on Mandalay Avenue where a 20 foot building abuts the proposed project on the south and a condominium that is 20 feet over parking is across Somerset on the north (much closer than the sited project on the North of Somerset). Across Mandalay to the east, the buildings are all less than 30 feet high. Staff states, (on page 7) "The development or redevelopment of the parcel proposed for development is otherwise economically impractical ..." In code section 3-913.A, the first requirement for infill development states, "1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards." Exceptions to the code based on the economic feasibility of a project encourage developers to rely on the City to make up for any expenses they may incur, or any profit they wish to make. The code does not say Community Development Decisions are to be based on the "economic practicability" of a project. A code based on a developer's financial decisions is no code at all! The developer, in this case, can surely build the allowed 12 units on this large piece of property without variances from the standard criteria. He only has to reduce the size of the units and do without the extra two he has chosen to transfer. If that means he spent too much to buy the property, or will make less profit, that should not be the responsibility of the City. 0 0 Page 2 - Re; 21 and 19 Somerset Street, June 21, 2005 The developer does not need to build over the 30 foot height limit to "be compatible with adjacent land uses," "upgrade the immediate vicinity of the proposed development," "enhance the community character of the immediate vicinity ..." etc. The code requires that the development be "in harmony with the scale, bulk, coverage, density and character of adjacent properties." The bulk and density of this project is in harmony with only one of the adjacent properties and the argument for allowing that one was that it faced the Gulf. It is not in harmony with any of the development along Mandalay Avenue for several blocks. Unfortunately, I will be out of town on June 21, and unable to attend the meeting in person. Anne M. Garris 38 Acacia Street, Clearwater Beach, 446-4410 ? " ? T A 9 e_,? I Mv?= CITY OF C LEARWAT'ER PLANNING DEPARTMENT fops ? ------ y POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 ,4-Mk ft? MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT REVIEW June 24, 2005 Mr. Housh Ghovaee Northside Engineering Services Inc. 601 Cleveland Street, Suite # 930 Clearwater, Florida 33755 RE: Development Order - Case Nos. FLD2005-01006/TDR2005-01016 19 - 21 Somerset Street Dear Mr. Ghovaee: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On June 21, 2005, the Community Development Board reviewed your requests for (1) Flexible Development approval to permit 14 attached dwellings in the Medium High Density Residential (MHDR) District and the Tourist (T) District with a reduction to lot area in the MHDR District from 15,000 square feet to 8,700 square feet and in the T District from 10,000 square feet to 8,700 square feet, a reduction to lot width in the MHDR District from 150 feet to 100 feet, reductions to the front (north along Somerset Street) in the MHDR District from 25 feet to 13.67 feet (to building) and from 25 feet to zero feet (to trash staging area) and in the T District from 15 feet to 13.67 feet (to building), a reduction to the front (east along Mandalay Avenue) in the T District from 15 feet to 10 feet (to building), a reduction to the side (west) setback from 10 feet to zero feet (to trash staging area) in the MHDR District, an increase to building height in the MHDR District from 30 feet and in the T District from 35 feet to 50.25 feet (to roof deck) with perimeter parapets of 5.25 feet (from roof deck) and rooftop, open pavilions of 11.75 feet (from roof deck) and to allow a building within the required sight visibility triangles, as a Residential Infill Project in the MHDR District, under the provisions of Sections 2-404.F and 2-803.13; (2) Reduction to the landscape buffer in the MHDR District along Somerset Street from 10 feet to zero feet (to trash staging area) and to the side (west) landscape buffer in the MHDR District from 10 feet to zero feet (to trash staging area), as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G; and (3) Transfer of Development Rights (TDR2005-01016) of two dwelling units to this site from 200 Brightwater Drive, under the provisions of Section 4-1402. The Community Development Board (CDB) APPROVED the applications with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria as a Residential Infill Project per Section 2-404.F. 2. The proposal complies with the Flexible Development criteria for attached dwellings per Section 2- 803.13. 3. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. FRANK HIBBARD, MAYOR Biu. JoNsoN, VICE-MAYoR JOHN DOILkN, COUNCIL MEMBER HoYT HAMILTON, COUNCiLMEMBER CART; N A. PETERSEN, COUNCHAMEMBER "EQUAL. EMPLOYMENT AND AFFIRMAT Rri.- ACTION EMPLOYER" June 24, 2005 Ghovaee - Page 2 4. The proposal is in compliance with the criteria and standards for the Transfer of Development Rights per Sections 4-1402 and 4-1403. 5. The development is compatible with the surrounding area and will enhance other redevelopment efforts. 6. The proposal is in compliance with the Old Florida District of Beach by Design. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That a special warranty deed, specifying the number of dwelling units being conveyed or sold from 200 Brightwater Drive and being transferred to this site, be recorded prior to the issuance of any permits for this project. The special warranty deed shall also contain a covenant restricting in perpetuity the use of all platted lots at 200 Brightwater Drive due to the transfer of development rights. Any mortgage holder of the sending site (200 Brightwater Drive) shall consent to the transfer of development rights prior to the issuance of any permits; 3. That a Unity of Title be recorded in the public records prior to the issuance of any permits; 4. That the rooftop, open pavilions be eliminated; 5. That any future freestanding sign be a monument-style sign a maximum four feet in height and designed to match the exterior materials and color of the building; 6. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 7. That a condominium plat be recorded prior to the issuance of the first Certificate of Occupancy; 8. That all Parks and Recreation fees be paid prior to the issuance of any permits; 9. That all Fire Department requirements be met prior to the issuance of any permits; and 10. That Transportation Impact Fees be paid prior to the issuance of the first Certificate of Occupancy. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (June 21, 2006). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.13 by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending June 24, 2005 Ghovaee - Page 3 the final determination of the case. The appeal period for your case expires on July 8, 2005 (14 days from the date of the CD13 meeting). If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727-562-4504. You can access zoning information for parcels within the City through our website: www.myelearwater.com/ og v/depts/planning. *Make Us Your Favorite! Sincerely, M i c h a e ICP Planning Director S: (Planning DepartmentlC D BIFLEX (FLD)Ilnactive or Finished Applications&merset 19 - 21 Ocean Breeze (MHDR + 7) - ApprovedlSomerset 19-21 Development Order.doc s ¦ LEGEND g ~a RAN 1 M~ G~ E 9 9 ; o° ~ 0 00 ~.EGAL DESCRIPTION: A PARCEL OF LAND LYING IN SECTION 5, TOWNSHIP 29 SOUTH, MANGE 15 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA. BEING FURTHER EXIST. ELEVATION x~ ~ ~ ~ ~ ~ t~ L bECRIBED AS FOLLOWS: PARCEL No. 1 F ~ Z R EXIST. CONTOUR , ~ ~ _ ~ ~ p, LOT 6, BLOCK 2, REVISED MAP OF CLEARWATER BEACH, ACCORDING TO THE MAP OR NEW ELEVATION +10.00 ~ N ~ a ~Z PLAT THEREOF, AS RECORDED IN PLAT BOOK 11, PAGE 5 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. R I DA ¦ ~ NEW CONTOUR ~ ~ -10-- ~ z x CONTAINING 4,357 SQUARE FEET, OR 0.1000 ACRES MORE OR LESS. EXIST. STORM SEWER ~ W v PARCEL No. 2 I- LOTS 7, 8 AND 9, BLOCK 2 OF REVISED MAP OF CLEARWATER BEACH, ACCORDING TO NEW STORM SEWER ® ® ~ ~ THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 11, PAGE 5 OF THE PUBLIC e NZ RECORDS OF PINELLAS COUNTY, FLORIDA. NEW UNDERDRAIN i ~~~o~~~ass~ i ~ ~.1 CONTAINING 13,075 SQUARE FEET, OR 0.3002 ACRES MORE OR LESS. a TOTAL ACREAGE = 17,432 SQUARE FEET, OR 0.4002 ACRES MORE OR LESS. EXIST. SAN. SEWER - - - ~ z N w ^W NEW SAN. SEWER t EXIST. WATER SERVICE - - - - - - - - - z NEW WATER SERVICE ~ ~~1 a $~1y~ t u ~ 0 - NEW INLET "1A Z 4 _ ~ . ~~~1; ~w~e ~ ~0 ~ W R ~ , f ,~+4tr ~ V ~ ~ r+ ~ f' ~ NEW SAN. MANHOLE ii 5`r, Y : Rita ti ~ ~ ,r a i Q 7~ ii+ ir'. ~ ~ . C.O. ~ pM. } '~i! ~ NEW CLEAN-OUT(C.O.) ~ V ~ ~ " Q .,.e~ ~ K::a ' NEW BUILDING AREA L7 ~'~xip ~t~~.`. ' NEW ASPHALT ~ Q H Q -SOMERSET _ . ~ x>* J . "''s dw0 NEW CONCRETE ~ ~ ~ H ~ ~ - - ,x : ~ ~ I SOMERSET~ST E~;' ~ > > ° ' ~ ~ o ' ~ : ~ - spy ~ vF D ° ~ ~ ~ ~ ~f ~ :M~, >0 S - ~ TEMP. SILT BARRIER z G LL Z lSO POINT OF CONNECTION ~ Q W d D y,~w a ~ ~ • ~~~~~~i r x. ~i.- " . 1 S OF NEW UTILITY TO EXIST. ~ w ~ E, ~ fj ,~,..n W x 4w`' ~t~~ M METER J ~ ~ ~ y . ' 11 r ~ B.F.P.D. BACKFLOW PREVENTION DEVICE Q CAMBRIA-ST • z'~.,' ~ ~l ~t ~a } ~ ~ ' K~ f~ti . 1. e ' ~ F.H.A. FIRE HYDRANT ASSEMBLY ER #5936 V O •Wi r ~ ~1 ~ f~j~., ~~55~ ~ ' O ~ ~ y~c, p•. ~`i .gym c>A ~ F.D.C. FIRE DEPARTMENT CONNECTION ~ v P . ' ` ' k; T.B.O. TEMPORARY BLOW-OFF .7ae. ~ ~ .Wr 4 1 ~ a s i I': ,,o, N T.& V. TAP AND VALVE ~ ~ ~ ~ I < A 1 k Y ~ , m ."~~1. ~~~~a ~ .F NES Comm.: 0502 ~ i f P U x s. IDL- r EWILD-Sl' ° ~ bra ' .,,;,1 u ' , Drawn By: B.J.V. Q> ~ 'fit ~~~1~ Checked By: H.G. w Q h ~ l;s' ~ti .gym -t ":.~'~~u~ ~ k~' ~ ~ L't? ai~,~E~ + o Pig f. ~ ~ , ~ a~.an, ~ . ~ - - r s 3 Fsu, `Y Issue Date:. 01104105 ~ ¦ ~ i 1° ' 200' x Revisions: t~~ No. Dote Descri tion 0 ~ RT NO H . U J~l~ Q~ ~~lla~ ' fi ' d i I Q ~~o`~~I~w'I,`}is~'taf'tir:f.~~~~'Mkti;fc~ ~"r r'1TY 'ff' ` r. tii~, EXISTING o E PROPOSED P ED (P) REQUIRED P~~i ACVE~ ~ µ U MHDR & T MHDR & T o ZONING: 0 3 R.F.H. & R.W. R.F.H. & R.H. & R.H. R.F.H. & R.H. ~i~~~~~~i~4~..,~ ~_bs_.. LAND USE: o R ~ ~ ~ ~ ~ LOT 6: 2- 2 UNIT DUPLEXES c , . ~ LOT 7: ( SINGLE FAMILY ' USAGE: LOT 8: ACANT ATTACHED DWELLINGS .DWELLINGS O.K. a LOT 9: VACANT m • 12 UNITS DENSITY: + T.D.R.(2) (NITS 30 UNITS/AC .R.(2) o 17 432 S.F. 17 432 S.F. tS.F. INDEOF SHEETS LOT AREA: ' 0.40 AC. 0.40 AC. M.H.D.R. 15,000 S.F. ac. T ~o,ooo s.F. C1.1 CIVIL SITE DATA 0 S.F. N/A C1.2 CIVIL SITE SPECIFICATIONS ° BUILDING COVERAGE:. 3,119 S.F. 11,157 S.F. N o 18.0% 64% ~ (S.F. & / OF GROSS SITE) ,o GROSS FLOOR AREA (S.F.): 3,119 S.F. 44,628 S.F. s s.F. C2.1 DEMOLITION SITE PLAN F.A.R.: 0.18 2.56 56 N/A C3.1 STAKING SITE PLAN ~ 9.67' TO PAVE E T N FRONT: g' 13.67 TO BLDG. SOMERSET )GVE~S MERSEY) M.H.D.R. 25' N 10 TO BLDG. 0 T ,5' C4.1 GRADING, DRAINAGE & M BLDG. (MANDALAY) a~ IALAY)• UTILITIES SITE PLAN LI 10.1' TO BLDG. (S BLDG. (S ~ 6.5' TO SIDEWALK S) L SIDE: 110.5 10.fi' TO BLDG. W )EWALK S) M.H.D.R. 10' C5.1 CIVIL SITE DETAILS M ( ) > 6.83' TO SIDEWALK W o SETBACKS: ( ) DEWALK (W) T 'o~ C5.2 CIVIL SITE DETAILS ~ LEI M U ~ i REAR: 2.3 H ~ o ~ . 4.~1 W ~ M'"'T°D' zo'15 L1.1 LANDSCAPE SITE PLAN CC ai 49'-3" TO ROOF ~ BLDG. HEIGHT: 1 & 2 STORY 3'-6" FROM ROOF TO PARAPET f0 ROOF M.H.D.R. 30' ® ~ ~ O )oF TO PARAPET T 35' L1.2 LANDSCAPE DETAILS AND ~ ~ ~ m ' 8' FROM ROOF TO EQUIP. ROOK f0 EQUIP. Roots SPECIFICATIONS ~ pp ~ ° SCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD PAVED VEHICULAR USE AREA: ~ THE ABOVE DE 609 S.F. 432 S.F. s.F. N/A IR1.1 IRRIGATION SITE PLAN ~ ~ r o ZONE AE (EL..11) AND AE ( } a ; PER FLOOD INSURANCE RATE MAP 121030 0102G IMPERVIOUS SURFACE RATIO: 5,400 S.F. 12,474 S.F. W j 4 S.F. M.H.D.R. 0.85 I 3 2003 0.31 0.716 MAP REVISED: 09/0 / (I.S.R.) N 716 T 0.95 ~ ~ O_ oa OPEN SPACE: 12,032 S.F. 4,958 S.F. 0 I S.F. N/A ~ ~ ~ J ~ (S.F. & % OF GROSS SITE) 69.0% 28.4 6.4 ~ ~ rv U PARKING LOT INTERIOR LANDSCAPING: 4,675 S.F. 1®~1 i S. F. L S.F % >10% ( & o OF V.U.A.) d 10% THIS DRAWING IS AN INSTRUMENT OF S V.AN-6V EMNN THE PROPERTY OF THE ENGINEER, AND SHAM NOT BE REPROqQ0FD, i°UBLf~I~ XTR(IiSED IN ANY WAY WITHOUT Q SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY: PARKING: 25 15 21 ' THE CONSENT OF THE ENGINEER. I~ - p a . N ldh3 2005 NOT PUBLISHED o BRUCE A. KLEIN, PSM No. 5052 Q FLORIDA REGISTERED SURVEYOR LB# 6928 ~UIV tUtfNA+ 0 8 o 2005) ~s~ A rq f ~ f ~ 9 1.5 SPACES PER. UNIT DATED: FEBUA PARKING CALCULATIONS: o RY 04, 20t .14 UNITS X 1.5 = 21 REQUIRED h1 „o , IV 0. ~ .t. ,q O RAM {l. JGgE , Ph.D:, E. #47434 !Y ; N COPIES OR IAN ROT VALID S j, EMBOSSEDNIPI1 OTPTiE SIGNING ENGINEETr V, EM N . , oJe!°3$U9OiYaar 4 - S.W.F.W.M.D. / GROSION CONTROL NOTES CLEARING AND GRUBBING NOTES ICON'TI WATER/SEWER CLEARANCE RE4UIREMENTS ICON'TI CONTRACTOR'S (TRACTOR'S RESPONSIBILITY NOTE NOTE TO CONTRACTOR t 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RE5PON51BLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES -OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY CROSSING (10 Ff. LINEAR SEPARATION BETWEEN JOINTS); , THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW- , z M ` iE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEI'OR. ~ O O O B. THE SEWER SHALL BE INSTALLED WITH D.I.P. FOR 2D FEET CENTERED ON THE IT IS THE CONTRACTOR PRIOR TO INITIAlIt1G AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. CR05SING (10 FT. LINEAR SEPARATION BETWEEN JOINTS); THE ARCHITECT AND ON CHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) THE RECORD DRAWINGS SHALL SHOW FINAL GRADES. FOR ~ V TO PREVENT SOIL EROSION AND SILTATION. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR RE 0 G C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE AND SITE IMMEDIATELY I M VIN ANY , fE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS ~ ~ ~ ~ - - 2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL EXISTING STRUCTURES. AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO AND WRITTEN CORRESP( tITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FRST & PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS & ~ ~ d, ~ STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS BACKFILLING; OR CLASS C D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT ONDITION (SURI AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDS 0 WITHOUT CHIPS, WITHOL CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING, DIMENSIONIIJG OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES ~ p, FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. E F THE CROSSING, MEASURED T CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS- SURROUNDING, INCLUDING THE SANITARY SEWER AND WATER PIPING. THE , O n C AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS WITH NEW APPEARING F 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION. INTENDED TO OPERATE} EW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. • a ~ Z .D TO OPERATE} WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE 3. THE RETENTION AREAS AND OUTFACE CONTROL STRUCTURES SHALL BE CONSTRUCTED SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL CONCLUSION OF THE PI JSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT Z k EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED THE OWNER A COMPLEI IN PARTS OfF SITE. WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS. STANDARDS IN UAL INER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO Q ITY 4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL BUILDING(S) AND SITE ~ RDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA JURISDICTION. ~ ~ v OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE. IG(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFCALLY IDENTIFlED Q? W SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC 9. DURING CONSTRUCTION,. ALL STORM SEWER INLETS IN THE VICINITY OF THE WITHIN THE DRAWINGS 1 INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, HORIZONTAL SEPARATION BETWEEN PARALLEL LINES BEEN DESCRIBED IN TH THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS GENERAL CONSTRUCTION NOTES F ~ W 1ESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. e N Z OPENINGS IN THE CONTROL STRUCTURES. SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFED AS REQUIRED BY CONTRACTOR HAS THE ACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S), 1. ALL THE WORK PERFORMED SHALL COMPLY WITH TFIE REGULATIONS AND ORDINANCES OF ~ ~ ~j 5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER. CONSTRUCTION PROGRESS.. GRAVITY SEWERS OR FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY UTILITIES AND SITE THRi 5 AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE COURSE OF THE WORK, 6. ALL- SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION 10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FT. SEPARATION, THE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL AERONAUTICAL VERTICAL DATUM (NAND) 1988. ' to OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH THE BUILDING(S) AND/C IILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT h SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM AREA WAS NOT SPECIFIC 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE CONTRACTOR SHALL REf 'AS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, ~ ~ W NOTE: REQUIRED ER0510N CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE WATER AND SEWER JOINTS SHALL BE STAGGERED. CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL TO THE PLANS. Of THE ARCHITECT AND ~CTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION AND OThiER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY Z RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, ` STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. Q 400-4 & 400-40 T.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR AS A PART OF THESE DC OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A BALES OR SILTATION CURTAIN) TO PREVENT SILTATION Of ADJACENT PROPERTY, MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE 4RT OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES OFFENSE. DEPARTMENT AND BE PRESSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE PROVIDED, AND ANY ADDI STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. BACKFILLING. INFORMATIONAL PURPOSE: :D, AND ANY ADDITIONAL INFORMATION 11iAT MAY BE PROVIDED IS FOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER P 1 ` 1TIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE v\ 1 z FOR THEIR PREPARATION, MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY WATER SYSTEM NOTES sANITARY SEWER/RECLAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS _IR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR AFFECTED AREA. VVV W 1. PER ARTICLE 41.03(8)(1) CITY OF CLEARWATER CONTRACT SPECIFCATIONS IS FULLY RESPONSIBLE N Y RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD 5. THE CONTRACTOR SHALL EXERCISE :EXTREME CAUTION IN AREAS OF BURIED CH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS 0 1. All SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. AND STANDARDS, THE DEPTH OF COVER OVER THE WATERMAIN SHALL WHEN THE RECIAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION: USE SUCH INFORMATION BE A MINIMUM OF 30" AND A MAXIMUM OF 42" BELOW FlNISHED GRADE. UNDERGROUND SERVICES, ROUND SERVICES, INCLUDING BUT NOT LIMITED T0: UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING o 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FlLLED WITH ANY OTHER MAXIMUM OBTAINABLE SEPARA 0 0 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND TIN F RECLAIMED WATER LINES AND DOMESTIC WATER LINES SUBSTANCE THAN STORMWATER. SPECIFICATIONS. SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" M 3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 3. ALL DUCTILE IRON PIPE SHALL BE CLASS 50 WITH A RATING WATER WORKING CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED AT 1-800-432-4770 MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE V 0? START OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL ~ PRESSURE OF .350 PSI IN ACCORDANCE WITH ANSI A 21.50 WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH WATER SUPPLY SUPPLY SANITARY SEWER UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. z H ~ 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED (AWWA C 150) AND ANSI A 21.51 (AWWA C 151 AND PIPE SHALL RECEIVE VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS. IN ACCORDANCE WITH THE APPROVED PLAN. ) STORM SEWER z ~M SEWER NATURAL AND LP GAS LINES 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. a ~ M EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND. BITUMINOUS WHEN RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION: ELECTRICAL POWER CAL POWER RECLAIMED WATER SUPPLY SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF F: OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM SEALED IN ACCORDANCE WITH ANSI A 21.4 (AWWA C 104-71). THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER AND A 10 FT. IRRIGATION LINES ON LINES T.V. CABLES POWER LINES AND OTHER UTILITIES. J W 0 HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE FIBER OPTIC CABLES THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE. CONVEYANCE 4. ALL FITTINGS. LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE RECLAIMED WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE WATER MAIN )P1IC CABLES TELEPHONE CABLES 7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR a ~ ~ SYSTEM AND RETENTION POND FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE WITH AWWA C-110 WITH A PRESSURE RATI G 0 MINIMUM SEPARATION IS REQUIRED BETWEEN THE RECLAIMED W 5. NO FlRE ALARM SYSTEM CAI N F 350 PSI. JOINTS SHALL BE. ATER MAIN AND SANITARY TO BASE AND SURFACE CONSTRUC110N. ARM SYSTEM CABLES SECURITY WIRING ®v? O CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE SEWERS, OTHER THAN THAT NECESSARY TO ENSURE STRUCTURAL INTEGRITY AND PROTECTION CONTROL WIRING YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. OF THE LINES THEMSELVES. L WIRING SITE UNDERGROUND MECHANICAL ~ POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN SYSTEMS INCLUDING INS i INCLUDING INSULATION 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT z Z AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE ~ Q W THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND 5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN NOTE. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS IT WILL BE THE CONTRA CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUC110N, AND BE THE CONTRACTOR'S RESPONSIBILVTY TO DETERMINE THE SPECIFIC LOCATION SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. W Q PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPON518LE TO MAKE ACCORDANCE WITH ASTM D-2241. AS STIPULATED ABOVE, DEP MAY ALLOW DEVIA110N ON A CASE-BY-CASE BASIS IF SUPPORTED OF THE UNDERGROUND UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS ~ e SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED STORMWATER THAT COULD DETERIORATE THE FUNCTIO G C 6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM 02241-89. PRIOR TO CONSTRUCTION. OTHER MEANS ARE APPI NIN APABILITIES OF THE SYSTEM, LE. 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNERS ENGINEER; SHOP W MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE' DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. GASOLINE, OIL, GREASE, CHEMICALS, ETC. 7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED GRADING AND DRAINAGE NOTES WORK. THE CONTRACTC PER SPECIFCATIONS ANY FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND v V Q THE CONTRACTOR SHALL REPLACE CIR REPAIR, ~ REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE SLEEVE 1YPE JOINTS. AND ALL DAMAGED UNDf _ DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT N0 ADDITIONAL REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE EB #5936 v ~ v THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND " 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (LE. MUCK, PEAT, .BURIED DEBRIS), IS COST TO THE OWNER. FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN 8. ALL GATE b'A! VES 2 OR LARGER SHALL BE RESILIENT SEAT OR RESIDENT WEDGE )THE OWNER. OWNER'S ENGINEER. TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL MEETING THE REQUIREMENTS OF AWWA C509. OWNER'S ENGINEER OR OWNER'S SOIL TESTING COMPANY. DE E 0 LEf RI US MATERIAL 10. AT LEl:ST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE DISPOSED OF IN A PERMITTED FACILITY. 15 TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE 0 9. ALL FlRE HYDRANTS SHALL MEET THE CITY OF CLEARWATER STANDARDS WNER. SHALL NOTIFY. THE ENGINEER. AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, EROSION AND SILTATION CONTROL NOTES AND SPECIFICATIONS. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. PROJECTED SCHEDULE, AND OTHER- INFORMATION AS REQUIRED. ANY WORK 10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TOR PROTECTING EXCAVATING AGAINST ' PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR FlLTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER 1t. PER ARTICLE 20, CITY OF CLEARWATER CONTRACT SPECIFlCATIONS AND STANDARDS COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S °1°' EXPENSE. NES CO111111.. 0502 MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF D:LP. WATE:Rr':iAINS TO BE INTERIOR POLYLINED IN ACCORDANCE WITH THE ~ TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO .EXISTING WATER BODIES, MUST BE ~ .PLACED. DEWATERING SHALL BE USED AS REQUIRED. 11. BAC;t~ILI.. MATERIAL .SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP INSTALLED, CONSTRUCTED OR IN THE CASE OF VEGETATIVE BUFFERS PROTECTED MANUFACTI,t~~.,R S RECOMMENDATIONS. TO A I:'tVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO Drawn By: B,J.V. FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76} BE IN~ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. UNLESS OTHERWISE NOTED ON PIANS. 1. TRENCH EXCAVATION BE PAVED, BACKFILL SHALL BE COMPACTED TO 100 MAXIMUM DENSITY A5 ~H EXCAVATION DETEP,IaINED BY AASHTO T-99. SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE -INCLUDE OSHA STAI ANY OTHER DISTURBANCE OF THE SITE BEGINS. 13. THE IRRIGr1TI0N SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE 4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150 NOW A PART OF U LUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS ~heCk@d By: H.~. 2. PROTECTION Of EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL PIPE: TO INr.!)RE DIFFERENTIATION FROM POTABLE WATER PIPING. STANDARDS, UNLESS OTHERWISE NOTED. -THE CONTRACTOR S W A PART OF LAWS OF FLORIDA CHAPTER 90-96. 12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 i CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE P.S,I. IN 28 DAYS, UNLESS OTHERWISE NOTED. STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY WITH THIS LAW. 'H THIS LAW. s.~.e SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE - A SEPARAT 0 TRAFFIC RATED FOR HS-20 LOADINGS. E C ST MAINTAINED AND MODIFIED A5 REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH WATER SYS'T'EM TESTING AND INSPECTION REQUIREMENTS - A TRENCH sAFErY iEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. 13 TOLAP~OND TIONDEQUALI TO OR BEffERF THAN EXISTINGE OND T ONSL UNLESS STORED Issue Date. 01/04105 MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 6. THE CONTRACTOR IS TO SOD THE R APPROVED BY THE FRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO PROVED BY THE ENGINEER. OTHER;CONSTRUCTION AND NO EXTRA COMPENSATION 15 TO BE ALLOWED. p 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE ETEN110N/DETENTION -POND AS INDICATED ON ~ PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF TfIE POND. 2. ALL RETENTION AREA, OF SILT THROUGH THE OUTFACE STRUCTURE DURING CONSTRUCTION OF ANY RETENTION 1. ACC-COMP., °:~1TS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, MUST BE IN PLACE A DETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, .ETC. ReVISIOIIS. AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETEN110N AREA BEFORE INSTALLING CONNECTION:, A.ND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE IT IS THE RESPONSIBI BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. 14. ALL nISTURBED AREAS WHICH ARE ,NOT TO BE SODDED, ARE TO BE SEEDED AND No. Date Descri tion THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE - `MUI_CNED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF 0 ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST TESTED AND. ~,!.r,EPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGUTATORY AGENCY. DRAINAGE THROUGHOU BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPEC110N AND AT ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY PROPERTIES. ANY FL 'AGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT GRASS, .ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE Q THE END OF THE WARRANTY PERIOD. Oti+1NER'^a ENGIN€ER A 8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVEF'T ND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF ELEVATIONS OF THE STORM PIPES S . THE SOLE RESPONSIBI ERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE BEAN. OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, TOLE RESPONSIBILITY OF THE CONTRACTOR ANC'^THER EROSION WORK REQUIRED, WILL 8E PERFORMED BY THE CONTRACTOR, 4. SWALES, DITCHES AND CHANNELS: ALL SWALES DITCHES AND CHANNELS LEADING PERFORMING TESTS.'- O ( ) ' STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S). 3. THE USE OF ELECTRC -~~T ;l-ii~ EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL REGULATORY AGENCY AND ENGINEER OF RECORD. FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. PURPOSES ONLY AND INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO 2. NEW WATER. MAINS MUST UTILIZE SIGNED 'OBEs ONLY AND NOT TO BE USED FOR CONSTRUC110N. CONTRACTOR. ISSUANCE OF A CERTIFICATE OF OCCUPANCY. AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL ' UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. 