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FLS2006-07041 Clearwater ?J Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets ? SUBMIT APPLICATION FEE $ -15 0 CASE #: RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUI RED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 04/28/2006) PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4.202.A) APPLICANT NAME: - ^ -- /3')J ? SH C L ?S?f E L L V r1 ?1"1 1?3 7 MAILING ADDRESS: '2L-4 09aN 5,77Z?j L Lzo?y? PHONE NUMBER-. A2 7 2 8?J & Z ELL NUMBER PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: (Z) - C>?755 FAX NUMBER: CELL NUMBER- /ny7 - 96"?'40 E-MAIL ADDRESS: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: C4C ,0j-7_f IqWjV jr I03VAf &jVI E?$ PROJECT VALUATION: ..._..__ ........... ............. ......__...._......_....... _.._.._._.................. _..._n...................... _...__....... STREET ADDRESS jZ.._ LJ-kGif__.?? i._L7?!G1VU?_•.?? ?/ PARCEL NUMBER(S): ,? ?Z iS ©? tJ ( (s? C 11 C7 PARCEL SIZE (acres): 0,/37 PARCEL SIZE (square feet): LEGAL DESCRIPTION: PROPOSED USE(S): DESCRIPTION OF REQUEST: Specifically identify the request (include number of units or square footage of non-residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) J IEC_ ORIGINAL 'Z w;. IQ it> 4 ( c-I- U) iC Ci f CCY) - P_ 33-5 _ a<:OD v _Sr V' Q ?d V Page I of 7 0 0 Description of Requests The proposed requests are as Follows: 1. To construct a 4-unit town home building on the northwest corner of Booth Avenue and Grove Street. 2. A request for two shared driveways to be located along Grove Street which is a dead end street. The dead end is approximately 150' from the site. The two driveways will serve 4 units. 3. A request for back out parking onto Grove Street from the two shared driveways serving the four town home units. 4. A request to allow the building to encroach into the20' x 20' site triangles located at the driveways and intersection of Grove Street and Booth Avenue. A 0' building setback is required from the right of way. ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATFP • C? DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NOX (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4.202.A.5) SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) X Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA- Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. 4. The proposed development is designed to minimize traffic congestion. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. ORIGINAL NOV 2 9 2006 Page 2 of 7 PLANNING DEPARTMENT CITY OF CLEARWATER . ORIGINAL RECEIVED NOV 2 9 2006 APPLICATION SUPPLEMENT For 124 Booth Avenue, Clearwater PLANNING DEPARTMENT CITY OF CLEARWATER D. Written Submittal Requirements (Section 3-913.A General Applicability Criteria]: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density, and character of adjacent properties in which it is located. The proposed Booth Avenue Town homes are located on the North West corner of Booth Avenue and Grove Street in Clearwater. The lot is trapezoidal in shape the deepest part of the lot is 73.0 feet the narrowest is 47 feet and is approximately 100 feet long and totals 6,000 square feet MOL. The property is located in the Town Lake Residential District. The proposed use of a 4 unit town home is permitted within this district. The zoning supports 4 units on this parcel. Scale The scale of this building is in conformance with the recently constructed town homes on the south side of Grove Street. This building will be larger than many existing buildings until additional redevelopment in the area occurs. Bulk The Building is 87' long x 40' deep with 6'0" side yard setbacks. Coverage The site is 6,000 s.f. The building is 3,480 s.f.. The lot coverage is 0.58. ISR of site is 4,124 s.f. (or 0.687). Thus, available lot coverage is not maximized. Density Only 2 of the adjacent properties have been redeveloped, the town home development across the street on Grove and the Mini storage west on Grove. There is an office building west of the project and residential north of the project. South of the project consists of a fenced off parking area in need of redevelopment and South east is also vacant in need of redevelopment. Character Grove Street is a combination of single family, multi-family and commercial. Booth Avenue is primarily residential. 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. All lots in this block are developed, many developed prior to 1950 meeting no current codes. This will be the first redevelopment project in this block and hopefully will provide a catalyst for redevelopment of the neighboring parcels. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. This development will be a four-unit town home project, two floors over parking. The prior structure was an old residential structure and detached 2 car garage that extends 0 • off the property. This development will have no impacts on the health and safety of the neighborhood. Sidewalk will be provided along Grove Street to meet current Code requirements. The existing back out driveway onto Booth Avenue located at the intersection of Grove will be removed. 4. The proposed development is designed to minimize traffic congestion. The proposed four units will have nominal impact on traffic as driveway access is proposed along Grove Street which is a dead end street less than 150 feet west of the property. This project has been designed with back out parking onto Grove Street. The existing back out driveway onto Booth Avenue located at the intersection of Grove will be removed. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The proposed development of a four-unit Town home is consistent with the neighborhood which is made up of multi-family housing, residential and commercial. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The development of a four-unit town home two stories over parking will not impose on the adjacent parcels. ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • Flexibility Criteria: 1. Height. The increased height results in an improved site plan and/or improved design and appearance; There is no request for an increase in height. 2. All street frontage is designed and used for commercial purposes or is designed so that the use functions in a way which will contribute to an active urban street environment; This is a residential use not commercial; however the project will be providing a brick paver sidewalk along Grove Street where no sidewalk currently exists. 3. Off-street parking. Adequate parking is available on a shared basis as determined by all existing land uses within 1,000 feet of the parcel proposed for development or parking is available through any existing or planned and committed parking facilities or the shared parking formula in Article 3, Division 14; Two residential spaces will be provide onsite for each unit, totaling 8 spaces, to alleviate the need for on street parking. 4. The design of all buildings complies with the Downtown District design guidelines in Division 5 of Article 3. All downtown district design guidelines will be met. ORIGINAL RECEWD NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATFR • • WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) Provide complete responses to the applicable flexibility criteria for the specific 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: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stornwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exerXlr ipq tthhiis requirement. ? If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. RECEIVED At a minimum, the STORMWATER PLAN shall include the following; NUV 2 9 2006 Existing topography extending 50 feet beyond all property lines; Y t Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; PLANNING DEPARTMENT Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure;:ITY OF CLEARWATER A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; Signature and seal of Florida Registered Professional Engineer on all plans and calculations. Q COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) t SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees; TREE INVENTORY; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; / LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to 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 will be used in determining whether or not deviations to the parking standards are approved; 4 GRADING PLAN, as applicable; GiC 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; Page 3 of 7 • • G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A) qj SITE PLAN with the following information (not to exceed 24" x 36"): / Index sheet referencing individual sheets included in package; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; ..... . ......... All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; .. ....... ........ _ Location of all street rights-of-way within and adjacent to the site; - Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; 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 #7011; Location of all landscape material; Location of all onsite and offsite stormwater 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 f orm: Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; ?_ _.. Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. EXISTING REQUIRED PROPOSED 4100 0 ?e REDUCED COLOR SITE PLAN to scale (8 %2 X 11); i AW 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; ORIGINAL Lot lines and building lines (dimensioned); RECEIVED .... .............. Streets and drives (dimensioned); Fn(?, J n Building and structural setbacks (dimensioned); NO V 2 9 ZPu6 ..... ............. Structural overhangs; _ - -T11 rtN OF Page 4 of 7 • H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4.1102.A) 0 LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): All existing and proposed structures; Names of abutting streets; ................. Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; - Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); ................ . Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); / Irrigation notes. ® REDUCED COLOR LANDSCAPE PLAN to scale (8'/s X 11); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) BUILDING ELEVATION DRAWINGS -with the following information: All sides of all buildings; ................. Dimensions; Colors (provide one full sized set of colored elevations); and Materials. d REDUCED BUILDING ELEVATIONS - same as above to scale on 8 % X 11. NAGE: (Division 19. SIGNS / Section 3-1806) All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All R20POSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8'% X 11) (color), if submitting Comprehensive Sign Program application. ORIGINAL RECEIVED NOV 2 9 2006 Page 5 of 7 PLANNING DEPARTMENT CITY OF CLEARWATER The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) ORIGINAL RECEIVED K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) NOV 2 9 2006 B Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: PLANNING DEPARTMENT CITY OF CLEARWATER ¦ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. ¦ Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and posWevelopment levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. C FUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. • If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. ld Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding thes a requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my ;k ledge and authorize City representatives to visit and otograp} the property described in this application. ignature of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this ? day of % A.D. 20 d to me and/or by mot. Q _,who is perso ally known has produced' l/S 7 t?0l? u cu ??J?i ' y3,-- as identification. ?- -J. YAGN NotOFry public, 9 r 5-73t+, of My commission expires: ! ,.rvre !tl;t? o-,0 LE NA J. YAGNIK Page 7 of 8 = s? Notary Public, State of Florida My comm. expires June 6, 2008 No. DD 326140 2008 • F- 1 L---A N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: 10 A012-C.5 Iq& 11 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): -1-LL-La?i EV uE _ 3. That this property constitutes the property for which a reques t for a: (describe request) q _0911 I2 U"Q-L40%Vz- That the undersigned (has/have) appointed and (does/do) appoint: IQ;,tt % V - ?PFJ?Sw?.3eJ d ?ssociw??1JG. &Yf-6 M 1GGC 2 1 lyl ?! ?O A t2 L K tT'Eal _ as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. T a I/w , tfi'e undersi ned authority, hereby certify that the foregoing is true and correct. Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this a 7 day of -1 iv- .2-y personally appeared f d?1 V2 b-4 `VL who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. Ilk p°m l I ENA J. YAGNIK '- sp?? r Notary Public. State of Florida My comm. Expires June 6, 2008 Notary Public Signature No. DD 326140 Notary Seal/Stamp"' - My Commission Expires: ORIGINAL RECEIVED NOV 29, 2006 PLANNING DEPARTMENT Page 8 of 8 CITY OF CLEARWATER WdH:: F oUnr-OW 1i POA1808 Prepared By and REM RN to: David W. Griffin, P t,. 565 South Duncan / renue Clearwater. FL 33' i6 (727) 466-6900 Ttle (727) 466-9777 Fa.N FILE #27,783 THIS I ? DENTURE, Wherever used herein, the mn 'puny' shall include the heirs, personal represontatives, successors and/or auigns of d respective punier heroin; the use of the singular number shall include the plural, and th plural the singular, the use of any gender shall include all genders; end, if used, the u a "note" shall include all the notes herein drsc:ibed if were than one ORIGINAL RECEIVED U"OV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Made this day of AUGUST, A.D.. 2005 . Bettye, n OTTO R. SCI WEITZER, a single man, whose address is: 904 Plaza Street, Clearwater, Florida 33755, party ( f the first part, and YOLAND E ,HEL, a married woman, whose mailing address is: 1527 Orange Street, Clearwater, F Drida 33756, parry of the second part, Witne Seth, that the said party of the first part, for and in consideration ofthe sum of Ten Dollars and o her good and valuable considerations, to it in hand paid by the said parry of the second part, t] e receipt whereof is hereby acknowledged, has granted, bargained and sold to the said parry of t e second part forever, the following described land, situate lying and being in the County of Pir -,llas, State of Florida, to wit: Lots 1 and 12, Block 6, R. J. BOOTH'S SUBDIVISION, according to the plat thereo: as recorded in Plat Book 9, Page 22, Public Records of Pinellas County, Florid; Parcel Identification No.: 15 - 29 - 15 - 10314 - 006 - 0110 a/k/a 124 N. Booth Avenue, Clearwater, Florida 33753 And, t ie Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land it fee simple; that the Grantor has good right and lawful authority to sell and convey said land; tha the Grantor hereby fully warrants the title to said land and will defend the same against the I iwful claims of all persons whomsoever; and that said land is free of all encumbrance except taxes accruing subsequent to December 31, 2004 and easements and restrictions o record. In Wi ness Whereof, the said party of the first part has caused these presents to be signed the day and y :ar above wri en. r e OTTO R. SCHWEITZER ,n r.-,b • -TT-TV A\TTCTM in ii Tnt i9t VV.T 1'f •'fT nnn•f in .nn • Wd6E:Zl 4UP 'un r 8WIJ paA1808d OTTO R. SCI WEITZER, a single man, whose address is: 904 Plaza Street, Clearwater, Florida 33755, party fthe first part, and YOLAND F iHEL, a married woman, whose mailing address is: 1527 Orange Street, Clearwater, F orida 33756, party of the second part, Witnf tseth, that the said party of the first part, for and in consideration of the sum of Ten Dollars and c her good and valuable considerations, to it in hand paid by the said parry of the second part, t ie receipt whereof is hereby acknowledged, has granted, bargained and sold to the said party of 1 ie second part forever, the following described land, situate lying and being in the County of Pit ellas, State of Florida, to wit: Lots 1 l and 12, Block 6, R. J. BOOTH'S SUBDIVISION, according to the plat theree 'as recorded in Plat Book 9, Page 22, Public Records of Pinellas County, Florid I Parcel Identification No.: 15 - 29 - 15 - 10314 - 006 - 0110 aWa 124 N. Booth Avenue, Clearwater, Florida 33753 And, ae Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land is fee simple; that the Grantor has good right and lawful authority to sell and convey said land; th, t the Grantor hereby fully warrants the title to said land and will defend the same against the awful claims of all persons whomsoever; and that said land is free of all encumbrance s, except taxes accruing subsequent to December 31, 2004 and easements and restrictions c .'record. In Wi :ness Whereof, the said party of the first part has caused these presents to be signed the day and, ear above Len. OTTO R. SCHWEITZER ORIGINAL RECEIVED NOV 2 9 2006 STATE OF ' LORIDA COUNTY C F PINELL AS PLANNING DEPARTMENT CITY OF CLEARWATER The foregoii g instrument was acknowledged before me this day of August, 2005 by OTTO R. S( HWEITZER, who is personally known to me or has produced Driver's License or other pictur( I.D. as identification. ": •"`"•? DAVID W. GRIFFIN ltYCGFif,11SSi0Na 00151781 DAVID W. GRIFFIN, N Public My Commi; ;ion Expires: ?` EXPIRES: October 29,200f) • R . Wd6E ZI 'unr anvil pania08 (American Land Title Association Commitment - 1966 Rev.) j COMMITMENT ! Attorneys' Title Insurance Fund, hic. ORLANDO, FLORIDA Commitment To Insure 'T'itle .... 1 rj'3 I ? 1. ATTORNEY ;'TI T LE INSURANCE FUND, INC., a Florida corporation, herein called THE FUND, Fora valuab ! consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed insured named in Schedule A, as owner or mortgagee o the estate or interest covered hereby in the land described or referred to in Schedule A; subject to :he provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Comm -lent shall be effective only when the identity of the proposed Insured and the amount of tl ' policy or policies committed for have been inserted in Schedule A hereof by THE FUND, eith( • at the time of the issuance of this Commitment or by subsequent endorsement. This Commi ment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six months after the effective date hereof or %,,'! en the policy or policies committed for shall issue, whichever first occurs, provided that the fails re to issue such policy or policies is not the fault of THE FUND. III I'Vittless V iereof, ATTORNEYS' TITLE INSURANCE FUND, INC. has caused this Commitment to be signe and sealed as of the effective date of Commitment shown in Schedule A, the j Commitme, t to become valid when countersigned by an authorized signatory. ORIGINAL RECEIVED i NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER k 1M. U 4 . z; Attorneys Title Insurance Fund, Inc. SEAL 'Ioaior . 'z By Charles J. Kovaleski j Presidetlt s SERIAL. c- 2822336 1.. ter,: :- c Wd6£:ZI Our( 811111 POAI a FUND C OM,11MVIENT FORM! Schedule A Commitment No.: C --2522336 Effective Date: May 27, 2005 Agent's File Reference: =27,753 1. Policy or Pol :ies to be issued: Proposed Amount of Insurance: OWNER'S: $129,000.00 Proposed Ins red: POLAND ESHEL NIORTGAGI E: $ Proposed Ins red: 2. The estate or nterest in the land described or referred to in this conunitn-lent is a fee simple estate and title them to is at the effective date hereof vested in: OTT( R. SCHWEITZER 3. The land ref( 'red to in this cornn-iitment is described as follows: Lots ' 1 and 12. Block 6, R.J. BOOTH'S SUBDIVISION, according to the plat tI °reof as recorded in Plat Book 9, Page 22, Public Records of Pinellas Couni I. Florida. ORIGINAL RECEIVED NOV 2 9 2006 ISSUED B) PLANNING DEPARTMENT CITY OF CLEARWATER DAVID W. GRI1 FIN. P.A. 12140 N:UML OF AGE; r AGENT No. AGL:Nrs SIGNATURE 565 South Duncin Av nue Clearwater Florida 33716 ni:?tLtNG ADDR Ss r111A, __._ enh? unxv nx.T.AW LQ/IbTAb171. Yv.J 1.7:7T gnnzinzion 4 • Wd6£:Zl 0-un£ anvil P 8 A I a 0 0 d FUND C0jV1,A,1JTiVfBMTF0.RM Schedule B Commitment No.: C 7-2822336 I The follow-int are the requirements to be complied with: 1. Paymt it of the full consideration to, or for the account of, the grantors or mortgagors. 2. Instrui cents creating the estate or interest to be insured which must be executed; delivered and tiled ti r record: A. 'Execution and recording of Warranty Deed from Otto R. Schweitzer, a single man, to Yoland Eshel, a single man. B. Execution and recording of Satisfaction of Mortgage from Washington Mutual Bank, F.A., for that certain mortgage from Otto R. Schweitzer, a single man, dated August 18, 2003 in the original principal amount of $73,710.00 recorded August 19, 2003 in O.R. Book 12997, Page 1797, Public Records of Pinellas County, Florida. II. Parcel Identification Number: 1.6 - 29 - 15 -_10314 - 006 - 0110 2004 Real Estate Ta :es were paid November 18, 2004 in the amount of $1.347.29. NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Schedule B o the policy or policies to be issued will contain exceptions to the following matters unless the same are isposed of to the satisfaction of The Fund: 1. Defec 3, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the pu ?lic records or attaching subsequent to the effective date hereof but prior to the date the propo ed Insured acquires. for value of record the estate or interest or mortgage there on covered by thi conunitment. 2. Any o vner policy issued pursuant hereto will contain tinder Schedule B the standard exceptions set foi :h at the inside cover hereof. Any mortgagee policy will contain tinder Schedule B the stand,, -d exceptions unless an affidavit of possession and 'a satisfactory current survey are submi ted, an inspection of the premises is made, it is determined the current year's taxes or speciE . assessments have been paid, and it is determined there is nothing of record which would Rive r se to mechanics' liens which could take priority over the mortgage (where the liens would other, ise take priority, submission of waivers is necessary). 3.' Subje t to restrictions, conditions, reservations, easements and other matters contained on the plat o R. J. BOOTH'S SUBDIVISION as recorded in Plat Book 9, Page 22, Public Records of Pinell Ls Cowity, Florida. 4. Any ? iverse ownership claim by the State of Florida by right of sovereignty to any portion of the lai ds insured hereunder, including submerged, filled and artificially er-posed lands, and lands accrei ,d to such lands. ORIGINAL RECEIVED t,001 -U11M7 nUTJW 1011 TnAf9i Ir-T i-.•-.T S Clearwater 0 Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets ? SUBMIT APPLICATION FEE $ -175 CASE #: RECEIVED BY (staff initials): DATE RECEIVED: (1? W ?U O? * NOTE: 15 TOTAL SETS OF INFORMATION REQUI RED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 04/28/2006) PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4.202.A) APPLICANT NAME: MAILING ADDRESS: z -4 icjj?, Qg _ _L? ? ? PHONE NUMBER Z..6 J 622- ? GELL NUMBER w I PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER '73 ? - 6_35c? FAX NUMBER: /,y*7 - 9050 E-MAILADDRESS: n.? C. B. PROPOSED DEVE PROJECT NAME: STREET ADDRESS PARCEL NUMBER(S): PARCEL SIZE (acres): LEGAL DESCRIPTION: PROPOSED USE(S): DESCRIPTION OF REQUEST: Specifically identify the request (include number of units or square footage of non-residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) Page I of 7 L r,? OP?M?ENT INFORMATION: (Code Section 4-202.A) CX?I-f /7-(/!'1,(UF,I01t ,16,MaS PROJECT VALUATION: $ ........ _ .............................................. .................... ..... _....... _...... ...... .............. 15 29 -)5 - 0-3-i-Y 0- 110 -3 PARCEL SIZE (square feet): 6- 00 6) SF is of,,/ 6!h27 / 1 OBSOLETE ZM cW W Q G4,. Q W LL7 Q J C9 U Z 0 Z gv a ORIGINAL • RECEIVED JUL 11 2006 Description of Requests PLANNING DEPARTMENT CITY OF CLEARWATER The proposed requests are as Follows: I . To construct a 4-unit town home building on the northwest corner of Booth Avenue and Grove Street. 2. A request for two shared driveways to be located along Grove Street which is a dead end street. The dead end is approximately 150' from the site. The two driveways will serve 4 units. 3. A request for back out parking onto Grove Street from the two shared driveways serving the four town home units. 4. A request to allow the building to encroach into the20' x 20' site triangles located at the driveways and intersection of Grove Street and Booth Avenue. A 0' building setback is required from the right of way. • • JUL 112006 PIANNING DEPARTMENT DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES - NOA( (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4202.A.5) ?f SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA- Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. -- ............. ........................._.._._............... ..... 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. 4. The proposed development is designed to minimize traffic congestion. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. Page 2 of 7 ORIGINAL • • RECEIVED JUL 112006 APPLICATION SUPPLEMENT PLANNING DEPARTMENT For 124 Booth Avenue, Clearwater CITY OF CLEARWATER D. Written Submittal Requirements [Section 3-913.A General Applicability Criteria]: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density, and character of adjacent properties in which it is located. The proposed Booth Avenue Town homes are located on the North West corner of Booth Avenue and Grove Street in Clearwater. The lot is trapezoidal in shape the deepest part of the lot is 73.0 feet the narrowest is 47 feet and is approximately 100 feet long and totals 6,000 square feet MOL. The property is located in the Town Lake Residential District. The proposed use of a 4 unit town home is permitted within this district. The zoning supports 4 units on this parcel. Scale The scale of this building is in conformance with the recently constructed town homes on the south side of Grove Street. This building will be larger than many existing buildings until additional redevelopment in the area occurs. Bulk The Building is 87' long x 40' deep with 6'0" side yard setbacks. Coverage The site is 6,000 s.f. The building is 3,480 s.f.. The lot coverage is 0.58. ISR of site is 4,124 s.f. (or 0.687). Thus, available lot coverage is not maximized. Density Only 2 of the adjacent properties have been redeveloped, the town home development across the street on Grove and the Mini storage west on Grove. There is an office building west of the project and residential north of the project. South of the project consists of a fenced off parking area in need of redevelopment and South east is also vacant in need of redevelopment. Character Grove Street is a combination of single family, multi-family and commercial. Booth Avenue is primarily residential. 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. All lots in this block are developed, many developed prior to 1950 meeting no current codes. This will be the first redevelopment project in this block and hopefully will provide a catalyst for redevelopment of the neighboring parcels. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. This development will be a four-unit town home project, two floors over parking. The prior structure was an old residential structure and detached 2 car garage that extends RECEIVED 0 0 JUL 112006 PLANNING DEPARTMENT CITY OF CLEARWATER off the property. This development will have no impacts on the health and safety of the neighborhood. Sidewalk will be provided along Grove Street to meet current Code requirements. The existing back out driveway onto Booth Avenue located at the intersection of Grove will be removed. 4. The proposed development is designed to minimize traffic congestion The proposed four units will have nominal impact on traffic as driveway access is proposed along Grove Street which is a dead end street less than 150 feet west of the property. This project has been designed with back out parking onto Grove Street. The existing back out driveway onto Booth Avenue located at the intersection of Grove will be removed. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The proposed development of a four-unit Town home is consistent with the neighborhood which is made up of multi-family housing, residential and commercial. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The development of a four-unit town home two stories over parking will not impose on the adjacent parcels. . • ORIGINAL RECEIVED ;JUL 112006 Flexibility Criteria: PLANNING DEPARTMENT CITY OF CLEARWATER 1. Height: The increased height results in an improved site plan and/or improved design and appearance; There is no request for an increase in height. 2. All street frontage is designed and used for commercial purposes or is designed so that the use functions in a way which will contribute to an active urban street environment; This is a residential use not commercial; however the project will be providing a brick paver sidewalk along Grove Street where no sidewalk currently exists. 3. Off-street parking: Adequate parking is available on a shared basis as determined by all existing land uses within 1,000 feet of the parcel proposed for development or parking is available through any existing or planned and committed parking facilities or the shared parking formula in Article 3, Division 14; Two residential spaces will be provide onsite for each unit, totaling 8 spaces, to alleviate the need for on street parking. 4. The design of all buildings complies with the Downtown District design guidelines in Division 5 of Article 3. All downtown district design guidelines will be met. • • ORIGINAL RECEIVED JUL 11 2006 WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) PLANNING DEPARTMENT Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zonin§;V1i6t t(CaAfRVM%9er is requested (use separate sheets as necessary) - Explain how each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stornwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ? If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. At a minimum, the STORMWATER PLAN shall include the following; Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; j Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; Signature and seal of Florida Registered Professional Engineer on all plans and calculations. COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included t Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4202.A) 151 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; gQ TREE INVENTORY; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; / LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to 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 will be used in determining whether or not deviations to the parking standards are approved; X GRADING PLAN, as applicable; IX 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; Page 3 of 7 • ORIGINAL RECEIVED G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A) - - PLANNING DEPARTMENT SITE PLAN with the following information (not to exceed 24" x 36"): Index sheet referencing individual sheets included in package; CITY OF CLEARWATER North arrow; ....... .......... Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; _ Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; 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 #7011; Location of all landscape material; Location of all onsite and offsite stormwater 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; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility _ easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. EXISTING 6o00U REQUIRED PROPOSED 6w o 4 i aa REDUCED COLOR SITE PLAN to scale (8'/2 X 11); Ldkkk, FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; I 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; .................. Page 4 of 7 • • ORIGINAL RECEIVED H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) PLANNING DEPARTMENT 0 LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): CITY OF CLEARWATER All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; - Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); ....... ... ....... _ Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all _ existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board) Irrigation notes. ® REDUCED COLOR LANDSCAPE PLAN to scale (8'/2 X 11); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) d/ BUILDING ELEVATION DRAWINGS - with the following information: All sides of all buildings; . ................ Dimensions; ................. Colors (provide one full sized set of colored elevations); and Materials. d REDUCED BUILDING ELEVATIONS -same as above to scale on 8 %4 X 11. AGE: (Division 19. SIGNS / Section 3-1806) All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. All FROPOSED 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'/i X 11) (color), if submitting Comprehensive Sign Program application. Page 5 of 7 • ORIGINAL RECEIVED K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ` PLANNING DEPARTMENT Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: CITY OF CLEARWATER ¦ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. ¦ Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post•development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. C FUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Ir Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): ;yam Fire Flow Calculations/Water Study is included. 71 Fire Flow Calculations/Water Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding thes a requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made STATE OF FLORIDA, COUNTY OF PINELLAS in this application are true and accurate to the best of my Sworn to and subscribed before me this day of knowledge and authorize City representatives to visit and , A.D. 20 a to me and/or by otograp the property described in this application. 4 , who is perso ally known has produced- f/S 7-f? y"e1q u ca cT y?- a •,- E as identification. -( --- ---- Not- of ignature of property owner or representative My commission expires of f ;r.;e F ?,;,.o Page 7 of 8 r- 6 Notary I'ubl cJS Slate ofGNIKFlorida W comm. expires June 6, 2008 No. DD 326140 2008 • • ORIGINAL RECEIVED N. AFFIDAVIT TO AUTHORIZE AGENT: JUL 1 1 2006 1. Provide names of all property owners on deed -PRINT full names: PLANNING DEPARTMENT V0 AP CITY OF CLEARWATER 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): __j2?(-FQ2) ?Vepue_ 3. That this property constitutes the property for which a reques t for a: (describe request) q 0 A) I i y ,u t.?o 4. That the undersigned (has/have) appointed and (does/do) appoint: w 4,ys) ?!?SwtJssocfw?s, ?tJC. &W-6 1jf16(Q R-- - AI C CO A r2 t; M tT'''C7__s as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. , the undersigned authority, hereby certify that the foregoing is true and correct. . T a I/w Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this o2 day of 1,,L„ personally appearede who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. go.0 ! EE NR J. yRGNIK Notary Public, State of Florida y comm. expires June 6 2008 , Notary Public Signature No. DD 326140 Notary Seal/Stamp ""g My Commission Expires: Page 8 of 8 d6E:ll-O 'un6-8W1j Pania08 Prepared By and RET' RN In: David W. Griffin, P ?. 