15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL 5. PROTECTION AND STABILIZATION OF SOIL. STOCKPILES: FILL MATERIAL STOCKPILES BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM M STANDARDS AND SPEC PAVING, GRADING A DRAINAGE TESTING AND INSPECTION REGUIRE~ENTS COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO 'THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, a SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH IFICATIONS. CONTRACTOR TO PERFORM CHLORINATION. PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF Q STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE RE DIRE 1. THE STORM DRAINAGE PIPING AND FlLTRATION SY5TEM SHALL BE SUBJECT TO A TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGIP!EERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. ~ EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESEN 0 Q MENTS AND RESULTS FORWARDED TO THE .ENGINEER. UNDER NO CIRCUMSTANCES V SUAL INS EC 0 E 0 ER'S SO GI EE r T. INN CASE SHALL SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFlCATION BY THE I P TI N BY TH WN ICS EN N R PRIOR TO THE PLACEMENT OF o UNSTABILIZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS. ENGINEER BACKFlLL. ' c0 6. MAINTENANCE: ALL EROSION AND 5ILTATION CONTROL DEVICES SHALL BE CHECKED HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL 16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. U - REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT HAS BEEN ISSUED. ACCEPTANCE OF THE PROJECT. AND/OR REPAIRED AS REQUIRED. ` U 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING 17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR Q / / .o ~ _ FlLTER MEDIUM SPECIFICATIONS SANITARY SEWER NOTES WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE CONSTRUCTION SITE SAFETY. o TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO 18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND - THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D.O.T. ROAD AND BRIDGE 1. ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF THE OWNER'S ENGINEER STATING 1HAT ALL REQUIREMENTS HAVE BEEN MET. ~ SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS COVER. FERTlL!ZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL. THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. ~ THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FlLTER CLOTH IS ~ USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE 2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF PAVING NOTES . FlLTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSi1TUTE; AND HAVE POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE 19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO o AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER; A UNIFORMITY CONSTRUCTION DRAWINGS. 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END COEFFICIENT OF 1.5 OR GREATER. PROPOSED JOINTING PATTERN TO THE. OWNERS ENGINEER FOR APPROVAL g RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS " SECTIONS ARE TO THE END OF PIPE. ~ • SAND IS LESS THAN 0.125 CM/SEC. A REPLACEMENT OF THE FlLTER SYSTEM WILL AND SPECIFICATIONS. 2. THE CONTRACTOR IS TO PROVIDE A 1/2 BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 20, EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED BE REQUIRED AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL HAVE THE 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING ~ SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE OR EXISTING PAVEMENT TO BE ELIMINATED. , N RECOMMENDED THAT THE CONTRACTOR HAVE THE FlLTER SAND TESTED AND APPROVED. ELEVATION OF EXISTING CO ~ TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING rn NNECTION POINT AND NOTIFY OWNERS ENGINEER OF 2t. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER ~ ~ ` ~ ~ ANY CONFLICTS OR DISCREPANCIES. TO BE 4" WIDE PAINTED WHITE STRIPES. 2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE PVC CONFORMING TO 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM ~ ~ ` SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, ASTM D 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAM ER ERFORATIONS 5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFCATIONS DESIGNATION BETWEEN THE PAVEMENT ELEVATION AND HE TOP 0 IF REQUIRED, { ~ ~ ~ I' ~ PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE. D 3034-77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT T F THE PIPE OR BELL IS LESS ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION 02321. THAN TWELVE (12) INCHES. 22. ALL BACKFlLL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES} ~ ' 0 3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASU N RES AS REQUIRED DURING ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND -THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, F I ~ ~h°II ~ 1(, ~li i \ 6. ALL PVC FORCE MAINS SHALL BE CLASS 2000, SDR 21, COLOR GREEN, WITH A TRAFFIC DESIGN STANDARDS." 4. THE CONTRACTOR SHALL NOT BACKFlLL THE DRAIN PIPE UNTIL THE ENGINEER HAS GREEN MAGNETIC TAPE " SHALL BE COMPACTED IN ACCORDANCE WITH F.D.D.T. STANDARD SPECIFICATIONS, DIT`,r~7f~~',,r,,, ~ , ' ~ VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA. A MINIMUM OF 2 WIDE, PLACED 1 FOOT BELOW THE 6. PAVEMENT IN THE P OPE - " SECTION 125-8.3, LATEST EDITION. pA ~ PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ R RTY SHALL CONSIST OF 1 1/2 ASPHALT, 5. SWFWMD REQUIRES AS-BUILT CERTIFlCAI`ION BY THE ENGINEER FOR THIS FlLTER SYSTEM. "FORCEMAIN". TYPE S-3, ON 6". LIMEROCK BASE COMPACTED TO 98% OF 23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILITY MAXIMUM DENSITY, ON 12" SUB-BASE COMPACTED TO 98% OF MAXIMUM 3 SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL. 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., 5.1926.650, SUBPART P, (AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL DENSITY PER AASHTO T-180. INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ® N ~ RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI ~ A 21.6, A 21.8, OR A 21.51. 7. PAVEMENT IN R.O.W. SHALL CONSIST OF 2" ASPHALT, TYPE S-1 ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY IDLES), ~ ~N ° CLEARING AND GRUBBING NOTES „ 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WTTH ~ M ~ 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT ON 8 LIMEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY, REQUIRE D.I.P. ARE TO BE POLYLINED OR EPOXY LINED. ON 10-1/2 SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES ~ I 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION 98% OF MAXIMUM DENSITY PER AASHTO T-180. ~ .PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY S 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFlC RATED FOR HS-20 LOADING. i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE V L TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ~ M ELEVATIONS OF THE SAID UTILITIES: ANY UTILITY WORK PERFORMED WITHIN 5' OF THE ~ , e M ~ CONTRACTORS RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO ~ THE S 5 o E HOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE :BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK ~ owNER. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ~s/ 2. THE CONTRACTOR IS TO PREPARE THE 51TE PRIOR TO BEGINNING ACTUAL ORDINANCES AND REQUIREMENTS. LIB ~ w ~ CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES 0 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY ~ F THE THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ~ SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING ~ ~ ~ ADVANCE TO SCHEDULE INSPECTION. 25. ALL 6VORK SHALL BE PERFORMED AND FlNISHED IN A WORKMANLIKE MANNER TO ~ ~ W m COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN ~ I C061PLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH ~ ~ Q THE BEST RECOGNIZED TRADE PRACTICES. ~ N ~ THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 2. THE CONTRACTOR SHALL PERFORM AN EXFILTRAl10N TE 0 ~ INSTALLED ST N ALL GRAVITY SEWERS o IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION. ~ 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE. 26. DEVIAIIIONS TO THESE PLANS AND SPECIFCATIONS WITHOUT CONSENT OF THE ENGINEER ~ L.. ~ MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE ~ W ~ NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. WRITTEN APPROVAL FROM THE ENGINEER. w ~ F ~ PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING C00 ' CONSTRUCTION. RDNATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR S I RESPONSIBILITY. 27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND ~ ~ W Q PERMITTING. DEVIATIONS SHALL RECEIVE. WRITTEN APPROVAL FROM THE ENGINEER. si , , e N 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN o STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS v 1.iN O o' PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. ARE TO BE CARRIED OUT BY THE ENGINEER OF RECORD AND SUBMITTED 0 T THE ~ V yw - REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTORS RESPONSIBILITY. U oRiGi~L ~ -0 WATER/SEWER CLEARANCE REQUIREMENTS n VERTICAL CLEARANCE AT CROSSINGS Q THIS DRAWING IS AN INSTRUMWA..r, CE,AND SHALL REMAIN THE PROPERTY OF THE ENGINEER, AND SHALL NOT+BE, RI*POD E}~ PUBLISHED OR USED IN ANY WAY WITHOUT o GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE THE CONSENT OF THE ENGIN~SR. ' ©COPYRIGHT 2005 NOT PUBLISHED Kq 1 A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND Q THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS WILL BE EQUAL DISTANT FROM THE POINT OF CROSSING WITH NO o LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION (;I m2 o CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE / UTILIZED: PM A.,G0E4. M.d' P E1#47431 N dOPIES.OFpTIi PLANS AR6 NOY VALID UNLESS EMBb ED"WITH THE SIdG 114GtiENOINEER'S SEAL IE c 1 • Z ~ 0 00 ~ w ~ '~d' Z _ 0 ,a~ ~ i Z x~ ~ F" ~ ~ e NZ ~ . DEMOLITION NOTES Q • Q I LEGEFID DEMOLITION OF THE SITE INCLUDES Z N THE REMOVAL/RELOCATION OF W REMOVE: ALL EXISTING STRUCTURES WITHIN ` • .t PROJECT AREA, PAVING AND ~ Z " ' BASE, UTILITY LINES (SANITARY CONCRETE SEWER, STORM. PIPES, WATER ~ • LLLLLLL LINES, POWER POLES, OVERHEAD ; AND UNDERGROUND POWER AND ~ Z BUILDING TELEPHONE CABLES, GAS LINES, I TREES, SHRUBS, ETC.) AND IS ~ NOT LIMITED TO WHAT'S SHOWN. ® Q • SANITARY MAl SANITARY MANHOLE ~ V 0? RIM EL.=4.5~ RIM EL.=4.57 z w ~ SANITARY MANHOLE ~ _ INV.EL.=1.37 1NV.EL.=1.37 S ~ ~ ~ RIM EL. = 4.91 INV.EL•=1.56 INV.EL.=1.56 W ~ ~ I 10 REMOVE CONCRETE CURBS, STEPS, PADS AND CONCRETE WALKS i v~? rMn INV.EL.=1.49 E TO THE NEAREST EXPANSION JOINT. EX, FIRE fNV.EL.-2.16 E INV.EL.=1.49 _ _ _ _ _ HYDRANT _ _ _ _ _ _ INV. EL. =1.51 r l rr~rrmm ersmrwrrrmmrmrmorrmr rmmmsmr'mmrr rmrrrrrrrrmmrmrrrrrm~ r r ~ ~ 1NV.EL.=1.51 N 1 Q N Q . . rrrmmrrrmrrrmmrslr,mrrrrmmmrmmrrrmmrrrrrrrrmrrrrrrrmmmrmrrrrmrrrrrrmrrrrrrmrrrmmrrmrrms¦ - - _ _ ~ 2? REMOVE EXISTING WALL a ~ p a°®°®°°°°eti°°re~a BARRIERS a• y? ~ h b b lYlL R ET T REE T 3~ REMOVE EXISTING STRUCTURES AND FOOTINGS. ~ vF? 0 ~ 40' RIGHT-OF-WAY Ex, cAr. ? (rYP.) ~ ~ Z ~ b~ ~ pa a 1 C7 b 1• 1, 1~ : 1 a h ' ®REMOVE EXISTING TREES. ~ ~ Z h• h2 ti p, a, is~rrirr.®a .rs~m~.rvo ®.s m:~riaq~:®~.m.®'rays.®:w~os:®~®:m;m.®:m.~®.®~o r¦ ma-ra~ra~:c~. :ma:rs:ro~ .¦rt:m mr~®~:m as ~ h' 7 VV ~ 8"CLAY 8"CLAY J ~ W ` I o O RM o a• 0 a o. caNC. DO ab o ~ 1 Q Q b~ h~ 5 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF Q WALL SIG do hw v h~ c 4 ti~R o a~ v 1 ® TREES, SHRUBS, PIPES, INLEfS, GREASE TRAPS, SIGN, ~ W 3 EQ 1 AND POLE BASE SHALL BE FILLED WITH APPROVED ~ V Q I b• h ti aO 1 3~ a`~ tit b~G WM WM WM b, b~ b• a g ti h, ti~~"~G a~oz~° 1 ~ SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 4 0 4. • 4 / ¦ ¦ wM 1 wM ~ 0 589 28.05 E M 199 32 M 1 . , ' 0 RAM EL.=4.75 95% OF MAX DENSITY. ~ ui . ~ ~ _ _ ¦rr srrrrrrmrrrrrrRll~. sr smrmr r~(j{JM rm w¦u¦uwer,,we,ovrm~somuc ~nrrrrmrrrrm9 ~~1~ X. 4" C/~d ~ INV.EL.= 2.51 N EB #5936 ~ ~ . ° ~ `~..~d °!1'l~~._ 2.54 S WM ASPHALT h• SLAB ~~a a 1 ti 3 WQQD oo • 1 1 10, - 2.so w 6 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND ~ 3 1 a ~ CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE a; PAVEMENT STEPS 1• L • • - < 11 11' 12" MP a~ DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND b~ ~ I L a ' . _ ' . "C~L~'~ i'_'L~L ~ 1 4 WOAD : • • d 10' PINELLAS COUNTY. NL ~ 7 CONTRACTOR SHALL COORDINATE WITH PINELLAS COUNTY _ I ~ h DECK .LLL • , ~ • .~I~ LLLLLLLL 10' I h' b o ~ ~ _LLLLL ~ - I LLLLL. LL 4 1 b, h ~ L .LLL ~ p r.-•II LL L LLLL ~ N 1 I I io~ 1 ~ GRATE L.=4.34 HEALTH DEPARTMENT -ENGINEERING DIVISION BEFORE ~a ~ --.I LL.: @ RPD T II dl-I c RY' ,~~SL'L 4 h• LL LL L . . • . ° 1 L L . _LLL 4 ~ ' INV. ELI= 2.so C N~AINI NG TMATER A~V (ACM), ~F ANYE INR~HE RBUILDSNGSTOS NES Comm.: 0502 ~ q^ e ~ B ~R M w ° LLLLLLLL • / I-L D E ~N , ALL ' I a 1 T.~Y.Ic'lH~l _ 12 L• . L-,~= - LL_ Drawn B : B.J.V. 4 ~ ~ y `...L D E SLM ~ ~L a • - L _ L L ' LLLL lo' to ~ ~ SCREEN ~ Checked By: H.G. L~t_ 1_ L • • • 8 I _LLLLLLL L i SCREEN W , . • • ~I 15' 1 ' e' e ~ LI _ LLLLLL.. 1~ LLLLL L ti 1 ~ ..LI_ LLLLLLq n 1~b d • ' , ALL L.L3_ _L LL o ~ ~ .Ll'_L tr•..• •.I dLL_LL LLLL 1 , e B ~i ~ ,~i I a' .LOLL . " LL L ~ _ 1 1 a . ~ • . '6 a ' II Issue Date: 01104!05 b~ o .L' LI_ LL LL 4 0.7x2' coNC. ~ .l1LL a•. . 'I rL LLL aic , 4 a' o ~ o BLOCK WALL 1 1 ~ 13 LLL 13• ~ ~ ~ Revisions: ~ .LLL e 23 v, ~ lo' ~ ' No. Date Descri tion / 4• o 4 1 I 1 'STEPS.. ; • , d~ . b 2 14 4 13' 14' z ? S ~ 0 ~ _LLLLLLLLLLI - a 4 I e a :d• 12 LLLLLLLLLI I: .I 14 4 " ` h - vr^ ~ ~_~,~,.nr~ ~ z h' h' b 1 STORY FRAME L 1 3 Q b~ ~ ~ bo _ 3 Lt2~Is~1a~YlcLBLsLL.:' 11' h ~ a• LF.F.EL,-8,45 c• 13' • _i ~ a LL~t;~.fw~L~Z,L4QLL ~ Q ~ .LLLI LLLLL 1• 4 I~ • o ~ ~ ~ I k. ~ ~ ~ LLLL LLLLL I:.. I 11" 15' I z~e~ I ~ ~,~I ~ Jl,~~=~ 0 8 ~1~~~ I ~ ~ CQNC, WAL ~ : ~ r 1 D F 4' , i I /f- --/f- -ff- E E 2 ~ti~2~ ~ Q I I 's> , 1. s EPS N89' 9 5 W 200: 4' M 3- ~ ~ I 2 j METAL 1 ST R -6 2 6 2 6 z_6• ME AL U b/ ( b o SHED C, B, S. I METAL ASPHALT SHED ~ PI.J•~ISFs~a4~ C)I"b`1°i,.C~Py~dF:'v~ StlC~', 0 ~ b? b~ 6' WQQD CARPORT u SHED PAVEMENT Q ...~~,~..o..,~, ~ Z ~ FENCE (TYPICAL) (2> STQRY WQQD FRAME (2) STORY C, B, S, 1 STORY C, H, S, Q ~ ~ ~ ~ / a 0. ~ 1 ' a1GI~l~L ~ h' ~ 6 ~ • 12" . c I 12° ~ ~ . ,Q ~ o ~ / rn - b• I I ~ eb t 2., ~ qq 1 U °i' ~ 2 ~ h• a 0_ • 1• o i ~~I U ~ ~ ~ p b. ' SYM80L LEGEND 6' N ti N ~ ~ 10". pENOTES PALM TREE -SIZE INDICATED ~ ~ - I ~ ~ 10" DENOTES UNKNOWN TREE -SIZE INDICATED ASPHALT ~ ~ 0 10" DENOTES A PINE TREE - 51ZE INDICATED PAVEMENT o - ~ I (1) STORY A TREE LABELED "TWIN" IS 2 TRUNKS MEASURED 0 N FRAME q ~ 4' ABOVE THE GROUND FROM 1 MAIN TRUNK, Sg9 _ 12° "TRIPLE" IS 3 TRUNKS MEASURED 4' ABOVE THE a• mq GROUND FROM 1 MAIN TRUNK a ~ =DENOTES CEDAR TREE -SIZE INDICATED I I ~ 0 =DENOTES TREE UNKNOWN -SIZE INDICATED ~ I gh 1 ~ I S9 s h2 1 1' ~ I I Q =DENOTES SPRUCE TREE -SIZE INDICATED d L 9 1 q ti 1 ~ WM - - -WPP . __J m g ®......_..._p~..._..._...p}}W.._ 9HW h P ..._..pyW...-... ..a HW-..._...-QHw-... ...._...._gHw~..._ ~I WPP FIRE tiha a 2 I ~ ~ N o HYDRANT h~? hyh b. a~ 2 CONC, GUTTER b1q~ ~ SANITARY MANHOLE b b• I ~ Us ~ RIM EL.=5.63 " 8 CLAY n T 1~1 T E T ~ ~ ~ INV.EL.=2.12 E bg 0 ra ,..~.m ..~m.:- - s spa.: b O h• h, b• s:s~ra:s:0~ra.ar:s.s.®;mw:~m.• 's'.s'm'ra. s:m:®.s ®:s:or.ra.®.. °~:d:®.sim ss~ ®:~;®.i 40' RIGHT-OF-WAY b ~ ~ 8"CLAY 8"CLAY M o h11~ 'yob 2b 26' ASPHALT PAVEMENT oti ~ h b ~ 2' CGNC• GUTTER i 0 i ~0 ~ ~ w D I - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ ~ ~ ~ i~.l ~ oG m o NORTH o c~ y° ® n 0 U SANITARY MANHOLE ~ ~ W W o I RIM EL.=4.72 SCALE:1"=20' -1 Z ~ a ~ INV EL. =1.14 S W i INV.EL.=1.25 W N ~ lNV.EL.=1.36 E ~ ~ O~C O 1NV.EL.