565 South Dungan f lenue Clearwater. FL 33" i6 (727) 466-6900 Telc (727) 466-9777 Fax FILE #27,783 THIS I s;DENTURE, Wherever used herein, the ten 'puny' shall include the heirs, personal mlin eatativa, successors undlor assigns of t) respective panics hereto; the use of the singular number shill include the plural, and th plural the singular, the use of my gender shall include all genders; end, if used, the it a 'note' Shull include -Al the notes herein described if [note than cue ORIGINAL RECEIVED JUL 112006 PLANNING DEPARTMENT CITY OF CLEARWATER Made this 3 O day of AUGUST, A.D.. 2005 . Betwe, n OTTO R SCI WEITZER, a single man, whose address is: 904 Plaza Street, Clearwater, Florida 33755, party( f the first part, and YOLAND E HEL, a married woman, whose mailing address is: 1527 Orange Street, Clearwater, F Drida 33756, party of the second part, Witue seth, that the said party of the first part, for and in consideration ofthe sum of Ten Dollars and o her good and valuable considerations, to it in hand paid by the said parry of the second part, tl e receipt whereof is hereby acknowledged, has granted, bargained and sold to the said parry oft e second part forever, the following described land, situate lying and being in the County of Pir -Ilas, State of Florida, to wit: Lots 1 and 12, Block 6, R. J. BOOTH'S SUBDIVISION, according to the plat thereo: as recorded in Plat Book 9, Page 22, Public Records of Pinellas County, Florid; Parcel Identification No.: 15 - 29 - 15 - 10314 - 006 - 0110 iWa 124 N. Booth Avenue, Clearwater, Florida 33753 And, t ie Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land it fee simple; that the Grantor has good right and lawful authority to sell and convey said land; tha the Grantor hereby fully warrants the title to said land and will defend the same against the 1 twfuI claims of all persons whomsoever; and that said land is free of all encumbrance ,, except taxes accruing subsequent to December 31, 2004 and easements and restrictions o record. In Wi ness Whereof, the said party of the first part has caused these presents to be signed the day and y :ar above wri en. e OTTO R. SCHWEITZER Z0 In "HOU HIM L8LtT9tLZL YM LZ:7T 9007/1`17/nn • Nd6C:ZI * Iun r 8WII pania00d OTTO R. SCI WEITZER, a single man, whose address is: 904 Plaza Street, Clearwater, Florida 33755, party f the first part, and YOLAND F >HEL, a married woman, whose mailing address is: 1527 Orange Street, Clearwater, F orida 33756, party of the second part, Witne Iseth, that the said party of the first part, for and in consideration of the sum of Ten Dollars and c her good and valuable considerations, to it in hand paid by the said party of the second part, t ie receipt whereof is hereby acknowledged, has granted, bargained and sold to the said party of 1 ie second part forever, the following described land; situate lying and being in the County of PiI ellas, State of Florida, to wit: Lots 1 l and 12, Block 6, R. J. BOOTH'S SUBDIVISION, according to the plat therea ' as recorded in Plat Book 9, Page 22, Public Records of Pinellas County, Florid I Parcel Identification No.: 15 - 29 - 15 - 10314 - 006 - 0110 a/k/a 124 N. Booth Avenue, Clearwater, Florida 33753 And, ae Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land is fee simple; that the Grantor has good right and lawful authority to sell and convey said land; th, t the Grantor hereby fully warrants the title to said land and will defend the same against the awful claims of all persons whomsoever; and that said land is free of all encumbrance s, except taxes accruing subsequent to December 31, 2004 and easements and restrictions c 'record. In Wi mess Whereof, the said party of the first part has caused these presents to be signed the day and, ear above wri en. OTTO R. SCHWEITZER ORIGINAL RECEIVED JJL 11 2006 PLANNING DEPARTMEN STATE OF ' LORIDA CITY OF CLEARWATER COUNTY C F PINELLAS The foregoil g instrument was acknowledged before me this day of August, 2005 by OTTO R. S( HIATEITZER, who is personally known to me or has produced Driver's License or other picture I.D. as identification. ?a' •••.";o DAVID W. GRIFFIN [_v `s? * ;dYCOKVJISSION g DD 161781 My Commi,, ;ion Expires: ?'. DAVID W. GRIFFIN, N Public EXPIRES: ^October 29,MD r'n 01 ' *unNv nN•T•gW 1.91.1rTM7171 VV4 17.'7T onn7 in7 inn 0 Wd6E:Zl 0'un 6 0WIl pania08d • P (American Land Title Association Commitment - 1966 Rev.) COMMITMENT JUL 112006 Attorneys' Title Insurance Fund, Iii.c. PL NN c ORLANDO, FLORIDA kA<1 Commitment To Insure 'T'itle ;::s ATTORNEY Ti T LE INSURANCE FUND, INC., a Florida corporation, herein called THE FUND, for a valuab ! consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee o the estate or interest covered hereby in the land described or referred to in Schedule f ' A; subject to :he provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Comm -tent shall be effective only when the identity of the proposed Insured and the amount of tl e policy or policies committed for have been inserted in Schedule A hereof by THE FUND, eithl • at the time of the issuance of this Commitment or by subsequent endorsement. I This Commi ment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six months after the effective date hereof or w! en the policy or policies committed for shall issue, whichever first occurs, provided that the fails re to issue such policy or policies is not the fault of THE FUND. •i lit I ihtess 11 tereof, ATTORNEYS' TITLE INSURANCE FUND, INC. has caused this Commitment to be signe and sealed as of the effective date of Commitment shown in Schedule A, the Commitme- t to become valid when countersigned by an authorized signatory. `brr, r r S'sIMSU Attorneys' Title Insurance Fund, Inc B AID lNr..•• r ?hrhl..r.l Charles ). Kuvaleski President SERIAL I „ i i i c- 2622336 i i r. 90[ 1 'H02Iv 02IJHW LRLHAVL7L YVA 1.7:7T Qnn7in7ion •-.i .. .:r.-.-... _:.e:As...arm,^.t;?,..?:i?r'1'1(S:t:t.•ur?tra.?i •N413"..;L:i:.lYr,. t-r-....,..t..t:v......:..i...w,-t..r_...l.. ie...s..?z4 _?.... r.rr ?._.. .. .... .,.-... +•t!,. ... .. w.. ..:..-r,...:.:.. ... .: ....;...:. ! ORIGINAL RECEIVED Wd66:Z10 U r aWIi paAIa0ad ? 3' FUND C OM.A-f]TMENT FORA! Schedule A Commitment No.: C ;-2822336 Effective Date: May 27, 2005 Agent's File Reference: f27,783 1. Policy or Pol :ies to be issued: OWNER'S: Proposed Ins- red: NJORTGAGI E: Proposed Ins .real: POLAND ESHEL Proposed Amount of Insurance: ORIGINAL RECEIVED $129,000.00 JUL 112006 PLANNING DEPARTMENT CITY OF CLEARWATER 2. The estate or nterest in the land described or referred to in this commitment is a fee simple estate and title then to is at the effective date hereof vested in: OTT( R. SCHWEITZER 3. The land retf -red to in this commitment is described as follows: Lots : 1 and 12, Block 6, R.J. BOOTH'S SUBDIVISION, according to the plat tl ereof as recorded in Plat Book 9, Page 22, Public Records of Pinellas Couni Florida. ISSUED B) DAVID W. GRIT FIN, P.A. NA.,IE OF AGE. F 565 South Duncan Av rue MAILING ADDR 3S 12140 AGENT NO. AGLNI'S SIGNATURE Clearwater , rn•v Florida 33756 s0lj "HDHV OHIHN LRZtT9PLZL YVd LZ:ZT 9009/OZ/90 • Wd6£:ZI unr 8W I1 P@A1@08d FUND CO1LLI,IITAIENT FORM ORIGINAL RECEIVED Schedule B 1. 112006 Conu»itment No.: C '-2822336 PLANNING DEPARTMENT 1. The followini are the requirements to be complied with: CITY OF CLEARWATER 1. Paymc it of the Aill consideration to, or for the account of, the grantors or mortcragors. 2. Instrui cents creating the estate or interest to be insured which must be executed, delivered and filed ti r record: A. Execution and recording of Warranty Deed from Otto R. Schweitzer, a single man, to Yoland Eshel, a single man. B. Execution and recording of Satisfaction of Mortgage from Washington Mutual Bank, F.A., for that certain mortgage from Otto R. Schweitzer, a single man, dated August 18, 2003 in the original principal amount of $73,710.00 recorded August 19, 2003 in O.R. Boot: 12997, Page 1797, Public Records of Pinellas County, Florida. II. Schedule B o the policy or policies to be issued will contain exceptions to the following matters unless the same are isposed of to the satisfaction of The Fund: Defec liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the pu )lic records or attaching subsequent to the effective date hereof but prior to the date the propo ed Insured acquires. for value of record the estate or interest or mortgage there on covered by thi commitment. 2. Any o vner policy issued pursuant hereto will contain under Schedule B the standard exceptions set foi :h at the inside cover hereof. Any mortgagee policy will contain tinder Schedule B the stand, -d exceptions unless an affidavit of possession and a satisfactory current survey are submi ted, an inspection of the premises is made, it is determined the current year's taxes or specie . assessments have been paid, and it is determined there is nothing of record Nvhich would give r se to mechanics' liens which could take priority over the mortgage (where the. liens would other, ise take priority, submission of waivers is necessary). 3.' Subje t to restrictions, conditions, reservations, easements and other matters contained on the plat o R. J. BOOTH'S SUBDIVISION as recorded in Plat Boob 9, Page 221, Public Records of Pinell Ls Couiiry, Florida. 4. Any , Jverse ownership claim by the State of Florida by right of sovereignty to any portion of the lac ds insured hereunder, including submerged, filled and artificially exposed lands, and lands accrei ,d to such lands. Parcel Identification Number: 1. - 29 - 15 - 10314 - 006 - 0110 2004 Real Estate Ta :es were paid November 18, 2004 in the amount of $1,347.29. to In "HDHV OIHN LRLbT9tZZL XVA LZ:ZT 9002/07/4n I Booth Avenue Townhornes Drainage Report CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA Prepared For: Eshel Development 1527 Orange Street Clearwater, Florida 33756 Prepared By: AKA KRASMAN & ASSOCIATES, INC. 1714 County Rd. 1, Suite 14 Dunedin, FL 34698 Phone (727) 738-0359 Fax (727) 738-0380 June 2006 Project # 06050 1 ? I co 2 '? rte. L; ? f • • Booth Avenue Townhomes City of Clearwater, Pinellas County, Florida STORMWATER MANAGEMENT REPORT 1. Overview This report contains the necessary drainage calculations and data to support the permitting and construction of the proposed Booth Avenue Townhome site located in the City of Clearwater, Pinellas County, Florida. The project is located at 124 Booth Avenue on the north west corner of Booth Avenue and Grove Street, in Section 15, Township 29 South, Range 15 East and consists of the construction of 4 townhome units. The property is 0.14 acres MOL. II. Existing Topographic and Surface Drainage Patterns The topography of the site varies between elevations of 31.3 to 30 feet NAVD 1988 according to the boundary and topographic survey prepared by Klein & Staub Surveying, Inc. These elevations concur with the SWFWMD contour aerial photograph. The existing runoff pattern is generally from east to west, southwest with discharge into neighboring lots. These lots are currently discharging to an area with a known drainage problem the proposed design will route water away from this area and into the Town Lake. III. Description of Existing Cover The site is currently a developed residential parcel containing a home and detached garage, driveway, grasses and several exotic pine trees. IV. Geotechnical Description The Soil Conservation (SCS) Soil Survey for Pinellas County was referenced to determine the onsite soil type and to provide an estimate of the groundwater characteristics. The project is comprised of Urban land and possibly Urban land -Astatula complex. Urban land consists of area where the original soil has been modified for urban development. Urban facilities including paved parking areas, streets, industrial buildings, houses, other structures, and underground utilities, have been constructed on seventy five percent of the altered areas. Urban areas generally occur in downtown areas, shopping districts, industrial parks, and along main traveled throughways of cites and towns. Urban land-Astatula complex, Uc, is complex about thirty to seventy percent astatula fine sand, of which ten to twenty percent has been modified by cutting, grading, and shaping. About twenty five to forty percent of this complex is urban land that is covered with houses, or other structures and pavement. • • V. Environmental Considerations There are no environmentally sensitive areas located within the proposed improved areas of the site. There will be no environmental impacts of any wetlands with the development of the site. All exotic species will be removed with the development of the site. VI. Flood-Plain Considerations According to the FEMA Flood Zone Map of the area, the project lies within Flood Zone X. Please refer to FEMA Community Panel #12103C0108H, Revised May 17, 2005. FEMA Flood Zone X represents areas outside the 500-year flood limits. VII. Stormwater Treatment Design Water quality treatment of the stormwater runoff from the proposed site will be accomplished in the proposed retention areas located adjacent to the building on the north and south sides of the property. The stormwater treatment system is designed to treat Y2" of runoff from the site. Water quality treatment will be accomplished through percolation. Attenuation will be accomplished offsite within the Town Lake. This project is exempt from SWFWMD permitting under rule 40D-4.051 (6) for single family, Duplex, Triplex and Quadraplex. This project is considered a Quadraplex. Booth Avenue Townhomes List of Information A. Location Map & Legal Description B. SWFWMD Aerial Photo C. Geotechnical Information D. FEMA Flood Zone Map E. Drainage Calculations F. Evidence of Ownership Location Map & Legal Description LOCATION MAP Mw,.???. ! o?TOo ,?., z ? I goon ?f td1 NM on SI ..4i 1 ?.'.Y4un r i. H ?rF at Iz y2 _ ,.,., .,.? .. (iY s,rt I? ? ? is??` ? !?'''pppp----I --??1 • L?clumr Rdd I JorM NY? i } i rr 11 11 - c, z 4. j X , N nwde tr f? g i s, s zw Jj5 q _ 5 ?? ? ?w -,i Q .o ?? c4v ie a sf ' ? 1 ? ? t ? ci as d st ?? _ ;_ f '._ f? SCI of nd St pp ?YfW ? Pak„1 i_ tr .... __r ? 3 M? S 1. PM SL ? ?? Wxm 31` 1 Feuai _ i f fb ` o b .? - nu? f{ y? 2i1Dtq[y t4 ,ld ? ? li - I h 1t e,wx,e?sr ?p 1 G1lnstlx?t 3l _ K ds r- C?Ii Cf ?N H pv_ SA r Tur ,:.t 1 S( no n 494H N21YIE LEGAL DESCRIPTION LOTS 11 AND 12 OF R.J. BOOTH SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 8, PAGE 20, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. CONTAINING 6,001 SQUARE FEET OR 0.14 ACRES, MORE OR LESS. • SWFWMD Aerial Photo ah A 11 00 )o I Lo ui Ov s >a > N a I I Y 0 Z I •' 5LK N20 21 z 22 ?w: 23 W 1 BELLVIEW I I BELL VIEW I ISLAND CLEARWATER` Geotechnical Information This map is one of a set compiled in 1970 as part of a soil survey by the United States Department of Agriculture, Soil Conservation Service, and the Florida Agricultural Experiment Station. Land division corners are approximately positioned on this map. 'r. PINELLAS COUNTY, FLORIDA NO. 11 • • Z M r- r D U) 0 O C Z i 22 • SOIL SURVEY during fallow periods to prevent oxidation. Special Urban Land fertilization and management are needed for good crop growth. (Capability unit IIIiv-5; woodland group 9) Much of Pinellas County has been develo d f 1 F_? f w Tidal Marsh Tidal marsh (Td) consists of marshy areas slightl above sea level that are mostly along the Anclote River Allen's Creek, and Cross Bayou, and in narrow strip adjacent to Tidal swamp. It differs from Tidal swam mainly in vegetative cover. Tidal marsh is saturated b salt water or brackish water or inundated by tidal waters but it is not subject to vigorous wave action. Strong .concentrations of salt inhibit the growth of all vegetatio 'except salt-tolerant weeds, rushes, sedges, and a few small scattered mangrove trees. This land type consists mainly of mineral soils, bu but many. areas have an organic surface layer as much 50 inches thick. Some areas have stratified mineral and organic materials, and some have a highly organic surface layer over sand. Many areas have layers of sand mixed with shell fragments at varying depths. All areas are strongly saline and generally emit a strong odor of hydro- gen sulfide when excavated. A small acreage of slightly higher soils is inundated only by extremely high tides and is less wet; only patches of salt-tolerant grasses and succulents grow in these higher areas. Tidal marsh provides food, breeding grounds, and some cover for many species of birds and a few animals. Small creeks and streams in these areas are breeding grounds for numerous species of fish. (No capability classification; woodland group 9) Tidal Swamp Tidal srnamp (Ts) is on small islands and in low, broad coastal areas that are covered with sea water. It occurs mostly in the southeastern part of the county. The water is several inches deep at low tide and 1 or 2 feet deep at high tide. Tidal swamp differs from Tidal marsh mainly in vegetation. Tidal swamp has a thick growth of mangrove trees and a few small patches of salt-tolerant plants. Tidal swamp is subject to wave action, whereas Tidal marsh usually is not. This land type consists mainly of sand, peaty sand, a few organic soils, seashells, and shell fragments. The dense forest of mangrove trees and high water make detailed investigation of the soils impractical. In places the surface layer is fibrous peat, 6 to 18 inches thick, over gray to pale-brown sand mixed with shell fragments. In places the surface layer is sandy clay and the subsurface layers are loam or marl. Other areas are stratified sand and organic material. Most areas contain varying amounts of seashells and shell fragments at irregular depths. Tidal swamp is not extensive in the county. It is mainly a source of food, cover, and breeding grounds for numerous shore birds and animals. Many mosquito-control . ditches have been dug in most areas to remove water trapped by falling tides. The shallow water in these ditches provides food and breeding areas for many species of fish. Some areas in the vicinity of St. Petersburg, Clearwater, and Honeymoon Island have been filled with dredged material to provide waterfront homesites. (No capability classification; woodland group 9) urban uses. Use of heavy earth-moving equipment to prepare building sites has altered much of the original soil material. Buildings and pavement cover parts of this y reworked soil material. Other parts have been leveled or , shaped. Only small remnants of the original soils are inter- s spersed with areas covered by buildings and pavement and p areas of reworked soil material. In older residential areas y the proportion of undisturbed soil is larger. Where very little of the original soil remains undis- Curbed, the areas are mapped as Urban land. Where enough n remains to make identification of the original soil possible, the areas are mapped as a complex of Urban land and the identified soil. Urban land (Ub).-This land type consists of areas where the original soil has been modified through cutting, Fading, filling, and shaping or has been generally altered r urban development. Major soil properties that orig- inally limited urban uses have been overcome to an acceptable extent. Urban facilities, including paved parking areas, streets, industrial buildings, houses, other structures, and underground utilities, have been con- structed on 75 percent or more of these altered areas. Areas not covered by urban facilities generally have been altered. Identification of soils within these areas is not feasible. Urban land occurs primarily in downtown areas, shopping districts, industrial parks, and along main traveled throughways of cities and towns. It also occurs in isolated shopping centers and small business areas at inter- sections of primary roads. Included in places are small, less intensively developed areas and small areas of identifiable soils. (No capability or woodland classification) Urban land-Astatula complex (Uc).-This complex is about 30 to 70 percent Astatula fine sand, of which 10 to 20 percent has been modified by cutting, grading, and shaping. About 25 to 40 percent of this complex is Urban land that is covered with houses, industrial buildings, other structures, and pavement. Soil material left after grading and leveling has been used to fill low wet areas. In a few places it has been shaped. In these small areas slopes are 5 to 8 percent. Included in mapping are small areas of St. Lucie soils, small areas of poorly drained soils, and a few small areas that are more than 75 percent covered with urban facil- ities. These inclusions make up no more than 15 percent of any mapped area. (No capability or woodland classi- fication) Urban land-Immokalee complex (U k).-About 35 to 55 percent of this complex is Immokalee fine sand, of which 10 to 25 percent has been modified by cutting, grading, and shaping. About 25 to 40 percent of this complex is Made land that is covered by houses, industrial buildings, other structures, and pavement. The rest is spoil materials from drainage canals and from street and other grading operations that have been used to fill low places or have been spread over the surface of other soils. Included in mapping are small areas of Astatula fine sand and Myakka fine sand and a few small areas that are more than 75 percent covered with urban facilities. These inclusions make up no more than 15 percent of 1 FEMA Flood Zone Map JOINS PANEL 0106 APPROXIMATE SCALE 500 0 500 FEET STREET z G OVE STREET g( GR OVE ST E NATIONAL ROOO INSURANCE PROGRAM l E REE T 51,? ap GROV E lA U s . FIRM x Fi r4 .?" ? N.E. FLOOD INSURANCE RATE MAP ' PINELLAS COUNTY, STREET - r . .. CLEVELAND STREET FLORIDA i w ,s AND INCORPORATED AREAS ?? r :... STREET I'AHK EET ¢ hy N1' L '' S PANEL 108 OF 311 SEE M IN E F Q Q 1 YJF ' Y ; yk+? T ??'4' ¢ r AP D X OR PANELS NOT PRINTED) ( C7 r 1 "'t Z CONTAJNS: r a-r xz IZVIYG X . ?. r ¢ ERC S COMMUNITY NUMBER PANEL SUFFIX STREET t 1 . i ? . STREET 4 a P v " 7 x" y BELLFAIR,TOWN OF 125088 Dee H j 3""y / ti rth t rry t M Z QEAAWATER, CITY OF 125058 0108 N %NalA4 COUNTY IEi? 0108 N ° i t `?' N u l - Q Z w ZONE z Z STR EET ST w O x` a I 1 % s' > a O O 1n X -riOTE- THIS M/1P INCORPORATES APPRONMATE BOUNDARIES OF FS 4 " ' y ) '1? M „x' _3!'V COASTAL WIRER RESOURCES SYSTEM UNITS AND/OR OTHERWISE PROTECTED AREAS ESTABLISHED UNDER THE f ; { 7 1y1. y?i ` N COASTAL BARRIER IMPROVEMENT ACT OF 188D In. 101.691). tb n MAP NUMBER h bb V 1d O ? ?ss'3 i+iys ?v.er. 8 . _ h ?p 1 - L7 w. * - w - wh. gegn W ., ehew il MUNITY NUMBER d-: III. CO M aEaw e1rouW W -d m hwlmw ffod, n ftr 1Na w?bjw COUR h ,]a 0. tf l lif f V. Z O UL R E Wp ?Rm>,.mY T STREET ,A4 ? MAP NUMBER 12103CO108H S r MAP REVISED: r. y Fr `' MAY 11 2005 U T S TREET ` s i. T pG ND ABCJ t ?Fzk? ? `fit v> „ COU > 6 diiT„?1„g vSp? a ? „ em . ?} ?,?,5 ? I ?.;ss',; • Federal Emergency Management Agency ., u ? i t?i, This is an official copy of a portion of the above referenced flood map. R a 0 was extracted using F-MIT On-Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the ST REET title block. For the latest product Information about National Flood Insurance R E STF ¢ ' • Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov • Drainage Calculations (1) 1" or 0.5" water quality treatment Booth Avenue Townhomes (MODIFIED CONDITION EEEV !AREA CUMII` GON"RIBl1TING : :: :::.. VOLUME AfiE.. s (f) 6000 I :SITE: 28.80 72 0 WATER 29.05 153 28 QUALITY`:';! (in) 0.50 29.30 241 77 TR.EATME?VT I ; 29.55 484 168 V1117 f7; 29.80 879, 338 QUALII"t` (cfl 250 29.80 0 338 ' ` !? IOLUM ? ` N 'T tUAL'IY (ft NGVD) 29.67 ELEATIpN [File] 6/27/2006 Evidence of Ownership d66:Z1-'6unr-ewi j PH1808 Prepared By and RET RN to: David W. Griffin, P 4. 565 South Duncan f fenue Clearwater. FL 33' i6 (727):466-6900 Tele (727) 466-9777 Fax FILE #27,733 THIS I' IDENTURE, Wherever used herein, the ten "p=y" shall include the belts, personal representatives, successors and/or coigns of rl respective panics hereto; the use of the singular number shall include the plural, and th plural the singular; the use of any gendushall include all genders; end, it used, the to a'note" ahaa include all she notes basin described if more than one Made this E?) O ti`'" day of AUGUST, A.D.. 2005 Betwe n OTTO R. SCI WEITZER, a single man, whose address is: 904 Plaza Street, Clearwater, Florida 33755, party ( f the first part, and YOLAND E HEL, a married woman, whose mailing address is: 1527 Orange Street, Clearwater, F Drida 33756, party of the second part, Witne seth, that the said party of the first part, for and in consideration ofthe sum of Ten Dollars and o her good and valuable considerations, to it in hand paid by the said parry of the second part, tl e receipt whereof is hereby acknowledged, has granted, bargained and sold to the said parry oft e second part forever, the following described land, situate lying and being in the County of Pir ;llas, State of Florida, to wit: Lots 1 and 12, Block 6, R. J. BOOTH'S SUBDIVISION, according to the plat thereo: as recorded in Plat Book 9, Page 22, Public Records of Pinellas County, Floridi Parcel Identification No.: 15 - 29 - 15 - 10314 - 006 - 01 10 iWa 124 N. Booth Avenue, Clearwater, Florida 33753 And, t le Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land it fee simple; that the Grantor has good right and lawful authority to sell and convey said land; tha the Grantor hereby fully warrants the title to said land and will defend the salve against the 1 twful claims of all persons whomsoever; and that said land is free of all encumbrance except taxes accruing subsequent to December 31, 2004 and easements and restrictions o record. In Wi ness Whereof, the said party of the first part has caused these presents to be signed the day and y :ar above wri en. t 6?a OTTO R. SCHWEITZER ZO[M "HDHV 01111IQ L9LVT9VLZL MI LZ:ZT 90OZ/OZ/90 0 Wd6E:Zl ' 0Unr atuil PeA100e8 OTTO R. SCI WEITZER, a single man, whose address is: 904 Plaza Street, Clearwater, Florida 33755, party f the first part, and YOLAND E iHEL, a married woman, whose mailing address is: 1527 Orange Street, Clearwater, F orida 33756, party of the second part, Witne Iseth, that the said party of the first part, for and in consideration of the sum of Ten Dollars and c her good and valuable considerations, to it in hand paid by the said party of the second part, t ?e receipt whereof is hereby acknowledged, has granted, bargained and sold to the said party of 1 ze second part forever, the following described land, situate lying and being in the County of PiI ellas, State of Florida, to wit: Lots 1 l and 12, Block 6, R. J. BOOTH'S SUBDIVISION, according to the plat therea 'as recorded in Plat Book 9, Page 22, Public Records of Pinellas County, Florid I Parcel Identification No.: 15 - 29 - 15 - 10314 - 006 - 0110 a/k/a 124 N. Booth Avenue, Clearwater, Florida 33753 And, ae Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land i- fee simple; that the Grantor has good right and lawful authority to sell and convey said land; th1 t the Grantor hereby fully warrants the title to said land and will defend the same against the awful claims of all persons whomsoever; and that said land is free of all encumbrance s, except taxes accruing subsequent to December 31, 2004 and easements and restrictions c .'record. In W i mess Whereof, the said party of the first part has caused these presents to be signed the day and, ear above wri en. 7?' OTTO R. SCHWEITZER STATE OF LORIDA COUNTY C F PINELLAS The foregoil g instrument was acknowledged before me this -6 fi!?- day of August, 2005 by OTTO R. Si HWEITZER, who is personally known to me or has produced Driver's License or other picture I.D. as identification. DAVID W. GSIFFIN e '. n , L "sv MY COLIMISSION 9 00161791 My Commi, pion Expires: DAVID W. GRIFFIN, N P 4J ?,. EXPIRES: October 29,2W,3 Wn ''HOU OHIRNi LRLVT9VLZL XVA LZ:ZT 90OZ/OZ/90 •w Wd66:Z1 '10 un P anvil pania06d (American Land Title Association Commitment - 1866 Rev.) COMMITMENT Attorneys' Title Insurance Fund, b-ic. ORLANDO, FLORIDA Commitment To Insure 'T'itle ATTORNEY ;'TIT LE INSURANCE FUND, INC., a Florida corporation, herein called THE FUND, fc,r a valuab ? consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed insured named in Schedule A, as owner or mortgagee o the estate or interest covered hereby in the land described or referred to in Schedule A; subject to :he provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Comm -ment shall be effective only when the identity of the proposed Insured and the amount of tl e policy or policies committed for have been inserted in Schedule A hereof by THE FUND, eithi at the time of the issuance of this Commitment or by subsequent endorsement- This Commi ment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six months after the effective date hereof or w! en the policy or policies committed for shall issue, whichever first occurs, provided that the fail, re to issue such policy or policies is not the fault of THE FUND. In IVihtess 1" lereof, ATTORNEYS' TITLE INSURANCE FUND, INC. has caused this Commitment to be signe and sealed as of the effective date of Commitment shown in Schedule A, the Commitme,. t to become valid when countersigned by an authorized signatory. ?x,...,N S......w ;O1?rF . Attorneys Title Insurance Fund, Inc. `?`• S1?AL a= Y ze% ? Charles J. Kovaleski President SERIAL c- 2822336 I? j ;M.•..qc.;..?- 901M ''HDHV OHIRN L9LVT9tLZL XVd LZ:ZT 90OZ/OZ/90 a -t • WE : Z I ?U£ 8WIi paA1809 FUND C OM,111Th1ENT FURr11 Schedule A Commitment No.: C --2522336 Effective Date: May 27, 2005 Agent's File Reference; ~;27,783 1. Policy or Pol nes to be issued: OWNER'S: Proposed Ins red N10RTGAGI L: Proposed Ins red: Proposed Amount of Insurance: $129,000.00 2. The estate or nterest in the land described or referred to in this commitment is a fee simple estate and title then to is at the effective date hereof vested in: OTTC R. SCHWEITZER 3. The land ref( -red to in this commitment is described as follows: Lots ' 1 and 12, Block 6, R.J. BOOTH'S SUBDIVISION, according to the plat d °reof as recorded in Plat Book 9, Page 22, Public Records of Pu-lellas Couni Florida. ISSUED B) DAVID W. GRIT FIN, P. A. NA. E OF AGE r 565 South Duncan Av rue MAILING ADDR iS POLAND ESHEL 12140 (..mac-? _ AGENT NO. AGENT'S SIGNATURE Clearwater , illTV Florida 33756 90 in H02IF? OHIRK L9LVT9VLZL %Hd LZ:ZT 90OZ/OZ/90 . r s 0 U C: ZI 'an r 8WII p9A1000d FUND COjUVITMENT FORM Schedule B Commitment No.: C '-2822336 1. The followint are the requirements to be complied with: 1. Payme it of the hill consideration to, or for the account of, the grantors or most-agors. 2. Instrui cents creating the estate or interest to be insured which must be executed, delivered and filed 6 r record: A. 'Execution and recording of Warrant), Deed from Otto R. Schweitzer, a single man, to Yoland Eshel, a single man. B. Execution and recording of Satisfaction of Mortgage from Washington Mutual Bank, F.A., for that certain mortgage from Otto R. Schweitzer, a single man, dated August 18, 2003 in the original principal amount of $73,710.00 recorded August 19, 2003 in O.R. Book 12997, Page 1797, Public Records of Pinellas County, Florida. II. Schedule B o the policy or policies to be issued will contain exceptions to the following ma ters unless the same are isposed of to the satisfaction of The Fund: Defec liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the pu )lic records or attaching subsequent to the effective date hereof but prior to the date the propo ed Insured acquires. for value of record the estate or interest or mortgage thereon covered by thi commitment. 2. Any o vner policy issued pursuant hereto will contain under Schedule B the standard exceptions set foi :lt at the inside cover hereof. Any mortgagee policy will contain tinder Schedule B the stand,, -d exceptions unless an affidavit of possession and a satisfactory current survey are submi ted, an inspection of the premises is made, it is determined the current year's taxes or speci,, . assessments have been paid, and it is determined there is nothing of record which would Give r se to mechanics' liens which could take priority over the mortgage (where the liens would other, ise take priority, submission of waivers is necessary). 3.' Subje t to restrictions, conditions, reservations, easements and other matters contained on the plat o R. J. BOOTH'S SUBDIVISION as recorded in Plat Book 9, Page 22, Public Records of Pinell is County, Florida. 4. Any , averse ownership claim by the State of Florida by right of sovereignty to any portion of the lay ds insured hereunder, including submerged, filled and artificially exposed lands, and lands accrei ?d to such lands. Parcel Identification Number: 1 - 29 - 1 5 - 10314 - 006 - 0110 2004 Real Estate Ta :es were paid November 18, 2004 In the amount of $ 1,347.29. to z " HDHV 0HIRK L9LVT96LZL XHA LZ:ZT 90OZ/OZ/90 • • CITY OF CLEARWATER APPLICATION FOR PLAT APPROVAL PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2"d FLOOR PHONE (727)-562-4567 FAX (727) 562-4865 PROPERTY OWNER'S NAME o LA WQ 1900 s L A 63? ADDRESS IS 99 bizA j(,e e T, . dLeAe j mein T L. _ 56 PHONE NUMBER 99r?. $79 Ito j-z FAX NUMBER APPLICANTS NAME )q,', , .5 ' + 1? ADDRESS 15a 7 V,7-Akkn p ST', Lf ?.@1A t? K1l?rT? R- :FL 33'75(0 PHONE NUMBER h 9 - 14,21? FAX NUMBER AGENT NAME 7?Q14S W?? iJ ADDRESS 1''T Laao-n a PHONE NUMBER ?01? • nag • 0i l FAX NUMBER : ?gq I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my r[ $(ne.1 Va)4?.J who is personally known to qj? `b me or has produced F%%4 6ez et-10L as Ide fication. owner or representative Notary Public Sig t *br my commission expires: Q =Public, ida Fourteen (14) copies of the preliminary plat must be submitted. 200x: The preliminary plat shall be prepared by a surveyor, architect, landscape architect or a sv? not smaller than 1: 100 and shall not exceed 24" X 36" and include the following information: NORTH ARROW, SCALE AND DATE; TITLE UNDER WHICH THE PROPOSED PLAT IS TO BE RECORDED; NAME, ADDRESS AND TELEPHONE NUMBER OF THE PERSON PREPARING THE PLAT; IDENTIFICATION CLEARLY STATING THAT THE DRAWING IS A PRELIMINARY PLAT; LEGAL DESCRIPTION OF THE PROPERTY WITH U.S. SURVEY SECTION, TOWNSHIP AND RANGE LINES; EXISTING AND PROPOSED RIGHTS-OF-WAY AND EASEMENTS; PROPOSED STREET NAMES; NAMES, APPROPRIATELY POSFFIONED, OF ADJOINING PLATS; STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this Vday of ,TH-vv_ , A.DJ180? to me and/or ORIGINAL RECEIVED JUN 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Page I 0 0 DIMENSIONS AND AREA OF THE FOLLOWING: THE OVERALL PLAT AND EACH LOT STREETS RIGHTS-OF-WAY, INCLUDING RADII OF CUL-DE-SACS; COMMON OPEN SPACE OR OTHER LAND TO BE DEDICATED FOR A PUBLIC PURPOSE IF ANY. ORIGINAL RECEIVED JUN 2 9 2006 PLANNING DEPARTMENT Page 2 CITY OF CLEARWATER LL rwater v Engineering Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4747 Fax: 727-562-4755 SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION SUBMIT 3 COPIES OF THE ORGINIAL APPLICATION INCLUDING SITE PLANS E CLEARWATER DOWNTOWN STORMWATER SERVICE DISTRICT APPLICATION PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION APPLICANT NAME: AM I Es iii -- r F-SHF.L- b E-V F-1-dPNASM MAILING ADDRESS: 1523 OFMOE SymeT, CLEA2.1?mmL, 'Fwv.,oA 33-156 E-MAIL ADDRESS: PHONE NUMBER: L-72-4) Z -78 l & ZZ CELL NUMBER: FAX NUMBER: ORIGINAL PROPERTY OWNER(S): YO L_Rb E5HEL RECEIVED (Must include ALL owners) JUN 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER AGENT NAME (S):E?T ? \R?PCS N?Pd? MAILING ADDRESS: 1-4 )H CC)Vgy P -Oft 1 ?U 1Tt , DUAQy FL 3140'6 E-MAIL ADDRESS: b0 ? k-?,?0.??1Q(COrn PHONE NUMBER: Z7J -435-0-359 CELL NUMBER: (47 - 9 080 FAX NUMBER: ?Z} -438 - 038 a Form 1365-0001 Rev. 8/03 I , • • B. PROPOSED DEVELOPMENT INFORMATION: STREET ADDRESS of the subject site: i Zy Nop-m ioo p AWEwr, (. LC'VWWY Tfk-, t'- L 337553 LEGAL DESCRIPTION: LDT5 I dwo 12- . gwa- b, AJ &OTN'S 5YBDiVISIoN PROPOSED USE and SIZE (type of business, number of dwelling units, acreage of building) 4 SiY)(pLE ??7'Ylle-?