=0.92 N ~ ~ y W O. 20 0 1D 20 40 ® ® ~ V N U i t d tV$Q3f u THIS DRAWING IS AN INSTRUMENT;OP $SERB~-$AW"Id ALL,REMAIN THE PROPERTY OF THE ENGINEER, AND SHALL NOT BE, REP~'QpUL',' OZI O iSHE9D OR USED IN ANY WAY WITHOUT Q U THE CONSENT OF THE ENGLKfEj~ QCO IGHT 2005 NOT PUBLISHED 0 Q o 0 RAM A GOEL,~PJit0.W E 4_ .1, COPIEaa di" THESE MANS ARE,:Q0T,VALJIJ UNLESS N EMBOaSE? ?UTH' E SIG tJG ENGiNEER'S SEAL q N d i~_ rr its, Z ~o ~ 0 00 ~ ~ a 0 ~o • ~ ~z Z x~ ~ ~v ~N e Na I Q J • a Z N `i ' W Pw t ~ i i • I I • "V ~ W i I ° M V ~ z M ---I---- - M .rtwu9 • I BARRIERS ~ H~ M ER E T T E T ®v? 0 ~ 40' RIGNI"-OF-WAY i Z oLL z Z' J W 0, 7 CQNC, 10x10 TRASH 20x20 STAGING ARFA N~ 11?lANGLE NEW 5' I WALL SIG J CONC. WALK W3 d ..........................................................................>49.3,~. ~1......................................................... - - - - - - - - - - - - INV.EL.= 2,51 N 0 J R1M EL_=4.~5 EB #5936 V w INV.EL. 2.54 S ~0 V ASPHALT SLAB WQQD INV.EL.= 2.60 W PAVEMENT STEPS / 'o ~ • ~ . N.C. SIGN WQ~D I ~ I I ~ DECKS ....................r I •tOB . .LbBBY. kOBBY~. . : ~ a~Bg~, GRATE L.=4.34 NES Conlnl.: OJOL lNV. EL1= 2.60 ~o Drawn By: B.J.V. ~ ~ 2.......... . ~ Checked By: H.G. RW ~I:::::::::It:• ::::::::::::.~.:.~:Ill'~:.----~~:11•::.:~::.:IL:~::::::•:::._:.::~.If:::::.::::.:.::..::.::.~:.::.:.~::::::.:._ : ~ ~ 1 ~t.~:::::: ~I:::.:•:::::::::: ~k•:::.: • I•:::::::•:::::::.: 13 ............UNDER OUN ::::::::::::::::::::::::::::::::::::::::.~:::II•::::::::.II::.:~::.~::::::: ...........................................................................a.....lf...................ll........~1....................11............ I................ . 0.7x2' coNC. o 2 . TRASH ::::::.~::.~:::::::.~:::::.-:::•::::~:II:•, ~::::•:~I:: I•:~::•::•::•:::::::•::::::::•:::•::•::~:•:::::•::::::::::::::•::•:::::•::.:... ::ii ~ o ~ Issue Date, 01104105 eLOCr~ wA~L ..........................................................................I........._ ...:::::::.1::::::::11-::!:: -.........11............. ~O:Jyak•:::•:II:•:::::•::•:::-:::•:: ::::..~AIRROR•::::.::::I~::•::•:~:•:~~.~::::::•::::•::-: ~::6f/RRd.R`.•:::::::::::•:.~:.::::::::MIRROR:: :~~?f~:~::::::~:~ ~ Revisions: .ll ...................~r::::::.~11:.~:::-:::.:::::... ~I..... No.. Date Descri tion 7.25 _ I ~ - - I 1 Z I _ ~ :•::•::5.~ . I .(fir ...m . U ~ R ME ~ 1 STORY F A I I . a . LF.F.EL.=8.45 . in 10. Q ' 10.3' o ~ Q ~ ~ o j i ~ ~ 179.16' ~ d ~ I CQNC, WAL WPP ~0 /f- -/f- -{f ~ - _ ) 6 WOAD FENCE ~ , v I - 1. 6 WQOD FENCE U S EPT S " " ~ • . m m 9 9.5 W 20.0 a - ' WUOD FENCE ~o `Q1~~ I Q ~ ! ~ ~ l ~ ~ p ~ 1) STDR ~ -6' 2-6'2-6'2_6• ME AL C, B, S, p METAL ASPHALT SHED ~ 6' WQQD CARPORT u SHED PAVEMENT Q ~ ~ ~ li ~ ~s ~ FENCE (TYPICAL) (2) STQRY WOOD FRAME (2) STORY C, B, S, Y ~ I ~ ~ ~ ~ `;,.~1' ~ + 111 ~ STORY C, B, S, Q ~ Q I .N 6' ~ 12" ~p ' ~ I ( 12" ~ Q a ~ JUi~d 08 ~L~~~ ~ / / .N' a~ I ~ I 12" ~ I~ a; Q U ~t . p d. ~ SYMBOL LEGEND 6' M ~ 10" DENOTES PALM TREE -SIZE INDICATED o ~ ~ ~ 10" DENOTES UNKNOWN TREE -SIZE INDICATED I ASPHALT ~ I 0 10" DENOTES A PINE TREE - 51ZE INDICATED ~ ~ PAVEMENT C 1> STURY 0 A TREE LABELED "TWIN" IS 2 TRUNKS MEASURED o FRAME N 4' ABOVE THE GROUND FROM 1 MAIN TRUNK, ~ ~ 12" "TRIPLE° IS 3 TRUNKS MEASURED 4' ABOVE THE GROUND FROM 1 MAIN TRUNK =DENOTES CEDAR TREE -SIZE INDICATED ~ I 0 =DENOTES TREE UNKNOWN -SIZE INDICATED +T ~ 3 I ~ =DENOTES SPRUCE TREE - 51ZE INDICATED N 12„ > - p - - - - - - - - - - - - - _ - - - ~ ..._..._.p~..._..._....~y}..- ..1 WPP I WPP 2' CUNC. GUTTER 0 I N d' M .D E N 0 ~ 40' RIGHT-OF-WAY r. ~ 26 ASPHALT PAVEMENT ~ M ~ 2' CONC. GUTTER 0 Q i ~ ~ W o: _ _ _ _ N®RT L m N ~ ~ U V ~ W W C1 I v SCALE:1"=20' Z Z ~ a N I ~ ~ ~ o O ~ N W O 20 0 10 20 40 ~ ~ ~ v N U I 0 n fk Z] THIS DRAWING IS AN LNwP, (jmaNT ®F~ S SHALL REMAIN THE PROPERTY OF THE ENGINEER, AND SHU NOT BD'R ODO raHED OR USED IN ANY WAY WITHOUT Q U THE CONSENT OF TILE ENt;iN If R..- . 0COPYRIGHT 2005 NOT PUBLISHED , 0 d- 0 No, 17431v. M, JUR 6 s Zao9 Q L O s 1 _fl. ~7; O N " 6 r , RAN~A, ,GO~L, h.D.~ Ea' 7#47431 FIR (F ,THES elRNS' ARE NOT VALID UNLESS EM I3gS ED , 51f~Jli[O' ENGINEER'S SEAL N aaar`t,fipl, ,9 ~ EX. 6" WATER ®¦em®®®® ¦®¦¦®¦¦m¦®. 0 80 ~ ao v - 1 ~V 1 1~EW 6" D.1.P. 0 36 MIN. COVER ~ ~ ~ Z ~ ~ 1 1 CHLORINE INJECTION ro' I 0 N p AOfNT I ~ w ~Z NEW STEM WALL g NEW 6'~2" TEE 1 1 1 NEW 4 PVC DR 14 F. NEW 2 G. 36" MlN. COVER N 2" M NEW BLDG. 7.3 EX. GROUND ~ ~ W V & BfP S P. - _ _ _ _ - - _ , ~ PROPOSED I. ~ Fn I - _ _ GR,4DE I ~ u? F~ m~~mum¦ " " 1 " 2 D1P W I NEW 6 DCVA 36 M1N. COV1=R ~W ~ - I~ag~~ ® NZ 1 1 " - 'i< 1 1,/~~-l;(EW 6 DIP F. 1 " ' 136 MIN. COVER • ~ a NEW 6 G.V. ® 1 I ~ NEW 6x6' TEE 1 1 SECTION A-A Z N W ~ 1 1 N.T.S. ~ i I g NEW BLDG I 0 p; SANITARY M SANITARY MANHOLE I R1M EL. =4. R1M EL.=4.57 ~ W INV.EL.=1.3 SANITARY MANHOLE INV.EL.=1.5~ INV.EL.=1.37 S ~ . INV.EL.=1.56 W I I R1M EL. = 4.91 NEVI' TAP INV. EL. =1.4. INV.EL.=1.49 E f0~ I ° M EX, F1RE 1NV.EL.=2.16 E & VALVE. 1NV,EL.=1.5 _ _ _ _ _ _ _ HYDRANT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1NV.EL.=1.51 N I ~I I V p r¦r~¦¦ ¦¦~¦r¦¦¦rnor¦ornr¦rr ~¦~ra~s¦rr~ ¦a¦rr¦¦¦orr¦m¦¦¦or¦¦rn¦¦¦-¦¦¦¦¦r~rrn~a¦r¦r¦¦m¦¦~rr¦¦ ® o Q' e r si¦ar¦ a¦¦ra~¦n~s¦r¦®¦r¦n ®eu¦wa®ms~¦r¦n¦¦~ao¦w¦rr®iaws iwnrnrnrnnranrrm ~I NEW BLDG. 5' FLAT - 4' 1' Z wooD ~ caNC~ ~ n I BARRIERS ay 2~ e~` eh h~ ER ET T ET °0I PROPOSED FLAT z ~ re 1 40' R1GHT-OF-WAY Ex. [AL n WATER 1NIl 4.0 1 (TYP.) ? b0 °a 1 a e I I - - 7.3 GRADE 7.3 7.3 'cf~~ ~ ~ t- n , b' 1• '1• ^ a h h 8"CLAY 8"CLAY I .I; m m„ m - _ _ J w 0 1 ti ~m m m m :m;m.m m•m m m~m•m:® m.m ®:m•m+: "nl ~m m m~ m.® ~m m m m•m m,m h' h a m~m:m~m m ® m.m 1 / ORM a a~ h~ 1 ® ~ T Q N I ao 0, 7` CONC• b° ~ e e NEW 6 PVC Q , WALL SIG ~ y' ti° yee~o 1 hh~~° .~cSAN• SEW. ~a~~o MANHOLE tiA~~° ~ 'HOLE 27 LF B" PYC ~ I EX. GROUND 8.~,.T Z p I ~~e e ~ , as ®1~ MIN. SLOP, .,3 a NV 2 7 h' WM WM WM 1. 1 2 7 h~3~~G ®0.33% ~ 02~~ ' T T ~ Z L,, ~ ~ S 9'18 05 E ~ 199.32 d! WM ¦s¦ r~~¦r¦~ r~~r¦r¦rr ¦¦r¦¦~¦rri ¦¦¦se uiummrurWw¦w~uYUw r¦®¦ss.~¦u¦¦v~rw 0 ~ RIM EL=4.75 T J ~ w EX 4" R W C/~ d ~ INV.EL.= 2.51 N W F' - - - - - - - - - - ~ ~ CONC, RWM ~ ~ . r r r : n n im : . r a~ ' . ~ 2ao w SECTION B-B ® u9i 3 WM ASPHALT h~ SLAB a~ f ¦ ¦ PAVEMENT WQQD °o ~ ~ * ~ ¦ ti 1 b~ s~ STEPS 1 1 j1 ~ 2 - ~ 12" MP a~ N.T.S. ~ V fr rQ I WOOD 1 11 F o ' JL a EB #5936 v ti DECK 7,$ STOP F h 3 0 1 7.3 .3 b ' h~ " I ~ GR4TE L.=4,34 (ROOF DRAINS TO BE DIRECTED I ~ iNV. ELj= 2.6o TOWARDS UNDERGROUND TREATMENT VAULT) I a ~ 30 1f VC ti ~ ®0 33~ h~ ~ I +'3 ~ I 1 7.3 .3 W II II II II II II A ~ ~ ~ TOOEX.EINLET 1Nt°S2 6 (T CORE) 3 ~I NES Comm.: 0502 a bti h / ro 1 II II it I ~ II 1 ~ UNDER DUN ~.3 II II 7.3 II II II 11NU. z.e ~ I ~ / TREA ENT Q d II II I II II II VAT II VT~I 1NU. 2.e .S fig' ~ ~ ~ ~~I Drawn By: B.J.V. • o , 0,7x2 CONC. II I 40 0 I II II II Z ~ ~ II II 6 ~ I Checked By: H.G. II y STEM WALL ~ BLOCK WALL II ~sS U ~Z II II 11T.3 II II II _ 7.3 I 1 I ' _ _ = t.3 b~ b0 = 7.3 e o o I ~ ro' Issue Date: 01104105 I ~ i - hbo ~ ~ ! , Revisions: qq ~ I I - ~ I f 4 5 FIAT EW BLDG. No. Dote Descri tion h~ h• e (1) STORY FRAME _ 2 ~ 0 ~ ~ e• L.F.F.EL.=8.45 .3 7.3 7.3 ~ ~ ~ FLAT PROPOSED a~ , 7.3 ~ I ~w h.~ 73 GRADE ..ti. qa 2~ G I CQNC, WAL WPP b• 6' WCIOD FENCE 1 ' 6' WOOD FENCI 6' WUDD~ENCE ~2 ~~~2~ ~ ~ O ~ q2 I - ~ -ref- -/f- -ff- s ~ ~ 3- - ® ~ rf-~ ~ 'e~ S EPS S I ~ N9 95 W20. ofd ~ I ~a ll STOR ~ -6 2 6 2 6 P_6 METAL 7 a> ~ EX. GROUND e ~ I~ ~Q o- e2 C, B. S: I METAL ASPHALT SHED y °o CARPORT v SHED PAVEMENT ~ b2 6' WOAD (2> STORY I ~Z r FENCE (TYPICAL) WQOD FRAME (z) STORY C: B: (z) STORY C, B, S, Q ~ ~ Q I O b c0 a . , 1 6 1 3 U h~ 12" h I A ' I 12 b' U I ~~~~G i SECTION C-C Q R I G I ~ I N.T.S. o I e ~ I O 12.. I 1 h' ~ 1, ~ ~I M~n+sf icy w?Mnro.yJ~w,w.n.NN'.wr.eu6 ~ ~ ~ ~ 0 I 141 ~ ~ ~ ~ I ~ ~ Jll~i 0 ~ ~~~5 a7 6, ~N • ~ I 0 I I .~,y~ Z ASPHALT I a PAVEMENT (1) STORY Q I I SYtv4BQ~l~~,~~'C~END~. ~a~ ~r s FRAME s .9 , I ~ 10° DENOTES PALM TREE - SIZE~INDICATED ~9 2" ~n ~ 1 ~ I p 10" DENOTES UNKNOWN TREE -SIZE INDICATED 0 I ~ 0 10" DENOTES A PINE TREE - 51ZE INDICATED r I h I A TREE LABELED "TWIN" IS 2 TRUNKS MEASURED O S 2 1 ~ I i I 4' ABOVE THE GROUND FROM 1 MAIN TRUNK, o I I •9 s e N ~ r y. I "TRIPLE" IS 3 TRUNKS MEASURED 4' ABOVE THE GROUND FROM 1 MAIN TRUNK e~ 12.. Al \ I ~ WM WPP - - _ _ _ ~ I ® =DENOTES CEDAR TREE -SIZE INDICATED 0 =DENOTES TREE UNKNOWN -SIZE INDICATED ° gf ~...-..._.pF+,d-...-...-...9HW..-- on . . Q =DENOTES SPRUCE TREE - 51ZE INDICATED pi h% h ~ WPPFIRE hy2a hahb 2ati 2` CGNC, GUTTER -o HYDRANT y, h, b'~, bb, ~e I : ~ SANITARY MANHOLE n T ~ UI RIM EL. =5, 63=5, 63 1~.1ti ET 0 8 CLAY ~ 1NV,EL,=2.12 E 0 ~m:.. m~~..~~m~m,m m s m m,m mim~m~m, m~m.m,a:m:m:o~:m d N h, y. N I 40' RIGHT-OF-WAY ~ ' ° ' • 8"CLAY 8"CLAY / ~ N ,~h h3 zb 26' ASPHALT PAVEMENT °ti ~ h~ y' e6 ° a~' 2' CDNC, GUTTER b' / ~ ~ i ~ ~ o I' I Z ~ a 0 o ' SANITARY MANHOLE ~ ~ W -a, ~ ° RIM EL.=4.72 ~ qC O ' 1. FIRE HYDRANT INSTALLATION TO MEET FIRE DEPARTMENT REQUIREMENTS. I 1NV.EL.=1.14 S NORTH ® ~e ~ 1NV.EL.=1.25 W ~ W i ALL APPLICABLE FEES TO BE PAID BY THE APPLICANT I 1NV.EL=1.36 E ~ ~ W ~ m I 2. ALL PROPOSED UTILITIES FROM RIGHT-OF-WAY TO THE PROPOSED BUILDING TO INV.EL.=0.92 N BE PLACED UNDERGROUND. CONDUITS FOR THE FUTURE UNDERGROUNDlNG 0 SCALE:1"=20' ~ ~ a • ~ OF EXISTING UTILITIES WITHIN THE ABUTTING RIGHT S -OF--WAY SHALL 8E U INSTALLED ALONG THE ENTIRE STREET FRONTAGES RIOR TO THE ISSUANCE ® ~ ~ o~G OF CERTIFICATE OF OCCUPANCY. THE APPUCANT'S REPRESENTATIVE SHALL CQ tJ~ COORDINATE THE SIZE AND NUMBER OF CONDUITS WITH ALL AFFECTED UTILITY N W ~ PROVIDERS ELECTRIC, PHONE, CABLE, ETC. , WITH THE EXACT LOCATION, 20 0 10 20 40 ~ ® J ~ V SIZE AND N MBER OF CONDUITS TO BE AP ROVED BY THE APPLICANT'S ENGINEER AND CITY S ENGINEERING DEPARTMENT PRIOR TO THE COMMENCEMENT OF WORK. ID 3. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY SHALL THIS DRAWING IS AN INSTRUMENT OF Cf%AND li?A MAIN THE PROPERTY OF THE d BE INSTALLED, COMPLETED AND BE IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. ENGINEER, AND SHALL. NOT BE REg ";Pd19 1 0^O elJSED IN ANY WAY WITHOUT THE CONSENT OF THE ENGINE r!(" , • °}£(RIG1S 2065, NOT PUBLISHED 'o b d gP ~ 4. PROPOSED DOMESTIC WATER METER TO BE FIELD LOCATED BY CITY 2005, y ~ W I• ~i y5 1 b~~ w 0.4l ~ i • 5. NEW SEWER LATERALS SHALL BE INSTALLED BY THE APPLICANT AT APPLICANTS EXPENSE. ~ I C40 Q ' r RAM; • EL, ~3Hllr-~l : #47.431, 0 6. ADAQUA7E WATER SUPPLY WILL BE PROVIDED FOR FIRE FIGHTING. COPIES OF, fHEk RLANS ARE NGT VALID UNLESS 0 N EMBOSSED{ IT 0 THE ENGINEER.5 SEAL N .mom.®I.o. PLACE CONC. ~ SLAB/WALK Z M 4" BELOW FLOOR ~ O O O ELEV. EXCEPT AT 1I 1 5 X 40' NEW BLDG. DDORS REMAIN FLUSH. ~ F° ~ V • 2-1 2'x2-1 2 z1 2' #5 ®2'-0" O.C. _ ) C EXPANSION JOINT Q d' Z / / / ANGLE 40'-0" #4 CONT. ONT. 2'1/2" CONC. : SLOPE AT 1/4" ~ ~ p, 4x3/8'0 PROP. MH COVER 8" PVC COLD JOINT )INT TOPPING 4000 PSI a PER FOOT O N Q 8" HOLLOW CORE PRE- FlN. FL. ANCHOR STUD NEENAH R-1740-B 3-1/2" BEARING OVER CONTROL SING SOD MAX. SLOPE ~ a vZ STRESSED CONC. SLAB STRUCTURE MH MH #4 HK."BAR - - ®3-4 O.C. IAR W/ H-20 LOADING ' " ~ S O.C. ; ~IIpIIF III- Z X ` q ~ q GRATE FRAME W/SND. STEEL. EL. 7.3 MIN. 38'-8" 2 -CLEAR 'hR NOTES: fRAME W/2 ANCHOR SNDS .,x..,- , p. 4 #3 ®12 O.C. PER 51DE -EQUAL CENTERS. ~ 4' ),C, 6"x6" / 10"X10" WWF 1. PROVIDE 5'x5'x4' LN V ' ' THICK CONC. SLAB ~ L F 8" CONC. ' • ; ~ I 1 2" CLEAR GALVANIZE AFTER FABRICATION . AR . r, ~ 1- ~ 0 ALL EMERGENCY EXRS. _ EL 5.9 ~ 8" CONC. I I I #3 ®10 O.C. ANCHOR ~ ro O.C. s N W NOTE: 2. CONFORM TO ABOVE STANDARD DETAL I I " SKIMMER " 1. WALLS, FOOTING & DEraIL FOR PLacwc ~ Z TOP EL 5.9 ~ SEE DETAIL FOR I I BOTTOM SLAB TO BE WALKS AT THE BLDGS. 3,000 PSI CONC. ~ Q • BOT EL 5.3 STRUCTURAL CAST IRON RETICUIJNE _ ' REINFORCEMENT 2. DO NOT BACKFILL 8° UNTIL 7 DAYS AFTER PLACEMENT OF CONCRETE z ^ ~ GRATE, TRAFFlC TYPE ~ P' ~ :4''p.... H-20 LOADING W 2 SIDED SLOT 5.6 ' TOPPING IS IN PLACE. SLAB AT ALL BUILDINGS ur "W CRATE SEAT 2" ANCHOR ~ " 3. STRUCTURAL DESIGN N.T.S. ` " w BOTTOM 8 PVC w ~ 8 CONC. WALL INV. 2.8 ' SEE FDDT INDIX 201 ELEV. 2.8 SHALL. BE PROVIDED Z a FOR EYE BOLT AND 400D PSI > ~ CHNN 28 DAYS PLAN VIEW BY PRECAST/SLAB SUPPLIER. ~ O FDDT "c 2 0" x s'-, s coNC. ' • RETENTION VAULT STRUCI ^ NOTE: N.T.S. RETENI' STRUCTURE DETAIL ~ 1. CUT PIPE FLUSH RETENTION VAULT r A, > w/INSDE FACE OF ~ N.T.S. WALL N.T.S. -EXIST. SURFACE vV W 2. MORTAR BOTTOM TO MATCH INVERT OF SAW-CUT EXIST. INLET DETAIL ouTFAU PIPE. RETENTION VAULT PLACE SOD 1/2" EDGE OF PAVEMENT 0 BELOW PAVEMENT & BASE • M N.T.S. N.T.S. P/L SEE PLAN AND BASEALT FlN. GRADE PRIOR NEW SURFACE V W TO SODDING Z h H PLACE S00 1/2' BELOW PAVEMENT ~ ~ N FlN. GRADE PRIOR ` i TO SODDING POSffIVE DRAINAGE 12 7. ~ . EXIST. BASE Z N M ~nn~wunawmwn viin~i NEW BASE ~ M NEW ASPHALT POSITNE DRAINAGE (4:1 MAX) IIII~II~II~II I® I= ~ 1111=1111=_II _1111=1111 Q F~ Q AND BASE MEET IX. COMPACTED GROUND NEW SUBBASE ~ ~ ~ - ~ 1 ~r ' COMPACTED GROUND PLACEMENT OF PAVEMENT TRANSITION DETAIL a ~ o 1-1/2" TYPE S-3 SOD AT PAVEMENT N.T.S. ~ c W 2" TYPE S-1 IN R.O.W.) PHALT ®1/4 P/L POST C POST OPTIONS: N.T.S. Q Z C f ~ T"+~r PER Fi. MIN. ASPHALT ®1 4" sEE PLAN 2"x4" f 2"x4" OR 2.5"DIAM. J Q W WOOD; 1.33LBS./FT. W Q ~,v~~+i~~. ~i9 EXCEPT AS NOTED / WOOD; PER Fi. MIN. PLACE SOD 1/2' ~-6' MAX.---I MIN. Sl EXCEPT AS NOTED eaow PAVEMENT MIN. STEEL _ FlN. GRADE PRIOR FILTER FlLTER FABRIC IN ~ W 3 CONFORMANCE WITH = V ~ _ =IIII_IIII_II ~ 6" LIMEROCK BASE _ NEw asPHALT ~ TO SODDING 1- CONFOF = 111_1111--IIII ~III1= - - - - 1= AND BasE 15" SEC. 91 IIII_..I F.D.O.T. CERTIFIED ~IIIL-IIII.IIII~IIII-IIII~III_ " POSDWE DRAINAGE (4:1 Max) ~ SEC. 985 F.D.O.T. NEW BLDG. ASPHALT PC-1 1 4 THICK to SPECS. COMPACTED TO 8" LIMEROCK BA E MuT 3' 18" 98% MAX. DENSITY F.D.O.T. CERTIFIED MIN.. ~ EXIST. PER AASHTO T-180 COMPACTED TO ' IIII dll I II~-If-~ Il II II II II I I I I I III-IIII GROUNI EX ST. OR EQUAL FILL GROUND AROUND EB #5936 ~ V ~0 I-1111 GROUND ~ FIN.GFL OR ELEVATON • SUBBASE 12" 98% AASHTO T-180 MAX. DENSITY cDMPacTm ceouND 12" a & SOD STABILIZED L' 40 L.B.R. 12" SUBBASE COMPACTED TO GROUND TRANSITION FIN. ~ ~ MAX. SLOPE 4:1 COMPACTED TO 98% AASHTO T-180 MAX.. DENSITY AT THE PROPERTY LINE 20' • MIN. SLOPE 2% 98% MAX. DENSITY PRINCIP PER AASHTO T-180 N,TS, OPTIONAL ~ POSITIO PRINCIPAL POST = - POSITION, CANTED ~~r POST ¢ 20' TOV POSITION ~ 20' TOWARD FLOW ..i.: NES Comm.: 0502 N w ~ FlLTER 0 SITE FlLTER FABRIC IN R.O.W. ~ DRIVEWAY SECTION slLr PARKING ~ DRIVEWAY SECTION FLOW .EXIST. EXlsr. Drawn By: B.J.V. N.T.S. N.T.S. IIII-1111- I IIII_illl-IIII-IIII_ GROUNI GROUND NOTE: SILT FENCE SHAT BE TRENCHED IN W'HER 1TT3 SILT FENCE sHA1L Nor Checked By: H.G. ADJACENT TO TREES DE TO REMAIN. wacEM To TRETS"o sIGNATED GROUND PREPARATION REMAI". AT ALL BUILDINGS THE Slli FENCE MUST I BE SECURED THROUGH 1E Slli FENCE MUST E SECURED THROUGH 1HE S LT BARRIER DETAIL PLACEMENT OF FlLL O1 THE LOWER UP OF LACEMENT OF FllL OVER GRADE ~ N.T.S. Issue Date: 01104105 1E LOWER LIP OF MEDIUM BROOM N.T.S.4 THE BARRICADE - FINISH CONC. WALK iE BARRICADE M ~ WATER MAIN 0 STORM DRAIN FINISH GRADE TO Revisions: 1" BELOW EDGE OF WALK No. Date Descri tion 18" MIN. VERTICAL CLEARANCE Q - - ~ - - - -SAN. SEW. SHDU~IDER VARIES SEE PLAN HDULD~ER ~ ) GROUT TOP OF HOLE soD SLOPE 1/4" PER FOOT soD ~ 6' LONG PRECAST GRADE 1111IIII ' ~ 4" III-III CONCRETE WHEEL IIIIJ111= IIII=1111 ~ STOP w/HOLE To ~ f 0' M ~ WAIER MNN OR 7-1/2 ACCEPT #6 y! FOR FINISH GRADE TO COMPACTED FILL OR A SNUG FIT 8 1" BELOW DE TO STORM DRAIN FOR A M{NSm 11D' EACH WAY~V.C. UNDISTURBED SOIL 3" FROM EACH END NEW BLDG. ROOF DRAIN EDGE OF WALK IALK * FROM ~L OF WATER MAIN WHEN GRADE THE VERTICAL CLEARANCE BETWEEN N v. 2-#5 ~ DRNEN f9 MEDIUM BROOM OOM WATER k SEWER MNNS IS 18' OR LESS THROUGH WHEEL I I FINISH CONC. WALK • NOTE: STOP TO COMPACTED ~ ;.I FlN. GROUND C. WALK 18" OR MORE VIItTICA1 CL I 1 0 WHEN SIDEWALK IS PROVIDE 1 4" • ~ SUBBASE EXPANSION JOINT JOINT WATER MNN M ~ TO BE REMOVED &/OR / = 5-1 2" ''.'I I 5' „ NEW SIDEWALK IS TO CONTROL JOINTS ~t,:;,L. s / .FIN. FL UTILITY (i.e. SANffARY 1-1/2 RADIUS ® 4 O.C., 5 O.C., PAVING SEWER, WATER SERVICE, DIUS P.V.C. OR V.C.P. HORIZONFAL CILEARANCE - ~ BE ADDED, IT 15 TO u BE REMOVED TO THE 8 O.C~ OR 12' O.C. `I _ FIRE LINE OR STORM VERTICAL CURB SAN. SEWER GRAVffY MNN ~L; URB CONCRETE ENCASEMENT OF sioRM sEWER + n. NEAREST EXPANSION & 1/2 BITUMINOUS 2 •'~•I I DRAIN) BY SffE CONTRACTOR ` JOINT. EXPANSION JOINTS BASE TO 5' FROM BLDG. _-='~-4"•'•.:-~: 6" PAVING SANITARY SEWER GRAVITY OR SAN. SEWER MAIN IS NOT PERMITTED. cRAVmr MAIN Q / / Q IIII-•--- - ®40 O.C. FOR 4 VERTICAL CLEARANCE HORIZONTAL CLEARANCE r • SIDEWALKS 50' O.C. IIII=IIII ' coMPacTFD Flu :r: BASE o FOR 5' OR GREATER. III ~ ~ ~ ~ ~-III=I =I I ~ I I~ I-I ~ OR UNDISruRBED - ' c° ~ I ~ ~ I- COMPACTED ~ soa - - U _ WATER MAIN & SANITARY - - SUBBASE : ; U11UlY WBHIN s' OF BLDG. I I ; COMPACTED CONCRETE WALK DETAIL . IIII SUBBASE i_ o EIY PLUMBING CONTRACTOR. + ; -IIII - v N.T.S. N TE. FlNAL CONNEC110N BY PLUMBING 3,000 PSI - ~:A: _ NOTE: o LOCATE WHEEL STOP CONTRACTOR UNLESS OTHERWISE CONCRETE -III „ _ IIII - " PROVIDE 1 4 SEWER CLEARANCES II~ p~ g ~y ~q ~4" N.T.S. ~ V l V O u G,~U~ Ln • 2 1 /2' FROM EDGE COORDINATED BY THE G.C. 6 / I--IIII I CONTROL JOINTS ~ OF PAVEMENT TO ®4'O.C. 5' 0 C i DINTS I CENTER OF WHEEL STOP. • 8' O.C., OR 12' O.C. 12 ~~O.C. ~ ~ r ti i . ~~F i + " ~ r"LA I e. I . »~I dcl.d~F 1v1 hl~a 591~;~'~ UTILITY CONNECTION & " 'OMINOUS I t,.#"~ ;,iY iL.~A1~Ir1R ~w~~ ~........•„w,,....,.,,~»„p,» WHEEL STOP DETAIL ,/2 BITUMINOUS AT ALL BUILDINGS EXPANSION JOINTS N.T.S. N T S ®40 O.C. FOR 4 JOINTS FOR 4' SIDEWALKS, 50 O.C. 50' O.C. ~ 6~I~I~~ FOR 5' OR GREATER. GREATER. CURB/WALK DETAIL 0- PAHQ79 BY N.T.S. ~ deMr® ra~ur to OfLY PAI1~q DY U) ~ >~66 FIE 06A~1t0 P3~R R8.81B.11 OILY TRUNCATED DOM~S PER L~ ~ ~ FDOT INDEX 304 O o t2„ F8 81IL14 \ SIGN FOP - 25 - " o ~~Q ~ 6 5 6 1 1/2R WHEEL ° ~ N ° GALVANIZED METAL 1~-1 ~ \ .a. .a. STOP EACH PARKING ~ -r-~ •,,i,:.•,•.r~~.,. _.-r~_r.-nr.r-~-~.r,.-~ ~ :-.~:a:~_;:rr,.,;.;,.,.,.~. SPACE SHALL BE -yr:r..... ti'el'eic:..t.... y.-.... :~;:~.>~is~~;~-~;~::~g;~.:.~:~.~ ..r.~_~.~;.-:rs.'' •A~1P s;:~,~sy ftA ='_~s;:;:s-~wxt~1~:~~~~~-~s~;F o SIGN POST WITH 3/8" M ~,s,.s;~,s~.~:~~ NC. VJP,LK:~~.s.~,.~ ~ a~~x~: .~~.~.z:;::~.~~;~4s~s~~ CONSP CU BL E „ ~ _,s.~,,.~,:.rs,~y~:s~~,.r,.:;:~;x~e::,.ax.v~,.~:4~,~.s;flOWN~;,x:xs,~~ D04NN:`.::i':~s~~,:~.:~e<<.-.~.,,.~~tr~:,, / 1 2 WIDE S HOLES DRILLED ~ ~ 3 - STRIPED IN BLUE BACKGROUND WHITE BORDER -o AND WHITE PAINT, r g ON 1" CENTERS P~ ~ ~ 0 ui ~ ~ ~ ~ 1.,- ~ ~ ~ ~ ~ ~ ~ ~ AND SHALL BE POSTED AND SYMBOL g h 8 ~P~e P~' CURB ~ M '0 3 ' i 3 m m 3 3 AND MAINTAINED WITH A ~ F ~ ~ ~ , , ~ ~ ~ ~ ~ ~ PERMANENT, ABOVE- ~ 1. 18"x12" LOGO SIGN FINISHED o ~ o o ~ p ' GRADE SIGN BEARING PARKNG BY GROUND 8 ~2~ °ooooQOOOOOO° Q / 60• 'W THE INTERNATIONAL 2. 2 SIGN COMBINATION ~ N SYMBOL OF ACCESSIBILLITY WHITE ~~SABLED 1" SERIES "C" REFLECTIVE SHEETING °o°a°o°a°o°° ~ ~ ~ ~ g o ~ W W ~ AND THE CAPTION ~ BACKGROUND pp~~ "PA I LETTERS 3. ~ RK NG BY DISABLED " LETTERS TO BE sEe~ Qpjy 1/2 BLACK >12 >_5 12 PERMIT ONLY . 1" HIGH SERIES "C" 1 "DROP ° ~ ° FLUSH -CURB ® LIJ ~ C o BORDER Tn sTTT.FLAN , , SUCH SIGNS SHALL NOT „ 1.5 4. SIGN TO BE MADE OF ° ' ~ ~ 3000 PSI CONC. ~ ~ y ~ 0 a ~ BE OBSCURED BY A _ ~r g ~ o ~ SYMBOL s" s" . VEHICLE PARKED IN THE WHITE $ZS5 F9~ 1 ALUMINUM v g» g» t-EI-? SPACE. ALL HANDICAPPED BACKGROUND f0 1„ 5. POST TO BE MADE OF " Q ' ~ ° FLUSH CURB W ~ O ~ H = ~ PARKING SPACES MUST ~ F.S. 318.14 1 GALVANIZED STEEL ~ ~ 3 BE SIGNED & MARKED lU 1.5" SEE DETAIL RAMP DETAIL ~ Z ~ ~ a I = m IN ACCORDANCE WITH ~ ~ CURB N.T.S. ~ ~ ~ ~ THE STANDARDS 3" 6° 3" 6. SIGNAGE PER A.D.A. N --i 2~ 2 ADOPTED BY THE SYMBOL SHALL BE 5 Ff. Flp _ ~ REQUIREMENTS 12" • ~ ~ G Q DEPARTMENT of HIGH & WHITE PAINT COLOR C.~ N W ~ TRANSPORTATION N AND A.D.A. HANDICAP PARKING SIGN DETAIL HANDICAPPED PAVEMENT SYMBOL N.T.S. SIGN POST DETAIL v ~ ~ " HANDICAP PARKING STRIPINr nFTan _ _ ~ N.T.S. L N.T.S. N.T.S. Q THIS DRAWING IS AN INSTRUMENT OF SERNCEE, 00 ~EE~Oil Al! N THE PROPERTY OF THE ENGINEER, AND SHALL NOT BE REPRODUCE % 11BU,SFruD U 1J ANY WAY WITHOUT U 0 THE CONSENT OF THE ENGINEER. o " ( E9 I 5, NOT PUBLISHED 7 NU Q L O 1 .'b O N;N RAM A. GOBI ~9'CD.,7pA 3 a I a' COPIES OF THES? IVSti4RE NOT (CID UNLt$9.4-' EMBOSSED WT[H',TA \SIGk1ING ENGINEER'S 5FA4j,, ~ ti_;~.~[.r sec; A z 0 00 F oo v Q ~ Z F d' ~ 0 r^i" Inish To Existing Surface Wlth ~ a vZ PC III Asphnltlc Concrete N t~ Fire H drant Asser4bl ONLY APPROVED Y Y / (Typ,) \ ~ \ / ~ \ ~ Kennedy Guardian No, K-81A ~/~i~ /j~`/ ~ Muller C - ~6,~ ~6•~ ~ K` V . \ ~ / p enturian No, A 423 / / / Distance Varies U,S, Pipe Metropolitan A-423 _ ~ ~ 0+ ~ • • . • Or•Iglnal Paving ~p N / Y ~ ` 18' Min, • ~ Original base ~ /\i~ \ / 24 Max, • • NZ Valve Box Valve Box / ~ oMpacted Base -Thickness of Original + E' z ~r ~ MInIMUro Thickness 8' W ^ W Eclipse No. 85-B Blow-off Assy, 12' 12' ~ v Includin Lockable 9 ~ • Z Cast Iron Box Cor~pacted 2' Brass t0 Backflll Undisturbed Trench Side Tapping Sleeve & Valve Mach, Joint Valve nJ B Cit Fee b ~e Y Y• Y Owner or Contractor NOTES < v W 1 Trench backfilled In 9' cor~pacted ~f Water Main ° 2' Brass layers, Density taken every .300 ft, ~ , 2 Base May be replaced with Asphaltic • M Concrete with prior approval of 1' p? City Engineer, W ° 90° Bend Connecting Piece w/Integrally Restraining Joint (TypJ Exist, Water Main Main 3 On longitudinal Installation requiring z F resurfncing full width of pavement, ~ N M . cast Mech, Joint Gland on one End-D,L Rotatable Mech, finish base to Match existing pavement f. M surface and prlr~e, Then resurface as Q W Q Restalner Pl Joint Gland on ether End, directed by the City Engineer. Per Detail No, 403 CITY DF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT 'IDA CITY OF CLEARWATER, FLGRIDA d ~ ~ ~TMENT ENGINEERING DEPARTMENT F ~ ~p+pya gY NOTESI a~aaavu sY TYPICAL HYDRANT os1E B.V.D. 01/15/92 , B,V.D, 05/19/93 ct~cxES sr BLOWOFF nma 1, All Fire Hydrants to have 5 1/4 Valve Seat, cxrcxe9 sr SETTING ~ 05%19/93Novo er STREET REPLACEMENT °ATE ~ p 402 ' aeca:n ar -FOR UTILITY AND ~ ~ 0 u~. ahrrmvm sY DETAIL 2, See Index # 407 for Jack & Bore Details APPING SLEEVE & VALV 402 1 ff 1 ItEV, awY¢ ~ us. nl~kavm s BY CITY 4 ar4 G,C,H. s~,a, DRAINAGE CUTS lus Z 4 ff 4 aEV. nah n~sc~m~ ppp, C~ BY 1 0: 1 ~ J~ W Q W3 . ®~Q ° EB #5936 ` ~g~t t~0\~~ ev 3' Transition Sld 9Wea8R IuGle (,tJ ore ~ t ,~,d~F~ Remove Curb if Existing ~ Q rye' ~ Exist Conc Drive , d -Back of Curb Max Slope 12" 1" 12" Max Slope A A Nan-sii surface re Iro- ~ ~ 1 ~ manta eee Note ti . _ n CleanOUt Plug NES Comm.: 0502 4 4" v 1/2" Exp. Joint 1/2' Ex .Joint ~ g" ~ . - A' • Drawn By: g,~ d TYPICAL DRIVEWAY CRUSS SECTIO ~ Pra art R.O.W. Line N ~ecketl By: H.G. 0 10 5/8' m conc. sidewalk Concrete Pad 4 g ~ B Thick x 1'-6' Sq, g 7/g• PLAN VIEW E ~ 6' or 8`- 1/8 Bend-- o, Issue Date: 01/04105 R ~ Revisions: F_ x w 4' Min Rasd~ential St set ~ 0 o r 1 Clt R W M Remove Bdck of Curb on State or Vertical Curbs with a vertical Saw cut ~ ~ a 5' Min k~terinl Street 2' Count R W Plu No. Date Descri tion 9 ro • or Remove. entire Curb and Repioce as Part of Sidewalk Romp. Miv f°- y (See Note) ® Mod(fied and Valley Gutter Curbs 1/4;-pE'r Foot . join exist back of curb - 8' 12" Textured Surface Max Sloe - 3000 psi .Conc 4 Thick. Constr. 1"p' P : Back of Curb ry _ . . • • s" Thick at Driveways with Sewer Main 13 1/2' .:n.:~ i:. Remove to an ' 6x6 X10 Welded Wire Mesh. „ See Note 7. - ~1/2 Expansion Joint even joint or sawcut _ _ CLEAN~UT P LUG DETAI L SECTION A A SECTION B B IL NOTES: CLEANGUT DETAIL 1. Provide Tooled Jolnta At Distances Matching The Width. & Romps Shail Nave o TactOe Surface, Textured to a N.T,S, Also Place Expansion Joints At Driveways. Depth Not Exceeding i/6' by use of iamp or roller N,T,S, N~TE~ Cleanout lu to be 2 If Some Physical Obstruction Exists Which Prevents In Canfortnance with Requirements of FOOT p g ~ The Placing Of Sidewalks Aa Shown, Contact The Roadway and Traffic Design Standards, Deta9 304 U,$, Foundry 7621 d Engineering Division For Altamate Location. Or Mast Recent Aiad(ftcatlone. Or a Ual, 3. Wooden And Other Spacers WIII Not Be Permitted q ^ In Sidewalks Or Driveways. Q 4. No Coatings Of Any Kind Will Be Permitted On Conaete Sidewalks Or CITY OF CLEARWATER, FLORIDA - ~ - Driveways Wlthat Speclftc Approval Of The City Engineer. CITY DF CLEARWATER, FLDRIna ENGINEERING DEPARTMENT s. All concrete shall Be 3000 pal Mtn. 0 2s Days. ENGINEERING DEPARTMENT kmxavN ar l ~ SENT . ~ 8. Conaete Surface to be Ltght Broom Finish. STANDARD ~`TC z vss °eded oats xmx vu sY TYPICAL SIDEWALK a'~ A 11/07/95 ~o~i9s 7. Conaete Driveway Conatructlon shall be B" Thick w 6x6/10x10 W.W.F.. J•~a 1 93 amaa sr CLEAN OUT amps ~ v , ~ ~ ~ awn sY CONSTRUCTION AND nma rn W,J,S~ (Sanitary) 304 iC.J. 109 REV. D47E DESCRO'TIDV App, art:awm BY ~ ~a 304 U ~ BY RAMP DETAIL T.C.J. 1 or 1 ~ C.If.N. 1 ff 3 I of 1 N O -N 0) C r_s N d) d r R/W Lot 2, ~ Lot Lot ~~I1 Finish rode to wI+T 9 ~ 4 r/w line 0 allow 0,4 Plin„ 1,0 I I Varies rTax, fall frorT ' -------Water Main--T----~----------- o ro art line to rT n, N P P Y 24 rTax, Curb,J \ ' ' ~ I sidewal 0 San, 0 ~ I M,H, Water Servi ~~r V j ~ ~ \ cleanout YP Sanitar Lateral Curb f ~y I'yl ~ ~ -o ' I YP Sidewalk 30'-36' or as ~ ~ ~ ~ ~ r/w n Directed by wla r5 i'L1aN~, ~s~a , ~~tVY I;it PJ~' `j~'~e~ ~ M ~ the Cit ~ 2' joint in pipe entry Y o I 2, I-- 10 ' I I ~ NOTEI SANITARY LATERALS TG BE ~ Side Lot Line Lot I® ~ 0 ni WITHIN 10 OF CENTER ~F LET ~N ~ (Typ) ~ DOWNHILL SIDE OF CENTER GF LGT, PLAN VIEW ® ~ ~o m CITY OWNED H~ME~WNER AWNED ~ ~ AND AND MAINTAINED o MAINTAINED RIrT M.H. of Street y ~ ~ yT\ ~ ~ \ . Water Main _ h ~ ® W W ~ Z ~a ~ 6' Service Lateral - I N ~ ~ o Main o• SECTION ANY VARIANCE MUST HAVE Sanitary Main ~ WRITTEN APPROVAL OF THE CITY PR~FIL ~ W E ~ ENGINEER, ® ~V .o NOTE, CITY OF CLEARWATER, FLORIDA CI - `yiEtgc3.,.xer~}ad I~m~l All lateral Materials, Including PUBLIC WORK AD ADMINISTRATION TY CLEARWATER, FLORIDA 9 ENGINEERING DEPARTMENT 1~ENT THIS DRAWING IS AN INSiRUI^ll GP_~EIiVI aRNa~$HALL~REMAIN THE PROPERTY OF THE approved Cleanout hardware, are BV.D. si2~/oo DATE < to extend to the R/W or to the ~ Br STREET LATERAL F. B,V,D. SANITARY LATERAL 06/30/94 ATE ENGINEER, AND SHALL NGt' 6P64@JO~D,' fUBUSHED OR~ISED IN ANY WAY WITHOUT Q M.D,Q, y aeaa.B BY LOCATIONS BmEx NM 305 THE CONSENT OF THEiEG s~ Q OPY~QI0~1 2005 NOT PUBLISHED 00 easement line as noted, REV. BA7E BESMP7IBH APP. BEs BY IDETAIL I CF 2 APPROVED Br 305 .N E M. REV. BATE BESCRD'iffi~ PPP. G.C,H. 2 ff 2 a v r ff z . ~1 : s" . JUR 0 8 2005 Q \Ao -a O ~ ' lp AZ O N RAt l ®pEL, h.D. 'a~ , 7431 COPIES BF 11Fe~E'PLAfJS ARIL NOT,VAUD UNLESS EMBOSS " E~ H' E SIGNR~ ENGINEER'S SEAL 11 1 N Z ~ 0 00 oo v, ~ ~z ~ 0 Nc w v~ I I Zx ~ ~v I SABAL PALM Sp B+B, 10 CT+ y,~ ~ ~N ~ NZ I 32 SOCIETY GARLIC 30 PARSONII JUNIPER 0 1 GAL, FULL 2 PARSONl1 JUN PER SO 1 GAL, FULL >ONl1_JUNlPER .I I PJ pJ 1 GAL, FULL ~L, FULL ~ Q ~ Q 4O PARSONII JUNIPER 1O IMPERIAL BLUE PLUMBAGO 30 SOCIETY GAk SOCIETY GARLIC z ~ PJ 1 GAL, FULL PB 3 GAL, 18 HT X 18 SPR SO 1 GAL, FULL 1 GAL, FULL I WW ^ W 1 ROYAL PALM 36 VAR. S1 36 VAR. SHELL GINGER ~ ` 9 VAR. SHELL GINGER I Rp B+Q 10 CT+ VG 3 GAL, l/G 3 GAL, 18 NTy X,818 SPR ~ z VG 3 GAL, 18 HT X 18 SPR 9 VAR. SHELL GINGER 3 1 3 r~ 1 ~~P Ifi HOLE O 3 GAL, 18 HT X 18 SPR 2 ROYAL PALM RP Vic, di.~fi s SANITARY MANHOLE VG RP - 9 Rp B+B, 1 o cT+ ; RIM EL. 4, i 16 SOCIETY GARLIC EX. FIRE INU.EL,=2.16 E i GAL FULL ~ LM \ ~ ~ I e _ _ _ _ _ HYDRANT _ _ SO ~ S, mvmmmm mmmmmmmmmmmmmmmmmmmm ¦mmsmmmmmmm mmmmmmmmmm r Y .E . - .5 IV I au mmmmmmr~mmmmmmmmmmmmmrrmmmmm mrm m mmmm mmmmmmmmmm mmm mmm mm mmmmm mm'mm mr~mmmummmr m®~ wooD & caNC. ~ea~ -®--s®--r~ DSO f J ~ 1P R - • ~O I _ - „ BARRIERS 4 IMPERIAL BLUE PLUMBAGO R E T T PJ 1 GAL, L~ o+ 1L ZO V R. SHELL GINGER V ~ pg 3 GAL, 18 HT X 18 SPR ~ 4 ' RIGH "-0 WAY Ex' ~4L ? ~ (rY ~ VG 3 GAL, 18 NT X 78 SPR Z F ~ z ~ ~ 1O PARSONII JUI~lP ~ _ 8 "CLAY_ 8 "C z ~ M m. m. m.. v v - ~ P~ 1 ~Al~ FflLL~ ~ mW ma : ~ ~ may ~ v ~ m. r~ v : v m. m. ~ m. ( ) RM ~ ~ . o m ~ ® °r'S IMP RIAL BLUE PLUMBAGO_ I 0, T C[1NC, ~ 20x20 ~ Pe 3 L, 18 HT X 18N SPR F a ~pT fRlANG I WALL SIG ~ ~ I d • WM WM WM i- - _ ZO PARSONII JUNIPER ' Q N 0 00 WM I , B9 28 05 M 199 32 M ~,v v w ~ ~ ~ ~ ~ ~ ~ ~ _ ¦mm mmm mm mmmrm~, m mm mm mm mm mm ¦Y mmmmmwmrmm mm mmmommmm m „ R w p PJ i GAL, FULL Z 0~ WM CONC, RWM 6. ~o - e - o~'bo ~ ~'~b"~o'So ~ ; _ ~O INDIAN HAWTNO ASPHALT SLAD AVEMENT WOAD ~ - I ~H 3 GAL, 12 HT X Ei2 SPR d Q W 15 WHITE FOUNTAIN GRAS'S STEPS ' W F ~/F 3 GAL, 18 HT X 18 SPR. STdP ' rt + • ~ + . , . , x I ~DECK~ ~ f7.3 .v„~;. _ ~ i~ , I 3 N LLIE STEVENS HOLLY • W 3 I 3 ~ " SABAL PALM 7.3 ~ o IVS 45 GAL., 2 1 2 CAL, 10 HT d ~ ~ I B+B, 10 CT+ 7.3 SP 7.3 i I V Q ~ ~ , 33 IMPERIL BLUE PLUMBAGO EB 5936 ~ V ~0 V ti w * ,3 I P8 3 GAL, 18 HT X 18 SPR 1 7.3 .3 LITTLE GEM MAGNOLIA W II II II II II II II ~0 ~ 36 IIAR. HELL GINGER • I MG 45 GAL., 2 1 2 CAL, 0 HT I I I I ' ~ II II II II II 3 ~G 3 GAL, 18 HT X 18 SPR 1 DYAL PALM • I ~ X7.3 II II I r.3 II II II II 17 UAR. ARBORICOLA a II II Rp +B, 10 CT+ II II II II j II II 7~3 . ~ ; I 3 RDYAL PALM II II RP B s, 10 cTf NES Comm.. 0502 VA 3 GAL, 18 HT x 18 sPR. stock wAU • a ' ; - I I I I II II II ` U I Drawn By: ~ B.J.V. II II h.3 II II II II II II - _ , 7.3 I 32 IMPERIAL BLUE PLUMBAGO _ _ 7.3 ~ ~ I I Checked By: H.G. I pg 3 GAL, 18 NT X 18 SPR _ - - - - y ~y Z ~ . µ 5I ~ 30 INd AN HAWTHORNS I I I I (1) STORY FRAME ~ , L.F.F.EL.=8.45 .3 in I 3 AL, 12 HT X 12 ' P Issue Date: 01/04105 7.3 °~o°o 0 000oooooaooooo0 0 0000000000 0000000000 00 oooooaooaoooo 00000000000 00000000 0 onnon oononuo 00 0000000 000o c~onoo nn nonoononnoo ooonoooono onnonnoc ° s .LLIE STEVENS HOLLY 0000000000 uoo + • 4 'GALA 2 1 2 CAL, 10 HT ' ~ Revisions 000000000 No. Date DeSCri tion 3 CdNC. WALK %r-- -/f-- -f~ _ • I I S EPS ~ ' 'S,I' 20 3- 1) S "DR ~ - e 4 oc GA Llc -6' 2-6'2-6' MET L i 1 WHITE FOUNTAIN GRASS c, g s, P4ETAL ASPHALT • 6 SHE D S G ,~FUL 3 GAL, 18 HT X 18 SPR. CARP 1RT SHED PAVEMENT ~ 6 WO[]D (2) STC Y FENCE (TYPICAL) o- woo FR ME (2) 3 SABAL PALM (2) S DRY C, ~ ~ 0 A RBO o~ a 6 ~A A , 18 i PR. I w I ,z° „ ~o SP a+e, 1o cT+ o I 12 IQ I 83 ~ I 1 GOLD TREE SOCIETY GARLIC ~ 60 TREEI I ~ 2 jg 45 GAL., 2 1 2 CAL, 10 HT SO 1 GAL, FULL TB 5 _ 2 ~ 2 CAL, 10 H U 0 3 SABAL PALM :o 79 T OLDER ~ ~ Sp B+B, 10 CT+ pp , 24 f~T X 18 SPR. 6' 15 ~ I WHITE FOUNTAIN GRA~Sr S 3 • c WF 3 GAL, 18 HT X 18 SPR. 3 SABAL PALM ~ O / / I I ASPHALT SP SP B+B, 10 CT+ ~ • ~ PAVEMENT 1 LITTLE GEM MAGNOLIA o I (ll STORY 15 WHITE FRAME MG 45 GAL., 2 1 2 CAL, 10 HT 3 GAI 15 WH1TE FOUNTAIN GRASS ~ I WF ~/F 3 GAL, 78 HT X 18 SPR. I Q ~ i 2.. 