/ -IDWAI t"ES , Q, D`D'S W ES IMPERVIOUS AREA BUILDING/SIDEWALK VEHICULAR USE AREA POND AREA IMPERVIOUS TOTAL PERVIOUS AREA TOTAL SITE AREA acreage EXISTING square feet 1,U3.& C),d 3, 2140, ? 4, 00 q. 3 29.4 )710.7 /37 19??5 PROPOSED square feet 3, IP3Z.S 3 &,:5 f? ? 9 2 FOfv' CITY OF Cl+-Al, 1 "ATLTI' USE ONLY J 1; 595.(???'Iier acre up Co l :5 acres !<.?. 1320 sq1 f[. - 0.0303 Lwrcs; 1 ,?95.(N) 0:0 63. Ill [8.595.00 .? acre, OIZ y 7''000.00 for projects LIFLer than L5 acr s ((2, .total pro?cct sizc 3.5 acru', i?,000.0U 1 (,.? icre, ?5,00O.O0) Io2.500.00) $ -I'M lf_) ( a? us x ?; 25.000 UCt i RECEIVED 2 9 2006 Lo 11129 Form 1365-0001 Rev. 8/03 2 PLANNING DEPARTMENT CITY OF CLEARWATER 4 , • • ADDITIONAL POLLUTION CONTROL PROGRAMS: (e.g. covered parking, well car program, xeriscape landscaping) ?Ju.?¢r Q ?em?i Prove d eJ Orr 5e? C. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representative to visit and photograph the property described in this application. oatur rtyowner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this _gM day of y'h e-- A.D. 20 a? tome and/or by SI+G Va i1utW4 , who is personally known has produced eo.ti4,e as identification. o CA? Notary public, My commission expires: pRA AG LEENA J. YAGNIK Z -5 Notary Public. State of Florida My comm. expires June 6. 2008 No. DD 326140 ORIGINAL RECEIVED Form 1365-0001 Rev. 8/03 JUN 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER y r yd Y 1 ?7 St ? ? 4 ow, q6% vvvt Oyu ,q r r, fax- - a? Its Yt - a P,tptk4? /to ?- pug Cunt ??r ?? ? rrnPvqf-c-c jU 04A l2. S 6n (off Ape- S ' lu (s t1.? ?+ 5 L Sf?ar? slta.?c f6d' C?h-`- rn,? of Cp5ar, G&A?? &--,' ORIGINAL RECEIVED JUN 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER SALw 6/29/2006 Receipt #: 1200600000000006694 4:01:03PM p = ` Date: 06/29/2006 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid PLT2006-00004 Preliminary Plat 010-341240 600.00 FLD2006-06040 03 Flex Std-Commercial 010-341262 475.00 Line Item Total: $1,075.00 Payments: Method Payer Bank No Account No Confirm No How Received Amount Paid Check AMNON ESHEL R -D 160 In Person 1,075.00 Payment Total: $1,075.00 THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cReceipt.rpt Page 1 of 1 `Clearwater • 0 r'C,SaaocP- 0c0041 Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets ? SUBMIT APPLICATION FEE $ LI ?S CASE #: ?-/ RECEIVED Y (staff initials): DATE RECEIVED: OBSOLETE * NOTE: 15 TOTAL SETS OF INFORMATION REQUI RED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Residential Infill Project (Revised 03/28/2006) PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: _._A...???l.__...?NE.L............__.__. _-S E_?.-...._.__.._._ vrarr,.?Vj_._._...___...._._.._... MAILING ADDRESS: ?2ApV(p.E.._?5..?. .?a' ?^!!4> PHONE NUMBER: f?2?) Zug -1foZ77_ CELL NUMBER PROPERTY OWNER(S): YOL.A)VD t?slt ?L List ALL owners on the deed "-"___ AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: 14 I N C0yN7V P-aty I "Ju l m 14 ? UA ,?Z?) 438-03_5 FAX NUMBER:) -739-6 -4) (C q l _ q? 8 E- MAIL ADDRESS: bre t (a) IC54 B. PROPOSED D PROJECT NAME: STREET ADDRESS PARCEL NUMBER(S): PARCEL SIZE (acres): LEGAL DESCRIPTION: PROPOSED USE(S): LOPMENT INFORMATION: (Code Section 4.202.A) PROJECT VALUATION: $ 00'?71....._YNtWN1+crv? ......_.... 15-29- 15- 10314f-000- 0110 PARCEL SIZE (square feet): DESCRIPTION OF REQUEST: Specifically identify the request (include number of units or square footage of non-residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) 07 A ORIGINAL _sF CITY OF CLEARWATER Page I of'8 • Description of Requests The proposed requests are as Follows: 0 1. A request for two shared driveways to be located along Grove Street which is a dead end street. The dead end is approximately 150' from the site. The two driveways will serve 4 units. 2. A request for back out parking onto Grove Street from the two shared driveways serving the four townhome units. ORIGINAL RECEIVED JUN 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4.202.A.5) 0 SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) ,% Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA- Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. 561F A,7IACW 67 ?.??, ., .,.. ........... ...n_..___._...................1-11--- 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. 4. The proposed development is designed to minimize traffic congestion. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. ORIGINAL PLANNING DEPARTMENT Page 2 ot's CITY OF CLEARWATER WRITTEN SUBMITTAL REQUIREMENTS: (Residential Infill Project Criteria) A 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. 4. ................... . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. . . . . . . . . . . . . . . . . . . . . . ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .......... .................................................... ..... ... --- ................................ . . . .................................... ... . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . -1-1.1 ................................................. The uses or mix of use within the residential infill project are compatible with adjacent land uses. 5. ........................... ............................................................................................................................................................... ..... ........... .............................. _................................ ..................................._..........._................ ...._....... _................................................................ ---............. ......................... ........................... The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 6. The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a w hole. 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. ORIGINAL RECEIVED JUN 2 9 2006 PLANNING DEPARTMENT Page s ot'8 CITY OF CLEARWATER ORIGINAL • RECEIVED JUN 2 9 2006 APPLICATION SUPPLEMENT PLANNING DEPARTMENT For 124 Booth Avenue, Clearwater CITY OF CLEARWATER D. Written Submittal Requirements [Section 3-913.A General Applicability Criteria]: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density, and character of adjacent properties in which it is located. The proposed Booth Avenue Townhomes are located on the North West corner of Booth Avenue and Grove Street in Clearwater. The lot is trapezoidal in shape the deepest part of the lot is 73.0 feet the narrowest is 47 feet and is approximately 100 feet long and totals 6,000 square feet MOL. The property is located in the Town Lake Residential District. The proposed use of a 4 unit townhome is permitted within this district. The zoning supports 4 units on this parcel. Scale The scale of this building is in conformance with the recently constructed townhomes on the south side of Grove Street. This building will be larger than many existing buildings until additional redevelopment in the area occurs. Bulk The Building is 87' long x 40' deep with 6'0" side yard setbacks. Coverage The site is 6,000 s.f. The building is 3,480 s.f.. The lot coverage is 0.58. ISR of site is 4,124 s.f. (or 0.687). Thus, available lot coverage is not maximized. Density Only 2 of the adjacent properties have been redeveloped, the townhome development across the street on Grove and the Mini storage west on Grove. There is an office building west of the project and residential north of the project. South of the project consists of a fenced off parking area in need of redevelopment and South east is also vacant in need of redevelopment. Character Grove Street is a combination of single family, multi-family and commercial. Booth Avenue is primarily residential. 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. All lots in this block are developed, many developed prior to 1950 meeting no current codes. This will be the first redevelopment project in this block and hopefully will provide a catalyst for redevelopment of the neighboring parcels. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. This development will be a four-unit town home project, two floors over parking. The prior structure was an old residential structure and detached 2 car garage that extends s • off the property. This development will have no impacts on the health and safety of the neighborhood. Sidewalk will be provided along Grove street to meet current Code requirements. The existing back out driveway onto Booth Avenue located at the intersection of Grove will be removed. 4. The proposed development is designed to minimize traffic congestion. The proposed four units will have nominal impact on traffic as driveway access is proposed along Grove Street which is a dead end street less than 150 feet west of the property. This project has been designed with back out parking onto Grove Street. The existing back out driveway onto Booth Avenue located at the intersection of Grove will be removed. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The proposed development of a four-unit Townhome is consistent with the neighborhood which is made up of multi-family housing, residential and commercial. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The development of a four-unit townhome two stories over parking will not impose on the adjacent parcels. Residential Infill Project Criteria: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards. This development requires access to the individual garage units for the property. This project is requesting the use of two shared driveways, serving the 4 units, accessing Grove Street, which dead ends approximately 150' from the property. Access to Booth Avenue is feasible; however, Booth is a more heavily traveled road. These driveways will also require back out parking onto Grove Street. 2. The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties. The current assessed value of the property, per the Pinellas County tax rolls, is $70,700 and was purchased for $129,000. The applicant estimates that the value of the property after the proposed redevelopment will be no less than $1,000,000. This project will be the catalyst for the neighborhood, and the value of surrounding properties will be increased by the redevelopment project. 3. The uses within the residential infill redevelopment project are otherwise permitted in the City of Clearwater. ORIGINAL RECEIVED Townhomes are permitted in the City of Clearwater. JUN 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • E 4. The uses or mix of uses within the residential infill project are compatible with adjacent land uses. The townhome use is compatible with the existing office, residential and townhome uses on the adjacent lands. 5. The design of the proposed residential infill redevelopment project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The proposed residential infill redevelopment project is located in the Town Lake Residential District which is an area that the City envisions re-developed. 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. There are no requests with regard to lot width, setbacks or height. Resident parking is located onsite. Back out parking is required, however, based on the location of the driveways on Grove Street and the fact that Grove Street dead ends approximately 150 feet west of the property there should be no impacts on the immediate vicinity. ORIGINAL RECEIVED JUN 2 92006 PLANNING DEPARTMENT CITY OF CLEARWATER • E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) f4 A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ? If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. f,$ At a minimum, the STORMWATER PLAN shall include the following; Existing topography extending 50 feet beyond all property lines; L& Proposed grading including finished floor elevations of all structures; IX All adjacent streets and municipal storm systems; ?P Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. 'iG Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; I* Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4202.A) SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; ?l TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees; TREE INVENTORY; prepared by a "certified arborisf', of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to 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 will be used in determining whether or not deviations to the parking standards are approved; GRADING PLAN, as applicable; PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; ORIGINAL RECEIVED Page 4of8 JUN Z 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • M G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A) SITE PLAN with the following information (not to exceed 24" x 36"): V Index sheet referencing individual sheets included in package; ................. V North arrow; ................. d Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; ................. K All dimensions; Footprint and size of all EXISTING buildings and structures; ?e Footprint and size of all PROPOSED buildings and structures; i All required setbacks; K All existing and proposed points of access; .................. All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including K description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; x Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas r? 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 F (per Section 3-201(D)() and Index #701); Location of all landscape material; h Location of all onsite and offsite stormwater management facilities; F Location of all outdoor lighting fixtures; and a Location of all existing and proposed sidewalks. P SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; Building and structure heights; ..... ............. Impermeable surface ratio (I.S.R.); and ... ............... Floor area ratio (F.A.R.) for all nonresidential uses. EXISTING REQUIRED PROPOSED __. _.____......_..._._._,.. _. ______.. ?......_._.._._.._.._.__. _.. ..._.._._..___...... _._..... VIA .......................... _.._.......... .......... _......... REDUCED COLOR SITE PLAN to scale (8 Y2 X 11); FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed 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; D..._6_g ......._ ........................ ORIGINAL RECEIVED JUN 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Page 5 of 8 • 0 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) Q' LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): tx All existing and proposed structures; ................. Names of abutting streets; ................. Drainage and retention areas including swales, side slopes and bottom elevations; K Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Je y Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required it tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant JK_ schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all y existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and PC protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; dr Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. R( REDUCED COLOR LANDSCAPE PLAN to scale (8'/2 X 11); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) El BUILDING ELEVATION DRAWINGS - with the following information; it All sides of all buildings; Dimensioned; Colors (provide one full sized set of colored elevations); Materials; 'd REDUCED BUILDING ELEVATIONS - same as above to scale on 8'/z X 11. J(YAGE: (Division 19. SIGNS / Section 3-1806) ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8'h X 11) (color), if submitting Comprehensive Sign Program application. ORIGINAL RECEIVED JUN 2 9 2006 Page 6 of 8 PLANNING DEPARTMENT CITY OF CLEARWATER • ORIGINAL RECEIVED K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) - PLANNING DEPARTMEN Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: CITY OF CLEARWATER ¦ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. ¦ Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-5624750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Or Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my kno ledg and authorize City representatives to visit and otograpp the property described in this application. nature of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLA Sworn to and subscribed before me this .? day of ti'h A.D. 20 D to me and/or by q- C. q who is perso ally known has cu d9$'??j'? ?E produced' 617,,g, tv6iolelet as identification. A V4 J. YAGN Notary public, _ State of My commission expires: F jr ree ane AGE LEENA J. YAGNIK Page 7 of 8 = Notary Public, State of Florida My comm. expires June 6, 2008 No. DD 326140 2008 • 10 N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: hoc w C.5 rao-t. 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): I., Zq - Q2K)1--AVENuG- 3. That this property constitutes the property for which a reques t for a: (describe request) L( op l I jo w) o_+d? 4. That the undersigned (has/have) appointed and (does/do) appoint: 8343 ??? I?QSrW d ?sssoc fA.i? yiyG. (V16 - /961-teD ,? fZGhr ?T?c7S as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. T a I/w , the undersi ned authority, hereby certify that the foregoing is true and correct. Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this ? day of s11 IV_ , >?6 personally appeared ?S NC l V2 )q IVL who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. LEEtVA J. YAGNIK RFNotar ry Public, State of Florida mm. expires June 6 2008 , Notary Public Signature No. DD 326140 Notary Seal/Stamp My Commission Expires: ORIGINAL RECEIVED JUN 2 9 2006 Page 8 of8 PLANNING DEPARTMENT CITY OF CLEARWATER dR:: 14)Z-Hr-6WI j Pania08 Prepared By and RET' RN to: David W. Griffin, P k. 565 South Duncan E ienue Clearwater. FL 33' i6 (737) 466-6900 Tele (727) 466-9777 Fax FILE #27,733 ORIGINAL RECEIVED JUN 2 9 2006 THIS I ";DENTURE, Wherever used herein, the im 'parry' shall include the heirs, personal representatives, successom and/or assigns of il rupective parties hercm; the use of the singular number shall include the plural, and ih plural the singular, the use of any gender shall include all genders; and, if used, the tc o 'note" shoo include all the notes herein described if mme than one PLANNING DEPARTMENT CITY OF CLEARWATER Made this O tiL? day of AUGUST, A.D.. 2005 Betwe, n OTTO R. SCI WEITZER, a single man, whose address is: 904 Plaza Street, Clearwater, Florida 33755, party ( f the first part, and YOLAND E HEL, a married woman, whose mailing address is: 1527 Orange Street, Clearwater, F Drida 33756, parry of the second part, Witne Seth, that the said party of the first part, for and in consideration ofthe sum of Ten Dollars and o her good and valuable considerations, to it in hand paid by the said parry of the second part, tl e receipt whereof is hereby acknowledged, has granted, bargained and sold to the said party of t e second part forever, the following described land, situate lying and being in the County of Pir :llas, State of Florida, to wit: Lots 1 and 12, Block 6, R. J. BOOTH'S SUBDIVISION, according to the plat thereo as recorded in Plat Book 9, Page 22, Public Records of Pinellas County, Florid; Parcel Identification No.: 15 - 29 - 15 - 10314 - 006 - 0110 a/k/a 124 N. Booth Avenue, Clearwater, Florida 33753 And, t le Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land it fee simple; that the Grantor has good right and lawful authority to sell and convey said land; tha the Grantor hereby fully warrants the title to said land and will defend the same against the 1 twful claims of all persons whomsoever; and that said land is free of all encumbrance ., except taxes accruing subsequent to December 31, 2004 and easements and restrictions o record. In Wi aess Whereof, the said party of the first part has caused these presents to be signed the day and y :ar above wri en. 1 ?{ f OTTO R. SCHWEITZER ZOin ''HDHV 0211,811 L8LVT9VLZL YVH LZ:ZT 900Z/09/90 Nd6£:ZI& -U n r 0W Ii pani000d OTTO R. SCI WEITZER, a single man, whose address is: 904 Plaza Street, Clearwater, Florida 33755, party fthe first part, and POLAND E iHEL, a married woman, whose mailing address is: 1527 Orange Street, Clearwater, F orida 33756, party of the second part, Witnt Iseth, that the said party of the first part, for and in consideration of the sum of Ten Dollars and c her good and valuable considerations, to it in hand paid by the said party of the second part, t ie receipt whereof is hereby acknowledged, has granted, bargained and sold to the said party of 1 ie second part forever, the following described land, situate lying and being in the County of PiI ellas, State of Florida, to wit: Lots 1 l and 12, Block 6, R. J. BOOTH'S SUBDIVISION, according to the plat therea ' as recorded in Plat Book 9, Page 22, Public Records of Pinellas County, Florid Parcel Identification No.: la - 29 - 15 - 10314 - 006 - 0110 a/k/a 124 N. Booth Avenue, Clearwater, Florida 33753 And, ae Grantor hereby covenants with said Grantee that the Grantor is lawfiilly seized of said land is fee simple; that the Grantor has good right and lawful authority to sell and convey said land; th< L the Grantor hereby fully warrants the title to said land and will defend the same against the awful claims of all persons whomsoever; and that said land is free of all encumbrance s, except taxes accruing subsequent to December 31, 2004 and easements and restrictions c , record. In Wi Mess Whereof, the said party of the first part has caused these presents to be signed the day and : ear above wri en. OTTO R. SCHWEITZER ORIGINAL RECEIVED JUN 2 9 2006 STATE OF ; LORIDA COUNTY C F PINELLAS PLANNING DEPARTMENT CITY OF CLEARWATER The foregoil g instrument was acknowledged before me this day of August, 2005 by OTTO R. S( HWEITZER, who is personally known to me or has produced Driver's License or other picture I.D. as identification. L"AVID W. GRIFFI N L 1MY COMMISSION 4 DO 161791 My Commi; ;ion Expires: EXPIRES: October 29,2M DAVID W. GRIFFIN, N Public coin ''HDHV OHIR i L9LtT9VLZL Xw3 LZ:ZT 90OZ/OZ/90 0 Wd6£:ZI*Z'un £ 0WII P0A1000d (American Land Title Association Commitment - 1966 Rev.) COMMITMENT Atto eys' Title Insurance Fund, Tax. ORLANDO, FLORIDA Commitment To Insure 'T'itle I i I i I i 1 S. ATTORNEY TITLE INSURANCE FUND, INC-, a Florida corporation, herein called THE FUND, fora valuab consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed insured named in Schedule A, as owner or mortgagee o the estate or interest covered hereby in the land described or referred to in Schedule A; subject to :he provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Comm ment shall be effective only when the identity of the proposed Insured and the amount of tl e police or policies committed for have been inserted in Schedule A hereof by THE FUND, eithi at the time of the issuance of this Commitment or by subsequent endorsement. This Commi ment is preliminary to the issuance of such policy or policies of title insurance and all habltlty and obligations hereunder shall cease and terminate six months after the effective date hereof .or w! en the policy or policies committed for shall issue, whichever first occurs, provided that the fails re to issue such policy or policies is not the fault of THE FUND. In I'Vihtess l^ lereoj, ATTORNEYS' TITLE INSURANCE FUND, INC. has caused this Commitment to be signe and sealed as of the effective date of Commitment shown in Schedule A, the Commitme, t to become valid when countersigned by an authorized signatory. ORIGINAL RECEIVED JUN 2 9 2006 i 4 f i PLANNING DEPARTMENT CITY OF CLEARWATER %N U rA '. Z. Attorneys' Title Insurance Fund, Inc. ` i -?•??. SEAS. Y ?? .. n ; B z.C / Charles J. Kovaleski President SERIAL. c° 2622336 F i 7 j '. 90T] - HOU QUIRK L9LVT9VLZL XHd LZ:ZT 90OZ/OZ/90 J 4' s Commitment No.: C 7-2822336 Wd6C:ZIun 6 8WII P8A1808 FUND C OA1.WIT11ENT FORA Schedule A Effective Date: May 27, 2005 Agent's File Reference: ;127,783 1. Policy or Pol :ies to be issued: OVIINER'S: Proposed Iris red MORTGAGI E: Proposed Ins real: Proposed Amount of Insurance: $129,000.00 ORIGINAL $ _ RECEIVED JUN 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 2. The estate or nterest in the land described or referred to in this commitment is a fee simple estate and title ther, to is at the effective date hereof vested in: OTT( R. SCHWEITZER 3. The land refs -red to in this commitment is described as follows: Lots' 1 and 12, Block 6, R.J. BOOTH'S SUBDIVISION, according to the plat tl :reof as recorded in Plat Book 9, Page 2?, Public Records of Pinellas Couni Florida. ISSUE-.D B) DAVID W. GRIT FIN, P,A. NA.AIL OF AGE r 565 South DUncan Av nue MAILING ADDR iS POLAND ESHEL 12140 AGENT NO. AGENTS SIGNA'T'URE Clearwater 111T V Florida 33756 902 ''HDHV OHIHN L9L6T9VL9L XVJ LZ:ZT 90OZ/OZ/90 Wd6E:N*-unr H11 Pan1809a FUND C010,11TMENT FOR1kI Schedule B Commitment No.: C `-2822 336 I The followint are the requirements to be complied with: ORIGINAL RECEIVED !UN 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1. Patimlt it of the hill consideration to, or for the account of, the grantors or mortgagors. 2. Instrui cents creating the estate or interest to be insured which must be executed, delivered and tiled -6 r record: A. "Execution a_nd recording of Warranty Deed from Otto R. Schweitzer, a single man, to Yoland Eshel, a single man. B. EXecution and recording of Satisfaction of Mortgage from Washington N!lutual Batik, F.A., for that certain mortgage from Otto R. Schweitzer, a single man, dated August 18, 2003 in the original principal amount of $73,710.00 recorded August 19, 2003 in O.R. Boole 12997, Page 1797, Public Records of Pinellas County, Florida. 11 Schedule B o' the policy or policies to be issued will contain exceptions to the following matters unless the same are isposed of to the satisfaction of The Fund: Defec liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the pu ,lic records or attaching subsequent to the effective date hereof but prior to the date the propo ed Insured acquires. for value of record the estate or interest or mortgage themon covered by thi commitment. 2. Any o vner policy issued pursuant hereto will contain tinder Schedule B the standard exceptions set foi :h at the inside cover hereof. Any mortgagee policy will contain tinder Schedule B the stand, -d exceptions unless an affidavit of possession and a satisfactory current survey are submi ted, an inspection of the premises is made, it is determined the current year's taxes or specie . assessments have been paid, and it is determined there is nothing of record which would trive r se to mechanics' liens which could take priority over the mortgage (where the liens would other, ise take priority, submission of waivers is necessary). 3.' Subje t to restrictions, conditions, reservations, easements and other matters contained on the plat o R. J. BOOTH'S SUBDIVISION as recorded in Plat Book 9, Page 22, Public Records of Pinell Ls County, Florida. 4. Any , averse ownership claim by the State of Florida by right of sovereignty to any portion of the lai ds insured hereunder, including submerged, filled and artificially exposed lands. and lands accrei !d to such lands. Parcel Identification Number: 1.5 - 29 - 15 - 10314 - 006 - 0110 2004 Real Estate Ta :es were paid November 18, 2004 to the amount of $1,3=17.29. to In " HDHV 0HIHNt L9LVT9VLZL XV3 LZ:ZT 900Z/OZ/90 0 0 1 ' 1 - tp `v. riisill LONG RANGT PLANNING DI:vFI.OPmFNT REVIEW February 9, 2007 Mr. Bret Krasman 1714 County Road 1, Suite 14 Dunedin, FL 34698 C ITY OF C LEARWATER PLANNING DEPARTMENT Posr OI--I=iCe Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL. SGRVICVS BUILDING, 100 SOUTH MYR77.i, AVI?NUti, CI.r.ARWATER, FLORIDA 33756 TIi1.GPilONE (727) 562-4567 FAx (727) 562-4865 Re: FLS2006-07041 and PLT2006-00004 (124 Booth Avenue) Dear Mr. Krasman: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On January 2, 2007, the Development Review Committee (DRC) reviewed your Flexible Standard Development to permit four attached dwellings (townhomes) within the Downtown (D) District as per Section 2- 902.C of the Community Development Code along with a Preliminary Plat associated with said Flexible Standard Development application. The DRC APPROVED these applications based upon the following Findings of Fact and Conclusions of Law and subject to the attached conditions of approval: Findings of Fact: 1. That the 0.137-acre subject property is located at the northwest corner of Booth Avenue and Grove Street; 2. That the subject property is located within the Downtown (D) District and the Central Business District (CBD) Future Land Use Plan category; 3. That the development proposal is subject to the requirements of the Clearwater Downtown Redevelopment Plan and the Design Guidelines contained therein as the property is located within the Town Lake Residential character district; 4. That the development proposal is compatible with the surrounding area and will enhance other redevelopment efforts; and 5. That there are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Standards and Criteria as per Section 2-902 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2-902.C of the Community Development Code; 3. That the development proposal is consistent with the General Standards for Level One and Level Two Approvals as per Section 3-913 of the Community Development Code; 4. That the development proposal is consistent with the Downtown Design Guidelines; and 5. That the development proposal is consistent with the Visions, Goals, Objectives and Policies of the Clearwater Downtown Redevelopment Plan and the Town Lake Residential character district. FRANK I IMBARD, MAYOR ]LAIN' DORAN, ClWhNC 1A1::.%1BP.R I IMT I IANIIIAON, COt MAIA11,M]WR I311.I. jonsON, COWmcu.;,uF..%iisitk CARi.r.? A. I'r•rrr.?r:??, C?x?cii.,vr>n+r:R I)MPLOYiNIFNT A:ND Al:rn;MALivi•; Ac nw,' l:.?mu»rai?? February 9, 2007 0 • 124 Booth Avenue - FLS2006-07041 / PLT2006-00004 Page 2 of 2 Conditions of Approval: 1. That prior to the approval of the Final Plat, the open space/recreation impact fees must be paid; 2. That prior to the issuance of any building permits, the Final Plat for "Four Seasons Grande" shall be recorded; 3. That prior to the issuance of any building permits, all Fire Department conditions are addressed; 4. That prior to the issuance of any building permits, the civil and landscape plans shall be revised to depict the locations of the proposed light poles; 5. That prior to the issuance of any building permits, the civil and landscape plans shall be revised to depict the means by which the mechanical equipment associated with Unit "A" is to be screened from view from Booth Avenue; 6. That prior to the issuance of a Certificate of Occupancy, any required Transportation Impact Fees are paid; 7. That prior to the issuance of a Certificate of Occupancy, all utilities including individual distribution lines will be installed and/or relocated underground; and 8. That the final design and colors of the buildings are consistent with the architectural elevations approved by Staff. I concur with the findings of the Development Review Committee and, through this letter, APPROVE your application for Flexible Standard Development with the above conditions. This approval is based upon, and must adhere to, the application and development plans date stamped received February 1, 2007. Pursuant to Section 4-303 of the Community Development Code, an application for a building permit shall be made within one year of Flexible Standard Development approval (by February 9, 2007) with all required certificates of occupancy being obtained within two years of the date of issuance of the building permit. Please be advised that time frames do not change with successive owners. An extension may be granted by the Community Development Coordinator for a period not to exceed one year and may be done only within the original period of validity. The Community Development Coordinator may approve one further extension not to exceed one year for good cause shown and documented in writing. The coordinator must receive the request for extension within the period of validity following the first extension. The issuance of this Development Order does not relieve you of the necessity to obtain building permits or pay 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. Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562-4539 or via e-mail at robert.tefft(Q!nyclearwater.com. Sincerely, Michael Delk, AIC Planning Director S: (Planning DepartmentlC D BlFlex Standard (FLS)IInactive or Finished Cases0ooth Ave 124 (D) - ApprovedlBooth Ave 124 -Development Order 02- 08-07.doc f 0 AF 4, ??! n l i OF )#?? rr a Y O M ?11* ?Q ?!M/1 LONG RANGr: PLANNING DrVr1.OPMI;NT RIiVIrW February 7, 2007 Mr. Bret Krasman 1714 County Road 1, Suite 14 Dunedin, Florida 34698 C ITY OF C LEARWATER PLANNING DEPARTMENT Pose OrI=Icr Box 4748, CLHARWATER, FLORIDA 33758-4748 MUNICIPAL. SERVIC@s BUILDING, 100 SOUTH MYRTI.1: AVrNUr, CU.ARWATrR, FLORIDA 33756 Tiu--P11oNI? (727) 562-4567 FAX (727) 562-4865 Re: FLS2006-07041 (124 Booth Avenue) Dear Mr. Krasman: This letter is in response to the revised plans submitted on February 1, 2007, to address those comments made by the Development Review Committee (DRC) at its meeting of January 2, 2007, in reference to the above project. A review of those plans was conducted and the following comments remain outstanding and will need to be addressed as stated: Pursuant to Section 3-904.A of the Community Development Code, no structure or landscaping may be installed which will obstruct views at a level between 30" above grade and eight feet above grade within the sight visibility triangles. Each of the proposed dwelling units encroaches into at least one of the required sight visibility triangles. The redesign of the proposed dwellings will be necessary. ? UPDATE 12-05-06: The response letter states that an encroachment into the sight visibility triangles was requested; however the letter does not provide any justification for granting this deviation or indicate how the reduced sight visibility will be mitigated. Provide sufficient mitigation/justification to support granting the deviation or redesign the proposal to meet the requirements of the Code. ? UPDATE 02-06-07: The response letter states that a distance of nine feet within the downtown area was deemed acceptable at the DRC meeting. While this is correct from the standpoint of the Engineering Dept., the Planning Dept. still requires that the above comment be addressed as per the 12-05-06 UPDATE. This comment shall need to be resolved prior to the issuance of a Development Order. 2. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, building materials shall be used that are consistent with and relate to the architectural style of the building. While the materials intended to be used may meet this Guideline, the proposed building materials have not been identified on the architectural elevations. Please be advised that the Design Guidelines set forth certain materials that can and cannot be utilized on the first three floors of a building. ? UPDATE 12-05-06: The response letter states that the building materials have been denoted on the plans; however the plans do not include any notations as to the proposed building materials. PRANK I I11MARU, MM 01z JOHN DORA,A, C??i?Nr.n.>ir:wtrR I?IM T I IANIIIAON, COI?NCII-Mu;MBIT', 13u.I. JclNSC>?, COI KCIL\tl?\tlil?it CARLBN A. hs'i sl:N, Cot xcai ir:>Ilir:r. "I'QUAL EMPLOYMENT A.NI) Arrn;?I:?nvt: Ac:'TIo'\, Fimi,i.m t::R" February 6, 2007 • FLS2006-07041 (124 Booth Avenue) Page 2 of 3 ? UPDATE 02-06-07: The response letter again states that the building materials have been denoted on the plans; however the plans again do not include any notations as to the proposed building materials. This comment shall need to be resolved prior to the issuance of a Development Order. 3. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, lighting and light fixtures should be part of an overall design plan and their design and placement appropriate to the building they will serve. How is lighting proposed to be incorporated into the design of the building and the site? How will such lighting meet the Design Guidelines? ? UPDATE 12-05-06: The response letter states that lighting is to be used on the exterior of the building to accentuate the height of the building as well as the landscape lighting. This response is unclear - is lighting to be affixed to the exterior walls of the building? ...is lighting to be installed on the ground and light directed on to the building? ...is lighting to be affixed to the exterior walls of the building and directed to accentuate the landscaping? ...where are these fixtures located? ...how do the fixtures comply with the Design Guidelines? Provide responses to each of these questions and revise the plans as necessary to depict the proposed lighting. ? UPDATE 02-06-07: The above requested that responses be provided to each of the above questions. This was not done. Based upon what was provided, I am concluding that lighting will be mounted to the exterior of the building, and that there will be pole mounted fixtures somewhere on the property (a detail of the pole was provided), but these locations are unknown. While the detail of the fixture provided does answer the above question as to compliance with the Design Guidelines, please provide clear responses to the questions asked and depict the locations of all light fixtures proposed on the plans. This comment shall need to be resolved prior to the issuance of a Development Order. 4. Pursuant to Section 3-1404.C of the Community Development Code, all required parking spaces, including appropriate access thereto, shall remain unobstructed and available for use in accordance with their purpose. The proposed tandem parking spaces will need to be redesigned. ? UPDATE 12-05-06: Depict on the plans the turning movements necessary for the vehicles to access the proposed garage parking spaces. ? UPDATE 02-06-07: The Vehicle Track and Sight Triangle detail provided on the site plan is not consistent with the site plan. The detail depicts a distance of ten feet (10') between the building and the property line, while the site plan depicts a distance of nine feet (9') between the building and the sidewalk. This is a difference of two feet (2'), which appears to result in a conflict with the sight visibility distance previously deemed acceptable within the downtown area by the Engineering Dept., and which has still not been accepted by the Planning Dept. This comment shall need to be resolved prior to the issuance of a Development Order. 5. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, when located at grade, mechanical and utility equipment shall be placed in the least obtrusive location possible and screened from adjacent properties and rights-of-way by fencing, walls and/or landscaping. When located on the roof, mechanical and utility equipment shall be integrated into the design of the building through use of parapet walls, towers, or other architectural elements. Depict the locations of mechanical and utility equipment and the means by which they will be screened. ? UPDATE 12-05-06: The mechanical equipment has not been depicted. Revise the plans to depict the locations of all mechanical equipment and the means by which it is to be screened. February 6, 2007 FLS2006-07041 (124 Booth Avenue) Page 3 of 3 ? UPDATE 02-06-07: While the mechanical equipment associated with units B, C and D will be adequately screened by the building, the mechanical equipment associated with unit A is not depicted with any screening that would buffer the equipment from the Booth Avenue right-of-way. This comment shall need to be resolved prior to the issuance of a Building Permit. Next Step: Submittal of Revised Plans One (1) complete set of plans (collated, folded and stapled) must be revised to address the above comments and submitted to the Planning Department. Once the revised plans have been reviewed for compliance with the above comments, the Development Order for this project can be issued. Please be advised that the Flexible Standard Development approval is valid for one year; thus expiring on January 2, 2008. Prior to this expiration date, the first building permit must be applied for in order for this proposal to be considered established, and no permits may be applied for until the Development Order has been issued. Should you have any questions, please do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562-4539 Fax: (727) 562-4865 E-Mail: robert. to fft(a mvclearwater. com S: (Planning Department)C D BTIex Standard (FLS) (Pending Cases12 -Reviewed and PendinglBooth Ave 124 (D) - Approved pending conditions(RT)IBooth Ave 124 - Conditions of Approval 02-06-07.doc i r.. 9 Krasman & Associates, Inc. 1714 County Road 1, Suite 14 Dunedin, Florida 34684 Phone (727) 738-0359 Fax (727) 738-0380 February 1, 2007 City of Clearwater 100 S. Myrtle Ave, 2°d Floor Clearwater, Florida 33756 Attn: Robert Tefft Re: 124 Booth Booth Avenue/ FLS2006-07041 Case Number: PLT2006-00004 Dear Mr. Tefft: The following is in response to the January 2, 2007 DRC Comments for the above referenced project: PLT COMMENTS GENERAL ENGINEERING: 1. Provide reference to survey section, township and range per Community Development Code Sec. 4-703 A, 1-9. Response: See Revised Plat. 2. Easements are not clearly defined. Provide dimensions on the plat of all easements per Community Development Code Sec. 4-703 A, 1-9. Response: See Revised Plat. 3. Provide overall area and all dimensions of the individual lots per Community Development Code Sec. 4-703 A, 1-9. per Community Development Code Sec. 4- 703 A, 1-9. Response: See Revised Plat. 4. Provide legal description of property on the preliminary plat per Community Development Code Sec. 4-703 A, 1-9. ORIGINAL RECEIVED rLB 012007 PLANNING DEPARTMENT CITY OF CLEARWATER • • Response: See Revised Plat. 5. Include area of overall plat per Community Development Code Sec. 4-703 A, 1-9. Response: See Revised Plat. 6. Delete driveways, walkways and sidewalks.from the preliminary plat per Community Development Code Sec. 4-703 A, 1-9. Response: See Revised Plat. The above conditions shall be met prior to review by the Community Development Board. Response: Acknowledged. PARKS AND RECREATION: A recreation facility impact, fee of $200 is due for each new residential unit prior to issuance of building permit or final plat (if applicable) whichever occurs first. Credit will be given, for any existing residential units. Contact Art Kader at 727- 562-4824. Response: Acknowledged. PLANNING: 1. Preliminary plat cannot be approved (deemed sufficient) without a matching determination for the FLS case. Response: Acknowledged. 2. Provide language for the proposed Drainage/Utility Easement and Access Easement. Response: Per the DRC meeting this is not applicable. 3. The proposed concrete slabs at the rear of the units are located within the proposed Drainage/Utility Easement. Clarify what conflicts will present themselves by locating an impervious surface within a "drainage easement". Response: As discussed the intent of the drainage design of this property is the route water away from an existing drainage problem. This is being done by routing water around tot eh north east corner of the project. There are no conflicts by locating an impervious surface within an easement as sidewalks and driveways are also within the easement. Water is to be directed over or around any impervious area. ORIGINAL RECEIVED FEB 012007 PLANNING DEPARTMENT CITY OF CLEARWATER • • 4. Clarify the purpose of the proposed Access Easement. Response: This easement is no longer needed and has been removed. 5. Plat will need to be revised based upon comments associated with FLS2006-07041. Response: Acknowledged. FLS COMMENTS 2006-07041 GENERAL ENGINEERING: 1. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304.) Please include Index #109 in plans. Response: See revised plans. 2. Provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer Extension prior to issuance of a building permit. Response: This will be provided under separate cover. 3. A separate right-of-way permit will be required.for all work within the right-of-way of any of the adjacent street(s) that are assigned to the city. Contact Don Melone (727) 562-4798 in Room #220 at the MSB (Municipal Services Building). Response: Acknowledged, this has been noted on the plans. 4. Applicant shall provide a copy of an approved health permit.for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www. dep. state. fl. us/titi atcr/drinkirrgwater/forms. htrn Response: We will no longer be extending the water main. This is no longer applicable. 5. Per Clearwater Contract Specifications and Standards Section IV, sanitary sewer mains located in side lot easements shall be C 900, SDR 18 PVC pipe. Indicate on the plans that this material shall be used accordingly. Response: See revised plans. 6. Note on the plans, "The City of Clearwater will provide water tap, and a B.F.P.D. (back flow preventor device) i f applicable. Applicant is responsible for all applicable impact and installation fees". ORIGINAL RECEIVED r-rB o 12007 PLANNING DEPARTMENT CITY OF CLEARWATER 0 Response: See revised plans. 7. Delete "Brick Paver Section" detail from page 5 and replace with Clearwater Contract Specifications and Standards Index # 113. Response: See revised plans. 8. Note on the plans, doghouse manhole is to be installed on top of a reinforced poured in place or precast concrete slab. Response: See revised plans. 9. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304.) Index #109 shall be included in plans. Response: See revised plans. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. Response: See revised plans. ENVIRONMENTAL: 1. Buy-In application for Clearwater Downtown Stormwater Service District accepted. Prior to building permit, fee of $2,547.50 shall be paid. Response: Acknowledged. FIRE: 1. Fire Sprinkler Systems to be NFPA 13R systems. As Townhomes each unit is required to have an individual system riser and control valve with a local flow alarm. Monitoring to a central station will not be required. A single 2 112"FDC can be installed on the system side of the riser. Acknowledge PRIOR TO DO Response: Metro is having fire flow calculations completed by Bill Wilson of Accurate Systems (727-596-8507) prior to permitting. ORIGINAL RECEIVED FEB O12007 PLANNING DEPARTMENT CITY OF CLEARWATEP • 0 2. PLEASE INCLUDE FLORIDA FIRE PREVENTION CODE-2004 EDITION IN YOUR SUMMARY OF CODES. Acknowledge PRIOR TO DO Response: Acknowledged. 3. Provide Fire Flow Calculations / Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. Calculations / Water Study due PRIOR TO CDB Response: Metro is having fire flow calculations completed by Bill Wilson of Accurate Systems (727-596-8507) prior to permitting. 4. Show the location of fire hydrants. 1 fire hydrant within 40'-100', for Fire Department Connection. 2nd fire hydrant must be within 300' on the same side of the street.for firefighting. Acknowledge PRIOR to D. 0. Response: See revised plans, there is one hydrant on the north east corner of the Booth, Grove intersection across from the project. There is a second hydrant on the south side of Grove approximately 100' from the project. 5. Fire Sprinkler Systems to be NFPA 13R systems. As Townhomes each unit is required to have an individual system riser and control valve with a local flow alarm. Monitoring to a central station will not be required. A single 2 112"FDC can be installed on the system side of the riser. Acknowledge PRIOR TO DO Response: See Fire Comment 1. iare SOAPING: ( Wax Myrtle trees that are proposed have a spread of six feet (6); however they' X `being planted between four feet (4) and five.feet (S) from the building. A _ J palm tree would likely be more appropriate given the available space. Also, the`" spacing proposed in the Plant Materials Schedule is not consistent with the ? spacing depicted on the landscape plan. C J UPDATE 12-05-06: The plans have not been revised to address this comment. \dJhi -r'T ?N A- Response: Wax Myrtles have been relocated on plan. Palm root ball will con ict `kit Is. ? with utilities in the 4' wide strip. Spacing as shown is a maximum spacing per code. Plantings on plan are shown to meet or exceed (tighter spacing) this requirement. The landscape plan is inconsistent with the site plan. Submit a revised landscape plan consistent with the balance of the development proposal that meets the requirements of the Community Development Code. ORIGINAL RECEIVED FEB o 12007 PLANNING DEPARTMENT CITY OF CLEARWATER • Response: See revised landscape plan. There are several Australian Pine trees proposed to be removed that are not on your property. Please revise plans to depict these trees as to remain. UPDATE 12-05-06: The plans have not been revised to address this comment. Response: See revised plans these trees are shown to remain. ,,OeDepict on the landscape plan the canopies of all off-site trees within 20 feet of the subject property. The proposed landscaping may need to be revised based upon the canopies of these existing trees. Response: There are no existing trees within 20' of the property of the site except for the Australian Pines. Canopies have been shown on plan. These canopies will not impact understory trees proposed under them. PARKS AND RECREATION: A recreation facility impact fee of $200 is due for each new residential unit prior to issuance of building permit or final plat (if applicable) whichever occurs first. Credit will be given. for any existing residential units. Contact Art Kader at 727- 562-4824. Response: Acknowledged. STORMWATER: 1. Prior to issuance of a building permit the plan for the proposed building is to show oversized roof drains to direct roof runoff to the adjacent streets and away, from private property adjacent to this site. Response: Acknowledged. Metro Architects will design and provide gutters and roof drains to direct runoff as shown on plans. Applicant intends to pay.fee to use Town Pond_for attenuation. (12112106 PTV) Response: Acknowledged. TRAFFIC ENGINEERING: 1. Building on Lot A is encroaching into sight triangle at intersection of Booth Avenue and Grove Street. Revise plans to eliminate this encroachment. MET APPLICANT HAS SHOWN COMPLIANCE WITH EDOT SITE TRIANGLES. Response: Acknowledged. ORIGINAL RECEIVED FEB 012007 PLANNING DEPARTMENT CITY OF CLEARWATER ORIGINAL • . RECEIVED IEB 01. 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 2. Show that a scaled I T passenger vehicle parked adjacent to the stairway can enter and exit the garage without hitting any objects or the adjacent vehicle. The above to be addressed prior to a Development Order (D.0.). Response: See revised site plan. 3. Show on the plan that a scaled I T passenger vehicle backed tot eh sidewalk (9' from the face of building) will have an unobstructed view ofpedestrian traffic on the sidewalk. Response: See revised site plan. General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C. 0.). Response: Acknowledged. 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Response: Acknowledged. PLANNING: Pursuant to Section 3-904.A of the Community Development Code, no structure or landscaping may be installed which will obstruct views at a level between 30" above grade and eight feet above grade within the sight visibility triangles. Each of the proposed dwelling units encroaches into at least one of the required sight visibility triangles. The redesign of the proposed dwellings will be necessary. UPDATE 12-05-06: The response letter states that an encroachment into the sight visibility triangles was requested; however the letter does not provide any justification for granting this deviation or indicate how the reduced sight visibility will be mitigated. Provide sufficient mitigation/justification to support granting ?j`` the deviation or redesign the proposal to meet the requirements of the Code. ( 10 .? e ? f? . Response: Per the DRC meeting 9 is acceptable in the downtown area. See plan. ,I kiv 1 Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, building materials shall be used that are consistent with and relate to the architectural style of the building. While the materials intended to be used may meet this Guideline, the proposed building materials have not been identified on the architectural elevations. Please be advised that the Design Guidelines set forth certain materials that can and cannot be utilized on the first three floors of a T h 0 • building. UPDATE 12-05-06: The response letter states that the building materials have been denoted on the plans; however the plans do not include any notations as to the proposed building materials. Response: See revised elevations. Pursuant to Section 3-911 of the Community Development Code, all utilities including individual distribution lines shall be installed underground. UPDATE 12-05-06: While the response letter states that this has been acknowledged, please provide a notation to this effect on the civil plans. Response: This has been noted on the plans. Oursuant to the Design Guidelines'of the Clearwater Downtown Redevelopment Plan, lighting and light fixtures should be part of an overall design plan and their design and placement appropriate to the building they will serve. How is lighting proposed to be incorporated into the design of the building and the site? How will such lighting meet the Design Guidelines? b?- 40- ) ? • . UPDATE 12-05-06: The response letter states that lighting is to be used on the exterior of the building to accentuate the height of the building as well as the landscape lighting. This response is unclear - is lighting to be affixed to the `?? - exterior walls of the building? ... is lighting to be installed on the ground and light directed on to the building? ... is lighting to be affixed to the exterior walls of the--L building and directed to accentuate the landscaping? ...where are these fixtures nx? 44f?? located? ...how do the fixtures comply with the Design Guidelines? Provide responses to each of these questions and reviselthe plans as necessary to de ict the proposed lighting. ?aG.? r?< Ttlt.?' a d Response: See revised elevations. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, entrances should be provided along each street facade. In order to meet this Guideline (as well as begin to achieve compliance with other identified guidelines) it is suggested that the easternmost dwelling unit is modified to orient its front (though not necessarily the garage) toward Booth Avenue. UPDATE 12-05-06: The response letter states that the floor plans do not allow you to put the door on the Booth Avenue (east) elevation due to the stair configuration. In order to achieve compliance with the Design Guidelines, the above comment must be addressed. Therefore, the floor plans must be modified to accommodate an entrance on the Booth Avenue (east) elevation. ORIGINAL RECEIVED Fr--B 01.2003 PLANNING DEPARTMENT CITY OF CLEARWATER i 9 Response: See revised elevations. The proposed architectural elevations were provided with only the south elevation presented in color. Provide revised architectural elevation drawings with all four elevations presented in color. Response: See revised elevations. 07. Pursuant to Section 3-1404. C of the Community Development Code, all required parking spaces, including appropriate access thereto, shall remain unobstructed and available for use in accordance with their purpose. The proposed tandem parking spaces will need to be redesigned. UPDATE 12-05-06: Depict on the plans the turning movements necessary for the vehicles to access the proposed garage parking spaces. Response: See revised plans. ?t-n ( 4/? V4TT-5.. , , w44-W'If Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, when located at grade, mechanical and utility equipment shall be placed in the least obtrusive location possible and screened from adjacent properties and rights-of-way by fencing, walls and/or landscaping. When located on the roof, mechanical and utility equipment shall be integrated into the design of the building through use of parapet walls, towers, or other architectural elements. Depict the locations of mechanical and utility equipment and the means by which they will be screened. UPDATE 12-05-06: The mechanical equipment has not been depicted. Revise the plans to depict the locations of all mechanical equipment and the means by which it is to be screened. ?k " l 3 Response: See revised plans. J9. The proposed concrete slabs at the rear of the units are located within the proposed Drainage/Utility Easement. Clarify what conflicts will present themselves by locating an impervious surface within a "drainage easement". Response: As discussed the intent of the drainage design of this property is the route water away from an existing drainage problem. This is being done by routing water around to the north east corner of the project. There are no conflicts by locating an impervious surface within an easement as sidewalks and driveways are also within the easement. Water is to be directed over or around any impervious area. t irr Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment ORIGINAL RECEIVED ? -B 01. 2007 PLANNING DEPARTMENT CITY OF CLEARWATEP ! 0 Plan, specialized paving designs should be utilized, especially where vehicular and pedestrian paths intersect. UPDATE 12-05-06: The response letter states that this requirement has been acknowledged; however the plans do not depict compliance with this requirement. Revise the plans accordingly. Response: See revised plans. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, the primary facade shall include an architecturally prominent entrance. Since the entrances and garage doors are to be located on the same elevations, more needs to be done to elevate the importance of the entrances over the garages. Architecturally prominent entrances can be emphasized through combinations of a protruding front gable or stoop, variation in building height, canopy or portico, raised cornice or parapet over door, arches, columns, towers, etc. UPDATE 12-05-06: The response letter states that the entrances to the townhomes have been redesigned to be more prominent; however the revised plans appear to have the same entrances as those previously submitted. Response: See revised elevations. G-WClarify the purpose of the proposed Access Easement. Response: As discussed this is no longer applicable. If you have any questions please call me. Sincerely, Krasman & Associates, Inc. VA? Bret Krasman, P.E. CC: 06050 ORIGINAL RECEIVED era 01 2003 PLANNING MAMMON' CITY OF CLEAPIMV,:-? 18 ?a a e 4 a °w 0 4.00 pm Case Number: FLS2006-07041 -- 124 BOOTH AVE Owner(s): Yoland Eshel 1527 Orange St Clearwater, Fl 33756 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Bret Krasman 1714 County Road 1 Dunedin, F] 34698 TELEPHONE: 727-738-0359, FAX: 727-738-0380, E-MAIL: bret@ksaengr.com Location: 0.137 acres at the northwest comer of Booth Avenue and Grove Street. Atlas Page: 287A Zoning District: D, Downtown Request: Flexible Standard Development to permit four attached dwellings (townhomes) within the Downtown (D) District as per Section 2-902.C of the Community Development Code. Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood Skycrest Neighbors Association(s): Clearwater, Fl 33755 121 N Crest Avenue TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood Laura Street Neighbors Association(s): Clearwater, Fl 33755 1634 Laura Street TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood Drew And Plaza Park Association(s): Clearwater, 17133755 908 Drew Street TELEPHONE: 443-0737, FAX: No Fax, E-MAIL: david icelaol. om Presenter: Robert Tefft, Planner III -1 V,66V Attendees Included: 1.41?s i'I t'Q Y-l ?-?K • ?Ir` ( Q The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, January 4, 2007 - Page 40 • Prior to building permit the following issues are to be addressed: 1. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304.) Please include Index #109 in plans. 2. Provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension prior to issuance of a building permit. 3. A separate right-of-way permit will be required for all work within the right-of-way of any of the adjacent street(s) that are assigned to the city. Contact Don Melone (727) 562-4798 in Room #220 at the MSB (Municipal Services Building). 4. Applicant shall provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.fl.us/water/drinkingwater/fonns.htm 5. Per Clearwater Contract Specifications and Standards Section IV, sanitary sewer mains located in side lot easements shall be C 900, SDR 18 PVC pipe. Indicate on the plans that this material shall be used accordingly. 6. Note on the plans, "The City of Clearwater will provide water tap, and a B.F.P.D. (back flow preventor device) if applicable. Applicant is responsible for all applicable impact and installation fees". 7. Delete "Brick Paver Section" detail from page 5 and replace with Clearwater Contract Specifications and Standards Index # 113. 8. Note on the plans, doghouse manhole is to be installed on top of a reinforced poured in place or precast concrete slab. 9. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304.) Index #109 shall be included in plans. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. 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 . Buy-In application for Clearwater Downtown Stormwater Service District accepted. Fire: Prior to building permit, fee of $2,547.50 shall be paid. Development Review Agenda - Thursday, January 4, 2007 - Page 41 • • I , Fire Hydrant must be on same side of street and within 40 feet of Fire Department Connection. Show on plan, PRIOR TO DO 2. Fire Sprinkler Systems to be NFPA 13R systems. As Townhomes each unit is required to have an individual system riser and control valve with a local flow alarm. Monitoring to a central station will not be required. A single 2 1/2" FDC can be installed on the system side of the riser. Acknowledge PRIOR TO DO 3 , PLEASE INCLUDE FLORIDA FIRE PREVENTION CODE-2004 EDITION IN YOUR SUMMARY OF CODES. Acknowledge PRIOR TO DO 4. Provide Fire Flow Calculations / Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are requir developer due to the impact of this project. Calculations /Water Study due R OR TO CDC 5. Show the location of fire hydrants. 1 fire hydrant within 40'-100' for Fire Dep ent Connection. 2nd fire hydrant must be within 300' on the same side of the street for fire fighting. Acknowledge PRIOR to D.O. Fire Sprinkler Systems tobe NFPA 13 systems wnhomes eaunit is re?u;rede have an i jd 'dual system?nsel?r and c?ont of va e with.a loc 1 fl ow afia/rm./oni?torifig Yg?dcentral station 'lI not be required-A single 2 1 DC can b 'nstalled on the-syste s de of the riser. Ac owledge PRIOR TO DO Harbor Master: No comments. Legal: I . No comments. Land Resources: I , No Issues. Landscaping: I , The Wax Myrtle trees that are proposed have a spread of six feet (6); however they are being planted between four feet (4') and five feet (5') from the building. A palm tree would likely be more appropriate given the available space. Also, the spacing proposed in the Plant Materials Schedule is not consistent with the spacing depicted on the landscape plan. UPDATE 12-05-06: The plans have not been revised to address this comment. The landscape plan is inconsistent with the site plan. Submit a revised landscape plan consistent with the balance of the development proposal that meets the requirements of the Community Development Code. There are several Australian Pine trees proposed to be removed that are not on your property. Please revise plans to depict these trees as to remain. UPDATE 12-05-06: The plans have not been revised to address this comment. 4. Depict on the landscape plan the canopies of all off-site trees within 20 feet of the subject property. The proposed landscaping may need to be revised based upon the canopies of these existing trees. Parks and Recreation: I , A recreation facility impact fee of $200 is due for each new residential unit prior to issuance of building permit or final plat (if applicable) whichever occurs first. Credit will be given for any existing residential units. Contact Art Kader at 727-562-4824. Stormwater: 1 . Prior to issuance of a building permit the plan for the proposed building is to show oversized roof drains to direct roof runoff to the adjacent streets and away from private property adjacent to this site. Applicant intends to pay fee to use Town Pond for attenuation. (12/12/06 PTV) Solid Waste: No Comments Traffic Engineering: Development Review Agenda - Thursday, January 4, 2007 - Page 42 • 1. Building on Lot A is encroaching into sight triangle at intersection of Booth Avenue and Grove Street. Revise plans to eliminate this encroachment. 2. Show that a scaled 17' passenger vehicle parked adjacent to the stairway can enter and exit the garage without hitting any objects or the adjacent vehicle. The above to be addressed prior to a Development Order (D.O.). General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Planning: Development Review Agenda - Thursday, January 4, 2007 - Page 43 n 1 . I Pursuant to Section 3-904.A of the Community Development Code, no structure or landscaping lL? may be installed which will obstruct views at a level between 30" above grade and eight feet above grade within the sight visibility triangles. Each of the proposed dwelling units encroaches into at least one of the required sight visibility triangles. The redesign of the proposed dwellings will be necessary. UPDATE 12-05-06: The response letter states that an encroachment into the sight visibility triangles was requested; however the letter does not provide any justification for granting this deviation or indicate how the reduced sight visibility will be mitigated. Provide sufficient mitigation/justification to support granting the deviation or redesign the proposal to meet the requirements of the Code. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, building materials shall be used that are consistent with and relate to the architectural style of the building. While the materials intended to be used may meet this Guideline, the proposed building materials have not been identified on the architectural elevations. Please be advised that the Design Guidelines set forth certain materials that can and cannot be utilized on the first three floors of a building. UPDATE 12-05-06: The response letter states that the building materials have been denoted on the plans; however the plans do not include any notations as to the proposed building materials. Pursuant to Section 3-911 of the Community Development Code, all utilities including individual distribution lines shall be installed underground. UPDATE 12-05-06: While the response letter states that this has been acknowledged, please provide a notation to this effect on the civil plans. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, lighting and light fixtures should bb part of an overall design plan and their design and placement appropriate to the building they will serve. How is lighting proposed to be incorporated into the design of the building and the site? How will such lighting meet the Design Guidelines? UPDATE 12-05-06: The response letter states that lighting is to be used on the exterior of the building to accentuate the height of the building as well as the landscape lighting. This response is unclear - is lighting to be affixed to the exterior walls of the building? ...is lighting to be installed on the ground and light directed on to the building? ...is lighting to be affixed to the exterior walls of the building and directed to accentuate the landscaping? ...where are these fixtures located? ...how do the fixtures comply with the Design Guidelines? Provide responses to each of these questions and revise the plans as necessary to depict the proposed lighting. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, entrances should be provided along each street facade. In order to meet this Guideline (as well as begin to achieve compliance with other identified Guidelines) it is suggested that the easternmost dwelling unit is modified to orient its front (though not necessarily the garage) toward Booth Avenue. UPDATE 12-05-06: The response letter states that the floor plans do not allow you to put the door on the Booth Avenue (east) elevation due to the stair configuration. In order to achieve compliance with the Design Guidelines, the above comment must be addressed. Therefore, the floor plans must be modified to accommodate an entrance on the Booth. Avenue (east) elevation. The proposed architectural elevations were provided with only the south elevation presented in color. Provide revised architectural elevation drawings with all four elevations presented in color. Pursuant to Section 3-1404.C of the Community Development Code, all required parking spaces, including appropriate access thereto, shall remain unobstructed and available for use in accordance with their purpose. The proposed tandem parking spaces will need to be redesigned. UPDATE 12-05-06: Depict on the plans the turning movements necessary for the vehicles to access the proposed garage parking spaces. Development Review Agenda - Thursday, January 4, 2007 - Page 44 • • Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, when located at grade, mechanical and utility equipment shall be placed in the least obtrusive location possible and screened from adjacent properties and rights-of-way by fencing, walls and/or landscaping. When located on the roof, mechanical and utility equipment shall be integrated into the design of the building through use of parapet walls, towers, or other architectural elements. Depict the locations of mechanical and utility equipment and the means by which they will be screened. UPDATE 12-05-06: The mechanical equipment has not been depicted. Revise the plans to depict the locations of all mechanical equipment and the means by which it is to be screened. 9. The proposed concrete slabs at the rear of the units are located within the proposed Drainage/Utility Easement. Clarify what conflicts will present themselves by locating an impervious surface within a "drainage easement". 10. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, specialized paving designs should be utilized, especially where vehicular and pedestrian paths intersect. UPDATE 12-05-06: The response letter states that this requirement has been acknowledged; however the plans do not depict compliance with this requirement. Revise the plans accordingly. P? -) Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, the primary // facade shall include an architecturally prominent entrance. Since the entrances and garage doors are to be located on the same elevations, more needs to be done to elevate the importance of the entrances over the garages. Architecturally prominent entrances can be emphasized through combinations of a protruding front gable or stoop, variation in building height, canopy or portico, raised cornice or parapet over door, arches, columns, towers, etc. UPDATE 12-05-06: The response letter states that the entrances to the townhomes have been redesigned to be more prominent; however the revised plans appear to have the same entrances as those previously submitted. Clarify the purpose of the proposed Access Easement. Other: No Comments Notes: The Development Review Committee (DRC) cannot make a finding of sufficiency for the development proposal at this time. Plans that have been revised to fully address the above comments must be resubmitted no later than February 2, 2007. Development Review Agenda - Thursday, January 4, 2007 - Page 45 • • 4.00 pm Case Number: PLT2006-00004 -- 124 BOOTH AVE Owner(s): Yoland Eshel 1527 Orange St Clearwater, Fl 33756 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Bret Krasman 1714 County Road 1 Dunedin, F134698 TELEPHONE: 727-738-0359, FAX: 727-738-0380, E-MAIL: bret@ksaengr.com Location: 0.137 ACRES AT THE NORTHWEST CORNER OF BOOTH AVENUE AND GROVE STREET. Atlas Page: 287A Zoning District: D, Downtown Request: Preliminary Plat for the platting of four attached dwellings (townhomes) to be called "Booth Avenue Townhomes" in conjunction with FLS2006-07041. Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood Laura Street Neighbors Association(s): Clearwater, Fl 33755 1634 Laura Street TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood Skycrest Neighbors Association(s): Clearwater, F133755 121 N Crest Avenue TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: Robert Tefft, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: 1 , 1. Provide reference to survey section, township and range per Community Development Code Sec. 4-703 A, 1-9. 2. Easements are not clearly defined. Provide dimensions on the plat of all easements per Community Development Code Sec. 4-703 A, 1-9.. 3. Provide overall area and all dimensions of the individual lots per Community Development Code Sec. 4-703 A, 1-9. per Community Development Code Sec. 4-703 A, 1-9.. 4. Provide legal description of property on the preliminary plat per Community Development Code Sec. 4-703 A, 1-9.. 5. Include area of overall plat per Community Development Code Sec. 4-703 A, 1-9.. 6. Delete driveways, walkways and sidewalks from the preliminary plat per Community Development Code Sec. 4-703 A, 1-9.. The above conditions shall be met prior to review by the Community Development Board. Environmental: I . No Issues. Fire: I . No Issues Harbor Master: No Comments Legal: No Comments Land Resources: No Comments Landscaping: No Comments Development Review Agenda - Thursday, January 4, 2007 - Page 38 9 0 Parks and Recreation: I , A recreation facility impact fee of $200 is due for each new residential unit prior to issuance of building permit or final plat (if applicable) whichever occurs first. Credit will be given for any existing residential units. Contact Art Kader at 727-562-4824. Stormwater: I , No Issues. Solid Waste: No Comments Traffic Engineering: I , No Issues. Plannin Preliminary plat cannot be approved (deemed sufficient) without a matching determination for the FLS case. y6e Provide language for the proposed Drainage/Utility Easement and Access Easement. 3. The proposed concrete slabs at the rear of the units are located within the proposed Drainage/Utility Easement. Clarify what conflicts will present themselves by locating an impervious surfact within a "drainage easement". Clarify the purpose of the proposed Access Easement. 5. Plat will need to be revised based upon comments associated with FLS2006-07041. Other: No Comments Notes: REVISED PLANS MUST BE SUBMITTED NO LATER THAN FEBRUARY 2, 2007. Development Review Agenda - Thursday, January 4, 2007 - Page 39 0 0 Krasman & Associates, Inc. 1714 County Road 1, Suite 14 Dunedin, Florida 34698 Phone (727) 738-0359 Fax (727) 738-0380 November 20, 2006 City of Clearwater 100 S. Myrtle Ave #220 Clearwater, Florida 33756 Attn: Wayne Wells Re: FLS2006-07041 (124 Booth Avenue) PLT2006-00004 Dear Mr. Wells: The following is in response to your letter of request for additional information dated August 1, 2006 DRC meeting for the above referenced project as prepared by Krasman & Associates, Inc. and Metro Architects: PLT2006-00004 GENERAL ENGINEERING: 1: Provide reference to survey section, township and range. Response: See revised Preliminary Plat. 2: Easements are not clearly defined. Provide dimensions on the plat of all easements. Response: See revised Preliminary Plat. 3: Show on the preliminary plat, appropriately located, the names of adjoining subdivision plats. Response: See revised Preliminary Plat. 4: Provide overall area and all dimensions of the individual lots. Response: See revised Preliminary Plat. 5: Drainage easement shall be identified as a Drainage and Utility easement. ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 • Response: See revised Preliminary Plat. 6: Lot lines shall be extended to the north, south, east and west property lines. Response: See revised Preliminary Plat. PARKS AND RECREATION: A recreation facility impact fee of $200 is due for each new residential unit prior to issuance of building permit or final plat (if applicable) whichever occurs first. Credit will be given for any existing residential units. Contact Art Kader at 727-562- 4824. Response: Acknowledged. PLANNING: 1: Plat will need to be revised based upon comments associated with FLS2006-07041. Response: Acknowledged, see revised Preliminary Plat. 2: Preliminary plat cannot be approved (deemed sufficient) without a matching determination for the FLS case. Response: Acknowledged. FLS2006-07041 GENERAL ENGINEERING: Prior to DO, the following shall be addressed: 1. Show on the plan a doghouse manhole at connection to City sanitary sewer system. Response: See Revised Plans. 2. Show on the plan an 8-inch sanitary sewer main extension to serve individual lots A through D as required by the City of Clearwater's sanitary sewer policy. Response: See Revised Plans. 3. Show laterals and cleanouts serving the individual lots. Response: See Revised Plans. 4. 20 foot sight visibility triangles are to be drawn with the property line as a base, not ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • • from face of curb. Revise plan accordingly. Community Development Code Section 3-904. Response: See Revised Plans. 5. Length of driveway is inadequate to permit vehicles to back safely out of garage. Show on the plan a minimum of 9 feet from face of townhome to closest point of sidewalk. Response: See Revised Plans. 6. Sheet 2 will be reviewed at the time of building permit application. It may be deleted from this application. Response: Acknowledged. Prior to building permit the following issues are to be addressed: 1. Include City of Clearwater Contract Specifications and Standards Index # 305, pg. 2 of 3 with the details. Response: See Revised Plans. 2. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304) Response: See Revised Plans. 3. Provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension prior to issuance of a building permit. Response: This will be submitted for counter signature under separate cover. The approved permit will be forwarded upon receipt. 4. A separate right-of-way permit will be required for all work within the right-of-way of any of the adjacent street(s) that are assigned to the city. Contact Dora Melone (727) 562-4798 in Room #220 at the MSB (Municipal Services Building). Response: Acknowledged. 5. Revise the Sanitary Cleanout Detail on Sheet 5 to current City standard. Response: See Revised Plans. ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • • General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. Response: Acknowledged. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Response: Acknowledged. ENVIRONMENTAL: 1. Buy-In application for Clearwater Downtown Stormwater Service District accepted. Prior to building permit, fee of $2,547.50 shall be paid. Response: Acknowledged. FIRE: 1. Fire Sprinkler Systems to be NFPA 13R systems. As Townhomes each unit is required to have an individual system riser and control valve with a local flow alarm. Monitoring to a central station will not be required. A single 2112"FDC can be installed on the system side of the riser. Response: Acknowledged. 2. Fire Hydrant must be on same side of street and within 40 feet of Fire Department Connection. Response: Acknowledged. 3. PLEASE INCLUDE FLORIDA FIRE PREVENTION CODE-2004 EDITIONIN YOUR SUMMARY OF CODES. Acknowledge PRIOR TO DO Response: Acknowledged. LANDSCAPING: There are several Australian Pine trees proposed to be removed that are not on your property. Please revise plans to depict these trees as to remain. Response: See revised plans. ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER s • 2. The Wax Myrtle trees that are proposed have a spread of six feet (6); however they are being planted between four feet (4) and five feet (5) from the building. A palm tree would likely be more appropriate given the available space. Also, the spacing proposed in the Plant Materials Schedule is not consistent with the spacing depicted on the landscape plan. Response: See revised landscape plans. PARKS AND RECREATION: A recreation facility impact fee of $200 is due for each new residential unit prior to issuance of building permit or final plat (if applicable) whichever occurs first. Credit will be given for any existing residential units. Contact Art Kader at 727-562- 4824. Response: Acknowledged. STORMWATER: 1. Prior to issuance of a building permit the plan for the proposed building is to show oversized roof drains to direct roof runoff to the adjacent streets and away from private property adjacent to this site. Response: Acknowledged. SOLID WASTE: 1. How will Solid Waste be serviced? Will there be a turn around at dead end on Grove? Response: Black barrel pick up. Grove will remain as is there is an alley at the end. TRAFFIC ENGINEERING: 1. Provide dimensions of all driveway widths and lengths. The above to be addressed prior to a D. 0. Response: See revised plans. General Note(s): 1) Comply with the current Transportation Impact Fee Ordinance and fee schedule. Response: Acknowledged. 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • • Response: Acknowledged. PLANNING: 1. Pursuant to Section 3-904.A of the Community Development Code, no structure or landscaping may be installed which will obstruct views at a level between 30" above grade and eight feet above grade within the sight visibility triangles. Each of the proposed dwelling units encroaches into at least one of the required sight visibility triangles. The redesign of the proposed dwellings will be necessary. Response: We originally asked for an encroachment into the site triangles due to the small dimensions of this site. See revised plan. 2. Pursuant to Section 3-911 of the Community Development Code, all utilities including individual distribution lines shall be installed underground. Response: Acknowledged. 3. Pursuant to Section 3-1402 of the Community Development Code, with the exception of parking spaces for detached dwellings, no off-street parking spaces shall be designed so that a vehicle is required to back into a public right-of-way Response: Per the DRC this is not an issue for townhomes. 4. Pursuant to Section 3-1404. C of the Community Development Code, all required parking spaces, including appropriate access thereto, shall remain unobstructed and available for use in accordance with their purpose. The proposed tandem parking spaces will need to be redesigned. Response: See revised garage layout. 5. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, specialized paving designs should be utilized, especially where vehicular and pedestrian paths intersect. Response: Acknowledged. 6. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, when located at grade, mechanical and utility equipment shall be placed in the least obtrusive location possible and screened from adjacent properties and rights- of-way by fencing, walls and/or landscaping. When located on the roof, mechanical and utility equipment shall be integrated into the design of the building through use ofparapet walls, towers, or other architectural elements. Depict the locations of mechanical and utility equipment and the means by which they will be screened. ORIGINAL RECEIVED NOV 2 9 2[06 PLANNING DEPARTMENT CITY OF CLEARWATER Response: As per the design guidelines of the Clearwater Downtown Redevelopment Plan, all equipment or mechanical equipment will be obstructed from view by means of landscaping and or fencing. 7. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, buildings shall have a distinct "base", "middle" and "cap". These elements need much more definition as the elements tend to bleed into one another on some elevations, or simply don't seem to exist at all on others. Response: The elevations do possess the required "base", "middle", and "cap" distinction required. 8. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, the primary facade shall include an architecturally prominent entrance. Since the entrances and garage doors are to be located on the same elevations, more needs to be done to elevate the importance of the entrances over the garages. . Architecturally prominent entrances can be emphasized through combinations of a protruding front gable or stoop, variation in building height, canopy or portico, raised cornice or parapet over door, arches, columns, towers, etc. Response: The entrances to the townhouse, units have been redesigned to be more prominent from the street view. 9. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, major architectural treatments provided on the principle facade (south/Grove Street) should be continued around all sides of the building visible from the public realm. The east elevation of the building is not only visible from the public realm, it is also a front of the property and needs to be treated as such. Response: The Grove St. facade has been improved to keep in design with the main facade of the building. 10. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, buildings on corner lots should emphasize their prominent location through the use of additional height, massing, distinctive architectural treatments, and/or other distinguishing features. The building, as proposed, does not meet this guideline. Response: We have added additional rooflines that have raised the overall height of the structure to show more prominence. 11. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, entrances should be provided along each street facade. In order to meet this Guideline (as well as begin to achieve compliance with other identified Guidelines) it is suggested that the easternmost dwelling unit is modified to orient its front (though not necessarily the garage) toward Booth Avenue. ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATEP Response: We have made an open arched way from the Grove St. side to be perceived as an entrance; however the floor plans do not allow us to put the door on that side with the stair configuration. 12. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, building materials shall be used that are consistent with and relate to the architectural style of the building. While the materials intended to be used may meet this Guideline, the proposed building materials have not been identified on the architectural elevations. Please be advised that the Design Guidelines set forth certain materials that can and cannot be utilized on the first three floors of a building. Response: The proposed building materials have been added to the elevations. And are in keeping with the architectural style as required. 13. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, lighting and light fixtures should be part of an overall design plan and their design and placement appropriate to the building they will serve. How is lighting proposed to be incorporated into the design of the building and the site? How will such lighting meet the Design Guidelines? Response: Lighting will be used on the exterior of the building to accentuate the height of the building as well as landscape lighting. 14. The roofline of the building needs additional verticality. As proposed, the roof appears overly horizontal. Also, the eaves seem disproportionately large to some portions of the third level. Response: The roofline has been modified as requested. 15. I would recommend removing the shading from the front (south) elevation. The shading obscures many architectural features of the proposed building. Response: The shading has been removed on the elevations. 16. The brackets appear disproportionately small to the building sections they are "supporting". Consider the use of more substantial brackets. Response: The Brackets have been modified to look more proportion with the building. 17. The architectural elevations and floor plans depict doors at the rear of the ground level dwellings; however the site plan doesn't seem to take this into consideration, depicting neither the doors nor the required landings. ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEAPVJATFP Response: Small rear porches have been added. 18. An application has been made for the use of the Town Lake for stormwater purposes; however the plans have also been designed to provide on-site drainage. Please clarify. Response: Initial discussions with staff required that the site provide water quality treatment and Town lake would provide attenuation. Per recent discussions with Scott Rice we will no longer need to provide treatment we only need to route water away from the areas with existing flood problems and will pay into the Town lake district. 19. Eliminate the unnecessary sidewalk extensions opposite the individual unit entries. Response: See revised plans. 20. Provide a valuation for the proposed project. Response: The valuation for the project will be approx. $107.00 per S.F. of A/C space. If you have any questions please call me. Sincerely, Krasman & Associates, Inc. Y? G Bret Krasman, P.E. CC: 06050 ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 2:20 pm Case Number: PLT2006-00004 -- 124 BOOTH AVE Owner(s): Yoland Eshel 1527 Orange St Clearwater, F133756 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Bret Krasman 1714 County Road 1 Dunedin, Fl 34698 TELEPHONE: 727-738-0359, FAX: 727-738-0380, E-MAIL: bret@ksaengr.com Location: 0.137 ACRES AT THE NORTHWEST CORNER OF BOOTH AVENUE AND GROVE STREET. Atlas Page: 287A Zoning District: D, Downtown Request: Preliminary Plat for the platting of four attached dwellings (townhomes) to be called "Booth Avenue Townhomes" in conjunction with FLS2006-07041. Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood Laura Street Neighbors Association(s): Clearwater, Fl 33755 1634 Laura Street TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood Skycrest Neighbors Association(s): Clearwater, F133755 121 N Crest Avenue TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: Robert Tefft, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: 1 . 1. Provide reference to survey section, township and range. 2. Easements are not clearly defined. Provide dimensions on the plat of all easements. 3. Show on the preliminary plat, appropriately located, the names of adjoining subdivision plats. 4. Provide overall area and all dimensions of the individual lots. 5. Drainage easement shall be identified as a Drainage and Utility easement. 6. Lot lines shall be extended to the north, south, east and west property lines. Environmental: No Comments Fire: 1 No Issues Harbor Master: No Comments Legal: No Comments Land Resources: No Comments Landscaping: No Comments Parks and Recreation: 1 . A recreation facility impact fee of $200 is due for each new residential unit prior to issuance of building permit or final plat (if applicable) whichever occurs first. Credit will be given for any existing residential units. Contact Art Kader at 727-562-4824. Stormwater: No Comments Development Review Agenda - Thursday, August 3, 2006 - Page 39 • Solid Waste: No Comments 0 Traffic Engineering: I . See conditions in FLS2006-07041. Planning: I . Plat will need to be revised based upon comments associated with FLS2006-07041. 2. Preliminary plat cannot be approved (deemed sufficient) without a matching determination for the FLS case. Other: No Comments Notes: A DETERMINATION OF SUFFICIENCY CANNOT BE MADE FOR THIS DEVELOPMENT PROPOSAL AT THIS TIME. IN ORDER TO BE SCHEDULED FOR THE DRC MEETING OF OCTOBER 5, 2006, PLEASE SUBMIT 15 SETS OF REVISED PLANS ADDRESSING THESE COMMENTS BY NOON, SEPTEMBER 4, 2006. Development Review Agenda - Thursday, August 3, 2006 - Page 40 2.20 pm Case Number: FLS2006-07041 -- 124 BOOTH AVE Owner(s): Yoland Eshel 1527 Orange St Clearwater, Fl 33756 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Bret Krasman 1714 County Road 1 Dunedin, F134698 TELEPHONE: 727-738-0359, FAX: 727-738-0380, E-MAIL: bret@ksaengr.com Location: 0.137 acres at the northwest comer of Booth Avenue and Grove Street. Atlas Page: 287A Zoning District: D, Downtown Request: Flexible Standard Development to permit four attached dwellings (townhomes) within the Downtown (D) District as per Section 2-902.C of the Community Development Code. Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood Skycrest Neighbors Association(s): Clearwater, Fl 33755 121 N Crest Avenue TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood Laura Street Neighbors Association(s): Clearwater, Fl 33755 1634 Laura Street TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: Robert Tefft, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, August 3, 2006 - Page 41 0 0 Prior to DO, the following shall be addressed: 1. Show on the plan a doghouse manhole at connection to City sanitary sewer system. 2. Show on the plan an 8-inch sanitary sewer main extension to serve individual lots A through D as required by the City of Clearwater's sanitary sewer policy. 3. Show laterals and cleanouts serving the individual lots. 4. 20-foot sight visibility triangles are to be drawn with the property line as a base, not from face of curb. Revise plan accordingly. Community Development Code Section 3-904. 5. Length of driveway is inadequate to permit vehicles to back safely out of garage. Show on the plan a minimum of 9-feet from face of townhome to closest point of sidewalk. 6. Sheet 2 will be reviewed at the time of building permit application. It may be deleted from this application. Prior to building permit the following issues are to be addressed: 1. Include City of Clearwater Contract Specifications and Standards Index # 305, pg. 2 of 3 with the details. 2. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304.) 3. Provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension prior to issuance of a building permit. 4. A separate right-of-way permit will be required for all work within the right-of-way of any of the adjacent street(s) that are assigned to the city. Contact Don Melone (727) 562-4798 in Room #220 at the MSB (Municipal Services Building). 5. Revise the Sanitary Cleanout Detail on Sheet 5 to current City standard. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: Buy-In application for Clearwater Downtown Stormwater Service District accepted. Fire: Prior to building permit, fee of $2,547.50 shall be paid. Fire Sprinkler Systems to be NFPA 13R systems. As Townhomes each unit is required to have an individual system riser and control valve with a local flow alarm. Monitoring to a central station will not be required. A single 2 1/2" FDC can be installed on the system side of the riser. Acknowledge PRIOR TO DO 2. Fire Hydrant must be on same side of street and within 40 feet of Fire Department Connection. Show on plan, PRIOR TO DO 3 . PLEASE INCLUDE FLORIDA FIRE PREVENTION CODE-2004 EDITION IN YOUR SUMMARY OF CODES. Acknowledge PRIOR TO DO Harbor Master: No comments. Legal: I . No comments. Land Resources: I No Issues. Landscaping: Development Review Agenda - Thursday, August 3, 2006 - Page 42 • • I , There are several Australian Pine trees proposed to be removed that are not on your property. Please revise plans to depict these trees as to remain. 2 , The Wax Myrtle trees that are proposed have a spread of six feet (6); however they are being planted between four feet (4') and five feet (5') from the building. A palm tree would likely be more appropriate given the available space. Also, the spacing proposed in the Plant Materials Schedule is not consistent with the spacing depicted on the landscape plan. Parks and Recreation: J I , A recreation facility impact fee of $200 is due for each new residential unit prior to issuance of building permit or final plat (if applicable) whichever occurs first. Credit will be given for any existing residential units. Contact Art Kader at 727-562-4824. Stormwater: ? I . Prior to issuance of a building permit the plan for the proposed building is to show oversized roof drains to direct roof runoff to the adjacent streets and away from private property adjacent to this site. Soli aster I How will Solid Waste be serviced Will there be a turn around at dead end on Grove Traffic Engineering: I , Provide dimensions of all driveway widths and lengths. The above to be addressed prior to a D.O.. General Note(s): 1) Comply with the current Transportation Impact Fee Ordinance and fee schedule. 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application Planning: Development Review Agenda - Thursday, August 3, 2006 - Page 43 0 0 Pursuant to Section 3-904.A of the Community Development Code, no structure or landscaping may be installed which will obstruct views at a level between 30" above grade and eight feet above grade within the sight visibility triangles. Each of the proposed dwelling units encroaches into at least one of the required sight visibility triangles. The redesign of the proposed dwellings TOYM will be necessary. 6U M# Ul% Pursuant to Section 3-911 of the Community Development Code, all utilities including individual distribution lines shall be installed underground. Pursuant to Section 3-1402 of the Community Development Code, with the exception of parking spaces for detached dwellings, no off-street parking spaces shall be designed so that a vehicle is required to back into a public right-of-way. fib? rik? j? C-1 (y4 . ?i n? S n ° Pursuant to Section 3-1404.C of the Community Development Code, all required parking spaces, - ??1 N W k W IL. f56 U Ti16%JC*-4 including appropriate access thereto, shall remain unobstructed and available for use in TV J-te, accordance with their purpose. The proposed tandem parking spaces will need to be redesigned. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, specialized paving designs should be utilized, especially where vehicular and pedestrian paths intersect. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, when 1 r.? VI ?J located at grade, mechanical and utility equipment shall be placed in the least obtrusive location UA`? T+; l: u possible and screened from adjacent properties and rights-of-way by fencing, walls and/or landscaping. When located on the roof, mechanical and utility equipment shall be integrated into the design of the building through use of parapet walls, towers, or other architectural elements. Depict the locations of mechanical and utility equipment and the means by which they will be ?p screened. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, buildings ?f shall have a distinct "base", "middle" and "cap". These elements need much more definition as the elements tend to bleed into one another on some elevations, or simply don't seem to exist at all on others. -01 ,? I `` Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, the primary -<,-. O? r facade shall include an architecturally prominent entrance. Since the entrances and garage doors are to be located on the same elevations, more needs to be done to elevate the importance of the entrances over the garages. Architecturally prominent entrances can be emphasized through combinations of a protruding front gable or stoop, variation in building height, canopy or portico, raised cornice or parapet over door, arches, columns, towers, etc. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, major architectural treatments provided on the principle facade (south/Grove Street) should be ?t continued around all sides of the building visible from the public realm. The east elevation of the nv / building is not only visible from the public realm, it is also a front of the property and needs to be treated as such. ,4 ,1'9 Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, buildings , on corner lots should emphasize thier prominent location through the use of additional height, massing, distinctive architectural treatments, and/or other distinguishing features. The building, as proposed, does not meet this guideline. entrances Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan pr 4t,it ,JT 1 , should be provided along each street facade. In order to meet this Guideline (as well as begin to 64-k 00,A-?- 0 achieve compliance with other identified Guidelines) it is suggested that the easternmost dwelling I-2 - unit is modified to orient its front (though not necessarily the garage) toward Booth Avenue. 1 2). Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, building 41-115 11G materials shall be used that are consistent with and relate to the architectural style of the building. While the materials intended to be used may meet this Guideline, the proposed building materials have not been identified on the architectural elevations. Please be advised that the Design Pte' % Guidelines set forth certain materials that can and cannot be utilized on the first three floors of a building. 13 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, lighting %W-05 '-- i and light fixtures should be part of an overall design plan and their design and placement i? 6U 640 D6 appropriate to the building they will serve. How is lighting proposed to be incorporated into the P6-1 design of the building and the site? How will such lighting meet the Design Guidelines? The roofline of the building needs additional verticality. As proposed, the roof appears overly horizontal. Also, the eaves seem disproportionately large to some portions of the third level. I would recommend removing the shading from the front (south) elevation. The shading obscures many architectural features of the proposed building. The brackets appear disproportionately small to the building sections they are "supporting". Consider the use of more substantial brackets. Development Review Agenda - Thursday, August 3, 2006 - Page 44 0 0 The architectural elevations and floor plans depict doors at the rear of the ground level dwellings; however the site plan doesn't seem to take this into consideration, depicting neither the doors nor the required landings. An application has been made for the use of the Town Lake for stormwater purposes; however the plans have also been designed to provide on-site drainage. Please clarify. Eliminate the unnecessary sidewalk extensions opposite the individual unit entries. 20 Provide a valuation for the proposed project. Other: No Comments Notes: A determination of sufficiency cannot be made for this development proposal at this time. In order to be scheduled for the DRC meeting of October 5, 2006, please submit 15 sets of revised plans addressing these comments by Noon, September 4, 2006. Development Review Agenda - Thursday, August 3, 2006 - Page 45 0 • CITY OF C LEARWAT E R PLANNING DEPARTMENT Posy Orrlc:l: Box 4748, C1.EARWA,rlilt, FLORIDA 33758-4748 MUNICIPAL. SNRVICIS I3 AIDING, 100 SOUTH MvRTu, Avi::\lur, CLI.ARWATE.R, FLoRIDA 33756 'fELIPHON& (727) 562-4567 FAX (727) 562-4865 LONG RANGE PLANNING DrvI?LOPMEM, R1:vISW July 12, 2006 Mr. Bret Krasman 1714 County Road 1, Suite 14 Dunedin, FL 34698 Re: FLS2006-07041 - 124 Booth Avenue - Letter of Completeness Dear Mr. Krasman: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLS2006-07041. 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 sufficiencv on Thursday, August 3, 2006, in the Planning Department Conference Room (Room 216), which is located on the second floor of the Municipal Services Building at 100 South Myrtle Avenue. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. Should you have any questions, please do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562-4539 Fax: (727) 562-4865 E-Mail: robert.tefft@invclearwater.corn FRAXK I Intis;?Nn, N1nv??N J?nLN I)?>NAn, Can NaL,vir:vllgdR I k?rr I I:Uilla'ON, 0)I NOIAIli>1HIT'' 13n.i. J??nu?N, C<n Nai w?.>usr; ® CnautN A. PLI1:16EN, CO[ vCU_vnt.viHEN "F(WAL FMITOYNIFNI AND Arrn;.\Ixi ivi•: Ac noN I??mLOVi;r,,, • CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 TEL: (727) 562-4567 FAX: (727) 562-4865 C? L.L 0. } C?arwater U FACSIMILE COVER SHEET Date: July 12, 2006 To: Bret Krasman, (727) 738-0380 From: Robert G. Tefft, Planner III Re: FLS2006-07041 / 124 Booth Avenue Number of Pages Including Cover Sheet: 2 Comments: ** Please confirm receipt via e-mail at: robert.te(LIQ,myclearwater.com ** ** Visit the Planning Department online at www.mvclearwater.com ** 0 • Jul. 12 2006 08:18AM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97380380 Jul.12 08:17AM 00'53 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). 0 Krasman & Associates, Inc. 1714 County Road 1, Suite 14 Dunedin, Florida 34698 Phone (727) 738-0359 Fax (727) 738-0380 July 11, 2006 City of Clearwater 100 S. Myrtle Ave, 2nd Floor Clearwater, Florida 33756 Attn: Sherry Watkins Re: Booth Avenue Townhomes FLS 2006-07041 124 Booth Avenue Dear Ms. Watkins: Please find attached the following items as requested in the July 3rd letter for the above referenced project: • Fifteen (15) copies of the Flexible Standard Development Application. • Fifteen (15) copies of the revised landscape plan showing the site visibility triangles. If you have any questions please call me. Sincerely, Krasman & Associates, Inc. Bret Krasman, P.E. CC: 06050 ORIGINAL RECFIVED JU'?_ 1.1 2006 PLANM1tvG U'?'' RTMENT CITY OF CtLARW?ATER • • CITY OF CLEARWATER PLANNING DEPARTMENT Posy Orrice: Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL. SI.RVICI?s BUILDING, 100 SOU'e'H Myin-u? AVENUE, CuiARWA'e'IiR, F mil)A 33756 THATHONE (727) 562-4567 FAX (727) 562-4865 LONG RAINGE PIANNING DIiVELOPMENT Rime."w July 3, 2006 Mr. Bret Krasman 1714 County Road 1, Suite 14 Dunedin, FL 34698 Re: FLS2006-07041 - 124 Booth Avenue - Letter of Incompleteness Dear Mr. Krasman: The Planning Department has entered your application into the Department's filing system and assigned the case number FLS2006-07041. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments: 1. The application submitted for this development proposal is incorrect. Submit a completed Flexible Standard Development application; and 2. The landscape plan shall depict the required site visibility triangles. Pursuant to Section 4-202 of the Community Development Code, if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff and no further development review action shall be taken until those specified deficiencies are corrected and the application is deemed complete. Please resubmit revised plans and application materials as per the above comments no later than Noon, Tuesday, July 11, 2006. Should you have any questions, please do not hesitate to contact me. Sincerely, 1??? ?,2 ?'v /?r Robert G. Tefft, Planner III Tel: (727) 562-4539 Fax: (727) 5624865 E-Mail: robert. test a,miclearwater. com I'KA.NK I111MAIM, i?ln?tn; )c)HN D(MAN, 0)1 NCii.MntMiWN i Icn r I In nrrc ?, Col NCii.N11-M Y, 13[1.1 JrnNu)N, CUUN(.ii.N11:A1 4PR ® CAri.rs A. I'r:n;r,.tien, O)e'?iai.>n;wsr: I?,?Iri o? i:R„ 'T(WAL I{Mn?i AxI) Arrucve,u ivi: AC I [ON Jul. 03 2006 10:49AM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97380380 Jul.03 10:48AM 00'53 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-FOP-FAX (435-7329). CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 TEL: (727) 562-4567 FAX: (727) 562-4865 0 L.L 0: }a earwa er U FACSIMILE COVER SHEET Date: July 3, 2006 To: Bret Krasman, (727) 738-0380 From: Robert G. Tefft, Planner III Re: FLS2006-07041 / 124 Booth Avenue Number of Pages Including Cover Sheet: 2 Comments: ** Please confirm receipt via e-mail at: robert.teffita myclearwater.com ** ** Visit the Planning Department online at www.myclearwater.com ** S I.ON(; RANGE PIANNIAG NEVI?LOPMEN"I' RI•:vII?W July 13, 2006 C ITY OF C LEARWATE R PLANNING DEPARTMENT Pos-r Or•I=u:E Box 4748, CLEARWATER, Fwiiim 33758-4748 MUNICIPAL. SEItvIcls 13ijiu)Inc, 100 SOU TI I MYRTH., AVENUE, CLEARWATER, FLORMA 33756 'FEILEPI-IONE (727) 562-4567 FAx (727) 562-4865 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 124 BOOTH AVENUE (FLS2006-07041) To Surrounding Property Owners: As a property owner within 500 feet of 124 Booth Avenue, the City of Clearwater Planning Department gives notice that an application has been submitted for Flexible Standard Development to permit four attached dwellings (townhomes) within the Downtown (D) District as per Section 2-902.C of the Community Development Code. On August 3, 2006, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be August 3, 2006. The City encourages you to participate in the review of this application. You may contact me at (727) 562-4539 or at robert.tefft@myclearwater.com for further information. You may also visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case, which you may review during regular business hours; however no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on August 3, 2006. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access the Planning Department through the City's website: www.Lnyclearwater.com. Sincerely, Robert G. Tefft, Planner III Planning Department City of Clearwater Tel: (727) 5624539 Fax: (727) 562-4865 RECEIVED JUL 19 2006 PLANNING DEPARTMENT CITY OF CLEARWATER FIONK I lu(n:?ru• ?l:?i(n; J()16N: I)(MAN, Cr,i ,?cu_?nt?nsr:r I IM-1- I IA?IIIXO\, (:U, XCHAIIt>MEN 811.1. J(,xY)v, (,'OI N(A1AIF i,tr•.r, ® (:nri.r:n ,\. I'rrI Rsen, 0)I "clolomI71\ "F(HW.I?aui?,v>Ii:xr,wi,Arrn\.w rwrAc,ru,x I"MITO1IT" CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE Box 4748 JTER,o CLEARWATER, FLORIDA 33758-4748 f,.'C, "r i?t C;if ^rr t? `?•ti"'. *'t IVES, JAMIE IVES, BIRD I 910 LAU s I ER ##5 - 4531 I-°' "f j l0NOTDELLVERABLE M ASADD,RESSED, "'A"E TQ FORWARD JUL 2 0 2©06 i ?f ^KA e M' A: 0 8 TAGS SE-RUICES O,-P' CITY OF CLEARWATER PLANNING DEPARTMENT 99KAT Ei1 Eo?Posy OFFICE Box 4748 .,.. CLEARWATER, FLORIDA 33758-4748 R 7- m 0 SWENSO LENN 208 V CL TER FL 337 0 . NOT DELPriv M r N [.,3 •• 0 ?rI'C4 ?? _ 9rj Ll FJUL 2 0 2006 . $` ?ft?ittt?Ir?ttt?t?tlf?tt?teftt?ittt?t?tt??tri.ttfl?{ CITY OF CLEARWATER o? PLANNING DEPARMNT =?4TEk,;???• POST OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 •f_f' ru t FT fo R. Mho f ?'?? ilypih q f /"J LOMBARDO, BENEDETTO?? ' R LOMBARDO, CAROLINA ?PO BOX 5878 CLEARWATER PL 33758 - 5878 =w K,r 0.308 k` D M EFi 1a II U.S. POSTAGE JUL 1 8 2006 r+l ,14„. L E'2F 11-1172, /a y 1v doaT,? - ?L ? aoo? - p?a?? S WENS ON, GLENN 208 VINE AVE CLEARWATER FL 33755 - 4450 VINE PLACE 900 DREW ST STE 1 CLEARWATER FL 33755 - 4541 GRICE, DAVID A 908 DREW ST CLEARWATER FL 33755 - 4518 ONG, GLYNN D 206 VINE AVE CLEARWATER FL 33755 - 4450 FERNANDEZ, JOHN D FERNANDEZ, LINDA D 216 PALM ISL SW CLEARWATER FL 33767 - 1940 LE, LISA 913 JONES ST CLEARWATER FL 33755 - 4424 WATERHOUSE, RICHARD A WATERHOUSE, CHRISTINA A 2204 RISING CREEK CT DUNEDIN FL 34698 - 9403 GRANTHAM, DANIEL C 207 VINE AVE CLEARWATER FL 33755 - 4451 CLEARWATER VILLAGE LC MC CADDEN LLP 500 N OSCEOLA AVE # 208 CLEARWATER FL 33755 - 3935 LAURA ST TOWNHOMES CLEARWATER 2155 NE COACHMAN RD CLEARWATER FL 33765 - 2616 DREW STREET PROFESSIONAL PARK 2352 DREW ST CLEARWATER FL 33765 - 3310 VINE PLACE LLC 900 DREW ST STE 1 CLEARWATER FL 33755 - 4541 HRWINC 912 DREW ST STE 103 CLEARWATER FL 33755 - 4523 GRAY, JOHN W 204 PENNSYLVANIA AVE CLEARWATER FL 33755 - 4437 BAXTER, JEFF W 911 JONES ST CLEARWATER FL 33755 - 4424 HOFFMAN, MICHAEL A PO BOX 233 INDIAN ROCKS BEACH FL 33785 - 0233 GRANESE, ANTHONY P THE 530 RICHARDS CT CLEARWATER FL 33755 - 5443 KYLE, HENRY C JR KYLE, ISABELLE 2903 SW 22ND AVE MIAMI FL 33133 - 3950 9GRICE, DAVID A 204 VINE AVE CLEARWATER FL 33755 - 4450 GRIFFIN DESIGN ASSOC 906 DREW ST CLEARWATER FL 33755 - 4518 TRUST NO 206 411 CLEVELAND ST # 133 CLEARWATER FL 33755 - 4004 SWENSON, GLENN GILBERT 4031 TRIPLETT CT CARMICHAEL CA 95608 - 6627 CIOTTI, LOUIS ANTHONY 1729 HARBOR DR CLEARWATER FL 33755 - 1826 KLIMECZKO, SELMA. WOLFAARDT, HEIDI 1531 SW 106TH TER FT LAUDERDALE FL 33324 - 716S KING, KURTIS KAPOOR, KAMINI 9921 WHEATLAND AVE SUNLAND CA 91040 - 1433 DIXON, JOSEPHINE 207 PENNSYLVANIA AVE N CLEARWATER FL 33755 - 4438 ANDERSON, WILLIAM M 840 CLEVELAND ST CLEARWATER FL 33755 - 4510 CLEARWATER HOUSING AUTH PO BOX 960 CLEARWATER FL 33757 - 0960 CLEARWATER ACADEMY INTERNATION 801 DREW ST CLEARWATER FL 33755 - 4517 KINGSLEY, CAROL 1524 SMALLWOOD CIR CLEARWATER FL 33755 - 5449 KINGSLEY, CAROL 1524 SMALLWOOD CIR CLEARWATER FL 33755 - 5449 Z J L PROPERTIES CO 2551 INDIGO DR DUNEDIN FL 34698 - 6520 CLEARWATER VILLAGE LC MC CADDEN LLP 500 N OSCEOLA AVE # 208 CLEARWATER FL 33755 - 3935 BOVE, DAVID BOVE, ARTHUR 930 LAURA ST CLEARWATER FL 33755 - 4531 LOMBARDO, BENEDETTO LOMBARDO, CAROLINA PO BOX 5878 CLEARWATER FL 33758 - 5878 WLEARWATER ACADEMY INTERNATION 801 DREW ST CLEARWATER FL 33755 - 4517 CHURCH OF THE RECONCILER PRESBYTERIAN CHURCH USA 915 DREW ST CLEARWATER FL 33755 - 4520 WARD, DEBRA K 225 N HILLCREST DR CLEARWATER FL 33755 - 5013 SCHWEITZER, OTTO R 904 PLAZA ST CLEARWATER FL 33755 - 4446 DOWNTOWN LOFTS HOMEOWNER'S ASS 423 CLEVELAND ST CLEARWATER FL 33755 - 4005 CLEARWATER STORAGE CO 2106 BISPHAM RD STE B SARASOTA FL 34231 - 5518 GIORDANO, ED 180 DORADO AVE SEWELL NJ 0808; - 1631 E SHALLIMAR REALTY INV INC 413 CLEVELAND ST CLEARWATER FL 33755 - 4004 WARD, DEBRA K 225 HILLCREST N CLEARWATER FL 33755 - 5013 LIGGINS, MARTHA A THE 130 BOOTH AVE CLEARWATER FL 33755 - 4547 SAOULIS, CHRISTOPHER H 933 LAURA ST CLEARWATER FL 33755 - 4545 TUSKAWILLA LLC 8651 BULL CREEK RD COULTERVILLE CA 95311 - 9521 EICKHOFF, WILLIAM EICKHOFF, ROSE MARIE 4 TULIP TREE TER KINNELON NJ 07405 - 2168 FERRIS, STEPHEN FERRIS, ELIZABETH 9540 WHEATLAND AVE SUNLAND CA 91040 - 1426 PEARSON, CELINA 637 RICHMOND ST DUNEDIN FL 34698 - 8420 IVES, JAMIE IVES, BIRUNGI 910 LAURA ST CLEARWATER FL 33755 - 4531 LOCATELLI, CHIARA 916 LAURA ST CLEARWATER FL 33755 - 4531 LARSON, CURT R LARSON, PAOLA E 2379 OLD COACH TRL CLEARWATER FL 33765 - 1729 SOUTHWIND MGMT SERVICES INC PO BOX 10293 CLEARWATER FL 33757 - 8293 *USKAWILLA LLC 8651 BULL CREEK RD COULTERVILLE CA 95311 - 9521 HILL, GARY L HILL, GAIL L 2339 MOUNT ELENA WAY JAMUL CA 91935 - 6838 NIELSEN, MARTIN MOLLER 2216 CYPRESS HOLLOW CT SAFETY HARBOR FL 34695 - 5517 WITTEMANN, DANIEL WITTERMAN, DIANA 2810 OLIVE ST LEMON GROVE CA 91945 - 2811 NISIVOCCIA, DAVID NISIVOCCIA, TERESA 912 LAURA ST CLEARWATER FL 33755 - 4531 DEEULIO, MARK GONZALES, LEON 1650 WINDSOR CLEARWATER FL 33755 - CHURCH OF THE RECONCILER PRESBYTERIAN CHURCH USA 915 DREW ST CLEARWATER FL 33755 - 4520 WARD, DEBRA K 225 HILLCREST N - CLEARWATER FL 33755 - 5013 BJERRE, LARS BJERRE, LONE 908 LAURA ST CLEARWATER FL 33755 - 4531 BOYD, HUGH R 1501 GULF BLVD # 605 CLEARWATER FL 33767 - 2903 GREEN, DONNA M THE PO BOX 6681 OZONA FL 34660 - 6681 CLEARWATER PRINTING INC 1002 GROVE ST CLEARWATER FL 33755 - 4529 REGIS INN 2629 PROSPECT RD TAMPA FL 33629 - 5357 RT 124 N Booth Avenue FLS2006-07041 • Page 1 of 1 Tefft, Robert From: Liggins/Weinberg [Iiggins@knology.net] Sent: Wednesday, August 02, 2006 3:29 PM To: Tefft, Robert Subject: 124 Booth Ave Application (FLS2006-07041) Dear Mr. Tefft: I am the owner of the small property located directly next to # 124--130 Booth Avenue. As you may recall, I came in to review the plans for proposed townhouses to be built at 124. 1 just wanted to have in writing some of my concerns regarding this building. While I have no doubt it will be lovely and the City of Clearwater will be sure that it meets all the building requirements, I still think it's a lot of housing for such a small parcel of land. Each townhouse is slotted to have four bedrooms, which means it can hold a lot of people, who in turn can own a lot of cars. There is already a major parking problem on Booth Avenue. I can not bring the trash to the curb right in front of my house as someone is always parking on the right of way there. The last time I left my recycle bin there, someone ran over it while they were parking. (Because many people use Booth as a cut through, I assume the owners of the cars want them off the street). If I am away from the house for a couple of days, I may return to find cars parked in my driveway. The proposed townhouses, because of their layout, will not have garages that enable the owners to park two vehicles side by side. They will have to do a lot of jockeying of the vehicles since they will be parked front to back in the garage. This doesn't account for any three car families nor any guests. Where will everyone go? If the new owners have families, there is little, if any, outdoor space in which the children can play. When the new townhouse are built at the block bordered by Grove, MLK, Cleveland and Booth, the density will only get worse. While I am all for the redevelopment of the downtown area, I am very sorry to see the single family. homes disappearing. These houses are able to have space for gardens and trees. We have more room then we need and draw less on the City's resources. I am sure that I will not be able to stop this project from being built, and I don't want that (the house that is currently there really is an eyesore and the garage is over the property line and encroaches on my backyard!) I would just prefer to see something that doesn't take up every possible inch of space and allows, at the very least, for parking for all the residents' cars. Thank you very much. Martha Liggins 8/2/2006 0 • Page 1 of 1 15 / 9 / 15 / 10314 / 000 / 0110 30-Jun-2006 Jim Smith, CFA Pinellas County Property Appraiser 11:02:02 Ownership Information Residential Property Address, Use, and Sales ESHEL, YOLAND OBK: 14586 OPG: 2149 1527 ORANGE ST CLEARWATER FL 33756 EVAC: Hon-EUAC Comparable sales value as Prop Addr: 124 BOOTH AUE of Jan 1, 2005, based on Census Tract: 259.02 sales from 2003 - 2004: 87,200 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 9 /2,005 14,58612,149 129,000 (Q) I 1925: Book 009 Pgs 022- 1 /2,000 10,77511,653 69,000 (Q) I 1924: Book 008 Pgs 020- 5 !1,995 8,99111,845 47,100 (U) I 0000: Book Pgs - 0 /1,978 4,72311,248 28,600 (Q) I 2005 Value EXEMPTIONS Just/Market: 70,700 Homestead: NO Ownership % .000 Govt Exam: NO Use %: .000 Assessed/Cap: 70,700 Institutional Exam: NO Tax Exempt %: .000 Historic Exam: 0 Taxable: 70,700 Agricultural: 0 2005 Tax Information District: Cu Seawall: Frontage: Clearwater view: 05 Millage: 23.2372 Land Size Unit Land Land Land Front x Depth Price Units Math 05 Taxes: 1, 642.87 1} 53 x 100 5.00 5,300.00 S Special Tax CWIA .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, 2005 taxes will be 5) 0 x 0 .00 .00 1,642.87 6} 0 x 0 .00 .00 Without any exemptions, 2005 taxes will be 1,642.87 Short Legal BOOTHS, R. J. SUB BLK 6, LOTS 11 AND 12 Description http://pao.co.pinellas.fl.us/htbin/cgi-giPp=15+29+15+10314+006+0110&0=1 6/30/2006 Page 1 of 1 15 /. 29 / 15 / 10314 / 004 / 0114 :01 30-Jun-2006 Jim Smith, CFA Pinellas County Property Appraiser 11:01:55 Residential Card 01 of i Prop Use: 210 Land Use: 0i Living Units: i Imp Type: Single Family Prop Address: 124 BOOTH AVE S-truc-tural E1E3menTs Foundation Piers Floor System Wood Exterior Wall Frame/Siding Roof Frame Gable-Hip Roof Cover Composite Shingle # Stories 1.0 Floor Finish Crpt/HdTl/HdMar/Prgt Interior. Finish Drywall/Plaster Quality Average Year Built 1,930 Effective Age 35 Heating Unit/Spc/W1/F1 Furn Cooling None Fixtures 3 Other Depreciation 0 Functional Depreciation 0 Econonomic Depreciation 0 Sub ArqBas Description Factor Area Description Factor Area 1) Base Area i.00 J,002 7) .00 0 2) Enclosed Porch .60 111 8) .00 0 3) Open Porch .20 98 9) .00 0 4) Detached Garage .40 672 10) .00 0 5) Utility .25 28 11) .00 0 6) .00 0 12) .00 0 RBSidE3rnTiail Extra Fea?ur+E;s Description Dimensions Price Units Value RCO 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 http://pao.co.pinellas.fl.uslhtbinlcgi-gifl?p=15+29+15+10314+006±0110+01 &o=1 &t=1 6/30/2006 0 NA38 Luminaires NA38 ORIGINAL RECEIVED HEB p a. 2007 PLANNING DEPARTMENT CITY OF CLEARWATER • SPECIFICATIONS DESCRIPTION The octagonal shaped luminaire shall con- sist of a luminaire base with an integral ballast housing, an eight-sided lens frame, eight lens panels, a round tapered hinged roof, and a finial. DIMENSIONS Fixture dimensions shall be as detailed on back page. MATERIALS. The luminaire base, ballast housing, frame assembly, roof, and finial shall be heavy wall, copper free, cast aluminum produced from certified ASTM 356.1 ingot per ASTM B-179-95A or ASTM B26-95, formed true to the pattern with complete detail. Lens panels shall be smooth, textured, or prismatic. Lenses are avail- able in clear polycarbonate or clear acryl- ic. Internal refractors shall be borosilicate glass and reflectors shall be polished aluminum. All hardware shall be stainless steel. All exterior hardware shall be tamper resistant. IMSTAUMOIN The luminaire shall mount on a 3" O.D. x 3" tenon with six 114" dia. socket set screws. The ballast and socket assembly shall be furnished with a quick disconnect plug and mount on a removable ballast plate. The ballast plate shall be removed by loosening a thumb screw. FINISH For finish specifications and color options see "Finish" section in catalog. LIGHT SOURCE Luminaires shall be furnished with an H.I.D. ballast and socket assembly. Luminaire shall be UL listed and labeled as suitable for wet locations. Sockets shall be glazed porcelain, mogul or medium base, with a copper alloy nickel plated screw shell and center contact. Ballast shall be core and coil, high power factor, regulating type. CERTIFICATION Upon request, manufacturer shall certify the use of 356.1 ingot alloy. Upon request, manufacturer shall supply UL file# and listing information. ANTIQUE Street Lamps 2011-B W Rundberg Ln.•Aust R TX 78758 Ph (512) 977-8444 • Fax (512) 977-9622 L-39 10 0 NA38 Luminaires ? with Glass ? Chimney wM Glass Refractor ith w Low B ightness ?? ?®? ??? 0?? Reflector ?? 16' w ?? ?? ?? 38"h NA38 NA38 GC NA38 GR5 NA38 LBR5 Cast Aluminum Rnio Cast Aluminum, 15"0, Hinged and Gasketed Roof 31. Eight Lens Panels Porcelain Mogul or Medium Base Socket Aluminum, Octagonal Lens Frame Cast Aluminum 1 Luminoire Base and Ballast Housing -? ?- (6) 114"SocketSetScrews 4.5' i 3"O.D.x3"hTenon -I Cast Aluminum Lens Frame Top Optional Decorative Frosted Optional Refractor Optionall-ow Glass Chimney (GR3 or GR5) Brightness with Brass Holder (GC) Reflector (LBR5)- (with medium base socket only, available to 150 watts) Cast Aluminum Ballast Plate (removed by loosening one Thumb Screw j-/ H.I.D. Ballast Components (Factory Prewired) ORIGINAL RECENED Optional Photo Electric Cell Button Type (PEB) Quick Disconnect Plug ? ;'_Q 01 2007 PLANNING DEPARTMEN CITY OF CLEARWgTER ORDERING INFORMATION Example: NA38 75H MED ACT GR5 120 ANBK PEB1 Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. ;;Voltage; r? Finish' Options ;Series Wattage/Lamp Distribution Tis ^? H.I.D. ballast & socket NA38 SOH MED 50 watt Mercury vapor (blank) Type v 75H MED 75 watt Mercury Vapor GR5 Glass Refractor, Type V 1 OOH MOG 100 watt Mercury Vapor GR3 Glass Refractor, Type III 175H MOG 175 watt Mercury Vapor LB R5 Low Bright. Refl., TypeV 50M MED 50 watt Metal Halide 70M MED 70 waft Metal Halide Lens Material 100M MED 100 watt Metal Halide 150M MED 150 watt Metal Halide ACT Acrylic, Clear Textured Pandoo 175M MOG 175 watt Metal Halide PCT Polycarbonate, Clear Textured 35S MED 35waltHid PressureSodlum APM Acrylic, Prismatic 50S MED 50waltHigh Pressure Sodium PPM Polycorboncrie, Prismatic 70S MED 70 waft High Pressure Sodium ACS Acrylic, Clear Smooth 100S MOG 100waltHigh Pressure Sodium PCS Polycorbonate,Clear Smooth 150S MOG 150wall High Pressure Sodium 42TRT 42 watt compact fluorescent 120 ANBK Black GC Decorative Glass Chimney 208 ANDB Dark Bronze HS House Side Shield 240 ANDG Dark Green PEB1 Photoelectric Cell button 120v 277 ANVG Verde Green PEB2 Photoelectric Cell button 208,240,277v 347 CM AN M Q PrCusCustom Panted Match SF Single Fusing 480 CS r Select DF Double Fusing RALoclas TB' NOTES: 1. Multi-tap Ballast (120,208,240,277v) and 480v. For wattages under 70S 70M or IOOH contact ASL for availability. 2. For finish and color options, see Finish section in catalog. ANTIQUE Street Lamps 2011-Bw. Rv,mera In •AL&l rt Tx 78758•Rrl (512) 977-8444 L-40 ORIGINAL RECEIVED FFB X31 2007 PLANNING DEPARTMENT CITY OF CLEARWATER ACA Series Crossarms & Wall Bracket 3" O.D. x 3" high Tenon (typlcap orientation -? 4.5 (?- 6" x 12" Wall Bracket Mounting Plate 10.5" (4)9/16-0 Holes ACAWB (one-way wall mount) 0 ------ 0 (Note: also available: 0-0-9 orientation ACA/1 (one way arm)) orientation - 30" _ I ? 15" Varies with center Lumlnalre "Flnl 12" ACA30 (Note: Dimensions ACA30/2T (two at 180') typical forallA Series). (two at 180° w/one atcenter) .,1% orientation i26? ACA30/3 (three at 1201) orientation ACA30/4 (four at 90') orientation Center Finial M v Optional Finlo I (HDF)-.+ • SPECIFICATIONS CONSTRUCTION The crossarms and wall brackets shall be one-piece construction. The arms shall be welded to a center spool. For wall brackets, the arm shall be welded to a flat wall plate. All welding shall be per ANSI/AWS Dl .2-90. All welders shall be certified per ANSI/AWS D1.2-90 Section 5. MATERIALS The arms, finial and center spool tenon shall be heavy-wall, copper free, cast aluminum pro- duced from certified ASTM 356.1 ingot per ASTM B-179-95a or ASTM B26-95. The center spool and wall bracket mounting plate shall be aluminum, ASTM 6061 alloy, heat treated to a T6 temper. All hard- ware shall be stainless steel. All exterior hardware shall be tamper resistant. INSTALLATION The crossarms shall slip-fit a 3" O.D. x 5" post top tenon and attach with socket set screws. The center finial shall be removable. The wall bracket shall have four 9/16" dia. holes for mounting to the wall. (Bracket mounting hardware fur- nished by others.) Both crossarms and wall bracket shall have 3" O.D. tenons for luminoire mount- ing. For finish specifications and color options, see "Finish" section in catalog. ORDERING INFORMATION Choose the boldface catalog nomenclature that best suds your needs and write a on the appropriate line. Example: ACA30/2T ANBK HDF Series Finish' ACAWB one ANBK Black ACA/1' one ANDB Dark Bronze ACA30 two ANDG Dark Green ACA30/2T three AWG Verde Green ACA30/3 three ANPP Prime Painted CM 0AomMard, ACA30/3T tour CS ?t ACA30/4 four ACA30/4T five Options # of turrund- required HDF Optional Finial N07ES., 7. For finish specificatiom and color options e Fihlsh"secllon in cata g 2. e-woy oim n otshown in riushaiions. ANTIQUE Street Lapi s 2011 .8 W. Rundberg Ln.-Austin, TX 78758-Ph (512) 977-8444 C-1 ACA30/3T (three at 120' w/one atcenter) ACA30/4T (four at 90, w/one at center) BALTIMORE Series Cast Aluminum Posts 3" O.D. x 3" High Tenon Post Height 3"x10"H. Door Opening for Wiring Access W. q' 10.5" 11 Sq. ANTIQUE Street Lamps 2011-B W Rundberg Ln. • Austin, TX 78758 • ph(512) 97748444 • fax(512) 977-9622 PA-2 ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Example; PX BL11 12 S4 ANBK Options Post Series Hei ht PX BLl l 8 Post, Cast Aluminum, 10 Extruded Shaft 12 BALTIMORE 14 11" base Finish' ANBK Black ANDB Dark Bronze ANDG Dark Green ANVG Verde Green ANPP Prime Painted CM Custom Match CS Custom Select RAL colors S4 Smooth 4"0 F4 Fluted 40 T4 Tapered 4"-YO Receptacles Banner Arms Flagpole Holders Custom Logos Signage (see Signage & Accessories section in the catalog or con- tact Antique Street Lamps) NOTES: 7. For finish specifications and color options, see Finish section In catalog or contact Antique Steel Lamps, ANCHORAGE GUIDE Set Screws 8. 10.5" Sq. 75' Door Base Plate Opening Dia. z' 11" Sq. Base Cover Hot Dip Galvanized L-type Anchor Bolts (4 per Post) 2007 viviNiD trAR MENI CITY OF CLEARWATER 0 BALTIMORE Series Cast Aluminum Posts SHAFT TYPES 4"0 Smooth C) (0 F4 T4 4"0 fluted 4"-3"0 tapered 3'0.D. x 3" High Tenon Post Height ORIGINAL RECENED FE-B 01 M7 TANNING DEPARTMENT CITY OF CLEARWATER 3"x10"H. Door Opening for Wiring Access qb" q' 10.5" 11" Sq. ANTIQUE Street Lamps 2011-B W Rundberg Ln. • Austn, TX 78758 • ph(512) 977-8444 • fox(512)977-9622 11 ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Example: PX BL11 12 S4 ANBK Options Post Series Hei ht PX BL11 8 Post, Cast Aluminum, 10 Extruded Shaft 12 BALTIMORE 14 11" base Finish' ANBK Black ANDB Dark Bronze ANDG Dark Green ANVG Verde Green ANPP Prime Painted CM Custom Match CS Custom Select RAL colors S4 Smooth 4"0 F4 Fluted 4"0 T4 Tapered 4"-3"0 Receptacles Banner Arms Flagpole Holders Custom Logos Signage (see Signage & Accessories section in the catalog or con- tact Antique Street Lamps) NOTES: 7. For finish specifications and color options, see Finish section in catalog or contact Antique Steet Lamps. ANCHORAGE GUIDE Set Screws I ' 8 75' 10.5 Sq. . Door Base Plate Opening 12.38 Dia. Bolt Circle 11" Sq. Base Cover a Hot Dip Galvanized L-type Anchor Bolts (4 per Post) PA-2 LAND5CAPE NOTES YY.fb1.1 ..4w NIM/I.AMA?uMYbWi. I mw a • r rarer 1 I?i'r t.r? ? e LOT A LOT B z ree LOT C _ LOT B X?/RArIOOim . r= ?R rN? . rrlrr . MOW opm _ Plant Materials =hed ow" o". D*mw l NM 4 AND lyyr mmltrta 4 a G.A- wr. as MM Wb.4 110 IOM Ibd.r}r"p. 20 NE Nh. "p. Q C 1n'ar IQ IX E.A.R. SL IMC L-" Mu S MO MI.In mope M M Nonr Nnlr c- NMM ,t.el.4be, 3p" ck-rm IQM..l*cL- -&- Mw',lylxnxG"m S g1I.. 04' M.. 24. W. WO Yd.e We" 3y.. 14'IR.pr p. 3&O N..ori}r SpL.P4'M.. 24'.p.. !O" 111.1.. 3y1..Q4"et.94'.R. W- Oim.nMdy 18 M.. 9.P.. CS O41 rA- Non S.* bon 9 p1..24"M.. t4• qr. SO"o.e. Or.L-F. 1 lo.. 1 T M.. 1 r w, ir- 'M MIA. I O Ee.. C yr....Ib peen Y9.a. Aft-1 . I go.. IPM..Irgr. IRo,a 1. it rybl.Ibr111•'N? FERTILI2ATION SMeMrITnN. M.r! N..r Y w wl W .Nt lO1 L0 ??Y1.Mw?I 141r e.I.11111YN.. p b NYIIt I.wY...l41r Yw1be.I Nf.?.w46imIM4a4pe N4el?Yr wNreri.Nw.IwYb.. !11 i ? ? cf) ip c. e rr+ L U 7 abo,I.o. 4.:1 tewnrrr C T- 0 M.??bl.esYwr.wxn..i.s O.ISMwi4r.b.Ye K'r.wlelt lei:... ^.. ORIGINAL RECEIVED DV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Z n...r O 0 er... Q • inn. M ' ?Q L d5 W T? IN07LCfIG ?/? ` J C d gal mow! . O O NS$ m 0 U ww _ rA 2 ee Wr p. 1 nlv+nNO x eowarern.aeaeuc ARCHITECTS 1..1 t.nm.. wxe..n.u.orn rr?nroala I.ITIq.nf EYn., b.Fa.. .rne..a 1 Seale r' - aa-v SHEET _ 1 LOT C LOT D -9- LOT A LOT B o PER LIZATION MW?Ir MdrMMMrwtl7Netw'aO-0Sa /?ayotWSrd Ml.vb .sY.?d?tMrYanrY?.?IrroawYrar?ai.traie?.ya rr Y..w I.tbrdrwrtrt aad.a.rro e•:Ie.Wr e7.wr eu.= 4.a a.m T? wab mr awt:...a.urr7.awL Cnrllear Ir?aa rerrrrrMtYSrnwl[bestfrnrMewnM???aerM x O01M1'a 1KLIO 0 8000 A7•dOi 0.0 -mom ?j-. ISIS x[7 sMO? }} . ewdrreax ® ..F hA?i?.•?7n ?.•..f•r.l,.l? a. ;x k" ?Y .Code _ f>d?a?l Nwr - _ _. _ -_ Canren W.tl '.l?O^A 4 ARO &M". mm". Gb hOn Ieht. 1010.E sdwM Oedar 24- hL D es 36• LM L.M.- tdbr1 .,17ht.17W W Iroad bT. 10M Nde ""I' 0admlpt led.Wht ?2Agn x0•- 20+ 116 MYaee rA. db- 'Jed. &?hL [ 2.F yn a0•- 2 IL rmo ad.-K* ITM. Syr.,2.0Ae carer 19 w hen I". "Ma ttrap bed..24hL.29w. W" 39. LUG M1O/'t Mw 6ieltwwo I ed.. IVM.a I2ra/r. 16"a.o 6 he hAsm'+eeidan Na yRb IOM..Oyr. mA ern 2Sea. 2A' M M-'Wo b. All-hr 1 e7L, 12'07.. Irw. Iara.a., f-Oec amt-__? ? yy VIMMNR wrM. O 7 .r.b r W .QatQ TIm O?omcm" m'rm Q ?MeUr O r m u nWir r yp7 TWMAWROPETA1L 1 y N .fir... sw"M"m MNIe70 OlrNL CDA z LANDSCAPE Q Z C AACT! 0 m ft7X7lMN? 0v m0 m p Np NOM S C Buie P 10'-0' L. 1 Z -4 GENERAL LANDSCAPE NOTES W • W cc? Cz) o? OC OR~ DUN 0 u ?r•r Iffm WAM w mm -0a a FF 30.78 LOT B LOT A i LOT D LOT C ?s STOP SITE PLAN f %%%M %MM G , m s? E3 m L :l". II.: r. t?:t Ill 1. 1 t t 1 . It t ? ? /Fly ? r zIx O W W Q u >I ME d ? oo ?U O? w ? zIL z O z 0. i ..r . (AFT 510E aE`jAUQt: eFRONTEIEVAn011 17. ARCHITECTS 1 .0 n n Booth Ave. Townhomes 0 0 N 00 N 0 0 0 cc w W v N v .P H [T] H 0 y n x 0 r (3 KCAP EIEVAM)" n CD r] L -!- a 0 ; , (E. IL L7Lj-f r I 1 , I1 ", locxvw,-$EfAh9lEYg -- ..m., r. ARCHITECTS -1 yTi JJ yrlr _` ` t.. i OFLOORPLM-FASTLEI 0 rn N 00 F- Z N o cm W W ~ o N d3 W W J W W O Z O =D J rn r 00 Booth Ave. Townhomes 0 N ? : ' ter` ' I + ? ? iAv - Ito LONG RANGF. RIANNING DEVELoP,VIIiNT RL:vIL;W February 9, 2007 Mr. Bret Krasman 1714 County Road 1, Suite 14 Dunedin, FL 34698 CITY CAE C LEARWATE R PLANNING DEPARTMENT Pose OI'EIcf, Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL. SERVICES BUILDING, 100 SOUTH MYRTU;AVIiNUE, CLEARWATER, FLORIDA 33756 TEu,pi[ONE (727) 562-4567 FAx (727) 562-4865 Re: FLS2006-07041 and PLT2006-00004 (124 Booth Avenue) Dear Mr. Krasman: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On January 2, 2007, the Development Review Committee (DRC) reviewed your Flexible Standard Development to permit four attached dwellings (townhomes) within the Downtown (D) District as per Section 2- 902.C of the Community Development Code along with a Preliminary Plat associated with said Flexible Standard Development application. The DRC APPROVED these applications based upon the following Findings of Fact and Conclusions of Law and subject to the attached conditions of approval: Findings of Fact: 1. That the 0.137-acre subject property is located at the northwest corner of Booth Avenue and Grove Street; 2. That the subject property is located within the Downtown (D) District and the Central Business District (CBD) Future Land Use Plan category; 3. That thP,velopment proposal is subject to the requirements of the Clearwater Downtown Redevelopment Plan -and the Design Guidelines contained therein as the property is located within the Town Lake Residential character district; 4. That the development proposal is compatible with the surrounding area and will enhance other redevelopment efforts; and S. That there are no outstanding Code Enforcement issues associated with the subject property. a Conclusions of Law: 1. That the development proposal is consistent with the Standards and Criteria as per Section 2-902 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section Community Development Code; 3. That the development proposal is consistent with the General Standards for Level One Approvals as per Section 3-913 of the Community Development Code; 4. That the development proposal is consistent with the Downtown Design Guidelines; and 5. That the development proposal is consistent with the Visions, Goals, Objectives and Clearwater Downtown Redevelopment Plan and the Town Lake Residential character district PRANK I IIISRARI>. MAYOR 2-902.C of the and Level Two Policies of the }(LIN I)oRAN, CO('NC:1!NF,%IB1'N i [O)-I I-IAMILMN, Ccx xc:u w;?n3rR BILL JON' E'Q1JAI. };iNIPLOYMENT ANI) AI:I:II.%IATIVI? ACI'IoV Eml)],o) a" February 9, 2007 124 Booth Avenue - FLS2006-07041 / PLT2006-00004 Page 2 of 2 Conditions of Approval: 1. That prior to the approval of the Final Plat, the open space/recreation impact fees must be paid; 2. That prior to the issuance of any building permits, the Final Plat for "Four Seasons Grande" shall be recorded; 3. That prior to the issuance of any building permits, all Fire Department conditions are addressed; 4. That prior to the issuance of any building permits, the civil and landscape plans shall be revised to depict the locations of the proposed light poles; 5. That prior to the issuance of any building permits, the civil and landscape plans shall be revised to depict the means by which the mechanical equipment associated with Unit "A" is to be screened from view from Booth Avenue; 6. That prior to the issuance of a Certificate of Occupancy, any required Transportation Impact Fees are paid; 7. That prior to the issuance of a Certificate of Occupancy, all utilities including individual distribution lines will be installed and/or relocated underground; and 8. That the final design and colors of the buildings are consistent with the architectural elevations approved by Staff. I concur with the findings of the Development Review Committee and, through this letter, APPROVE your application for Flexible Standard Development with the above conditions. This approval is based upon, and must adhere to, the application and development plans date stamped received February 1, 2007. Pursuant to Section 4-303 of the Community Development Code, an application for a building permit shall be made within one year of Flexible Standard Development approval (by February 9, 2007) with all required certificates of occupancy being obtained within two years of the date of issuance of the building permit. Please be advised that time frames do not change with successive owners. An extension may be granted by the Community Development Coordinator for a period not to exceed one year and may be done only within the original period of validity. The Community Development Coordinator may approve one further extension not to exceed one year for good cause shown and documented in writing. The coordinator must receive the request for extension within the period of validity following the first extension. The issuance of this Development Order does not relieve you of the necessity to obtain building permits or pay 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. Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562-4539 or via e-mail at robert.tefft(ctbmyclearwater.com. Sincerely, Michael Delk, AICP Planning Director S: (Planning DepartmentlC D BlFlex Standard (FLS)Unactive or Finished CaseslBooth Ave 114 (D) - Approve&Booth Ave 124 -Development Order 02- 08-07.doc ~ aoo b- 0'70 ~ J TY FLORIDA ~ D ZONING: D -DOWNTOWN TOWN LAKE RESIDENTIAL DISTRICT - 30 UPA - 4 UNIT ' GE 15 EAST LAND USE: CBD -CENTRAL BUISNESS DISRICT PARCEL ID ` 011 0 15-29-15-10314-006-0110 SITE AREA: 0.136 ACRES MWIMUM SITE AREA 6000 SF LEGAL DESCRIPTION ADJACENT LAND USES. NORTH -RESIDENTIAL -SINGLE FAMILY WEST -COMMERICAL - OFFlCE LOTS 11 AND 12 OF R.J. BOOTH SUBDIVISION, ACCORDING SOUTH -ROW -GROVE STREET TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT EAST -ROW -BOOTH AVENUE MAP eoaK s, PAGE 20, OF THE PUBLIC RECORDS OF BUILDING SETBACKS: PINELLAS COUNTY, FLORIDA. y,:~~, ~s, i.,. BUILDING SETBACKS REQUIRED PROVIDED FRONT -BOOTH 0' 7.0' y - CONTAINING 6,001 SQUARE FEET OR 0.14 ACRES, MORE ~iy~ FRONT -GROVE 0' 5.0' f, OR LESS. SIDE -NORTH 0' 6.0' SIDE -WEST 0' 6.0' ALLOWABLE BUILDING HT. - 75' MAX PROPOSED BUILDING HT. - APPROX 44' FROM GROUND 3 STORY r LAND COVER. ITS EXISTING PROPOSED ' /S B . ~ UILDINGS 0.042 AC 0.071 AC z ~ ` _ ASPHALTISW/DRNEWAYS 0.029 AC 0.018 AC ' POND 0 AC 0.000 AC .y OPENSPACE " 0.066 AC 0. C 043 A a , LSA. ~ 0.540 0.670 , FLOOD ZONE: : SITE IS LOCATED IN FLOOD ZONE'X'. PANEL N0.12103C 0108 H, MAP 5/17105 , . . r TRANSPORTATION IMPACT FEE: 4: ~ F 4 UNITS a $1420 UNIT - 680 ~ $5, ` DRAVIII NG INDEX ~ 1 EX UNIT UTILITY INFORMATION: SHEET TITLE POTABLE WATER SERVICE TO BE PROVIDED BY CITY OF CLEARWAIT:R. SANITARY SEWER SERVICE TO BE COVER SHEET PROVIDED BY CIiY OF CLEARWATER. ELECIAIC ~ GENERAL NOTES SERVICE TO BE PROVIDED BY PROGRESS ENERGY. 3 EXISTING CONDITIONS & DEMOLITION PRELIMINARY PLAT PARKING REQUIREMENTS: ¦ RP. 5 SITE PLAN MULTI FAMILY -1.5 SPACES PE R UNR ~ DETAILS TOTAL REQUIRED - 6 SPACES TOTAL PROVIDED - S S PACES L-1 LANDSCAPE & IRRIGATION NOTES (BY OTHERS) `R-1 LANDSCAPE PLAN (BY OTHERS) SURVEYOR: KLEIN + STAUB SURVEYIN INC. G, 8016 OLD COUNTY ROAD, N0.54 NEW PORT RICHEY, FLORIDA 34653 (727) 834-8140 ENGINEER: BRET KRASMAN, P.E. KRASMAN -F ASSOCIATES, INC. 1714 COUNTY RD.1 SUITE 14 DUNEDIN, FLORIDA. 34684 (727) 738-0359 AR ' CHITECT. CHRIS MILLER NC, ~~TE~~~ METRO ARCHITECTS, INC. CASE ~ . ~2a~~-aM,oyl ,~.~T~, 314 SOUTH MISSOURI AVE, SUITE 3fl CASE TYPE moo, ®RIGINAL CLEARWATER, FLOPoDA. 33758 . ~ DRC DATE a ~ ~ 02- n~- RECEIVED (727) 461-5424 CDC DATE ~ F~~ ~ 1.20Q~ ' i SIGNATURE DATE ~.~-O~ ~L~NNING DEC'~1E7YIV1ENi CIiY OF CLEARWl~TE~ PERMIT _ S TYPE NUMBER APPROVED EXPIRES TTY OF CLEARWATER -FLEXIBLE STANDARD FLS2006-07041 ' ~ 4r~ WA RNING h f~ ~ ~ ~ ~ CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL" r,: 1-800-432-4770 48 HOURS PRIOR TO ANY CLEARING OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS t ti ~~~~1 ~ ~ ~ ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE REVISED: 02-01-A,;,`. 1,'~` MINIM . UM STANDARDS SET FORTH IN THE CITY OF, REVISED: 08-08-2006 CLEARWATER LAND DEVELOPMENT Z ADDITIONAL PERMITTING MAY B - ZONING OR RELATED E REQUIRED CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION DATE: 06-22-2006 ORDINANCES JOB NO. 06050 NOTE TO CONTRACTOR AND GRUBBING NOTES CON'T WATER SEWER CLEARANCE REQUIREMENTS EROSION CONTROL NOTES CLEARING ( ) / S.W, F.W. M. D. / CITY OF CLE ~ITY OF CLEARWATER RIGHT OF WAY NOTES THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW- 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF VERTICAL CLEARANCE AT CROSSINGS LL R,O.W. INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. 1, DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS 1. ALL R,O.W. INSTALI RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY J THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR I G AND CONSTRUCTION HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. V A I I IN THE STATE OF . PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEAR N A MINIMUM ERTIC L D STANCE OF 18 NCHES BEFWEEN THE INVERT OF THE UPPER PIPE AND 2 ALL DESIGN AND 1 TO PREVENT 501E EROSION AND SILTATION, 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER .LL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS JOINTS AND WATER JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO SET DOWN IN CITY ET DOWN IN CITY OF CLEARWATER LAND DEVELOPMENT, ZONING AND/OR RELATED & PIPES' WITH TOP & BOTTOM ELEVATIONS, INVERTS & RDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES 2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL EXISTING STRUCTURES. LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION ORDINANCES, AND STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS 7, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE 3. SIGNS AND BARRI( INCLUDING THE SANITARY SEWER AND WATER PIPING. THE SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE US DEPARTMENT CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED ZZ AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE DISCONNECT OR REMOVE THEIR FACILffIES PRIOR TO REMOVING OR DEMOLISHING. UTILIZED: OF TRANSPORTATIC iF TRANSPORTATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE. RECORD DRAWINGS TO THE ENGINEER. ww FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING, A. THE SEWER SHALL BE INSTALLED WITH D.I.P. FOR 20 FEET CENTERED ON THE FLORIDA DEPARTME 'LORIDA DEPARTMENT OF TRANSPORTATION'S "DESIGN STANDARDS" INDEXES 100 THROUGH 670 (LATEST EDITIONS), THE AFOREMENTIONED RECORD DRAWINGS SHALL BE SUFFICIENT 8, THE CONTRACTOR WILL BE RESPONSIBLE FDR MAKING A VISUAL INSPECTION OF THE 600 THROUGH 67( 3. THE RETENTION AREAS AND OUTFACE CONTROL STRUCTURES SHALL BE CONSTRUCTED SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL CROSSING (iD Fi. LINEAR SEPARATION BETWEEN JOINTS); VSTALLATION INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING ~ N PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED B. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, 4. INSTALLATION INVO EARLY IN THE CONSTRUCTIO AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO MUST BE ACCOMPI IUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JETTING IS ALLOWED. JURISDICTION. U IN PARTS OFF SITE, WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING BACKFILLING; OR 5. COMPACTION FOR ;OMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99(100%). I}- 4, AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. C. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES, ACTIONS INCLUDED CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED 6. DISTURBED AREA V GENERAL CONSTRUCTION NOTES IISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100% OF MAXIMUM SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC g, DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS DENSITY AND SOD[ INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION, 7, ANY PORTION OF ' ENSITY AND SODDED. 1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN O W W OPENINGS IN THE CONTROL STRUCTURES. SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO P OVD DAMAGE, IN THE 0 .NY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED IN CITY OF CLEARWATER LAND DEVELOPMENT, ZONING AND / OR RELATED ORDINANCES, 1= 0_~ AMAGE, IN THE OPINION OF CITY OF CLEARWATER HIGHWAY DEPARTMENT, SHALL BE 2. ALL ELEVATIONS ARE REFERENCED FROM NGVD 1929, SURVEY PROVIDED BY KLEIN & STAUB ~ N ITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER. CONSTRUCTION PROGRESS. R I E REPAIRED AT CONI 5, ALL DISTURBED COD ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO HIGHWAY DEPARTMI EPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY CITY OF CLEARWATER SURVEYING. NAVD 1988 =NGVD 1929 - 0.86' U ~ ~ 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 SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL IGHWAY DEPARTMENT. ~ Z Z SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. 3. LOCATIONS, ELEVATIONS, AND DIMEN510NS OF EXISTING UTILITIES, STRUCTURES, W Q Q OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN, THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE. 8. SAFE PEDESTRIAN 11. WHEN CONSTRUCTION IS COMPLETED THE RETENTION DETENTION AREAS WILL BE HORIZONTAL SEPARATION BETWEEN PARALLEL LINES 9. ANY SIDEWALK WH NOTE: PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS / SIDEWALKS ARE TC .NY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE ~ U U IDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL, AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE GRAVITY SEWERS OR FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY WHEN EXISTING SI[ THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, 00 'HEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT. STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES, POWER TO THE PLANS. FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FT. SEPARATION, THE 10. NO STOCKING OF SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPELINES OR 12, CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY WILL BE REMOVED 10 STOCKING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS ~ 00 UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS, BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN .UNDISTURBED EARTH SWEPT DAILY AS P 'ILL BE REMOVED FROM THE JOB SITE DAILY. RDADS AND SIDEWALKS ARE TO BE 4• THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES Q 00 ~ WEPT DAILY AS PART OF DAILY CLEAN-UP. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER ~ I I FENCE, HANDRAIL, VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM WHICH SHALL BE REPAIRED OR REINSTALLED AS INCIDENTAL TO THE COST OF WORK SHOWN OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE 11. SIGNS AND BARRIC IGNS AND BARRICADES FOR MAINTENANCE OF TRAFFIC PLAN REFERENCE OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE o0 HEREUNDER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE ANY WATER SYSTEM NOTES WATER AND SEWER JOINTS SHALL BE STAGGERED. INDEXES 6D0 THRI VDEXES 600 THRU 650 ROADWAY & TRAFFIC DESIGN STANDARDS. AFFECTED AREA. j CONFLICTS PRIOR TO AWARD OF THE CONTRACT. 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER, IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS 12. SAW CUT EXISTING 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED W ~ N AW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO DRIVEWAY CONSTRUCTION. UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS ~ NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR 13. DISTURBED AREA V ISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100% OF UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE MAXIMUM DENSITY - RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS SPECIFICATIONS. DEPARTMENT AND BE PRESSSURE TESTED TO 150 PSI TO ASSURE WATER TIGHTNESS BEFORE IAXIMUM DENSITY AND SODDED. UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" m m AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE ~ 1y BACKFILLING. 14. PROVIDE A MINIMU 40D-4 & 40D-40 F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER ROVIDE A MINIMUM OF 3" COVER OVER UTILITIES AT ALL DITCH CROSSINGS. START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL m 0 ~ ~ g n Y OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A 3. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE SANITARY SEWER RECLAIMED WATER & POTABLE WATER RECLAIMED WATER SEPARATIONS 15. NO STREET SHALL OFFENSE. / / CLEARWATER TRAFF 0 STREET SHALL BE CLOSED WITHOUT THE WRITTEN PERMISSION OF THE CITY OF UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. ~ ~ p ~ Q Q ~ ~ LEARWATER TRAFFIC DIVISION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED. EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.6 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION: 16. THE PERMITTEE'S I HE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY 6, CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. ACT FLORIDA STAI MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71). ( CT (FLORIDA STATUTES, 553.60 et. seq.) AND THE OCCUPATIONAL SAFETY AND HEALTH SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926,650, POWER LINES AND OTHER UTILITIES. MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES ADMINISTRATION E) 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 4. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE SUBPART B) WHICf SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO PURSUANT TO THI: UBPART B) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI, JOINTS SHALL BE CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED URSUANT TO THIS PERMIT. 7, ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. SUBSTANCE THAN STORMWATER. MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH 17. DRIVEWAY TO BE TI NS. CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS, RIVEWAY TO BE CONSTRUCTED TO FDOT INDEX 515. 3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY 065TRUC 0 5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA 18. EROSION CONTROL :ROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO FDOT INDEX #104 & 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT 05. AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED C-900, PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN .WHEN RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION: 105. IN ACCORDANCE WITH THE APPROVED PLAN. ACCORDANCE WITH ASTM D-2241. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND W (O THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, AND A 10 FEET SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. ~ O N 6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241-89, HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE RECLAIMED OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE WATER MAINS, NO MINIMUM SEPARATION 9, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP ~ ~ S E PIPE CONVEYANCE 7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED IS REQUIRED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THAT THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SY T M ( NECESSARY TO ENSURE STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES THEMSELVES. DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. O ~ FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE SLEEVE TYPE JOINTS, CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE ~ ~ IW M YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION 8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE AS STIPULATED ABOVE, DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER. 1-I ~ Q N POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS, IF WATER STANDS IN MEETING THE REQUIREMENTS OF AWWA C509. BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND 9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE PRIOR TO CONSTRUCTION. 10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR O ~ ~ ~ N BOTTOM, AS DEEMED NECESSARY-AND NO LESS THAN TWICE A YEAR TO RESTORE THE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHALL. SHALL ,NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE GRADING AND DRAINAGE NOTES SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES 10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER , ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, O L~ r_, N O PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK ~^•L~~ r STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, LE, SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR ~ ~ I-~ W ~ GASOLINE, OIL, GREASE, CHEMICALS, ETC, 1. ALL DELETERIOUS SUBSTANCE MATERIAL, I.E. MUCK, PEAT, BURIED DEBRIS , IS 11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ( ) PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S W ~ O ~ LL ~ EXPENSE. Z ~N THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND ON DETAILS, TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE 11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP W 1^,y ~ FLUSHED SEMI-ANNUALLY, CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN OWNER'S ENGINEER, OR OWNERS SOIL TESTING COMPANY. DELETERIOUS MATERIAL 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER, ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO W h+1 BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS ~ ~ W ~ SHALL BE DISPOSED OF IN A PERMITTED FACILITY. COMPACTED AS SHOWN ON THESE PLANS. DETERMIIJED BY AASHTO T-99 W W~ O~ N 13. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE EROSION AND SILTATION CONTROL NOTES PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST. 12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 ~ F-~ Q ~ 14, ALL DUCTILE IRON PIPE AND- FITTING SHALL BE WRAPPED IN 8 MIL POLYETHYLENE COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY, P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED, ~ ~ rr 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, ENCASEMENT, COLOR CODED TO SERVICE. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER PLACED. DEWATERING SHALL BE USED AS REQUIRED. MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF CONTRACTOR' )NTRACTOR'S RESPONSIBILITY NOTE 13 TOLAPCONDTIONDEQUAL TO ORpBEffERFTHAN EXISTNGE ONDK IOHSLL BE RESTORED ~j N T N UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO ~ ~ r Q SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED UNLESS OTHERWISE NOTED ON PLANS. IT IS THE CONTRACTOR THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. V~ FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH 4, PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA'C-900, CLASS 150 THE ARCHITECT AND OV ,RCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) 14. ALL DISIURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND O ~ J SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, STANDARDS, UNLESS OTHERWISE NOTED. ANY OTHER DISTURBANCE OF THE SITE BEGINS. CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE AND SITE IMMEDIATELY iITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF 7 U 2, PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE AND WRITTEN CORRESP VRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE ,y~ I~-i CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING, BEEN.QBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, E•T•I STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY ACCORDANCE WITH CITY OF CLEARWATER WATER DEPARTMENT SPECIFICATIONS. TRAFFIC RATED FOR H-20 LOADINGS. ~ CLASS CONDITION (SUR SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND CITY OF CLEARWATER WATER WITHOUT CHIPS, WITHO UT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, AND OTf~!ER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS AND WHICH DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON WITH NEW APPEARING I PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND, NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR REGULATORY AGENCY AND ENGINEER OF RECORD. MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 2. NEW WATER MAINS 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE INTENDED TO OPERATE; DED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE _USINN OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING 15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. CONCLUSION OF THE F OF SILT THROUGH THE OUTFACE STRUCTURE DURING CONSTRUCTION OF ANY RETENTION THE OWNER A COMPLE )WNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM 8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT STANDARDS IN QUALITY ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST STANDARDS AND SPECIFICATIONS, CONTRACTOR TO PERFORM CHLORINATION. ELEVATION(S) OF THE STORM PIPES(S). BUILDING(S) AND SITE iARDS IN QUALITY AND PERFORMANCE- THROUGHOUT THE ENTIRE PROJECT AREA TO THE .ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIREfi:BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF ~ BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S). WITHIN THE DRAWINGS ING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED TRANSPORTATION (FDOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ~ THE END OF THE WARRANTY PERIOD. REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. 1 THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. ~ DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. 16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS ~ N 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE BEEN DESCRIBED IN Tf FROM THE 51TE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT CONTRACTOR HA5 THE iACTOR HA5 THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S) AT THE CONSTRUCTION SITE. ~ ~,y, INTERIOR SWALES, ETC„ INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TD HAS BEEN ISSUED. PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS uTIUTIES AND slrE rHF IES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE 17, THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION r ISSUANCE OF A CERTIFICATE OF OCCUPANCY. COURSE OF THE WORK SE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR ~J 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES THE SITE BECOME DAM SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTF..M SHALL BE SUBJECT TO A SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT CONSTRUCTION SITE SAFETY.. TERIAL. CONTROL OF DUST FROM SUCH SANITARY SEWER NOTES VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF TO BE A PART OF THE PREVENT EROSION OF THE STOCKPILED MA BACKFILL. REPLACE THE DAMAGED :APART OF THE .CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR ~ W .CE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT 18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE 1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF NO ADDITIONAL COST T EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL COVER. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL )DITIONAL COST TO THE OWNER. FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE r_, ~ ~ O AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. ~.j,~ ~ ~ Op UNSTABILIZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS. 2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF ACCEPTANCE OF THE PROJECT. 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING AS A PART OF THESE D - REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT CONSTRUCTION DRAWINGS. WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE PROVIDED, AND ANY ADI PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN 19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE .CENTER TO ~ N O AND/OR REPAIRED AS REQUIRED. 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON INFORMATIONAL PURPOSI DED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END ~ M MATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY SECTIONS ARE TO END OF PIPE. ~ AND SPECIFICATIONS, COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO FOR THEIR PREPARATION U ~ a 'HEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR 20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED CLEARING AND GRUBBING NOTES 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND IS FULLY RESPONSIBLE _LY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD OR EXISTING PAVEMENT TO BE ELIMINATED. O 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF PAVING NOTES USE SUCH INFORMATION SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF 21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S ANY CONFLICTS OR DISCREPANCIES. UNDERGROUND SERVICE. 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A 2GROUND SERVICES, INCLUDING BUT NOT LIMITED T0: METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM ~ Q O ~ TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE 5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO D-3034-77C, SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT SHALL BE-MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, Tn O TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321, 2, THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WATER SUPPLY IF REQUIRED, V1 I SUPPLY SANITARY SEWER I~ ~ X _ OWNER. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. STORM SEWER J SEWER NATURAL AND LP GAS LINES 22. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) ~ Y• ~J. ~ 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL 6. ALL PVC FORCE MAINS 4"-12" SHALL CONFORM TO ASTM D-1784 AND AWWA C900, 3, ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE ELECTRICAL POWER CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE HAVE A PRESSURE RATING OF 150 psi AND BE DR 18, COLOR GREEN, WITH A TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING IRRIGATION LINES RICAL POWER RECLAIMED WATER SUPPLY THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, ~ tiTION LINES T.V. CABLES SECTION .125-8.3, LATEST EDITION. ~ ~ SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE TO BE 4 WIDE PAINTED WHITE STRIPES. FIBER OPTIC CABLES OPTIC CABLES TELEPHONE CABLES ~ COMPANY QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. "FORCEMAIN". BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS FIRE ALARM SYSTEM C~ 4LARM SYSTEM CABLES SECURITY WIRING 23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, ~ ~ ~ O 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 THAN TWELVE (12) INCHES. CONTROL WIRING i0L WIRING SITE UNDERGROUND MECHANICAL SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S f`-I ~ Q ~ 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE 51TE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR (AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND SYSTEMS (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P, ~ CO MS INCLUDING INSULATION INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS O W ~ PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI TRAFFIC DESIGN STANDARDS." ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY IDLES). r , ~ L BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH ~ ~ ~ CONSTRUCTION, A 21,6, A 21.8, OR A 21.5E 6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT, IT WILL BE THE CONTR IE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES ~ ~ ~ B. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT TYPE S-1 OR S-3, ON 6" SOIL CEMENT OR CRUSHED CONCRETE BASE, ON 5UB-BASE OF THE UNDERGROUND 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE REQUIRE D,I,P, ARE TO BE POLYLINED OR EPOXY LINED, COMPACTED TO 98% OF MAXIMUM DENSITY PER AASHTO T-180. OTHER MEANS ARE APf I MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE i.e. SANITARY- SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE N STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURP05ES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. 7. THE CONSTRUCTION OF PAVEMENT WITHIN PINELIAS COUNTY RIGHT-OF-WAY WORK. THE CONTRACT THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY OF THE BLDG(S). THE PLUMBING CONTRACTOR IS TO CONNECT AND MEET THE INVERT ~ ~ ~ MUST MEET THE FOLLOWING CRITERIA: ASPHALTIC CONCRETE: 2-INCH (PC-1), AND ALL DAMAGED UN[ 10, ALL DUCTILE IRON PIPE AND FITTING SHALL BE WRAPPED IN 8 MIL POLYETHYLENE BASE: 8-INCH FOOT CERTIFIED COMPACTED TO 98% MAXIMUM DENSITY COST TO THE OWNER. 1LL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE ENCASEMENT, COLOR CODED TO SERVICE. AS DETERMINED BY AASHTO T-180. SUBBASE; 12-INCH STABILIZED TO 40 LBR TO THE OWNER. BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK ORIGINAL SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ~ SANITARY SEWER TESTING AND INSPECTION RE UIREMENTS AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY Q ORDINANCES AND REQUIREMENTS, RECEIVED ~ AASHTO T-180, 1, TRENCH EXCAVATION :NCH EXCAVATION 25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO (1 COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH O ] 20~~ 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY -INCLUDE OSHA SU NOW A PART OF VCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS THE BEST RECOGNIZED TRADE PRACTICES. VOW A PART OF LAWS OF FLORIDA CHAPTER 90-96. 26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER PLANNING DEPARTMENT THE OWNER'S CONTRACTOR. CONTRACTOR TD NOTIFY THE ENGINEER AND CITY OF -THE CONTRACTOR CLEARWATER UTILITIES 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. A TELEVISION WITH THIS LAW. 'HE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE CIIYOF CLEARW,'4TER INSPECTION TAPE REPORT OF THE COMPLETED GRAVITY SYSTEM SHALL BE SUBMITTED TO - A SEPARATE COST NITH THIS LAW. ~ SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. WRITTEN APPROVAL FROM THE ENGINEER, CITY OF CLEARWATER. - A TRENCH SAFETY ~ TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND 27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND 2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS APPROVED BY THE APPROVED BY THE ENGINEER. PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. . RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. 28. PONDS TO BE SODDED WITH SAND GROWN SOD. INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION 2. ALL RETENTION AREI MAXIMUM ALLOWABLE LEAKAGE RATE; 100 GPD PER INCH PIPE DIAMETER PER MILE. MUST BE IN PLACE 5T BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. 29. UNDERGROUND WATERMANS AND HYDRANTS TO BE INSTALLED, COMPLETED AND IN TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL, IT IS THE RESPONSII IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE SERVICE PRIOR TO CONSTRUCTION. PER NFPA 241 >,INAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT 30. FIRE DEPARTMENT CONNECTION SHALL BE IDENTIFIED BY A SIGN THAT STATES 'NO ~i~ 1 ~ 1 I I I J frl a~ COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S DRAINAGE THROUGHC RESPONSIBILITY. PROPERTIES, ANY f )PERTIES, ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE ' ~ ~j~ THE SOLE RESPONSI 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN 3. THE USE OF ELECTf :SOLE RESPONSIBILITY OF THE CONTRACTOR PARKING, FIRE DEPARTMENT CONNECTION' AND SHALL BE DESIGNED IN ACCORDANCE ~ ~ y- WITH FDOT STANDARDS FOR INFORMATION SIGNAGE AND BE MAINTAINED WITH A CLEARANCE P ~ ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION, SAID TESTS PURPOSES ONLY AN USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL OF 7 1/2' IN FRONT OF AND TO THE SIDES OF APPLIANCE. PER FLORIDA FIRE ~ G, r ~ ~ RPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION, CONTRACTOR PREVENTION CODE 2004 EDffION. ` ' Q' ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE MUST UTILIZE SIGNE REGULATORY AGENCY FOR APPROVAL, COORDINATION AND NOTIFICATION OF ALL IST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. 31. CLEARANCE OF 7 1/2' IN FRONT OF AND TO THE SIDES OF THE FIRE HYDRANT AND 'ii •s,. 'Li3.1 PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 4' CLEARANCE TO THE REAR OF THE HYDRANT ARE REQUIRED PER NFPA-1. ~C ~ ~ ;c~ 'Q 32. ANY NEW CONCRETE DRIVEWAY APRON(S) CONSTRUCTED WITHIN THE RIGHT OF WAY ~ , ,1 ~ THESE PLANS ARE AN INSTRUMEM OF SHALL BE A MINIMUM 6" THICK FIBROUS CONCRETE, AND A MINIMUM 3000 PSI WITH a r ~ ~ SERVICE AND REMAIN THE PROPERTY OF KRASMAN & ASSOCIATES, INC. AND SHALL BE RETURNED UPON COMPLETION OF 1HE 6"X6" /10 X 10 W.W.M. SIDEWALKS SHALL NOT BE CONSTRUCTED WITHIN THIS APRON AREA. ,J ~ti ~,~;~a p CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS, ARTICLE 30, ' rMWL~ . Wl WrTrcmni ZVVO NVi rucuantV. USE OR COPY IS PERMITTED BY CONTRACT SJ. IHIS F'KUt'tKIT IU tit FKUItUItU YVIIH PIKL btKINY\LLK DTI LM MttIINU KCWUIKCMGIVID ONLY. CHANGES TO THESE PLANS REGARDLESS OF HOW MINOR WITHOUT WRITTEN APPROVAL OF KRASMAN & OF NFPA-13. 34. EACH FDC TO BE LABLED AS TO WHICH SYSTEM IT BELONGS TO. ASSOCIATES INC. AND/OR CHANGE IN THE SCOPE, DESIGN OR INTENT FOR ANY REASON SHEET BY ANY PERSON OTHER THAN KRASMAN & ASSOCIATES, INC. SHALL AUTOMATICALLY RENDER KRASMAN & ASSOCIATES, INC. RATED HARMLESS TO ANY LIABILITY CLAIMS, SUITS OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS THEY SHOULD BE 2 READ ;AREFULLY FOR ADDITIONAL CONDITIONS. GENERAL NOTES s N SITE TBM S EL= 28.09' EXSANITARYMANNDLE 'OLE I R/MEL=28.09' E/NVEL=22.29' WlNV EL= 22.19' S/NVEL=24.19' I ~ ~ I I I Z w I I I ~ i I I i GRAPHIC SCALE I I 10 0 5 10 U i SECTIONITOWNSHIPIRANGE O w I I 0'~ 15-29-15 ~ ~ (INS) W cn ?9 ( I 1 inch =10 ft, ~ W a ?9 . 0 ~ .Sj ~ LOT 9 I LOT 8 0. I m ~ ~ ~ a ~ ~ LEGAL ®ESCRIPTION: w Z • J o ~ a w I LOTS 11 AND 12 OF R.J. BOOTH SUBDIVISION, ACCORDING TO THE MAP OR PLAT U= I I I ~ THEREOF AS RECORDED IN PLAT BOOK 8, PAGE 20, OF THE PUBLIC RECORDS OF ' 9 Z I I o E PINELLAS COUNTY, FLORIDA. W o 0 • ~ 0 I I I I • i I I € I CONTAINING 6,001 SQUARE FEET OR 0.14 ACRES, MORE OR LESS. p o~ ~ I I I I I .SURVEY NOTES: W I I ! , I i I THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY MADE ON THE GROUND UNDER THE ~ SUPERVISION OF A FLORIDA REGISTERED SURVEYOR AND MAPPER. FIELD WORK I BLOCK 6 I ~ I ~ I _ I WAS COMPLETED ON APRIL 10, 2006, WHICH IS THE DATE OF SURVEY. ~ ro R.J. BOOTH _ - ;a ~ Q ~ EXSINGLESrORY ~ ~ SUBDIVISION ~ iv ~ I I I WZI`'cmo ~ FRAMEBUILD/N~ ~ W I v ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARK "F-OB" HAVING AN o ~ a ~ ~ ~ ~ p 1.,,,.,"" ~ ~ N 1 Q ELEVATION GF 26.961 FEET, NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD ' 9 Q i0 Q ~ ~ ~ 29). SUBTRACT 0.86 FEET TO CONVERT TO THE NORTH AMERICAN VERTICAL DATUM E JQI I w ~ m ~ ~ ~ ~ I OF 1988 (NAND 88). I u. I 0 I I-o. W 1L ~I i a ~ ? ry ~ I BEARINGS ARE BASED ON THE WEST RIGHT-OF-WAY LINE OF BOOTH AVENUE AS € i; W J I N N I BEING N00°00'00"E ASSUMED. EX 75 ASPHALTDRlI/EWAY w _ I o ~ b ~,g o ap ~ ri m~do ~ D. o I °z I N N NO UNDERGROUND UTILITIES, UNDERGROUND ENCROACHMENTS OR UNDERGROUND o 0 I a~. a _ I I I FOUNDATIONS WERE MEASURED AS PART OF THIS SURVEY, UNLESS OTHERWISE P-~ _ 0 ~ '1p ~ I: ~ ~ ~ NOTED. I-~-1 p,.l/ ~ ~ O ° I II I ' 30 v N89 59 20 E 100.01 (C) 0 t ( ~ a THIS SURVEY PERFORMED WITHOUT BENEFIT OF A TITLE COMMITMENT. ~ O ~ 9.3' PLAT 100'(P) iv v' I fV i I ~ ~ ~ 24.0' ~ i 'S ENCROACHMENT 4" ' ' ~ N PROP 0.3' ~ ~ + ~ ~ 10. , Z I ATTENTION IS DIRECTED TO THE FACT THAT THIS SURVEY MAY HAVE BEEN REDUCED O ~ M I ~ I LOT 4 _ _ OR ENLARGED IN SIZE DUE TO REPRODUCTION. THIS SHOULD BE TAKEN INTO ~ ~ LLI M 29.1' 16.6' 30.0' I ~ S LOT 5 CONSIDERATION WHEN OBTAINING SCALED DATA. ~ WOC Q _ ~ I ° 20" wM ! I 3 S ~ ALL BEARINGS AND DISTANCES ARE FIELD MEASURED UNLESS OTHERWISE NOTED. ~ E"~ I~ ~ N n; ! o° FLOOD ZONE INFORMATION: W W N O ~ 29.5 ~ 7.3' ~ 1 ~ I BLOCK 'I COMMUNITY PANEL NUMBER; 12103C 010BH ~ p ~ I M - I ~ i 9 ~ EX TWO STORY °o ( I FLOOD ZONE: X W p"I W J~ i O ; s.1' " BLOCKGAR,4GE " 6'5~ .LOT 11 I ~ I I REVISED MAP DATE:. 05-17-05 ~ Q ~ LL N 10.0' Z v ^ I w~a~.. p ~ o ~ ~ / 1 / ~ 5 Z m 0 ~ v ' I > I W~~'ocw~ BLOCK 6 0, rp` EXSINGLESTORY ~ V v 3 E N FRAMERESIDENCE I A Q ~ a 0 E A ~ ~ I .SURVEY PREPARED BY: ~ F--j ~ Q ~ ~ 4.2 ~ I ; to =Q I KLEIN & STAUB SURVEYING, INC. N " ~I W ~ ~p ~5 ~ _ p ~ ~ D 24.0 0 t` ~ ~ r y ~ ' a 8016 OLD COUNTY ROAD, N0.54 ~ ~ 0 29.1-6 ON PROP 0.3' h i= ~ ~ NEW PORT RICHEY, FLORIDA 34653 ~ Q I ~ 1.5' ~ a ~a ~ I (727)834-8140 ~ ~ W a s.a' r` ;v ~ , V I I o ~ M 15.1' Z O E E 1 EX CONC a 2s.2' o, 9 m R1 =ra ~ V N O i 9 I • i r"• a 16.1' ro N >C ° ~ ~ E ~ 5 ~ W I ~C BLOCK 6 ~z I I ~ z ~ BLOCK6 TWINtO" • + 9.36 I 0• a " I 2 3.5' 'S I m ~ C R.J. ,BOOTH -SRI I sUBl1IVISION L' REMOVE EXISTING SINGLE STORY FRAME R.J. BOOTH 8 36 EXCONC 19 I ~ I SUBDIVISION (7 ~ I 29• 29'85 30• ~ Z €rn g36 g6 € ~ I RESISDENCE ~ 2 9 N ~ a I ~ o EX CONC rn o ~ e 0 30 ~ I°o ~ ~ 30~~ I 61 ~ ? REMOVE EXISTING TWO STORY BLOCK GARAGE. ~ 16" ~ O 3'0 rn ~ LOT 10 ° ~ ~ I ~ 46 - X46' ~ ~ Piar ~ ~ - ~ ~ ~oo,~p~ •I~' 3~ REMOVE EXISTING CONCRETE DRIVEWAY. N a LOT 13 ! „ • ~ ~ ~ / TER ~ Nss°5ros'vu 99.86'(M) 4 REMOVE EXISTING CONCRETE DRIVEWAY ~ ~ m 5 ~ ER Q• II f ~ M ~ FN&D L62230 / ~ 2 " EXCOnrc ~ E EX ' ~ r m ~4 DRlUEWAY 6'~Ml ?9 ~ . / .A LOT 12 ~p3.2 ~ s , ~ ~ I ~ ExFIRE AND RESTORE CURB. n W ~ " SITE TBM ~ HYDRANT ~ ~ o~ I 29.64 rT1 (o 0 4. I € f ~ f y DENOTES EXISTING STORM RUN OFF w ~ ~ i0 / o ti " 9 ?9 i • 29.02 2 18" ~ °266 scREE " DENOTES TREE TO BE REMOVED ~ N M I 0 9 15 ~ vE i S i GRO. _ 2 ~ Ntiy W`N..." I I ~ SURVEY ABBREVIATIONS: SURVEY LEGEND: ~ 0~0 4.6' ~~o ,V ~ TRIPLEI2 Q ~ ~~a~ 29 ? l 18 i ; jj F J 7 (C), CALCULATED ~ = OAK TREE O ® ® ~ 1 / 0 3 NORTHERLY RNV LINE s ~ i ~9 I ~ I CONC - CONCRETE = AUSTRALIAN PINE TREE Q ~ N ` ~ ' ~9 GROVE STREET • . 0 "fl 29,92 S 0 . . S SITE TBM EL = ELEVATION ~ ~ ® ~ S89°59'20"W 130.00'(C) ~ ' X28.84 ASPHALT t / EL= 30.41' EOP = EDGE OF PAVEMENT ~ = POWER POLE ~ Q J I FCM = FOUND CONCRETE MONUMENT SANlTARYMANHOLE FCIR = FOUND CAPPED IRON ROD ~ ~ X B ENTRANCE , ~ / Gl)R ' m ~ ~ I N~ " pP"~" ~ = FIRE HYDRANT p RlMEL= 30.41' EX" E I FIP = FOUND IRON PIPE NO IDENTIFICATION W INVEL=26.31' FIR = FOUND IRON ROD NO IDENTIFICATION SS = SANITARY MANHOLE E S/NVEL=26.39' } ~~WIN5" / i € FND = FOUND ~ O) N/NVE1=26.29' ID = IDENTIFICATION WM = EX WATER METER _v ~ ~ 28.49 ~ 0 G „ I INN = INVERT ~ ~ l / ~ ...M..M 8 '~R T /~E~..............." ,~0 V pERp ' ~ S J LB = LICENSED BUSINESS STOP = STOP SIGN Z ~ ~ ~ W R ~ / i X ~ ~ G NPs ~ L.F. = LINEAR FEET ~ _ ® I I (M) = MEASURED ~ E 61 psP I Z 28,23 / ....,......w / / ~ i (P) = PLAT o W ~ / ~ f PSM = PROFESSIONAL SURVEYOR AND MAPPER SCIR = SET 518" CAPPED IRON ROD LB 6928 ~ ~ ~ iFr / ~ , " / 30.42 TBM = TEMPORARY BENCHMARK ~ ~ ~ ~ '28,13 ~ I.~t~., / 30.42 4~ / ° VCP = VITRIFIED CLAY PIPE ~ 0 BLOCK 8 Q' / ~ ~ Q R.J.~B.OOT~~ / P .....N.. r., ~ i o .M / 9 / . o.. 8 ~ / / TER ~ ~ 611 /EX e / / " / ~ / I t SANITARY MANHOLE 6 , • 1 0 / vE }~29 75 RIM EL= 27.79' 'S / • S.~REE~ ~ ORIGINAL / , . ~ GRO NO PIPE EAST I ~ RECEIVED , ..2....". . ~ 0120 / ; I PLANNINGDEpARTMENT I~IIt`~~9 ~ ~ SOUTHERLY RNV LINE ' ~ ' ~ CITYOF CLEARWATER ~ ~i ~ a GROVE STREET ~ ' ' ~ I I I ~ ~ ~ I ' ' i ~ a THESE PLANS ARE AN INSTRUMENT OF SERVICE AND REMAIN THE PROPERTY OF I KRASMAN & ASSOCNTES, INC. AND SHALL BE RENRNED UPON COMPLEDON OF THE • vanlccr ®enavalrur inns urn auancurn I USE OR COPY IS PERMITTED 8Y CONTRACT ONLY. CHANGES TO THESE PLANS REGARDLESS OF HOW MINOR WITHOUT WRITTEN APPROVAL OF KRASMAN & ASSOCIATES INC. AND/OR CHANGE IN THE SCOPE, DESIGN OR INTENT FOR ANY REASON EXSITING CONDITION+ SHEET BY ANY PERSON OTHER THAN KRASMAN & ASSOCIATES, INC. SHALL AUTOMATICALLY RENOIR KRASMAN & ASSOCIATES, INC. RATED HARMLESS TO ANY LIABILITY CLAIMS, SUffS OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS THEY SHOULD BE DEMOLITION PLAN I F 3 1 READ CAREFULLY FOR ADDITIONAL CONDTRONS. I^SITETBM11-~--'SS I EL= 28.09' I N GRAPHIC SCALE ~o a s m SECTIONlTOWNSHIPIRANGE Z 15-29-15 ~ !I i0 m' w , 1 inch =10 it, ~ i Ji i al of U LEGAL DESCRIPTION: rVr`` I I ; w € w 0 LOTS 11 AND 12 OF R.J. BOOTH SUBDIVISION, ACCORDING TO THE MAP OR PLAT 3 v0 I i ~ I THEREOF AS RECORDED IN PLAT BOOK 8, PAGE 20, OF THE PUBLIC RECORDS OF i 3 Oi ji I Vi PINELLAS COUNTY, FLORIDA. W o m 3 ~I ~ i 0 i ~ i I i CONTAINING 6,001 SQUARE FEET OR 0.14 ACRES, MORE OR LESS. p 00 I I i i f e ~ e SURVEY NOTES: > W r' N THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY MADE ON THE GROUND UNDER THE ~ " I BLOCK 6 i t i ! 1 SUPERVISION OF A FLORIDA REGISTERED SURVEYOR AND MAPPER. FIELD WORK ( ~ R.J. BOOTH ~ • I WAS COMPLETED ON APRIL 10, 2006, WHICH IS THE DATE OF SURVEY. ~ m ? t~t SUBDIVISION N a ~ ~ # E N ~ °I i z ~ ~ ~~°yy i , ~ ~ wZ ! ~ 1 I vZ d' ~ I i ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMAf;K "F-O6" HAVING AN o ~ Q ro ~ ~ W o ELEVATION OF 26.961 FEET, NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD ~ ~ Q ~ Q Q ~ J ~ N N ~ a j w ~ I 29). SUBTRACT 0.86 FEET TO CONVERT TO THE NORTH AMERICAN VERTICAL DATUM m i I 'j ~ ~ w I , ~ a.., OF 1988 (NAND 88). F- 0 w j: { 0 ~ iv n BEARINGS ARE BASED ON THE WEST RIGHT-OF-WAY LINE OF BOOTH AVENUE AS EX 75 ASPHAL T DRII/EWAY ~ ~ o ; I ~ ~ a WfA ~o I I J wN I g BEING N00°00'00"E ASSUMED. 