21 VAR. ARBORICOLA 23 VAR ARBORN 3 GAL, 18 HT X 18 SPR. VA VA 3 GAL, 18 H I ~A~OR1COlA _ I SYMBOL LEGEND . 3 GAL, 18-'HT X 18 SPR. ~ I 10" DENOTES PALM TREE -SIZE INDICATED ~ ~ ~ ~ 75 SOCIETY GARLIC I I 1 GOLD TREE 1LD TREE ~ I I ~ 10" DENOTES UNKNOWN TREE -SIZE INDICATED fir.,' SO i GAL, FULL I jg 45 GAL., 2 1 2 N ~ 2.. GAL., 2 1 2 CAL, 10 HT I 0 10" DENOTES A PINE TREE -SIZE INDICATED fi cn ova o v v v . p,WM A TREE IABELED "TWIN° IS 2 TRUNKS MEASURED +C~'~, 4' ABOVE THE GROUND FROM 1 MAIN TRUNK, cv ®WM ~ 2" 1 LITTLE GEM MAG ~ •Q-FIRE TLS GEM MAGNOLIA I "TRIPLE IS 3 TRUNKS MEASURED 4 ABOVE THE II'~n1.1 ~ i~'" GROUND FROM 1 MAIN TRUNK ~''r 1 ~ HYDRANT 2 C(JNC, GUTTER =DENOTES CEDAR TREE -SIZE INDICATED ~ t~~ SANITARY MANHOLE 0 =DENOTES TREE UNKNOWN -SIZE INDICATED 1.~~1 RIM EL.=5.63 " 3 8 ccAY T DENOTES SPRUCE TREE -SIZE INDICATED ~ 1NV.EL.=2.12 E Q v:vrv;v~v:v:v,~m v v v ma~v v~v,v:v;v:v:vi L v v. s v v: v ~ ' : v . v ~ v v v~ v i v ~ v . v ~ ® mr : v . v . v ~ v ~ v ~ m ~ v , v mr: s . v : 0 40 RIGHT-OF-WAY o:..,..,®.v 8"CLAY 8'CLAY ®I®,~ ~ 26 ASPHALT PAVEMENT 2' CONC. GUTTER I ! ~ I - ~I ~ M I m 0 ~ ~ c , ~ SANITARY MANHOLE ELI M ° LANDSCAPE TABLE ° R1M EL.=4.72 ~ ' o I Quantit S r7bol Scientlflc Nave Cor~rlon Nar1e Code Nave Plantin Size S acin Y Y 9 P 9 ~ INV.EL.=1.14 S ~ ~ 1NV.EL.=1.25 W ~ ~ lNV.EL.=1.36 E ~ ~ W ~ a I 115 Al inia Zerumbet Varie aced Shell Gin er VG 3 a118'x18' ' P 9 9 9 36 DC INV.EL.=0.92 N X10 RTH ~ ~ y a 21 Sabal palr~etto Palrletto SP B & B,10'CT+ SEE PLAN 79 Neriur~ oleander 'petite' Dwarf oleander PP 3-Gal„24'x18' 36'UC ° 9 Roystonea elata Royal PaIM RP B & B,10'CT+ SEE PLAN ~ ~ w~ U SCALE:1"=20' ~ Z ~ a 0 4 Tabebuia argentina Gold Tree TB 2 1/2'-cal, 10'h EE PLAN i 3 Ma nolia Grandiflor tt ' ' ' g a LI le Geri Magnolia Little Gera MG 2 1/Z cal, 10 h EE PLAN ® ~ ~ 62 Plumbago auriculata plurhbago 'Ir1 erial blue' PB 3-Ga1,,18'X18' 30" DC. P ~ ~ NW o ~ 6 Ilex s + ' ~ pp Nellie Stevens Holty NS B B, Z i/2 X10 SEE PLAN 20 0 10 20 40 J ® ~ V 284 Tulba hia Violacea Soclet Garllc SG 18` DC. ~ 9 y 1 gal., FULL o IOU jumperius norizon-taus Parsonli juniper Pi 1 gat., FULL 18' uu n 60 Pennisetum setacum White Fountain Grass WF 3 9al, 18'x18' 30' OC, 0 Q 71 Schefflera Arboricola Variegated Arboricola VA 3 gal., 18'x18' 30' OC, BUTLER'S NURSERY, INC U 10 7011 75TH ST N PINELLAS PARK FL. 33781 ° 60 Rhaphiolepis Indica Indian hawthorne IH 3 gat., 12'X12' 30' OC, PH 727-544-0445, FAX: 727-541-5027, E-MAIL•BUTLERSNURSERYQMSN.COM a DRAWN BY: RON BELKO Li m 0 CHECKED BY: CHUCK BUTLER 0 N 11-1 N IRR ATI N N TE I IG 0 0 S CONTINUEDI HABITAT MANAGEMENT AND o 0 0 o ~~~~o p~~~1~0~1~ DC~~Q~~~ . z LANDSCAPING PERMITSo 6. THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- 0 00 ~ GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA. THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING: 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED . a ~Z _ 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT , a BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 0 N" CROWN SPREAD Q 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. ~ H vZ a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL 4. ELECTRIC VALVES. NOTE: AL'L TREE STAKES AND SUPPORT WIRES z APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN 5. GAUGE 14 OF COPPER WIRE. WILL BE REMOVED AFTER 1 COMPLETE ~ ~ _ / GROWING .SEASON. V ORDER TO PROCESS THE PERMIT. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- 7. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES W THIFOLIUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. ~ Remove Dead and Injured • N Z w Twigs, Trim No Leaders, J M „ TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF o0 SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO °O0o° x Retain Natural Shape. Q ~ PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. 8. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY ~ ~ 3/4" - 2 Ply Reinforced ~ Q SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR RAIN BIRD CO. OR APPROVED EQUAL. o°ooo ~ Rubber or Plastic Hase EROSION IS CREATED THE AREA MUST BE RESTABILIZED WITH SUITABLE o° 00 3" Minimum Mulc Minimum Mulch ° White Surveyor's Tagging W n W Tape, 6" Length ~ v A IAL. M TER 9. THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH • 3 - 12 Guage Galvanized Wires ~ z 3 Sod Saucer Soil Saucer Spaced 120 Around Tree and 0 c. ONCE FINAL ADMINISTRATIVE APPROVAL FAA HAS BEEN GRANTED A CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE ~ , ( ) ~ ~ a.,' Set At A 45'Angle With 3- ~ 68 Duckbill Anchors Or Equal BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES OWNER FOR APPROVAL PRIOR TO INSTALLATION. ~ I°; ° ~ - , l ~ ~ ~ ~ Remove Cont HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED. g" From Rootba Remove Container CONCRETE CURBING e Min From Rootball 4 Min. Mound To Form Saucer ~~1 Plantin Soil Mixt ti ,Mm~ 9 10. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR ~ ~ ~ sting Soil Mixture ASPHALT PAVEMENT '~u~ 3" Minimum Mulch Layer _ V z W TREE PROTECTION AND PRESERIIATION~ FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/ ~j' Existing Soil Sting Soil ROAD BASE ~ AroundeToudOf Ballm ENGINEER. TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1. TREE BARRICADES AND/OR SILT SCREENS OR HAY BALES SHALL BE ' ~ <; ~ _ ~-G:rp Planting Soil Mixture ~ M V 0+ REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED W PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE 11. ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE SI°IRIJS PLANTING DETAIL PERMITS. THE LOCATION FOR .EROSION CONTROL MEASURES ARE SHOWN TREE STAKING ~ PLANTING DETAIL Z SAIL ADJACENT TO OR WITHIN V.U.A. ~ M • ON THE CONSTRUCTION DRAWINGS. WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA FOR N.T.S. REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. N.T.S. J w ~ 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. d f: ~ IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC. BE .®~r " Q Z OLL ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE 12. ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES TO THE AIR TOXICS SECTION OF THE PINELLAS COUNTY DEPARTMENT Z SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND AND HEALTH ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION ~ 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED: OF BUILDINGS. NOTE: ALL TREE STAKES AND EE STAKES AND SUPPORT WIRES W Q WILL BE REMOVED AFTER 1 C( )VED AFTER 1 COMPLETE ~ W 3 CROWN SPREAD v V Q GROWING SEASON. LANDSCAPING 50N. ~W For Cabbage Palms: EB #5936 °v ,°o XERIS APIN For Cabbage Palm Installation: 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WIT C G HIN Trim All Fronds at Time A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER of Digging and Planting All Trunks to be Smooth and All Burn Marks Brushed Away / NOTE: ALL TREE STAKES AND SUPPORT WIRES ` WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED 1. ORGANIC MULCHES AND OR DROUGHT TOLERANT GROUNDCOVERS For Washington Palm Installaiion: For Washington Palms: / .Leave inside row of fronds ` IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE WITHIN PROPOSED LANDSCAPE PLANTER BEDS. Tie up with biodegradable twine Leave all boots on trunk WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT 2 Layers Burlap Pad at - Support Contact - No rx ~ Remove Dead and Injured m BE PLANTED WITHIN MAINTENANCE EASEMENTS. L Moils in tree wood Twi s Trim No Leaders 2. DROUGHT AND COLD TOLERANT PLANT MATERIAL. _ Wire Tie = Retain Natural Shape. ' 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE Y _ REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE 3/4" - 2 Ply Reinforced NES CoR1111": 0502 r OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER o 2" x 4" Brace (Yellow Pine) ~ Rubber or Plastic Hose - Space Three at 120' Typical ° White Surveyors Tagging Drawn By: B.J.V, AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION v Remove after one growing season. Tape, 6" Length BY WAT R RE UIREMENTS SOIL ME D S WATERING SYSTEMS. E Q A N MENT (IF NECESSARY) AND. THE. 2" x 4' Stake (Yellow Pine) Checked By: H.G. Three Feet Long 3 - 12 Guage Galvanized Wires PRACTICAL USE OF TURF. Remove after one growing season. Spaced 120 Around Tree and Set At A 45'Angle With 3- # 68 ~+,'THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- Saucer Rim Duckbill Anchors Or Equal 3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. Remove after one growing season. Issue Date: 01104/05 finish Grade MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER, • WHERE POSSIBLE THE AREA BETWEEN THE BARRIER AND LANDSCAPE ~ I:_ !1I _ 4 Min. Mound To Form Saucer 3" Minimum Mulch ' ;i., ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS MANURES PEAT ' MATERIAL SHOULD REMAIN AS GREENSPACE. n~ I_; , : ~ a~ I ~ 3" Minimum Mulch Layer Revisions Rootball, 16" Minimum I i A,~D COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- I • Radius From Trunk r Remove Burlap From No. Date Descri tl0n , r'~PING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH ~ I'' ' 4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A f i CF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL Li , , ~ ~ ! ~ I ~ i Washed-In and Tamped s Ilra .I Around Top Of Ball Q Planting Soil Mixture ~ ' Q I ~ I. a Planting Soil Mixture MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT CONDITIONS WARRANT THESE AMENDMENTS . ~ ~ ' ~ ~ • Existing Soil ~,'Ei , POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY ; ' ; ~ i', ;Ili, i= i i ~':5i ~ ~ ~ ~ 1 , IMPAIR NATURAL GROWTH. _ 6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT ' ~ ~ ~ Provide a minimum 5'x10' unobstructed planting area 5. TREES PROPOSED 0 NSTALLA 0 US 0 CO LICT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. FRI TINM TNTBEIN NF P ALIU STAKING & PLAN ~ WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE- & PLANTING DETAIL ~ MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT N.T.S. TREE STAKING & PLANTING DETAIL EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER IRRIGATION. N.T.S. Q LINES MUST REMAIN OUTSIDE THE 5' X 10' .PLANTER AREA. 0 8. LOW-MAINTENANCE DESIGN. .o ~ 6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO H, SOIL TEXTURE, SOIL IGINL G ` ~ STRUCTURE, AND SEASONAL HIGH WAT R TABLE. ' ° -THE . E & SHRUB PLANTING DETAILS . o~~ o: ' . 7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER. i 8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2" p I : CALIPER AT TIME OF PLANTING. 1. THE R001' MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION I SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- ~ CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED ° 9. ALL HEDGES~~MUST BE 24" HIGH AT THE TIME OF PLANTING, AND U ~ W PLANTED AT 30 ON CENTER AND BE MA NT B RLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. ~ ~ I AINED AT A MINIMUM OF IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND ® ~ ~ 3 IN HEIGHT. BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE ° REMOVED AT THE TIME OF INSTALLATION. 0 of 10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM N OF 5 WIDE. HARDWOODS C~ ~ PINES • ~ 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE o GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED la. `L'`' ~ ° WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS STEMS N / O ~ ,iUdW ',~,i IRRIGATION NOTES TO PREVENT CAMBIAL DAMAGE. ~ ~ ~ 0 ~ c:~7 a'. ~ 1. SHALLOW WELLS OPEN SURF C ~ A E WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST- 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE ~ ti/ RIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN ~ 3 ~ COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON- THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH 0 STRAYED THAT THESE SOURCES ARE NOT AVAILABLE. THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF 0 op I I ~ N ~ THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ~ o0o I i ~ ~ M u~i ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ~ 2. IRRIGATION SYSTEM MUST UTILIZE LOW VOLUME DESIGNS SUCH AS ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE I i I I I ~ ~ o LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH PLICATION AND LOW SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH 1" X 4" Horizontal Wood ~ EVAPORATION. SYSTEMS THAT OVERSPRAY-AREAS T I j ~ I I I ~ M c THAT DO NOT RE UIRE IRRIGATION SUC REE. ~ ~ Members or o Q HAS PAVED AREAS WILL NOT s - 8 Approved Substitute ~ ~ M ~ I I ~ A :3'x2°x2° ~ ~ ~ BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY ~ LOW NEED AREAS. 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS I I B: 12" I ~ a I A IB I C: 4'-5' I ~ ~ W D WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE 4' 2" x z" ~ ~ D: 1 "x2" j ~ ~ Q ~ THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A vertical 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE wood stokes m DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED - - SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED PLANT MATERIAL. I C D I I I ~ ~ I I t/~ W I I I a PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE SHALL v ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER Barriers Placed at Protective Radius ~ ~-2/3 Dripline --j ~ I Full Dri line I ~ ~ ; W ~ P ~ to ° SUPPLY HOSE BIBB. 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST I~ Full Dripline - I r' I ~ DC Q - BE CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR ANY z~3rd's dripllne for hardwoods (s'minl I OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SU full drlpllne for pines (6 m(nl RIBBON BARR~R ~ i WOOD FENCE I ® ~ ~ ~ ; N RFACE INTO 4. AUTOMATIC IRRIGATION SYSTEM MUST BE OPERATED BY AN IRRI- THE PLANTING AREAS. • GATION SYSTEM OPERATED BY AN IRRIGATION CONTROLLER ~ ~ Ga ° CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND N LOW WATER DE 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPL C TREE EARRICADE DETAIL MAND AREAS. CONTROLLERS MUST HAVE MULTIPLE I ATION OF PROTECTIVE FARRIER DETAIL ~ ~ W a CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED N.T.S. N.T.S. ~ ® ~ V ~ - nr _ _ _ _ DV TI_Ir' IAITI"I'f AIATIf~AIAI nnnlrr.i nr . nnn n. n... r..r.. tst ~)tl l U UUMFLY W11 M LOCAL OR WATER MANAGEMENT DISTRICT o I I f1G IN I CIUV!- l lUNML JUUlr-l i Ur AKbUKII:ULI UKAL. 'a L IMPOSED RESTRICTIONS. a 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT 0 Q 5. AUTOMATIC IRRIGATION SYSTEMS MUST B INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES BUTLER'S NURSERY, INC. v E EQUIPPED WITH RAIN THAT FERTILIZATION SPECIFICALLY THE APPLICATION OF 7011 75TH ST. N. PINELLAS PARK FL. 33781 SENSOR DEVICE 0 NITROGEN) R SWITCH WHICH WILL OVERRIDE THE IRRIGATION o OF TREES/SHRUBS WITHIN THE FIRS T GROWING SEASON INHIBITS ROOT PH: (727)544-0445 FAX: (727)541-5027 Q CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS G OCCURRED ROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED E-MAIL: BUTLERSNURSERY@MSN.COM Ll m2 SUITABLE FOR PLANT MATERIAL INSTALLATION. 0 DRAWN BY: R.BELKO 0 N CHECKED BY: C.BUTLER N A o0 oo v, Q ~a F ~ a 0 No N ~Z Z x~ I I L~ F ~N • Nw ~Z Q et ~ Q W i v I • Z ~ o SANli SANITARY MANHOLE i RIM RIM EL.=4.57 ~ Z SANITARY MANHOLE lNV.E INV.EL.=1.37 S vu R1M EL. = 4.91 INV, E INV,EL.=1,56 W I NOTE.' EX. FIRE INV.EL,=2. is E INV E . ~ _ HYDRANT INV E INV EL. =1.49 E INVEL_=1.5r ~ _ i ~i FOR 1RRIGATI0N NOTES ° a r~rrrr rrrrrsrrrrrrrrrrrrrr rrrrrrrrrrr rrrrmrrrrrrrrrrrrrrrrmrrrrrrrrrrrrrr r W~~D & C~NC, rrrrrrrrrrrrrrrrrrrr rrr rrrrrrrrrrrrrrrrarrrrramrrrrrrrrrrrrmrrr rrrrmrrrrrmmrrmrr® ~ ~ ~ 'I~~rrr~ ~ I ~ SEE SHEET L 7.2 I BARRIERS R T T E T ~ ~ F~ ~ t 40' RIGHT-OF-WAY Ex, LAr ? (lrp.) I z w ~ ~ ® ~ META, lM . s a NETAFI imp®~ro: ~r~-~~®~a. r•: r.:®:®,® o. ~a.m~®~®®:rv. o; w.® ®:ma~a~.®virQ-:~ ~me~ ®ra.®rs ®~s~ ra IETAFIN~' a"ccAr J ~ o 0 ()RM I ® NETAFIM zox~0 e ~ o, ~ ~oNC. oo NETAFIM IGNr ~RlANGLE I WALL SIGN pro ~ ®u+ 0 WM WM WM Z OW ~ z. as o ~ ~F WM L S89 28 05 E M 199.32 M _ rnrrr r ®rrrrrre rr errrr¦ rrrr mr rmrnrrwcyrmrrm rr rrrrrrrrrrrrrrri rmrrrrrrrrrr oou~wr rm ~mrrrrrrr¦ yea WM AS T G RWM 8.7 a-~-~-~,~.~...,...~, ® „ K PHAL SLAB W~~D -c~v ® ' ° W PAVEMENT STEPS 0 ~ VC I wooD 7.3 STQP Q I I ~DECIC~ ~ F ' _ ~ 7.3 7.3 i 3 " . 1v~TAFiM EB #5936 u ~ I *.3 ro ~ . NETAFIM 7.3 .3 w I ~......~.v. - W II II II II II II II II II II NES Comm.: 0502 i II II II II II II II II II 3 ~ i 7.3 II II 17.3 II II II II II II II 7• Drawn By: B.J,V, o II II I II II II II II 0.7x2' CONC, Z I I II I I II II II ~ ~ ~ BLOCK WALL II II II II II II ° ~ , Checked By: H.G. II II _ ; h,3 II II it II II . 1 - _ 7.3 _ 7.3 z ~ I - ~ I W Issue Date: 01104105 _ 1 STORY FRAME ~ - - I L.F.F.EL.=8,45 ].3 i Revisions: 7.3 ~ ~ ~ No. Date Descri tion ° I ~W I 3' CONC, WALK * ~W I I S EPS ~ 3- = ~ I 9 5 W 6' WOOD FENCE ~ 'Q ~''~i~'~-'~ / ~ ~ ~ ~ ~ ~ I) sraR ~ _ ~ _ . _ . a I C, B, S, 6 2 6 2 6.2_6 METAL e ~ ~Q ORIGINAL CARPQRT METAL ASPHALT SHED ~ 6 WOGD (2) STORY SHED PAVEMENT r FENCE (TYPICAL) WOGD FRAME (2) STNR z (2) STORY C, B, S, d ' ~ Q I O 6' NETAFIM 3 12" " .o ~q ' Iz ~ ; I H I ~ I o o I ~ z.• U z ~ I U . ~ ~o p ~ / / rn ~ 6. N ~ ( I~ I I ASPHALT ~ PAVEMENT Q ( (1) STORY ( FRAME rn SYMBOL LEGEND ~ 12" ' ~ 10" DENOTES PALM TREE -SIZE INDICATED ,~..,'y~~j.~ o. I ~ p 10" DENOTES UNKNOWN TREE -SIZE INDICATED ~ ~ 0 10 DENOTES A PINE, TREE -SIZE INDICATED o ~ I A TREE LABELED "TWIN° IS 2 TRUNKS MEASURED -,a r,~ •y~ ~ 0 N I 4' ABOVE THE GROUND FROM 1 MAIN TRUNK, ~ I 0 "TRIPLE" IS 3 TRUNKS MEASURED 4' ABOVE THE ~ " ' 12„ ~o WM " - - _ ~ ~ ~ ~ ~ GROUND FROM 1 MAIN TRUNK ® =DENOTES CEDAR TREE -SIZE INDICATED ~~)C~' '..,.r~~ ® 12 ~ 0 =DENOTES TREE UNKNOWN -SIZE INDICATED I!l~~lU~ a, {}FIRE 3 HYDRANT 2 CONC, GUTTER I Q =DENOTES SPRUCE TREE -SIZE INDICATED y~~,.y.~,~<~,o SANITARY MANHOLE > RIM EL. =5.63 " 8 CLAY RIA T wwv,»,w.~ ET ° lNV.EL,=292 E ~ '_~®,e,.r,® ®~.r,r,;...r;.r,®.® ~ rr nr r. r.~r.,r. r.:®~® ®.r.. L - ~r'o'rl~er r~:O rr1101're ~ ® ®rerr®~®or ¦r ~ri ®'s; d:ro~~l I 40 RIGHT-OF WAY 8"CLAY 8"CLAY ~ N 26' ASPHALT PAVEMENT rr ~.elo ~ 2' CD C N .GUTTER ~ ~ ~ M I ~ _ ~ ~ _ ' ~ ~ M 0 c 0 U 0 ~ SANITARY MANHOLE ° ~ W p N I N RIM EL.=4.72 ~ ~ W ~ INV.EL.=1.14 S ~ ~ ~ N N ~ 1NV.EL.=1.25 W N 0 RTH o~ ~ ° ~ I m ~ 1NV.EL.=1.36 E ~ ~ ~ La. C 0 INV.EL.=0.92 N ..w N U n- ~ ~ y W o i i SCALE,1-20 Q ~ W a v rrl a Ion ea s a e N ~ ~ ~ W uan I r~ o rin er ea s ~ C~ N w 0 20 0 10 20 40 ~ ® r v 47 RATI~IRT~T1 1 R(lfl ~~f~TF~~ 1(1 ~ov~ir~c ~{-v~n ivr-I-nv~~i 1 ~ rJon 1 S~(1 ~n lV -0 )o BUTLER'S NURSERY, INC U 7011 75TH ST N PINELLAS PARK FL. 33781 Z~l 2 RAINBIRD 1800 SERIES 10 Series trajectory 15 deg 090 a NETAFIM PH 727-544-0445, FAX: 727-541-5027, E-YAIL:BUTLERSHURSERYOMSWCOM DRAWN BY: RON BELKO o SUBSURFACE IRRIGATION N CHECKED BY: CHUCK BUTLER N REVISIONS # DATE 1 04 FEB. 2005 2 29 MAR. 2005 r 3 11 MAY 2005 u STAIR TOWER ROOFTOP PAVILLIONS ARCHED PARAPET ROOFTOP PAVILLIONS ARCHEI ELEVATOR AND MACHINE ROOM ARCHED PARAP 5 5 ro 0 m ~ ~ ~ i r N , ~ r a ~ 0 o P? a o® a o M 0 0 ~ DD~4 D~aa D~44 DD~a4 DD~a~ DDoa4 ~o Do0 Do4 ~ o o ® o o 00 ®o o o 0 DD 4 D®aQ D°m~ DD°aQ ® DD a D®OQ D OQ DD aQ D~ aQ D~ aQ ®o ®o 0 0 2 0 D ~ , 0 r 0 _ _ _ ~ ~a ~ o ~ ~o o~ 00 00 D°4 D~a4 D°4 D°a D°4 D°0 0 0 0 0 0 0 00 0~ D 0 D~4 D~4 D~4 ~ ~ aQ p~ aQ DoaQ pDoaQ 00 Do0 Doi Do Doo ~ o ~ e4 D 4 D 4 D 4 D°°4 Q D p°a Q J ~ ~ 8O 2~~}t)~~ ~o1Q0: CK~jOZW~ 1 1 O o E T ® z tC77 0 0 ® ' ~ ' , , ® }k~Q~ja }~Uj~W6 D D D D D 0 o pDaa D~a4 DD~a4 DD~a4 DD~a4 DDea4 0 0 0 0 0 0 0 0 0 o m~k~a~~~ D°e4 D 4 D°e4 D°eG D°e D;4 D°4 D°4 ~ y ~j ~ ~ ~ w DD 4 D 4Q D aQ DD 4Q DD aQ pD 4Q DDo4~ Do 04 D~ aQ Do aQ ~ ° ° z W Do4 Do0 00 0 00 0~ ~~ma LL ~y~_9~ ~o 0 2 z LL~~~ay~ oM ~~oga~~ ~ f] 2 r ~ ' , , ' 2 ~QO~~yui °tlI WZWFZ ° 0 00 0~ 2C- D D C~ ~ ~ 0 0 0 0 ~ ~w- D°4 D~aa D°4 D°a D°0 D°4 0 0 0 0 0 0 00 0~ D°4 De4 D°4 Ded ~v ~v ~ ~ ~ DD aQ DD aQ D OQ ~D aQ ~ aQ D~ aQ DDo4~ D~ 4 D~ oQ Do aQ ~ ~ ~ ~ ~ ~ ~ 42"ALUMINUM RAILING ~w k°°~u~==$ yzF ~°y 0 c b $~~~Eo~ D D [=7 ~ ® 2yW°~2 0 0 0 0 ~ ~ D°4 ~°4 De4 Do4 DeE De4 Doa ea Do0 D 4 D 4 Doa D 4 D~4 0 0 0 0 ~ g D aQ ~D aQ D OQ DD aQ DD~aQ DD~4O DD~4~ DD~4 D~ aQ D~ aQ o W ~ a ~ ~ D 4 Do0 z 00 0 00 0~ 0 o c~ o 0 0 `~~u~yU~a ° N 0 W y ~:4; . 2 I~ F •;:4''' ` a z •:4:• w ° W 0 w 2 m s a }Z U $ s !5 w Q a w ~y WJ~~~ ~~'o~58k 0 1 1 ~ ip ~~+U°2€y 0 0 0 0 0 0 ~ o 0 0 0 w~z~3N~ o ~ o a a a ~ y~a~o y 0 o a 1 0 0 0 o a o 0 o FLOOD EL. 12' Do DG Dat D4 De Do oa oa DC Do4 Do4 Do0 o Do 04 D a Do4 D 4 D 4 Do0 . D°4 D°0 D 0 D°0 D°a °4 ' D a ~~~ma~~ o ENTRAN E GATE ..D GARAGE EL 7 -3 0 H I".."'` ~ N h (V ~ N M M CANVAS COLOR LEGEND; W ~ " w~~~ i~ AWNING 1. BUILDING COLOR; 4. AWNING, ~ ; m BENJAMIN MOORE SUNBRELLA FABRIC ' ~ H M m ' ICED CUBE SILVER 2121-50 COLOR: FERN 4671.0000 ~ ~ r ~ EL, D,_ D ~D , „ 2. BUILDING TRIM: 5. ROOF: x ~ " z SCALE: 1/8 -1-0 SCALE: 1/8 -1-0 = N • GLIDDEN KITTEN WHITE 30YY781035 STANDING SEAM METAL , . ,o 0 ATAS ALUMINUM ~ M ~ 3. RAILINGS /FASCIA! WINDOW TRIM: COLOR:13 DOVE GREY ~ ~ ~ ~ ~ GLIDDEN KITTEN WHITE 30YY781035 ¢ _ Warp ELEVATOR AND N d ~ MACHINE ROOM STAIR TOWER p~W ro Q a' ROOFTOP PAVILLIO S ELE1 ELEVATOR AND ~ ~ ~ ~ ROOFTOP PAVILLIONS STAIR TOWER MAC MACHINE ROOM 5 5 5 5 ~"J o ro (V r r r Q I 1 0 0 0 0 o a o 0 a o 0 0 ° o 0 0 0 0 0 0 0 ~ DD~aa DD~a4 D~a4 DD~a4 D~a4 D~aa D~aa D~a4 Do4 Da0 0 0 0 0 0 0 0 0 Q fl~ oQ D~ aQ D~ aQ p~ aQ D~ aQ o 0 00 00 00 00 J WfA~ 2 z r o WWW o 00 00 00 00 0 0 0 0 0 0 0 0 1 Do0 Do4 Do4 Do4 Doa D~~4 D~~a D~a4 0 0 0 0 0 0 0 0 0 1 °G ° oo ° o mW~ o aQ DD~~aO DDDa~aO DD°~a0 DD°~°a0 0 Z ~ o ° o LL LLI O W O O O~U a o o a o 0 0 0 0 0 0 0 0 Do0 DOO D 4 Do4 D 4 Do4 Do0 D~4a 00 00 00 00 1 D~4a DD°`aQ DD°`°aQ DD°°aQ DD°°4Q ,o 00 00 0 0 o M 1 O p ~ ~ T D D D D D D D D ~o 00 00 D°4 D°a D°4 D a D°a D°4 D°a D°4 ,Q Dp aQ o 0 0 o W 0 00 0~ o0 DD°~QaO DD~~aO DD~~aO D°~~a0 00 0~ o ~ W 1 " t 42 LUMINUM RAILING 0 Z b 0 0 0 0 0 0 0 0 0 J 0 0 0 0 0 ~ 2 Do0 Do0 DO4 Do4 Do4 D~~4 D~aa DD~~4 00 00 00 0~ 0 i DD~4o DD°~a0 DD``aQ DD°~°a0 DD°`aQ m o 00 00 2 b 1 N 1 ~ ~ , 0 FLOOD EL. 12' ' GARAGE EL T-3" o . N T M I C~RI~~~IAf~ WEST ELEVATION EL. 01 ELEVATION 26 JAN. 2045 scue ve"=r-o• SCALE: 1/8"=1'-0" REC'l -'D r~~ MaY ~ 2 2oa5 t:. p"%INGDEPARtMEN GItV QF CIEARWA~R REVISIONS # DATE 1 29 MAR. 2005 2 11 MAY 2005 o ~ ~ has W>~O~ ~~m~ ~ Z N NZNLL. w tFO~o ~QcziF~wa pZ b~i UO ~Q~~ ¢Oq'Ny?~K W~ ~~Omd SOMERSET STREET ro W Q~INV~'~~~utI wx IQO~~ONZ (kF,~oy~~~~ ~~C~W~O ~Qa¢~`~vi ON F? 0 -N4 •Z K F w aa ~ J _W- N _N N N W 4 -1 2 0 N}Z i~ ~ a 6 TRASH • N W 41 W W LL 6. 0 2 I k ~ 0 x 8 0 8~ ~ w N-~ W LL J N J I I • I I I.... • a w z .•..I. , ti a a N - r w 0 ~ U NW Z Z •;I S ~a i I I ~ I _ I :i :I Z o z 0 w 0 W 0 0 _ W r _ _ _ _ w NI-F µCI W C¢ ~~~W~~O ~ N uw.~O~Z~~ Om~~Orcw LOBBY LOBBY ~ LOBBY LOBBY W Woyzo 8k ~ IN OUT ~~WV2eN :~:~:~SE :GIV?k:FOR:~:~:~:~: ~ a~~3 II II :G!lA'# Ri'C~NTIf?N;::: w ~ W ~ _ ~ I . I I II II I I II II II r-----{ E'"I fp N I I ~:,~,,...t G N ~ ~ ~ I I I I ; I I I I W ~ W ~ 'D"^ ~ II II I~ II I i ~ ~ ~ II II , 11 II I I I I I I I I I I I I ~ h N~ W ~ II II II II ~ II II II it ~ II II , 11 11 11 II II m I I I I I I W C II II II G II II II it II II II II II II 1 I I ,.n. Ley Q~ 7 ~ I i t I I ~ ~F-~ w W~ Z II II II I I 1 1 I I 1 1 I I I I I I I ~ 1 1 I I I I I I I I .y_~"'1 a II II II Z NZ I I I I I I `tea - U= (Q 0 :.':~':0'~ ~ I I I I I I I I I I II II II it II I I I I I I I I I I I I I I I p:. .M V M II II I II II -J II II II II II II II II II II I I I I I I ~ W+h~d w~ ..I ¢ II II II II II II II II II II II I II II P.'.•.'..'.•.•.'r.'.•.•.•r.•.'..•.'.•. ~ C. I LL II II I II II II II II II II I I I I I ~ I I I I I I I i i I I L'.'.'.'.'.'t~ f~ N N Q. II II I II II II II I 25 CARS II II II II II II I II II I I I I I I ~ N' Q II II II II II I I I I I I I I I I I I I I C`I II II II II II II 7 II II , II II I I I I I ~ I I I I II II , II II II II f~ II II II I I I I l i 1 1 I I II II , II II II II II II II II II II II II II II II II II , II II - TRASH I I I I,; I I I I II II , ii II II II II II II II II II II I I I I i t I I II - II II II II II , II II it II II II II II 11 II II I I I I I I I I II II II II II II II II II II II II II ~ I I I I ~ ~ I I I I II II it II II II II 1 1 I I 1 1 I II II O I I I I 1 I I I I 1 1 I i I 1 I I I II I 1 II I I I I I 9- I W U) II M I I ~ ~ i t , ; ~ TYP. I I W~1i. II II ~ II I I ~ ~ , , II ~ ~ II I W II L I I ~ ~ 1 II O^. ~ ~ II i I '/fir' I I 1~ Q I ~ ~ I i i mW5 I r i i i i i i QOQ i i i ~ U~~ I ~ i i i i O~U J W W J IVIL:.• .R'r:::,i:::,::!::~:~:~:~:~»: ::~>:}:::::::::i,:~»>:' :::::::::?::';':':':':';':':':'':';':'";':':`':':';';';':'':':':`':';'';':':';';';';':':':':':"':':':':':'":':':';';';':':'":`':'':'':'"':':';';':';'":':':I }:'?i?;~ir'r;~ii?•rr:,~ }.:};i::>:~:~:'~>:~:>:: S E C Fd SAT ~R R~ T •NT' , W :~:•i:l F ~"~I~~>:•:«~»::•:•:•:•:::~>:~: ii?'r'r?:~:•));~.:C i'ri:':':{ ri?:~i}:';C!~):~:.;{:;:,:,:,:,;,:,, .;(.'r: 'r:':~:';v:'?i?i;:};{{{{?:;.,{::,.;i.;(i{:;:,':~}).•:'C..,:,:::;?;;;::::::`::.:::::;::. :>ti:;, Q J W W J SCALE: ~/8"=1'-0" ~A ORIGINAL RECEVED 04 FEB. 2005 MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER REVISIONS i u # DATE 179 -2 1 04 FEB. 2005 2 29 MAR. 200 3 11 MAY 2005 . I LOBBY LOBBY TERRACE TERRACE TERRACE TERRACE TERRACE RRACE TERRACE LOBBY TERRACE LIVING LIVING LIVING LIVING LIVING LIVING LIVING LOBBY 15'-9" X 16'-4" 20'-0^x22'-7" LOBBY 20'-0"x22'-7" 20'-0"X22'-7" LOBBY 2o'-o"x22'-~" 2o'-o"x22'-z" LOBBY 2a•o"x22'a" 0 ~ a I I I a I I I I I I I , I I ~N~.. "~y8~OC a I I I I I I I I ~ I I I OW }U I Zt maa ~ ir~Go~°~ I I w wFS~a KITCHEN KITCHEN KITCHEN KITCHEN KITCHEN HEN KITCHEN KITCHEN ~ ~ ~ a' ~ w a ~ z~k<y~~ I I I I I ~ ~ N~Z~K I I i i I I ~ ay~ ~mmd I I 2o~ULL9~ N m ~x~¢~~ ~ZWO a w aooa~yN DINING DINING ~~~NW~o N I I I , 14'-10"X10'-2" 16'-1"X10'-10" I W LL ~W Q~p 8Z°~~QU ~J ~ N DI G DI G DI G DI G G DIt~fNG N~~~~ow 11'-3"X14'-2" 11'-3"X14'-2" 11'-3"X14'-2" 11'-3"X14'-2" !"X14'-2" 11'-3"X14'-2" ~ ~ ~ ~k ~~N~O~W BEDROOM #3 BEDROOM #3 BEDROOM #3 BEDROOM #3 BEDROOM #3 BEDROOM #3 BEDROOM #3 ~ Z w ~ a = ~ 11'-2"X12'-0" 11'-2"X12'-0" 11'-2"X12'-0" 11'-2"X12'-0" 13'-1^x1o'-10^ TERRACE TERRACE TERRACE 14'-2"X12'-7" o ~ ~ ~ ~ ~ 11'-2"X12'-0" ~ W w o 0 TERRACE RACE TERRACE ~~~W;~ffi ~~y°y~~~~ ~m1oUolVyyU xa~ W S w~~'Q2WU q ~yo>a~~ wO~o° k ~~UUpO~ ~'w gt~ ~~rc~3y~ ~"a~~o~~ TOTAL LIVING SPACE: 2,25$ sq.ft. TOTAL LIVING SPACE: 2,468 sq.ft. TOTAL LIVING SPACE: 2,468 sq.ft. TOTAL LIVING SPACE: 2,468 sq,ft. TOTAL LIVING SPACE; 2,468 sq.ft. TERRACES: 344 sn.ff. TERRACES: 318 sn.ff. TERRACES: 318 sn.ft. TERRACES: 318 sn.ff. TERRACES: 318 sn.ff. I.68 sq.ft. TOTAL LIVING SPACE: 2,468 sq.ft. TOTAL LIVING SPACE: 2,406 sq.ft. ',18 sn.ff. TERRACES: 318 sn.ft. TERRACES' 318 sn.ft. H O N ' ~ ,....q O N ~ J m N eh C~ W N LL1FN ~ ~ W H yrm 1~.y..t-.. M ~L~»Y ~ ' r SCALE: 1/8"=1'-0" x ~ ~ Z J=m0 VM- oG~ JQ ¢xaF W Q UJ 179'-2" N ~ C9 * ~ O W m a ~ ,x'l .z... M F • LOBBY LOBBY 0 TERRACE TERRACE TERRACE TERRACE TERRACE LOBBY p! TERRACE TERRACE ~ TERRACE J - WfA~ MASTER BEDROOM MASTER BEDROOM MASTER BEDROOM MASTER BEDROOM )OM ® ® MASTER BEDROOM MASTER BEDROOM W W W ® ® " " " " ® ® " MASTER BEDROOM 15'-10"X13'-3" 20.0 X19.6 20.0 X19.6 20.0 X19-6 20'-0"X19'-6" ® 20'•0"X19'•6" 20'•0"X19'-6" ~~Q m LOBBY LOBBY Z~~ LOBBY WON IQ ~ ~ ~ o~'~ r-- r---- r-- r---- r-- I I I i I I I' I I I r---- r-- I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I ~J ~ 'CJ ~ d' 0 0 0 0 0 M ^ ~ I I I D r JJ I I o a ~ J J BEDROOM #2 BEDROOM #2 ® BEDROOM #2 BEDROOM #2 QOM #2 BEDROOM #2 13'-0"X13'-0" ~ ~ 13'-0^X13'-0" 13'-0"X13'-D" 13'•0"X13'-0" "X13'-0" 13'-0"X13'•0" I I I i I I I I I I I I I I I I I , I I BEDROOM #2 ® TERRACE ~ ~ TERRACE TERRACE ~ TERRACE 16'-2"X12'-8" o ~ ~ ~RRACE TERRACE ~ ® BEDROOM #2 L---- ~ 14'-2"X16'•2" IGINAL C~ R RECEIVE D MAY 12 2005 18 JAN. 2005 LEVEL 3 & 5 - (UNIT SECOND FLOOR) PLANNING DEPARTMEI6 SCALE: 1 /8?'=1'-0" OITVOF CLEARWATER 2 REVISIONS # DATE 1 04 FEB. 2005 2 29 MAR. 200 3. 11 MAY 2005 - 4 I I I I I I I I I ~ I I I I T IXTURES ~ I I LI T FIXTURES ~ I I LI T FIXTURES LI F ~ i I ~ I I ~iT FIXTURES I ~ I 1~ I 1~ ~ I I 11 ~ - - - - - - - - - - I COVERED COVERE I~ ? I k~OVERED COVER I I ,G~OVERE L~OVERE COVER I~ /~i I ~ i I i I I I , AREA AREA I I , AREA AREA I , AREA AREA AREA I I I I I I I I ~ I I I I ~ I I ~ , / I ~ / I , I ~ ~ / I ,y I / I I I ~ ---5------ I ~ I I ~ I q~ ~ I ~ I I I I I V I I I I I I I I i I I i I I I I I I I I I I I I I I ~I I I ,I I I I I ~ I I I I I I i I i ~I I I I I I 422 s ft ' 7 s 577 s ft I q 577 s ft I 5 7 ft , 577 s ft ~ft 577sgft I ; 576sgft I I q q q q I I I ~ I I i I I I I I I I , I o I i I I I I I I~ I I I I I I N I I I I I I~ i I I ~J}~°~ i i i Z~ ma~~ I I~ I I IN I I I~ I I I I I I~ I rc~~°zLL adWFO_~a I I~ I I I I t I I N I I I I I I I I I I I I ~ I ~c~~j~~-w_ggwa mJ~ I E VATOR I F~VA'FDR I I F~VATOR I ~ I EQUIP: EQUIP. ~ E~VATOR I ~~o~NO~ I / EQUIP. ~ I I ~ I I ~ I I / ~ I I I I I I / EQUIP~\ ~ ~~~N~~rc I rc sow' / \ I. ~z~gLLOw I I I I I/ \I I~ \ x~ I \i -----,I I ~ \ I oo~~w=~ a~og~~~' 4~ ~~JW~O ~~~Q~zzNzz ~yzy2~Z 3'-6"HIGH WALL 3'-6"HIGH WALL z~~N ° ~~j~N WyO ~~~~a~~8 2.tis ---1------, ~2• I 74 ft 674 s ft 674 s ft 674 s ft I 550 s ft 6 s q q q q q 674 sq ft 551 sq f~~ 'I ka ~WZ~ I I I , I I ' asw°~~o~ I ~ / I N~E~~LLW I I \ / I ~a~dw~~~ I \ / I y~a~~>w _ / ~ / ~ N o I ~ ~ I , ~ I ' I I I Y I ~zNwc'~~ I Y I I ~I ~I I I =8~~~~~ - I I I ~ I I COVERED COVERED~~ I I I ~ COVERED COVERE[Y I COVERED AVERED COVERED~~ i I oW~oF~~ I I n, ' ~ I I AREA ARE/~~ I I AREA ~ I >1 , AREA ARE/ I~ I I I~ ~ I~ , , I~ I ~ I ~ AREA AREAS I~~' ~I ; ~~~~~=x~o I I w~o$ ~nra~' - , I I ~ I I I I / I I I ~m~c~~aw I I I I I , I I ~ I I a~~¢~Z~czi „ I I I I WNW~KT~~ 1, I ~d~?~rcsk I ~ I ------Z3,--------- ~ / \ I ~~~~Z~s I ~ I I / \ ~iapp°Nm I WVI K I ~ ~ I I I ~~~mo~~ I/ ~I - - - - - - - - - - 1 I/ \I ~-----------y ^S H tp N I C1/CI ~ _ Df1f1~ I C1/CI U ~ N M W~ N ~~WF~~ H N..ro ~ M r... O ~ x~ Z SCALE: 118"=1'-0" = N Z J U M 0 J ,y F d' J Q' . f ywuer~ Q W Q N a ~c o ~ w way 32. ~~5' ~ ~Z.L~ x ~ ~ V V~ _ . ~ x 29.'1 s `3 . - ~ r ~ 13 I ~ S~ s ~.'LS 3 = 114. 12 N~ - ply E~eJO.~'or~. 1'~ x L K . G~ LL = ~ 1~, ~ Pa O ~ 9 b, V,/~ 3 W W W L.Mi. rr~ ~lo.L~' ~l3 W , -I x h 3. ~3 1~9,~~ WOW O~V W W 1'~ W O O ORIGINAL RECEIVED 18 JAN. 2005 MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER ~ _ 1~ <; ; UND BRASS DISK IEA.S7f°9 ]R'~N]E]LILAS C r ®~7N°7C 1 ` IN SEAWALL STAMPED 15-90-DA-09 151.73 ' S04° 55' 53 E LEGEND: 1 I on FLOOD ZONE I VE (EL.13) 1 = DENOTES .PALM TREE -SIZE INDICATED N I FLOOD ZONE AE (EL.12) ~ =.DENOTES CEDDAR TREE -SIZE-INDICATED ° FLOOD Z( w . N FLOOD ZONE AE (EL.11) 4 =DENOTES TREE UNKNOWN -SIZE INDICATED ON =DENOTES SPRUCE TREE.- SIZE INDICATED O~ 0 =DENOTES WOOD POWER. POLE frl 1 =DENOTES GUY WIRE d ANCHOR =DENOTES EXISTING GROUND ELEVATIONS 4.z7EP = DENOTES EDGE OF PAVEMENT ELEVATIONS i 4,52ec _ DENOTES BACK OF CURB ELEVATIONS SANITARY MANHOLE I FCM =FOUND CONCRETE MONUMENT RIM EL. = 4,91 FIR =FOUND IRON ROD SANITARY MANN( INV.EL.=2..16 E T$M ITARY MANHOLE FCIR =FOUND CAPPED IRON ROD No. 2 ~ RIM EL.•4.57 ° SPKN EL.~5 I INV.EL:=1.37 EL.•4.57 FIP =FOUND IRON PIPE ,65 / S ° INV.EL.=1.56 W EL:=1.37 S RPIP =FOUND PINCHED IRON PIPE N EL.=1.56 W =RADIUS ° ~ I FIRE o-: 0 1' INV.EL.=1.49 E EL.=1.49 E I A =ARC DISTANCE w ; I HYDRANT INV.EL.=1.51 N rn ° EL.=1.51 N ~ CB =CHORD BEARING ~ ~m WOOD & CONC. D =DELTA o ~ ° BARRIERS T' •s .p y~ 0'' y ~ ~ Q ORB = OFFICIAL RECORDS BOOK ~ ~ ~ soM ~ ~ s~T a STR T _ a EE ~W z I ~ 1 ~I~ OHW =OVERHEAD. WIRES I PG =PAGE 0 20 y? - ° n ey o" 40 RIGHT-OF-WAY ~ I yry I 6. 1 PB =PLAT BOOK 40 O y ~ I c >RM ~ 8"CLAY 8"CLAY (M) =PLAT a o.7' ooNC. ~Q by S89° 281 1. - 05 EfM)199.32 fM) 0/A R_ =MEASURED 10 ~ wALL slcN we S89° 30'41"E(P) 200.00'f P) 0 ~ yc, ~e /A k6~ (F) - F I EL D WM WM ~ 6 bbg6 g~~q~ ~66~ ~ ,EQG (R) =RADIAL ~~e~ ~QO ~ (C) =CALCULATED o ~ n ' WM 5„ y~ 0 1 y~~.y6 wM S89 30 41 E 161.91 0 Q FIR /e 6. y h~~6 ~1oti0 sc/o sroRM MANHOLE (D) =DEED ' FCIR ~/e" ~ tN0 ID) I WM LS 3747 WM M 50 (PI CONC. ~ 18 RWM ~ --20 $8 o I u , I ASPHALT 5Q RWM ~ RWM 9 30 41 ~ 150.00 fP) 10" p ~I II RIM ELr4J5 FND ` = FOUND ry s °p PAVEMENT SLAB OOD y ~ ~ 50'(P) 1 , iD,~ 'mil B" RWM dl I INV.EL.• 2,51 N C i ~ ~m~ ~ INV.EL--2.54 s LFF.EL. = wAWEST FINISH FLOOR ELEVATION ' e~ I TEPS ,~o a0 s~ 2 50 (P) 50'(P; k 1D 50'(P) t~° t3° °II INV.EL.• z.so w WM TERMETER N _ O y, e`•' W00 0,3' ~ d~ ~ 28,4 12 ~1 ~ FIR I/z" t2' Mtn k9f RM =RECLAIMED WATER h1 ° g DEC ui ~ 5.3 g• 1p° 0 6 4.8 12.7 10.. (NO ID) ~ BFP = BACKFLOW PREVEN INLET III LP TER V' _ " cn k ~ ao ° CONC. ~ _ =LIGHT POLE t0„ ~II ID =IDENTIFICATION y, I ~ 4.8, ~ CARPORT- ° _ . X0.4 ~ {1) STO - ~ I I RY C.B.S. 'll II SPKND =SET PARKER KALON NAIL $ DISK ~ ~ ~ I FPKND =.FOUND PARKER KALON NAIL 8, DISK ~ 18.9' 0.00 12' WODD-FRAME ~ 3'6" ® o ~ LOT 3 ~ -2.5' ADDRESS No: 21 1 ~ LB =LICENSED BUSINESS O BLOCK 2 0.7'X2' CONC. ^ 1) STORY C.B.S. _ OW o LLF,ELr8.73 a- ADDRESS No, i9 1 ~ LOT 4 BLOCK WALL ~ o ~ ~ 1 12' 10" ~ I~ CONC. =CONCRETE - BLOCK 2 o LLF.EL.•?.92 I~ d. 15" 10 8 11" pO ~ 15.2' 18.4' °D r7 6 ~ 9 =~)l L ~ ~ ~ ry1~ry0G 6~ W 6 I , „ I : ~ 0 1s.1 LOT 8 10 ( a• a~ e 9 n. k y II k~l s „ LOT 5 °s o~ LOT 6 ~ BLOCK 2 ~ ( FIR /e BLOCK 2 I ui ~ Z A/C STEPS LOT 5 LOT 9 ~17° ~ (NO ID) ~ ~ BLOCK 2 .4 ~ ~ 14" BLOCK a ry s 15.0 ? 12 13 BLOCK 2 ~ i 1 ~ 9 ~4 0~ a i n 11.3 6 N89 2016 W 62.02' - o ~ry n. 12" 15" z W ~ Cr ~ 14" 3-6..., I W STEPS 1~" t3 1D ~ II N 14 ~ 8„ a, qa ~ 30.4' B„ ~'jg~~ 14" o LEGAL DESCRIPTION: 6y ~ y ° io 10.8' y e y f--~ METAL „ y a M ,60 (1) STORY FRAM ~ LOT 7 14.. 12 6 ~ II I A PARCEL OF LAND LYING ° ° L.F.F.EL.=8.45 SHED o c2} sroRY c.es, BLOCK 2 ~ fr,13° N IN SECTION 5, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA. BEING FURTHER DECRIBED AS FOLLOWS: I ON a LLF.EL.~7.40 ° 11 ~ a , I a w 6• 13' 0 16 12" 1 z o s.1 2.8' 9 11„ ~ z PARCEL No. 1 FIP 5 Q ~ , .o' 30.4' CONC. WAL ~ PP : 10,8' (N0 ID) ~Q ~ ~ ~ LOT 6, DLOCK 2, REVISED MAP o" o N89 27 21 W 50.07 ~ ~ OD FENC 16 13,. 4 , r 5 ~ ~ EPS 6 NlDOD O FCIR IP 50,0 / 0 (P /a z ) 6' NlODD FENC hti a~'yti~G I ( O Q THEREOF,; AS RECORDED IN PLATOBOOKEIRWAPAGEBSAOF~1'HECPUBLNC RECORDSMOF PINELLAS 12.4 - i ~ ti6 o LS 374 \ o ID} N89° 29'59"W (1) STORY 2-6" 2-6"2_g„ _ ME A ~ Q ~ ~~ti COUNTY, FLORIDA. g~, ~ ~ h . : -1 6 6'WoOD ~ c.es. METAL ASPHALT 2 Lo A FENCE (T I CARPORT SHED _ YPICAU SHED - PAVEMENT 1 , LP CONTAINING 4,357 SQUARE. FEET, OR 0.1000 ACRES MORE OR LESS. t r I (2)-STORY o I I , ; o z Ng9 29 59 W 150.0 . O h (i WOOD FRAME. 0 fP) (2} STORY ~ I 12 ~ I II ~o~ c2} sroRY c.es. PARCEL. No. 2 z a „ ~ cn (12 6~ ~ ~ N89° 29'58"W QQ ~ ~ Q -I h~ ° 1 11 N89 30 44 W 199.93'lM) 0 I ~ o o ~ LOTS 7, 8 AND 9, BLOCK 2 OF REVISED 12 C y' 1~ ~ O n 00 " I MAP OR PLAT THEREOF, AS MAP OF CLEARWATER BEACH, ACCORDING TO THE RECORDED IN PLAT BOOK 11, PAGE 5 OF THE PUBLIC RECORDS C ~ ~ ~ ~ - I o~ ~~k.~y0° OF PINELLAS COUNTY, FLORIDA. 0. O RE ~ VISED MAP OF CLEARWATER BEACH i ~ z COLONY SURF, A CONDOMINIUM w Iv I I i. PLAT BO K 11, PAGE 5 a ^ ~h d' p' I °Q I 9" CONTAINING 13,075 SQUARE FEET, OR 0.3002 ACRES MORE OR LESS. "i ~ CONDOMINIUM PLAT BOOK 68 P ~~a ro ~ AGE 49 6„ LOT 14 a ~ ~ o co ( 0 LOT 12 ~ LT . 13 LOT 11 BL w z m OCK 2 f LOT 10 LOT 10 TOTAL ACREAGE = 17,432 SQUARE FEET, DR 0.4002 ACRES MORE OR LESS. - N BLOCK 2 BLOCK 2 BLOCK 2 B ~ ° ao LOCK . o ASPHALT ~ BLOCK 2 ~ 3w PA - V r EM ENT o 3 : - I~ rn z ° (1) STORY r o F I 00 ~ N z s I o RAME m Z ~ ~O I 12 I o Q °O ~°~e° I O ~ ~ bp11 6.0' \ yy ~ I k~9 NOTES: s ~ 1. BEARINGS SHOWN HEREON ARE BASED ON THE COASTAL CONSTRUCTION CONTROL LINE REFERENCE ~ g 11 6• / MONUMENTS 15-90-DA-09 AND RO40 PNLS97 AS PROVIDED BY PINELLAS COUNTY FLORIDA, HAVING 0~ „ r y' wM 50'(P) y' 12 ~ I A BEARING OF SOUTH 02°23'19" EAST. FciR a° 50 (P) 50'(P) yy 0---oHw oHw ~S a~ w 50 (P) 2. ELEVATIONS SHOWN HEREON ARE BASED ON N. A. V. D. DATUM OF 1988. WPP FIRE ,y OHW WPP OHW N$ ~ '1 50 9 2918 (P) 200.00'(P> YDRANT y' y~ a o , 50'(P) 3. BENCHMARK -PINELLAS COUNTY BENCHMARK MAP No. 148, BRASS DISK IN CONCRETE P y yy~o6 50,0'fP)50.2TfM) btip< 2' CONC. GUTT N89 28 53' (M) 200.00'(M) FIP s QI STAMPED F-3. PINELLAS COUNTY: ELEVATION = DST, FOU o I II 6' ER 6.9~ ND BRASS DISK N89 .2918 W 6. IN CONCRETE SEAWALL 8"CL Y ~ (1988 'DATUM). 3.508 (1929 DATUM), CABINS ELEVATION = 2.72 {NO ID) ~ I q. THIS SURVEY WAS BASED ON THE TITLE COM A STAMPED R040 PNLS 97" 6e y CAMBIA STYE T y ~ FUND,, MITMENT DONE BY ATTORNEYS TITLE INSURANCE INC. AND WAS PROVIDED TO OUR FIRM BY: JOHNSON, POPE, BpKOR, RUPPEL & BURNS, LLP. 1 0 I ~ 40' RIGHT-OF-WAY TITLE COMMITMENT No. CF-1341934, DATED: JANUARY 13, 2005 AT 08:00 A. M. THERE MAY BE ~ y' ~y y~y m 26' ASP -`~I` y 6 I ti ~ HALT PAVEMENT 0 k 2' CONC. GU ~9~ 8"CLAY ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. - 8''CLAY 5. ALL PROPERTY CORNERS ARE SET CAPPED (5/8") IRON ROD, LB 6928 UNLESS pTHERWISE NOTED. TTER I ~ _6. FLOOD ZONE INFORMATION: ~ COMMUNITY PANEL No.: 121030 0102 G I Q FLOOD ZONE: ZONE AE (EL.11) AND AE (EL.12) TAM U REVISED. MAP DATE: SEPTEMBER 3, 2003 No,1 i SPKN EL,=5.78 I III ~ SYMBOL LEGEND SANITARY MANHOLE ~ 0" DENOTES P RIM EL.m5,63 ALM TREE SIZE INDICATED SANITARY MANHOLE AL INV.EL.=2.12 E p 10 DENOTES UNKNOWN TREE -SIZE INDICATED RIM EL.=4.72 INV:EL.=1.14 S 0 10" DENOTES APIN E TREE SIZE INDICATED 1 INV.EL.=1.25 W A TREE L I INV.EL.=1.36 E ABELED TWIN IS 2 TRUNKS MEASURED 4` AB OVE THE GROUND FROM 1 MAIN TRUNK, I INU.EL.=0.92 N { " ,I TRIPLE IS 3 TRUNKS MEASURED 4 ABOVE THE I GROUND FROM 1 MAIN TRUN K CERTIFIED T0: M,~Y 1 ~ ~pp~ I oc~AN BREEZE, LLC ~~ANNINGDEPARTMENT JOHNSON, POPE, BOKOR, RUPPEL & BURNS, LLP ~iT~QF~~EARWATER " ATTORNEYS TITLE INSURANCE FUND? INC. Q FIRST NATIONAL BANK GRAY,, ROBINSON, P. A. ° ~~D.N'~]E~~E°~C I,E IN .~.~T I~ 0 Tom.. ~Z.T iTE Il'J G. ~JC.,]~A 1~. A.~`']E ' Jl.Jly Jl' ~Il'~TG, ,L1~) ~ ~ SCALE: n ~ FIELD BOOK: N PROFESSIONAL SURV EYORS AND MAP ) MAPPERS ~ ~ 1 °20 99152A LAST TE OF IEL WORKS OECEt~ER 10, 2004 DRAWN BY: PAGES: _ FOR:OCE 8016 OLD COUNTY ROAD No. AN BREEZE, LLC 5 4 02/03/05 1 REVISED SURVEY PER TITLE COMMITMENT BY: JOHNSON, N E VV v 54 POpE, soKOR, RUPPEL d BURNS, LLP BAK 200 BRIGHTWATE P O R T R I C H E Y, F L O R I D A 3 6 R DRIVE SUITE 2 4 5 3 PATE: Na: 3 4 6 5 3 ~ BAK 6-7 " REVISIONS n1 C'ACIIfATtTeS OFFICE: 727-R~Q-~~an C~~. ~ ~ ~ _ _ 02/04/05 CHFCKFn qYe rn r H n. r G! -0 J~ G ! 0 4 -b 'I BRUCE A. KLEIN'REGI5TERED PEND N6.-`S052 XXX D LB L_ g 6928 FLORIDA SURVEYOR m NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL JOB No.: SHEET No.: ° OF A FLORIDA LICENSED SURVEYOR AND MAPPER 040136.2 1 OF 1 ° iO I SIEC~g®N 5, 7C®~NS]E~g][~ 29 ~®~T~IE~, ]f$AN~]E ]EA~.~~', ][~~NIE~,]L.~S ~®~JN~°~", 1F"~,8 FOUND BRASS DISK IN SEAWALL STAMPED 15-90-DA-09 SYMBOL LEGEND 151.73 S04°55'53"E 10" DENOTES PALM TREE - 5IZE INDICATED " 10" DENOTES UNKNOWN TREE -SIZE INDICATED 10" DENOTES A PINE TREE -SIZE INDICATED e Q A TREE LABELED "TWIN" IS 2 TRUNKS MEASURED LEGEND 4' ABOVE THE GROUND FROM 1 MAIN TRUNK ~ ~ "TRIPLE" IS 3 TRUNKS MEASURED 4' ABOVE THE = DENOTES PALM TREE -SIZE INDICATED ~ I GROUND FROM 1 MAIN TRUNK cn ° Cn ~ =DENOTES CEDDAR TREE -SIZE INDICATED WN 0 =DENOTES TREE UNKNOWN -SIZE INDICATED = DENOTES SPRUCE TREE -SIZE INDICATED t0 N tD ~ 0 =DENOTES WOOD POWER POLE frl =DENOTES GUY WIRE & ANCHOR o I ~ =DENOTES EXISTING GROUND ELEVATIONS N ~,z~EP =DENOTES EDGE OF PAVEMENT ELEVATIONS 4,52BC =DENOTES BACK OF CURB ELEVATIONS w _SANITARY MANHOLE SANITARY MANHOLE JHOLE FCM =FOUND CONCRETE MONUMENT Q R!M EL. = 4.91 ~ RIM EL=4.57 FIR = FOUND IRON ROD ~ T$M No. 2 INV.EL.=1.37 S INV.EL.=2.16 E FCIR =FOUND CAPPED IRON ROD _ cn SPKN EL.m5.65 INV.EL.=1.56 W o INV.EL.=1.49 E ~ I FIP =FOUND IRON PIPE FPIP =FOUND PINCHED IRON PIPE ° INV,ELa1.51 N O (n I FIRE R =RADIUS 0 20 40 O ~ HYDRANT A =ARC DISTANCE VIII ° Q CB ~ =CHORD BEARING ~ = ° WOOD & CONC. D m ° BARRIERS o~`•'~ ry~ e~ 6~ ~~r D ~ =DELTA 10 g SOMERSET STREET ro I ORB =OFFICIAL RECORDS BOOK ~ 0 40' RIGHT-OF-WAY OHW =OVERHEAD WIRES • ~ w z °i coo n o~ h° h 8"CLAY 8"CLAY PG =PAGE g^ ~o I gry o a° g S89° 28'05"E(M)19 ' PB =PLAT BOOK ~ (}RM ~ ° r rr 9.32 tMl - I a~ g~ S89 30 41 E(P) 200.00'tP} k61 ~ (P l =PLAT (M) =MEASURED OJ CONC. as k. .,o ~ Q Q WALL SIGN ~yg 0o h~ gg~ ~ ,~~Qgo ha`~QO ~ h~4 g g g' o,~ 6 g g p g~ b WM WM WM 6 0 p gb, g .y6 y~,~be~' "'o~G SC/0 ~ STORM (MANHOLE (F) =FIELD 5/8 ° , „ , a a FIR 18" WM 0'• WM S89 30 41 E 161.91 (NO ID) RWM p II RIM EL.•4J5 (R) =RADIAL „ ~ II INV.EL.• 2.5t N (C) =CALCULATED RWM Q 10" 8" RWM FCIR ~8" 50'(P) CONC. 50'(P) RWM ~ , „ , g RWM 13 ~~600 ~ INV.EL.• 2.54 S (D) =DEED 7 WM M ASPHALT y sLAB ~ 50 (P) ~s 50 (P) 12 50 (P) 50'(P) 13° LS 374 i0'(P) t3° Nli INV.ryL,• zso w FND =FOUND I e °D PAVEMENT rn WOOD og ~ .e~ ~ 10 F''I STEPS FIR I/2" 12' M~ a~ LFF.EL. =LOWEST FINISH FLOOR ELEVATION (NO ID) ~ ~ WM = WATERMETER I 6ry I - 11.3' 28.4, 12" (P Z ~ WOOD 0.3' ~ ~ 10 10•' p 6g DECK 4 ~ 12.T g6 h~ INLET III RM =RECLAIMED WATER r g1 ° 6' ~ CONC. N 10't~ ~II BFP = BACKFLOW PREVENTER '~}5 I~ If LP =LIGHT POLE ~ 0°4s' CARPORT ~ g (1> STORY C.B.S. I ID =IDENTIFICATION W X0.4 (1) STORY C.B.S. WOOD FRAME o - - ADDRESS No. 19 ADDRESS No. 21 ~ 3 6 ~ SPKND =SET PARKER KALON NAIL & DISK ' ~ I r 12 LLF.EL.•8.73 M pp LLF.EL -7.92 2,5 ~ 10" ~D" ~ f~ FPKND =FOUND PARKER KALON NAIL & DISK LOT 3 ~ 18.9 b 12 „ o BLOCK 2 0.7x2 CONC. a ~ 15° 1D s t1" ~ LB =LICENSED BUSINESS LOT 4 BLOCK WALL o 61 1s ono aryy"°`' CONC. = CONCRETE h (n , h. i 6~ ,y, _ BLOCK 2 ~ 15.z 3.8 , r, p~f ~ w ~ 19.1' LOT 8 1D s ~ k' 1 I a" a a~ / h 1T 9 ~t~" ono 6~ ~ BLOCK 2 LOT 9 1T LOT 5 ,d. ~ L4T 6 ~ A/c STEPS BLOCK 2 ?CK 2 41 5 „ BLOCK 2 ~ BLOCK 2 s 15.0' 0D ? „ 14 12" 13 13 I FIR /8 s ~4 ( 13 13" 1 (NO ID) °O 11.3' 6`~ y~ cn 12" 15" h a 3-6.,.. h o t o , O w 14n 113° 10" ~ - , 6~ N89 2016 W 62.02 Z STEPS 0 14" g" 13 V ~ g~~ ~13" 14 ~ 1 W ~ ~ hb ~ i h ~ 30.4 ~ 10.8 0 ~1 I _.i 12.. h' O - 14 g~ g' - ~ (1) STORY FRAME ~ ~ ~ 13" ~6 °o I ~ LEGAL DESCRIPTION: to _ _ . bti _ . ~ 0 1 0 (2) STORY C.B.S. 11•• BLOCK 2 ~ ~ 13'• M 'g• ~ L.F.F.EL.=8.45 o w 6• ° cD N LLF.EL.•7.40 N w O N I 8.0 _ 6.P h' 12" i~ ~ Q ~ A PARCEL OF LAND LYING IN SECTION 5, TOWNSHIP 29 SOUTH, RANGE 15 EAST, ~ ~ ~ CITY OF: CLEARWATER, PINELLAS COUNTY, FLORIDA. BEING FURTHER DECRIBED O ~ q ~r 2.8' 11.. 1B" Z 30.4' h 0.8' 14" I 'CONC. WALK WPP g°~ 14' 1 " ' OOD FENC 13" 4 6' WOOD FENC o ~ ~ I AS FOLLOWS: NOOD FENC h~ a^yti~ } O Q ' N89° 27'21"W 50.07' •8' i ~ h" s EPS , Q LOTS 6, 7, 8 AND 9, BLOCK 2 OE REVISED MAP OF CLEARWATER BEACH, ACCORDING TO FCIR 5/g" FIP /2 'x METAL (1)STORY 12'4 2-6"2-6"2-6" ME ALA 6~ ~ LS 3747 (NO !D} SHED C.B.S. M TAL F° ASPHALT 2 6 SHED g" THE MAP, OR PLAT THEREOF, AS RECORDED iN PLAT BOOK 11, PAGE 5 OF THE PUBLIC D g 00 ~ CARPORT E w V cn ~ti 6~ 6 WOOD ~ (2) STORY SHED - PA EMENT FI FIP 5/g" L II p ~ T RECORDS OF PINELLAS COUNTY? FLORIDA. FENCE (TYPICAU D WOOD FRAME o i n r (2) STORY C.B.S. (h N89 29 58 W 200.00 tP) sTORY c.es. ~ ~ Q I CONTAINING 17,431 SQUARE FEET, OR 0.4002 ACRES MORE OR LESS. r I ~ ( ~ o r u r Z g~ ! 5 N89 30 44 W 199.93 tM} ~ o~ ~ 0 0 1z i ` h ~ s I 12 6 Z ° ~ to p ~ 41 a 00 ~ rte- 9q~0G ~ O O~ ~ C -P I h f~~ n g ~ ~ a REVISED MAP OF CLEARNATER BEACH " DO d. ~ a ~9 ~ ~ ~ 11 P - w _ PLAT BO K AGE 5 I NOTES: z ~ COLONY SURF, A CONDOMINIUM ~ i ~ .4 ~ LOT 11 ao )T 10 oro ~ N 1. BEARINGS SHOWN HEREON ARE BASED ON THE COASTAL CONSTRUCTION CONTROL LINE ~ ~ ~ o. LOT 14 LOT 12 LOT 10 ~ ~ CONDOMINIUM PLAT BOOK 68, PAGE 49 O 6 w LOT 13 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 )CK 2 ; o REFERENCE MONUMENTS 15-90-DA-09 AND R040 P LS97 AS PROVI D Y P N S o ~ I ~ - BLOCK 2 ~ Z .P N o0 ° d. ~ ° N DE B I ELLA ~ o °a COUNTY FLORIDA, HAVING A BEARING OF SOUTH 02°23'19" EAST. ~ ASPHALT ~ o,, ~ ~ I 2. ELEVATIONS SHOWN HEREON ARE BASED ON N. A. V. D. DATUM OF 1988. o PAVEMENT o~ o (1) STaRY r z o f e 3. BENCHMARK -PINELLAS COUNTY BENCHMARK MAP No. 148, BRASS DISK IN CONCRETE o FRAME r '~s•9g „ Z o A°~~ POST, STAMPED f-3. PINELLAS COUNTY ELEVATION = 3.508 (1929 DATUM), CABINS Z \ 1 ~ \ 2 ~ ELEVATION = 2.72 (1988 DATUM). I ~ II a~a 4. THIS'SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. ' 6.0' 1 5. ALL .PROPERTY CORNERS ARE SET CAPPED (5/8") IRON ROD, LB 6928 UNLESS ~ . ~g h~ I OTHERWISE NOTED. .yR ~ S, 6g 6. FLOOD ZONE INFORMATION: 99 ~ 0'` 12 ° h1 • g 50 (P) 50'(P) 50'(P) 50'(P) COMMUNITY PANEL No.: 121030 0102 G FaR e' S0 (P) ~s a7 WM o w ~'HW wPP oHw N89° 29'18"W(P) 200,00'(P) 50'(p) FLOOD ZONE: ZONE AE (EL.12) AND VE (EL.13) REVISED MAP DATE: SEPTEMBER 3, 2003 gy I Q----OHW OHW N89° 28'53"W(M) 200.00' ) Q FIP ~q" ~ WPP F)RE ~g~ a r r ti9 ~ (M YDRANT gg:~ g ~g 50.0 tP)50.27 tM) 6• e~ 2 CONC. GUTTER 691 (NO ID) ~ I g N89° 29'18"W 6' FOUND BRASS DISK IN CONCRETE SEAWALL 8"CLAY ~I CAM~RIA STREET STAMPED R040 PNLS 97 gbe g, - ~,g b• - 40' RIGHT-OF-WAY 8"CLAY 8"CLAY ~ ~ i ~ I I~ I"t L~ ~ ~ ~ 26'ASPHALT PAVEMENT g• ~ gy66 0rykg i 6~0,'~ I 2 CONC. GUTTER Q J U C4 TM 1 ~ No. SPKN EL.=5.7$ SANITARY MANHOLE { SANITARY MANHOLE RIM EL.=4.72 I RIM EL.=5.63 INV,EL.=1,14 S JAS 31 ~0~5 INV.EL.=2.12 iE INV.EL.=1.25 W ' INV.EL.=1.36 E ~~`~~~~~i~'~~~ y~ e~~~~ ~a~~T INV.EL.=0.92 N ~~a~~~~:9~~~t,~4~ i I `i i i ~~y ago, SCALE: FIELD BOOK: NTQ.a, INC. 1ED lL G~ M1 1"=20' _ 99152A 19 SOMERSET STREET KLEIN & STAUB SURVEYING, 11 PROFESSIONAL SURVEYORS AND MAPPEF MAPPERS LAST D OF p- KI ~ 441 C BEB 10.2004 DRAWN BY: PAGES: 8016 OLD COUNTY ROAD No. 54 BAK 6-7 5A 9r (a ID (a C3 Tk- ALS.- 1:2) 1-ff 11 c~ FOR=ROGERS BEACH DEVELOPMENT,LLC NEW PORT RICHEY. FLORIDA 34653 653 ®o 12/16/04 CHECKED BY: 200 BRIGHTWATER DRIVE, SUITE 2 OFFICE: 727-834-8140 FAX: 727-834-8 -834-8150 BRUCE A EG f PSM o XXX ~'[y FLORIDA REG[S~EREDgT A R DATE: No: REVISIONS BY: CLEARWATER, FLORIDA 33765 LB 69 a: 040!36. tlgn Oct. 15. 2004 23:17:31 NOT VALID NITNDUT.TH9!51QNATURE AND ORt¢INAL~RAISED SEAL SOB No.: SHEET No.: LB 6928 OF A FLORIDA LI,OENSW AND PER 040136.2 1 OF 1 ~~`R`~~