5X8 Q a ° ~ ~ ~ I m o 3j N PRIVATE z ; ~ E NO UNDERGROUND UTILITIES, UNDERGROUND ENCROACHMENTS OR UNDERGROUND • EOP UTILITY II ! (7 I FOUNDATIONS WERE MEASURED AS PART OF THIS SURVEY, UNLESS OTHERWISE ~ NOTED, ~T~ ~ ~ EASEMENT FOR ~ ~ #E ~ N y ? fV LOT B ~ _ ~ ~ o .I ab a i n 1 r I ~ THIS SURVEY PERFORMED WITHOUT BENEFIT OF A TITLE COMMITMENT. ~ O N89 59 20 E 00.01 (C) I z PLAT 100'(P) 4' 3 I 27.92' 21.58' T~ 21.58' ~ ~ € ~ U~M ATTENTION IS DIRECTED TO THE FACT THAT THIS SURVEY MAY HAVE BEEN REDUCED ~ ~ w M OR ENLARGED IN SIZE DUE TO REPRODUCTION. THIS SHOULD BE TAKEN INTO 28,92 I I I CONSIDERATION WHEN OBTAINING SCALED DATA. ~ w Q I- _ , _ _ _ _ 7' I ' I ' 21.9' ~ ' - ~ ; 15 21.9 i = ALL BEARINGS AND DISTANCES ARE FIELD MEASURED UNLESS OTHERWISE NOTED. ~ ~ ~ D N €I DRAINAGE I UTILITY EASEMENT FLOOD ZONE INFORMATION: Q ~ V) Q CO 11' I: I ~ ~ I COMMUNITY PANEL NUMBER: 12103C 0108H E-I h+i r I I I N~ FLOOD ZONE; X ~ ' ~ p ~ - _ _ ~ I ' O REVISED MAP DATE: 05-17-05 W ~ O (7 LL ~ 6 ~ a 21:.9- 21,5... ~ ~ ~ ~N I- ! D z ~ f. T- W Q ~ ~ 3 W~ a°CW~` 40~ W ~ j ~ I ~ I I II SURVEY PREPARED BY: ~ O Q ~ I I I' l W I KLEIN & STAUB SURVEYING, INC. ~ ~ ~ h- ~m ' I F ~ ~ (w I ° I rn 8016 OLD COUNTY ROAD, N0.54 ~ ~ ~ ~ NEW PORT RICHEY, FLORIDA 34653 I ~ w r, ~ ~ J O ii ~ ~ {727)834-8140 ~ ~ r Q ' M g F ° f! I B C BLOCK 6 o rn N w ~ o € f ! ~ 111 R.J. BOOTH O ~ I Q 40' w o ~ SUBDI BLOCK 6 w (7 o f VISION N NOTE: ~ R.J. BOOTH ! Q z ~ ~ ALL AREA OUTSIDE OF BUILDING ENVELOPE O ~ V E I ~ ? SUBDIVISION ~ ~ TO BE DRAINAGE AND UTILITY EASEMENT. ~ I I ° 3 i ~ I ~I - p ~ ~ ~ ~ ~ ~ ~ 66 it THERE ARE NO OTHER TREES WITHIN 20' OF THE PROPERTY N ~ =E o w 4' , " + I LINE OTHER THAN THE AUSTRALIAN PINE TREES: o 14.6' 1 4 4 4.7 o Q Z Z - L i r I f I E r~ ' ' I a~ 5 € o ~I i _ ~ 6.6; ~ 1 ' S ~ ~ E! ~ PLAT LOT AREA TABLE PLAT 100'(P) \ N 6:6 ZO 29~g , I' ~ N89°51'06"W N89°51'06"W 99.88'(M) U / i ! i 4' 4 1 ~ 4' 4' ~ ~ FNBD L62230 I ~ 4,8' 14.6 ~ SITE AREA 6,000 SF ~ m i ' ~ 22.2 6'~Ml i --------I I SITE TBM I p3.2 I--- -~r~~ LOT A 1,471 SF 00 5' - I EL „.30~:9~3r 1 ,..,,.,..~,,,M ~ v~ ~ ~ 11 ~ 6' ~ i ~ _ I ~ 15' 22.1 \ ..t .,..,w. LOT B 1,237 SF W ~ ~ I ~ ~ ...SSR~E ~ , ! ~W \ °"GRAVE X26 51 , : N'~Y g'I5 LOT C 1,353 SF ~ i` 8.91 ~ ~ 2 I U ~ a w I I ~ ~ LOT D 1,939 SF ~ ~ _ ASPHALT i SITETBM_ I E m1 ENTRANCE i B ~ `L= 30.41_~I ~a°C~ o~ ..,C BUR i _ ~ GON o ~ ~J i EX 2 I a I X j z L~L ~ E " TR ~ ~ " S ERP~ j r ~ ~ z ~ yo' I GR 6, PSpNA O 2 I ,W.......... .............w ~ i ® ~ pw ,l ~...M"q `~M`~ I I~iiE)P' 1 V~ ~ ~ ~ ~ BLOCK 6 R.,1..600'TH SUBDIVISION 0 ~P E". REET .............."...."...m.... ~RpVE ~ S~ ~ w j S,,y w ORIGINAL RECEIVED ~ ~ ~LANNIN~ DEPARTMIENT m ; CITY OF CLEARWATER ~ ~ Q ' r ~a:~ THESE PLANS ARE AN INSTRUMENT OF SERNCE AND REMAIN THE PROPERN OF Y ~ ~ KRASMAN ~ ASSOCIATES, INC, AND SHALL BE RENRNED UPON COMPLETION OF THE PROJECT. ®COPYRIGHT 2005 NOT PUBLISHED. USE OR COPY IS PERMffTED BY CONTRACT ONLY. CHANGES TO THESE PLANS umuicaa ur NUW MINUN WITHOUT WRITTEN APPROVAL OF KRASMAN & ASSOCIATES INC. AND/OR CHANGE IN THE SCOPE, DESIGN OR INTENT FOR ANY REASON BY ANY PERSON OTHER THAN KRASMAN & ASSOCIATES, INC. SHALL AUTOMATICALLY RENDER KRASMAN & ASSOCIATES, INC. RATED HARMLESS TO ANY LIABILITY CLAIMS, SUITS OR LITIGATION BY ANY INTERESTED PARTIES IN SHEET THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS THEY SHOULD BE READ-CAREFULLY FOR ADDITIONAL CONDITIONS. 4 PRELIMINARY PLAT SI'r E TBM S EL=;28.09' ~ N , ~ EXSANITARYMANHOLE ~.RIMEG=28.09' ti r EI'!VV EL= 22.29' \ _ I ~ W lar.!EL- 22.99' - : ~ \~S /NV EY= 24.99' . € ~ I 3 I ~ I a • ~ I' I I ~ \ € ~ • , I ~ I . la I .GRAPHIC SCALE ~o o s ~o SECTIONITOWNSHIPIRANGE k I : 4\ II` • 15-29-15 ~ E ~ ( IN FEET) Z • a , I^ . 1 inch =10 it, ~ ~~'Y. i I I ~ ~ • , 1- ~ I ~I1= ~ =I ~``\V ~ I I = t \ • € . _ ~ Z~,€~ • NOTES: U 1. SEE ARCHITECTURAL PLANS FOR EXACT WATER AND SEWER LOCATIONS. w 2. ALL ROOF RUN OFF TO BE DIRECTED TO SWALE AREAS. o .V •t g ~ €F~~' ~II I I x I 4~ ,~:I ~ = I 3. SEE ARCHITECTURAL PLANS FOR EXACT LOCATION OF INDIVIDUAL UNIT FIRE d ~ ~ ' ; • w rl DEPARTMENT CONNECTIONS. w o0 ~ 3 = \ I~ I I ~ ~ i ~ I 4. DRAINAGE FLOW IS TO BE AS SHOWN TO NORTH EAST CORNER OF SITE. Q ~ ~ . ~ ; ' , . t\„ CONTRACTOR TO ADJUST REAR DECKIPORCH, DRIVEWAY AND SIDEWALK AREAS AS i 4~~4. ~ II b• I I l 4.~ t~ NECESSARY TO MAINTAIN FLOW. ~ ao ~ 5, SIDEWALKS AND SIDEWALK RAMPS ADJACENT TO OR PART OF THE PROJECT SHALL j ' i ~ E; • BLOCK 6 4I I I BE DESIGNED AND CONSTRUCTED CONSISTENT WITH CITY OF CLEARWATER w ~ N ~ R.J. BOOTH ~ ~ ~ ~ _ . f13.: a \ a! CONTRACT SPECIFICATIONS AND STANDARDS INDEX #109, INCLUDING THE A.D.A. BDIVISION SU O~~v M ' ~ ! I • : ~ : ' : E W. • E (TRUNCATED DOMES PER D.O.T. INDEX#304.) ~ m J ~ • N w • t,....,.., ...:......................,.,,..,.m,,,~._...,.,.,,,..,.......,,.......,..,,,,,,,,.,.,.,,..,,,,...,..,..............,.,.,....,,,....,,..,,,...:.,.,.,,,.,,.,,.... _ , Q , 6. CITY OF CLEARWATER WILL PROVIDE WATER TAP, AND B.F.P.D. (BACK FLOW o e ~ o I £W ~ ~ ~ ~ I • im i _ PREVENTOR DEVICE) IF APPLICABLE. APPLICANT IS RESPONSIBLE FOR ALL ~ 0 w ~ ~ a ~ Y . • ~ ' W ~ ~ a ~ . =~1 ~ o NCI APPLICABLE IMPACT AND INSTALLATION FEES. ° 0 a s a s ~ m ~ I- o w. ~ o 7. PURSUANT TO SECTION 3-9110F THE COMMUNITY DEVELOPMENT CODE, ALL UTILITIES INCLUDING INDIVIDUAL DISTRIBUTION LINES SHALL BE INSTALLED EX 95`ASPHALTDRIVEWAY 44_ o N ~33 ~ N N I W~ ~ O ~ ii Z WN 7 i I UNDERGROUND. 5X8 ti.~ °z 0 o N I 8. IF THE PROPOSED PROJECT NECESSITATES INFRASTRUCTURE MODIFICATIONS TO I i PRIVATE ' z ~ _ I ¢ 2 SATISFY SITE-SPECIFIC WATER CAPACITY AND PRESSURE REQUIREMENTS ANDIOR I . I UTILITY I__......_..- WASTEWATER CAPACITY REQUIREMENTS, THE MODIFICATIONS SHALL BE EASEMENT FOR o 95 LF 8 C900 ~ = y g o: 30 N89 5920E 100,01 (C) SDR18 PVC SANITARY j~ € k a b COMPLETED BY THE APPLICANT AND AT THEIR EXPENSE. IF UNDERGROUND WATER ~ Q,,', LOT B N PLAT a 100'(P) ~ I I W o I t~i9 ~ 4' `9 2~ ~ ~ I Z MAINS AND HYDRANTS ARE TO BE INSTALLED, THE INSTALLATION SHALL BE w ~ ~ ' Co , i : '~s o s o 4 O~Jj LL I COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION IN ACCORDANCE WITH FIRE ~ O ~ DEPARTMENT REQUIREMENTS. 9. A SEPARATE RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE ~ ~ I RIGHT-OF-WAY OF ANY OF THE ADJACENT STREET(S) THAT ARE ASSIGNED TO THE O U H M CITY. CONTACT DON MELONE AT (727) 562-4798 IN ROOM #220 AT THE MUNICIPAL ~ ~ W AV _ \i~~~ t it I _ ~~~~~~z~~l~~ ~ ~ PR OGHOIJSE MANHOLE SERVICES BUILDING. ~ W Q ~ 15 ~ ~ ~ ~ ~ f ~ IS 0 BE INSTALLED ON T0~ OF A ~ DRAINAGE I UTILI EASEMENT ~ z ~s~ 10. ALL CONSTRUCTION TO BE IN ACCORDANCE IN ACCORDANCE FIN PREVENTION ~ N " 0 3 . ~z; ~ ~ € _ ~ REI FORC ~ D POURED IN PLACE _ ~ ~ CODE - 2004 EDITION, ~ I- ~ N 11. FIRE SPRINKLER SYSTEMS TO BE NFPA 13R SYSTEMS. AS TOWNHOMES EACH UNIT O ~ W N ~ ~ OR PRECAST CONCRETE SLAB. tt33 pp ~ • ` • IS REQUIRED TO HAVE AN INDIVIDUAL SYSTEM RISER AND CONTROL VALVE WITH A w ~ r AC c. c.o. AC ~ ~ \ MO TO BEIN ACCORDANC WITH LOCAL FLOW ALARM. MONITORING TO A CENTRAL STATION WILL NOT BE REQUIRED. A ~ a W J 00 . 6 ; , ~ ~ ~ ~ , , ~ , ~ ~ ; ( FD T INDEX 603 OR 605 AS W~ ~LL~ SINGLE 2 z' FDC CAN BE INSTALLED ON THE SYSTEM SIDE OF THE RISER. Q O ~ N , ~ `tae l W ~ N ~ ACKNOWLEDGE PRIOR TO D0. ~ Wa Q ~ _ ~ j ~ O W i W~-~QI-N : ~ ~ a rrs~ ! I E - `V ~ 1 .a p FI~., n~ ~ ~c~... ~ I 3 N~ ~a ~ :;r ~nFlA~E ~~1R,-r1riCi~~ @\~~ ~ ii i! E NOTE: ~ ~ ~ Q I~ ~ ...1:...11 ~m ALL AREA OUTSIDE OF BUILDING ENVELOPE ~ ~ W ~N ~ F ay~oa ~ ~ , II. AZ ~ BL CK6 ~r. • i ~ TI TO BE DRAINAGE AND UTILITY EASEMENT. O ~ J BLOCK 6 TWIN10 = " ,,.z.,.. I I ~=;-o~~ c~ ~ ~ € € -I ~o,~ER,o, ao~ ~ ~ ~ ~ m I SUB IVISION Z V R.J. BOOTH = 6 I~_ i > r, : ~ ' I + V ~ t i~ I E TI THERE ARE NO OTHER TREES WITHIN 20' OF THE PROPERTY ~I SUBDIVISION 3 ~ ! ; ~ ~ LI o, ~ ~ ~ ~ ~ \ sr r GF~Fu~,G~ --t--~`° °l ~ d ~ i f I LINE OTHER THAN THE AUSTRALIAN PINE TREES. `4 I_ ~ARACc jr_ _ .a E ~ ~ € N i ~ .j S, l+ o ~ IZ I~~a~ ~ ' i i l t I € .its ~ ~ o ~ ~ 1'* y..,. ' 30,10 ~ ~ F~icR I= ~ PLAT 10 ( ) a'(P) -J~- r~ " a~J ~ , M ~ N89 51'06"W 99.68'(M) 68'(M) CO ~~o =b:. ~ ~ ~ \ g ~ ~ I ~ FN&D 23 ~ f ~ / Ex ~ I t~ ~ ~ U N u,., ~ . \ • o. , ; ~ EXPIRE 6 0' o• \ 50 ; 'c ~ HYDRANT ~ ~ `~v ~ I " r ~~•.~f ~ ^7 SITE TBM ~ , m J \ ' TVLt ~F i \ _ i W CO ,gyp ~jp ~ i o• ~ i r ~ ~ : , a 0.28 v v PR FDC LOCATION- 18" 3 p~ ~ ' ves1RE v~.~ \ I EACH UNIT TO,WAV7=°AN~•• ~ ~ ~ ••w ! W ~ VEHICLE TRACK ~ N o • INDIVIDUAL SYSTEM RISER ' > `'1„ 5 , IPLE12 °~"y, 'y ~ AND CONTROLVALVE ~ I ~ 1Yf - Mo ~-u ` ~ „ ~ AND SITE TRIANGLE ~ M I y `GROV ~ STREET WITH A LOCAL FLOW 1 I ~ y- ~ 1 •?6 f ~ ~ S .ate v. .A: Q ALARM ( 0 j ~ ~ . ) Sir ~ S _ SITE TBM a ~ E TRIANCL~ p P EL=30.41' ~ U ~ \ / S 1v~ a\ ~ ~ ~ /B QR ~G ; ; ; SANITARYMANHOLE P i CSR • ~R` ' ~ € RIMEL=30.49` \ ~ oNc 1~E 2D _ _ 0 Q °C ~ o® S X \ ~ E 2 \ I E/NVEL 26,31' ~ \ ( S/NVEL-26.39' i NlNVEL-26.29' I ~ ~ X _ ~ ~ w aae \ / ~ ° ~ p € ® 50 ~ ` / . ~ GR tiT E • X P \ 26, PSPN ~ ~ / z~ a / ~ ~4~0 w w E Q- o ~ i4. ~ • ~ ~ ~ W Q ~ - E O , BLOCK6 ~ V~ / w ; Q' ~ / ~ ~ .~,...........~..SUBDIVISION / 4 " fF / ~ S € / • ~ w, LEGEND ~ ~ ~ ~ ~ e5 / ! I / . / / ' I I / • R PROPOSED BUILDING I?"~~` ~ ~ ATE / • ~ • PROPOSED SIDEWALK ~ ~ ~ ~ ~ / • PROPOSED BRICK PAVER DRIVEWAY ~ . r;~~ r / € : °i I / / • / a PROPERTY LINE ` / / ~ I f ;t ~ u~~\~ LOT LINE .~.,~u~ / / ( / z SETBACK LIMITS ~`~.~~i ~ ~ `~zr L E s y CLE~,~ ~ ` gin': ( ° / . \ ~ I --o--a- SILTFENCE ' ` ` ~ , ~ l~ ~ ~ / / t ; / I PROPOSED SANITARY SEWER & CLEAN OUT ~ i t I i t? r0r~~aaa ~0`~(c(~L M ~ ~1 F I PROPOSED WATERLINE ~ h ' ~ ~ ORIGINAL .L~,' ' i°~rh; ~~'4 I € ff : `~..t S ~ t[: ,3~~ RECEIVED 1 m .~;,~r ROOFLINE ~ ~ ~ j I •4~ \ i \ \ ~ 7,? I POWER POLE / ~ ~ ~a\~ ~ t. c~ , , ,~,1,,, ,,°b ' ~M ~ • = FIRE HYDRANT ~ ~~~`yy ` ~ THESE PLANS ARE AN INSTRUMENT OF I c, SERVICE AND REMAIN THE PROPERTY OF I I ss =SANITARY MANHOLE ` ~ ~ i i PLANNING DEpARTMENf ! , ' a =WATER METER x~~ ' ; c CITY OF CLEARWATER ; ' , KRASMAN k ASSOCLtTES, INC. AND SHALL BE EE RENRNED UPON COMPLETION OF THE . E PROJECT. OCOPYRIGHi 2005 NOT PDBLISHEO. \ I I I USE OR COPY IS PERMITTED BY CONTRACT ' ONLY. CHANGES TO THESE PLANS s ; ,j\ DENOTES TREE TO BE REMOVED REGARDLESS OF HOW MINOR WITHOUT WRITTEN APPROVAL OF KRASMAN &'a PROPOSED FLOW SHEET ASSOCIATES INC. AND/OR CHANGE IN THE SCOPE, DESIGN OR INTENT FOR ANY REASON BY ANY PERSON OTHER THAN KRASMAN & 1 ASSOCIATES, INC. SHALL AUTOMATICALLY RENDER KRASMAN & ASSOCIATES, INC. RATED _ HARMLESS TO ANY LIABILITY CLAIMS, SUITS OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS, ACCOMPANY THESE PLANS THEY SHOULD BE 5 READ CAREFULLY FOR ADDITIONAL CONDITIONS. SITE PLAN PROP BLDG ' e Post Position Closed Cell Solid Plostic Foam Flotation Prmclpl (6" DLO. Equiv,) (12 Lbs. Per Ft, Buoyancy _ Past (Options: 2" x 4" Or (Canted 20' Toward Flow ' 2~ Min. Dia. Wood; Steel I Optional Post Positions a` _ " 1.33 Lbs Ft, Min.) 6 Max. Filter Fabric (In ~ = P L • ~ Polypro Rope _ Conformance With ~ 600 Ib. Breakin ° / - Sec• 985 FDDT Spec,) ~ 0 18 Oz, N Ion Reinforced ( 9 15 = LI N E ~ ~ ~ , Y Strength) - ~ I I PVC Fabric (300 psi w _ ~ ~ i i I I I i i Filter Fabric Test) With Lacing Grommets ~ Galvanized Chain - u II i ~ ~ ~ / - ~ c VY II II I l e - o ~ I I t I I silt FIaW ~ 1 MIN M~~ i i I I , I I ~ _ N ~ BOTTOM TO B E SODDED = S I LTF E N C E NCE ~ ~ TYPE 1 0" _ _ ELEVATION A =5' Std. (Single Panel for Depths 5' or Less). Note: Silt Fence to be aid for under the contract Dz =5' Std. (Additional Panel Far Depths 5'p - - pp SECTION ~J' - unit price for Staked Silt Fence (LF). ' J Curtain To Reach Bottom Up To Depths Of 10 Feet. - z Two 2) Panels To Be Used For Depths Greater Than - TYPE 111 SILT FENCE 1D set Unless S ecial De th Curtains Specifically Called - - - - - - - - - - 0 For In The Plans pOr As Determined By The Engineer. - ' W ` ~ • W W ~ " G TURBIDITY BARRIER = _ _ - - ~ V• W W •Y W y W W J' W •I• V FLOATIN W i i' W W y W W W ? W W ? W FDDT INDIX 103 N.T.S. U (n . y ~:',y;+:, W ? y"ri"i: V •Y W MATCH y V. L I:'i!'':'•'~.'•:~''•~~•~''.:'liY:':':;y ryi' •Y 1• W:.:: i. i W W y •Y W W W ~ Sidewalk e i Y y W III... EXISTING i W r •e i 0' 4 •~l~~i r% en GRADE W O~ O W W W y e W y W -Curb & Gutter .r,,... - Riser W W I W y W W Curb & Gutter _ Q Glo ~ • L W W •Y l,, l , l y y y W W ..:.'V.::. F' W L W~ i• W i' W W , '13.:5;. • • W W W W L W~"r 'fi4" ~ I I ' Y i W W i i •V W W i V? W W i Dlfch ,Ditch W Y W y W W W y W W L W W. Apron ~ •Y W •Y •Y W W N i • ~ ' 2 SERVICE LECATI~NS ~~N Type !ll Silt Fence Protection _ L._- Around Ditch Bottom Inlets. ~°k . PL Do not deploy in a manner that silt fences will act as a dam m m across permanent flowing watercourses. silt fences are to be PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET n n , LI N E used of upload lotions and turhidify ~rriers are fo he used Anchor Bales Wlth 2 - 2 X 2 x 4 Stakes Per Bale. Lot 2` Lot Lot ~ 9 ~ 0 ~ ~ at permanent bodies of water. PROTECTION AROUND INLETS OR SIMILAR STRUCTURES PROP BLDG °a o~ as ~°m wm r/w line SILT FENCE APPLICATIONS ' BALED HAY OR STRAW BARRIERS FDDT INDD( 102 N.T.S. FDDT INDE% 102 N.T.S. _ ~r 3 - Water Mai EROSION CONTROL DETAILS ~ 6 - Curbi./ o~ ~g - _ 1 MIN = _ BOTTOM TO Q San, ' C M.H. ~ 3 Water Servl SILTFENCE = BE SODDED 3 S A ` _ y ~ _ (Typ,) ~ Sanitary Lateral 5 ~ (Typ,) Curk~ H rOl ~ ' / Sidewalk O U M r/w lin wm ~ F~ W M • ~ MATCH Io' H-I ~ p N EXISTING Lot ~ Lot ~ ~ N ~ ~ ~ ~ O~ Side Lot Line - GRADE (TypJ ~ a W J Oa W~O~LLn NOTES SANITARY LATERALS TO BE cITY of cLEaewnrER, FLORIDA Q WITHIN 10' OF CENTER OF LOT ON Pueuc wENG NEER NG srRATIGN ~ Z „N W p DOWNHILL SIDE OF CENTER OF LOT, RM~JP Y aliis/92 W' h'''7 ~ ~ N,T•S. glEd(Ed Br SERVICE LOCATIONS p~ ~a W ~ lil REV. DATE DESCAPTIOx APP. DE9CNm BY 3 OF 3 ~ ~ 0 L A' G.C.H. ~ Q See See Index No, 301 ~ ~~j ~ ~~/v I ~ Interlocking Concrete P er Sand Filled Joints A 3r E IC 1 x [~~Y. Concrete Sand / / ~ Q ~EASEMENT VARIES ~ C~~'+ ~ Q N~TESI ~ Bedding Coors 1, WATER MAINS TD BE f]N NORTH or EAST SIDE ~F R,D.W„ APPR~X, 4 FT, BACK OF CURB 1/2' - 1' P Polyethylene AdJustment Ring City Owned O ~ J Cleanout O ~ V UNLESS gTHERWISE AUTHORIZED BY CITY ENGINEER, 2, SERVICE C~NNECTIDNS TO BE 2 FT• FRAM SIDE LET LINE l]N EITHER SIDE ~F LET (SEE ~ ~ ~ ' SHEET ND, 3), THESE SERVICES TD BE CONSISTENT WITHIN THE SUBDIVISION, DRIVEWAYS Course • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • A rove barrel alnt seals PP ~ ~ SHALL NAT BE BUILT OVER METERS, Granular----~•.•.•.•.•.~,•,•,~,•.•.•.•.•.•.•.•.•.•.•.•••.•.••~,•,•••,•,•.•,•.:•,•.:•, are '~-Rings' and 'Rant-Necks', Concentric cone (Flat cover 36' W on shallow manholes 0' to ~ , 3, ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FAR ONE HOUR @ 150 P,S,I,) Base Two continuous rln s at all UNDER THE DIRECTION f]F THE UTILITIES DEPARTMENT, AFTER SUCCESSFUL COMPLETION,~F THE g ,Joints, 4' depth) TESTING and CHLORINATIl1N, THE PRESSURE SHALL REMAIN ~N THE SYSTEM AT ALL TIMES, ' , ~ 6' Service Lateral 4, TEN FT, SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES, Corlpacted ; 5, SADDLE IS REQUIRED FAR ALL SERVICE CONNECTIONS T~ 4' PVC MAINS, SADDLE IS Subgrade Steel reinforcement REQUIRED FOR 2' SERVICE CONNECTIONS TD 6" and LARGER PVC MAINS, LARGEST SERVICE S' l 5' min, wall thickness type II acid resistant ®RIG NAL ' / ' nil LARGEST TO ANY MAIN IS 2', I tYP CUNNECTIUN TU A 4 MAIN IS 1 1 2 a INSTALLATINN PATTERN 4 Mln, cerl 6, MINIMUM DISTANCE BETWEEN SERVICE TAPS TD BE NOT LESS THAN 36 , PICAL CROSS SECTION cement 4000 ps,l, Double-Swee , - 30'-36' Or As RECE VED CO Cleanout Tee (Pattern will vary with selected paver) TY Curb Stop 2"/ft rlln, Grout fill opening with ~ Directed By ~ min' non-shrink mortar The City ~ ~ 2~~~ N Threaded Corporation Stop MUELLER H14350 with Lock Wing and MUELLER H15008 Corn resslon Inlet or a roved e ual or approved equal p PP q City Owned Maln ~ ® I~LANNING )E~ARTMENT ~ a 0 (Tap at 45 Angle) 1, ]nterlocking poving units shall generally be Installed kT accordance with manufactures requlrements~ o CITY OF G EARWATER r m 2, PGVer Thickness 2 3/8' Resldentlal, Light Duty Traffics 3 1/8' Commercial, Heavy Duty Trnfflc Poured Concrete Saddle 3. Concrete Pavers to conform to ASTM C936-B2, 2' Joint In pipe entry HOMEOWNER OWNED _ Saddle If Required Q4, Course Granular Base shall be In accordance with manufactures requirements C4' nln~ for 2 3/8' pnvers (Typical) AND MAINTAINED n W CITY OWNED ~ L See Nate 5 ~ and 8' min, for 3 l/8' pnvers), Granular base shall be crushed concrete or other material approved by City Engineer, Water Servlee Tubin 5, Coloring or dye shall be uniform throughout each concrete paver unit, Dipped or externally colored paver units are unacceptable, Grout flow channel g 6, Pavers shall be Installed with edge restraint and confined with cemented paver units, curbs, poured concrete or other suitable method P.V.C. pipe requires manhole AND W = ~ ~ Drlseo I e 5100 or Endot/Yardle 7, Final finished surface shall be of uniform elevation or slope NOTES ~ / p p Y QB. Subgrade shall be free of clay, organics, or other materials which will allow future settlement and compacted to 98% AASHTO T-180-57. 1, Precast manhole dro Pla be a roved b Clt adapter coupling by Flo MAINTAINED F'~"I ~ e.1~ ~ Saddle shall have double X, Blue Jet, SDR 9, 3408 Polyethylene P Y PP Y Y Engineer, Shop drawing submittal required, Control, Inc„ or approved !I p water stop coupling, SE~TI~N ANY VARIANCE MUST HAVE ~ v! I stainless steel stra s ~ ~ 2, Dro re ulred when 2' or over, P P q WRITTEN APPROVAL OF THE CITY ~ ENGINEER, ' with epoxy coated 3, Manholes shall have an exterior coating of at l ductile Iron body, CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA 15 mll5 dr thickness PROCI] EP214-351 F"'I r Q ~ CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA 1 I~ Water Mai PUBLIC WORKS ADMINISTRATION PUBLIC WENGINEERINGISTRATION E oxl-Mastic or Ko ers bltumastlc black solutlo ENGINEERING P pp ENGINEERING DEPARTMENT Pueuc woRKS aDMINISrRATION v BVOY ovis/9e nWRANNBY JDLY/95 300M, Interior shall be AGRU SUREGRIP HOPE or REpRAVx Br PRECAST ~^TE ENGINEERING _ ~ Novo g/g~ - R DKnBY EASEMENT AREA 10%17/02 ~ ~ d tBre2/9A REV. VATER SERVICE CHEOan BY WATER MAIN SERVICE Hpq Na BY INTERLOCKING CONCRETE INDIX Nn PP-R Liner with a minimum thickness Of 2 mm, f a/s~ Chanpee per ma,, u TUBING TYPE acN CONNECTION DETAIL 401 ~ 5/Ol EVISED NOTE GCH BLOCK PAVERS 119 0 PLY. DATE DESCRIPTION App, DE94Nm BY 1 DF 3 AEV. DAZE DESCRIP11aN App, DESam aY L DF 1 REV. DATE DESCR1PTmV fi/01 Chenpee per PWu 0.SF• DIEa(ED 8Y SANITARY MANHOLE oaccz xa cxECxED BY LATERAL DETAIL INDOC NQ O ~ ~ ~ w.JS. DETAIL 302 Q a!w Rarleed Pr DlBltxe DATE DESCRD'TmV ppp, ESD3IED BY DE9CNED BY tc.~, OUTSIDE DRDP 2 DP 3 REV' DA1E DESaaPnax ~P. R.S.F. 2 aP 3 O ~ FDDT Type S-3 Asph, Conc• patch 'v d`e eY~`'~ to be 2' min, thickness or match a° ~''t 3' Tronaltlon NOTE Wings only If If this point n~ 1c~oo side slo es Re airs. Remove Curb If Existing X exlsting for thickness in excess Is within 4' Qo° ryl,'yeag ~~s Exist Conc Drive 0 of an l TYPICAL FIRE HYDRANT SETTING ~ ~ 4' Mln, exlsting ~~P Back of Curb Max Slope_ 1~~f„ 1„ t~.Max Slope CLEANOUT PLUG n,t,s, p~ Patch Resurface full Monolithic Slab Joint, then A A Non-slip surface require- 1 CHARLOTTE Plpe And Foundry Comps See NOTE For ' / width of street on manta ass Note e, Part No, 106 Dr Equal gee NOTE For Traffic Hearing Cover, Fire Hydrant Assembly ~ ONLY APPROVED F• In T+B' (B' Min, Replace Has Ion Itudlnal 3,000 psi the Joint, t4„ :`~,,'a',.~~;;;.`~ ~,.',~;;3,;;;;• 4„ Compacted ns n a ons Fiber Mesh 1/2" Exp• Joint (Typ') Kennedy Guardian No, K-810 ~ O oncre e v 1/2" Exp. Joint 6" ~ , w p Muller Centurion No, A-423 ~ ~ • ' ; ~ • 'T••' ~ TYPICAL DRIVEWAY CROSS SECTION • a ~ Pro art R,O.W. Line Distance Varies U,S, Pipe Metropolitan ~ O W 00 ~ 18' Min, ~ • T: ~ ' ' / o Conc. Sidewalk ~ FEMALE ADF FEMALE ADAPTER 24' Max, r ~ ~ Concrete Pad B Existin Concrete B B Thlek x 1'-6' S CHARLOTTE ~ CHARLOTTE Pipe And Foundry Company Valve Box Valve Box TT~~ L+ ~ ~ Replacement g ~ PLAN VIEW q Part No, 10 base material Undisturbed Exist Part No, 101 Or Equal f f V1 ® ~ shall be ~ Base o~ approved by W W w ~ R ~ ~ ~ the En Ineer 12' Trench 12' 18' Trench 18' per Ity Article 6' Width 6' Min, Width Min, ~ ~ 0 4' Min Resldentlal Street 1' Cit R W ~ O) B2 Remove Bock of Curb on State ar Vertical Curbs with a vertical Saw cut a 5' Min Arterial Street 2' County R Varies Varies or Remove entire Curb and Replace as Part of Sidewalk Ramp. i~Tivt-° s` ~ 0 Undisturbed Trench ~ ndisturbed Trench Side Compacted Ce Compacted Modified and Valley Gutter Curbs 1/4" per Foot 0 f ~ Bnckflll Backfill join exist back of curb :•':;q~.;•,•..::a~:.•:•~.''";':'":•' TWA-4r'AY CLEAN~UT ~ Tapping Sleeve & Valve - - " 12" Textured Surface 3000 si conc 4" thick. Constr. 6" CHARLOTTE Pipe And Foundry Comps T-Thickness T-6' until W ~ o-Max Slope Back of Curb P Mech. Joint Valve N By City, Fee by of original exceeds 6', then r,'-i thick at driveways with 6x6 #10 Part Plo, 448 Or Equal Base ~ T_Be welded wire mesh. See note 7. Owner or Contractor p~~~~ Remove to an ~1/2" Expansion Joint even joint or sawcut ASPHALT STREET AND CONCRETE REPLACEMENT SECTION A-A SECTION B-B wer Lateral . DRIVEWAY REPLACEMENT REQUIRED FOR UTILITY Nohs: CONSTRUCTION 1. ProMde toiled joints at distances matching the width. Also 8. Ramps shall have a iact0e surface, taalured to a depth not C L REQUIRED FAR UTILITY place ezpanslan Joints at driveways exceeding I/e' by use of tamp or roller In contormance with CLEAN~UT DETAIL CONSTRUCTION 2 If same physical obstruction exists which prevents the placing raqulramente of FDDT Roadway and Traffic Daslgn Siandarde, ~ of sidewalks as shown, contact the Engineering Division for Datoll 304 a moat recant modiRcatlons. N,T,• altemote location. N.T.S. Connecting Piece w/Integrally Restraining Joint (TypJ Exist, Water Main cast Mech, Joint Gland on 1 l l ?1 ~ r l f • ~ 3. Wooden and other spacers will not be pamnitted In eldewalka or ddvaways. one End-D,h Rotatable Mech CITY OF CLEARWATER, FLORIDA ~ ~,~i 4. No coatings of any kind will be pertnllted on concrete CITY OF CLEARWATER, FLORIDA sidewalks or driveways wlihout specinc approval of the City CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION Engineer, n 4/B/V! Aev. Nola R.a PUBLIC WORKS ADMINISTRATION CITY OF CLEARWATER, FLORIDA Joint Gland on Other End, 1 , ENGINEERING 5. All conaete shall be 30°0 psi min. ®28 days, with fiber ENGINEERING NOTEI Cleanout Plu Cover To Be R RAWN BY STREET AND DRIVEWAY GATE mesh reinfarcing. AmA WN BY DATE 9 ENGINEERING DEPARTMENT Pueuc wericN ERNCSTRArION ~ r ; . s~~ REEauvx Dr STANDARD DATE NOTESi REDRAXN BY TYPICAL HYDRANT °A~ ~ Q ~V I ~ ~ , ~ovo 7/92 6. Concrete surface to be light broom finish, P t/ss awed note U•~'a TYPICAL SIDEWALK t 93 - U,S, Foundry 7623 Or E Ual, t 4p/2002 Rex Nol ~ GLG CXEIXm BY REPLACEMENT FOR DTOEx No. 7, Concrete driveway conatructlon shall ba 6" thick w 6N6/t OxtO t tt/va mommas curs cut ,IwA prECRm 0Y CONSTRUCTION AND INDIX N0. q 0 3/04 Aevlsed Per UtAlee Ramow sheei 2 or z a~D, CONCRETE & ASPHALTIC 104 welded wire mesh reintarcement. T•C•J• RAMP DETAIL tag B.V.D. 05/19/93 t~, cxEC~D ar CLEAN OUT 1~x/~s L AU Flre Hydrants to have 5 1/4' Valve Seat, CHECID:DBr SETTING ~R xa ~ (1; ; aia Aevlsed Per Udlldes RSF, 1 9/04 Revised Note GL,B' APPING SLEEVE & VALV 4'52 ' ~ ~ - REV. DATE DESaaPnoN APP. oE~Mm, tTr CONCRETE SURFACES 1OFI REV DATE DESCIUPipN App, DESlcxm eY racv HATE DESCRIPT]Qt C.M.H. 1 OF 3 W,J•S, (Sanitary) 304 , . t~ ~ ' APPADVEB Br 2, See Index # 407 for Jack & Bore Details, oESCxm BY ~ ~ REV. DATE DESCAPTIDN APP. 4 GF 4 I ~ DATE DESCAD'T]Dx APP. T.C.J. 1 ff 2 BY CITY r O~, I 1 ~ ~ ~i~ - THESE PLANS ARE AN INSTRUMENT OF SERVICE AND REMAIN THE PROPERLY OF KRASMAN k ASSOCIATES, INC• AND SHALL BE RENRNED UPON COMPLETION OF THE •t1 ~ oan.IrnT ~rnovalrur annc unT ouoncucn USE OR COPY IS PERMBTEDyBY CONTRACT ONLY. CHANGES TO THESE PLANS REGARDLESS OF HOW MINOR WITHOUT WRITTEN APPROVAL OF KRASMAN & ASSOCIATES INC. AND/OR CHANGE IN THE SCOPE, DESIGN OR INTENT FOR ANY REASON SHEET BY ANY PERSON OTHER THAN KRASMAN & ASSOCIATES, INC. SHALL AUTOMATICALLY RENDER KRASMAN & ASSOCIATES, INC. RATED HARMLESS TO ANY LIABILITY CLAIMS, SUITS OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS THEY SHOULD BE 6 READ CAREFULLY FOR ADDITIONAL CONDITIONS. DETAILS GENERAL LANDSCAPE NOTES J U a I . All plant materlals shall be Florida # I or better and installed to highest nursery standards. Plants shall be 2 0 healthy, free of pest and disease. U 2. All plants shall be container grown except as noted on plan. 3. All palms and trees shall have straight trunks with no twists, knotting or other defective characteristics. 4. Mulch shall be 100% Pme Bark, installed to a minimum thickness of 2°. 5. Sod shall be 95% weed free 5t. Augustine "Floratam", Installed with tlght~oints. a ~ ~ 6. All dimensions shall be field checked by the Landscape Contractor prior to construction with any I~ ~ a W ~ fl ~ e discrepancies reported to the Landscape Archltect. 7. All materlals shall be as specified on the plans. If materlals, labor or mstallatlon techniques do not adhere ° 2 ro ~ ~ ~ ~ v, to the specifications, they wdl be rejected by the Landscape Archltect with specified materlals and mstallatlon ~ ° ° IG o ~r C7 . r• F ~ carded out by the Landscape Contractor at no additional cost. EX ~5'ASPHALTDRII/EWAY o ~ ~ v 8. No substitutions of materlals or changes to the draunngs or specifications shall be made. ~ ~ ~ 9. All requlred permits are to be provided by the Installing contractor unless specifically stated otherwise In 5 0 ~ N the specifications. PRIVATE ~ Z L h r- 10. Contractor Identification signs shall not be allowed on the project. „ I~ASEMBNT FOR 95 LF 8 C9O1I y I I I . Contractor shall be responsible for all Items as shown or described on this plan and specifications. LOT 8 SQR18 PVQ SANITARY c~ ~ 12. All proposed landscape and sod areas containing turf or weeds shall be treated with °Round-up" per ' - manufacturer°s specl~catlons. ' 0 LL 13. Landscape Contractor shall provide all necessary Slte preparation requlred to ready the site for planting as specified. c 14. The landscape Contractor shall warranty and guarantee all materlals and labor for a penod of 90 days for _ WM shrubs and groundcover, palms and trees. Warranty and guarantee penod shall begin upon date of completion. ~ ' 9 - AI~ , 15. All repairs andlor replacements shall be made by the Landscape Contractor within I 0 working days upon MO PR I~OGHO SE I'~ANHOLE notification of arty deficiencies by the owner or them representative. f, ~ ~ D a t: U I ILIT BASE E ~ IS 0 EBB IN TRLLED ON TO OF A 16. All uestlons re ardln the Landsca a Plans and 5 eclflcatlons shall be directed to the Landsca e ~ ~ ' " ` „ • ~ REI FORD EJ POLIRBQ IN F CIS SOD , PLANTED AS UNDERSTORY TREES - Archltect at (7277 787-2840. ~ !h .r C-'~ ~ - ~ ~ c~ . " - _ ~ OR PRIECA T OC?NORTE S t3. EX. CANOPY DOES NOT IMPACT r G ~ , CHID TJ BE I6N AOOORI)ANC tITH i~; : . ~ ~r` ~ ESE TREES ~ ~ ' Th „ . FL7 TINIDB 6O30RfiO5As 5 I O AP LICA6L . FERTILIZATION ~ ~ ~u ~ ~ ~ ~ ~;.ci d ~ STA a . hIB Shrubs and Trees 5,> 0 All trees and shrubs shall be fertlhzed with "Agrlform" 20- 15-5 planting tablets at time of planting and prior to mstallatlon of plant pit backfdL Tablets shall be placed uniformly around the root ball at a depth that Is between r~'~1+~;'~?-, ; • H _J the middle and bottom of the root ball. GARAGE ~ I I O I GARAGE ~ ,t . ~ I r Ap~hcatlon Rate: POM GJ I Gallon Container: i - 21 gram tablet ARO Q TWIN 1 YER FOYER S 3 Gallon Contalner: 2 - 2 I gram tablets I2 5 Gallon Container: 3 - 21 gram tablets v - , MG 7 Gallon Contalner: 4 - 2 I gram tablets 6 MI . _ GARAG 2 ~1RA E Trees: 3 tablets per each 112" capper of trunk ' I a. • IX 8 LMG ~ ~ ~ ° ARO y.:~ • . h• Groundcover Areas LMG ~ti~;~ All groundcover areas shall receive fertilization with "Ozmocote" time release fertlhzer per manufacturer's FO R FO R I PLAT 1t al.~T ~cu,(I~) specifications. „ ' „ 6 - • ~ ~ h89`51'GEi~~dV ~~1~~I~~vv ~~.ea~~r~~ A~0 ° ~ TE IX c a° ° fe~0 LBO . a° ~ 2 • ' ' • " • - EXPIRE 2 • ' • . ; " . ry, ` • a d • . SITE T f'.~ ? EXPIRE I HYDRANT 213 Tree dnphne ° 'y C o • • - d Q. ° • • 4 . .Q~ 6 o • °a ~ LAM Existing tree to remain ' SIGHT T~''.i=LE1~. ~ 118" ~ :a • VISIBILI • ~ ~ a ~ TRIANG S • • /~''~/p R0 3TR~ET V ,I I' C • . I 1, I Tl~il $ 51TETBhA . ° ° • 9.~ - . t~,~~~ ALLStiR BS EL=3D.4t' • ° ~ p x4 pt rails a A O TO B SAN/TARYMANHOLE . a• I\ UR9 1~ 48° Height 2x4 pt post r--- ~ C ~ M R/MEL=30.41' 2 ~ NDER 3 h . E/NVEL 26.31 24° Depth istmg grade k,. " S/NVEL=26.31' WIN5 I O N/NVEL=26.21' • r~ LAM TREE PROTECTION DETAIL 12 SiGI1T 3 ~ MI VISIBILITY LAM TRIANGLES G it ~ ~o LAM STOP ALL SHRUBS o• . a+ T IO JO Set tree plumb, ' • ~ • - AINTAINED LAM with top of ~ . _ rootballl 1/2" o I;' UNDER 30 I1T. above finish _ grade ~ . •o Rubberhos ~ #I2 gauge wire _ 1ER 2° Mulch 12' Length red 6" WA EX 3" Tree wel plastic flag ' Finish grad tape 2x4 pt sta ct' Existing natwe Root ball •"''s"'~'`' sod Natwe sod = a= backfill TREE PLANTING DETAIL ~ . o ~ • Set shrub • plumb, vnth tap 2" Mulch • n o of rootball I ° f u ~ above fnsh (®i Firnsh Grade •grade 0 an a erla S c e u e DENOTES TREE TO BE REMOVED Quantity Code botanical Name Common Name 5 eclfication C acln Root ball -Existing natwe p p 9 Native sod sod backhll 4 ARO S a rus romanzofflana I ' ABBREVIATIONS: LEGEND: Y 9 Queen Pam 18 ht., I 0 c.t. min as shown 3 GJ Gardenia spp. Miami Supreme Garderna 3 gal., 24" ht. x 24" spr. 30" o.c. SHRUB PLANTING DETAIL _ = OAK TREE 35 LAM Lanttna camera Yellow Lantana 30" o.c. (c) CALCULATED 3 gal., 12 ht. x l 2 spr. CONC CONCRETE = AUSTRALIAN PINE TREE I I O POM Podocar us s Podocar us 3 al., 24" ht, x 24" s r. 30" O.C. EL ELEVATION p pp P g p COPLEY DESIGN ASSOCIATES, INC. EOP EDGE OF PAVEMENT = POWER POLE I 0 hlb hIb15CU5 S hIb15CU5 3 al. 24" ht. x 24" s r. 30" O.C. FCM - FDUND CONCRETE MONUMENT pp 9 ~ p ®RIGINAL L A N D S C A P E FCIR FOUND CAPPED IRON ROD = FlRE HYDRANT 2 IC Ilex cassine Dahoon holly 12' ht, x 5' s r., 2.5 dbh as shown RECEIVED ARCHITECT S FIP FOUND IRON PIPE NO IDENTIFICATION p FlR FOUND IRON ROD NO IDENTIFlCATION SS = SANITARY MANHOLE 12 IX Ixora spp. Nora Grant Ixora 3 gal., 24" ht. x 24" spr. 30" O.C. FND - FOUND f~ a 1666 Laney Drive Zo~~ Palm Harbor, Florida 34683 ID = IDENTIFlCATION WM = WATER METER 36 LMG Llrio a Muscarl Giant Llrlo e I al., 12" ht. x ! 2" s r. 18" O.C. INU = INVERT p p g p ~LANNINC DEPARTMENT N Phone 727 787-2840 LB = LICENSED BUSINESS STOP = STOP SIGN 9 MC M rica cerlfera Wax M rtle 10' ht. x 6' S r, multi stem as shown CITY 4F CLEARWATER Fax 727 785-4017 = D Y Y p~ LF. LINEAR FEET M = MEASURED 24 MI Moraea Iridloldes African Iris I al., 12" ht. x 12" s r. f 8" o.c, P = PLAT g p ~ Landscape Architecture PSM = PROFESSIONAL SURVEYOR AND MAPPER Site Planning SCIR = SET 5/8" CAPPED IRON ROD LB 6928 ' C!nnfrart Adminicfrafinn TBM = TEMPORARY BENCHMARK VCP = VITRIFIED CLAY PIPE 0 10' 20' 40' JOB NO. 26044 SHEET 5ca l e I " = 10'-0" L- I F GENERAL IRRIGATION NOTES J a I . Install a new automatic Irrigation System to provide 100% coverage of all landscape areas. ~ ° 2 0 2 Shrub risers shall only be used m hedges or mass plantings. Risers Shall not extend more than 2"above the U L installed height of the plant. All risers shall be schedule 40 pipe, painted black. In no case shall Shrub risers be Installed adjacent to walkways, driveways or other areas where they may be damaged. 3. All heads Installed In planting areas along walks, drives and parking lots shall be 12" pop-up faced spray heads. All heads shall be Installed with the top of the spray body flush with finish grade. Ail groundcover areas 57i shall be Irrigated with 12" pop-up fixed spray heads and extensions as required. Q W U ~ cti e~, ~ Q 4. All sodded areas shall be Irrigated with 4" pop-up spray heads orpop-up gear driven heads unless ~ ~ ~ otherwise specified. o ~ ~ „ w ~ ~ ~ ~ 5. Pipe, valves and other Irrlgatlon equipment may be shown m drives, walks or buildings for clarity only. Install a ~ ~ ° u. p ~ I~C • all valves and other equipment in landscape beds for best accessibility and concealment. ~ I`' " ~ ~ IF EX 95`ASPHALTDRIVEWAY ~ ~ 6. Valves shall be Installed In a manifold within a valve box of sufficient size to ser+nce all valves within the box. ~ ~ ~ ~ ~ ~ ~ Valve box Shall be free from any debris which may cover valves. Provide a 3" depth gravel sump at the bottom of c" the valve pit. 5"(a8' ~ N 7. All Irrlgatlon equipment and installation techniques shall meet federal, state and local codes, regulations and PRIVATE Z ordinances. UTILITY ASEIt~9EN FOR 9a LF 8" 0900 y ~ ii 8. All gear driven heads and all heads along walks, curbs, drives and parking areas shall be Installed on flexible 30" , SDR18 PVC SANITARY ~ LOT I~ polyethylene swing ~omts. z 9. Gear driven heads and faced spray heads shall be installed on separate zoneswhere possible. Precipitation 4 0 T LL IQ rates and head type should be compatible within each zone. 10. Gear driven heads shall not be Installed In shrub areas or be Installed on risers where possible. ~ _ 15O - I I . Controller shall be mounted a5 shown on tan ' P ~ ; I H 0 WM 15O 55ST 155ST 1555fi~ 1555T 15SST AC ~ 12. All sleeves shall be schedule 40 pipe installed a minimum of 14" below grade. Sleeves shall be used only PR Dt7GHQ SE MANHOLE to install lateral Irrlgatlon Imes through. Sleeves shall not be used as a method to convey water through the ~ t1 D S C,~ ~ i . I IS 0 BE I~ TALLEEJ O~J TGt OF A 17RAIhJRGE J UTILI EASEI~IENT system. ~ Q ~ ~,h ' ' ~ r` , A 0 r g" 15H 15H 15Q ~ REI 1=0RC I~ POLIRECI IN P CE . 0 0 aR ECA c0 C 13. Adjust all heads to pro+nde maximum coverage and efficiency and minimize overthrow. Irrlgatlon heads shall ~'u,. c~ n 15Q Q . PR T N RTE S e. I O ~ ~ ~ 15O I ~ 15Q ~ . - ~ ~ AC ~ AC ( ~ ~ IUIO T+J BE IN ACCORDAfVC KITH not spray over walks, drives or any other non-irrigated areas. I ~ s ED TIVNDE.6030' R 605 AS 14. Equipment shall be manufactured by,'Toro°, "Ramblyd" or "hunter" or as otherwise stated on the plans. y~ g ~ ; ; 5" 15s5r AP LICABL . 15. Contractor shall field verify water source to deliver the proper pressure, pounds per square Inch (P51) and ~ ~ ~ L ~ w ~ water flow, gallons per minute (GPM) as required by the Irrlgatlon system. Notify the Landscape Architect if there d ~ ~ STA~ ` I5 any discrepancy. ~ . , Oi , w 16. All permits required for Installation shall be provided by the contractor. u~ 5" I 17. Refer to the Landscape Plans when locating all Irrlgatlon equipment. Allow ample room near Irrigation ~•!i,,~~~„~, equipment for the proper Installation of trees, shrubs and other work shown on drawings to be installed. 15SST 5 T 18. All wires shall be installed In wire sleeves. GARAGE ~ GARAGE ~ 19. Contractor shall be responsible for all Items on the plan and Irrlgatlon specification. „ T 20. Contractor shall instruct the owner on the. full operation and maintenance of the Irrigation system. ~ ~ 2 I . Contractor shall be responsible for all final repairs or adjustments to provide proper coverage to all , TWIN 10' „ FOYER FOYER 1555 I landscape areas. 6 15SST 22. All questions regarding Irrigation specifications shall be directed to the Landscape Architect at (727) 787-2840. ~i~_._ ~ GARAGE GARAGE I S a . T 155 T I 0 FOYER FOYER PLAT 1( 'LAT 100'f f~~ h• a~ T 2" 15 T • a d e a._ a `Pe8'D LB~~ oa EX EXPIRE > EXPIRE HYDR4NT r: .a I H1vRfwr PIPE SIZING CHART finish Grade • , o •a a .a a n 0-5 GPM 112° PVC PIPE Concrete dorwt ~ Pop-up toed spray head ~ COORDINATE CONTROLLER, WEIl AND . at each head 6- I 0 GPM 3/4° PVC PIPE Pdy ell Poly ell RAIN SENSOR LOCATION WITH OWNER • ° ~ • ~ a ' 18 15 0 • a e ` ~.s~ Q'V~S~~ • ° a • ~ . a• . 'Fl~' tt'~~'' S1GI1T I I - 15 GPM I ° PVC PIPE 18° poy flex pipe „ ,RiPLE1;L. ~ • ~ VI5IBILI 16-25 GPM 1114" PVC PIPE X18 :4 ~ .a ~ - . a. TRIANG S R0 TR~~T 26- 35 GPM I I/2" PVC Pil'E 1 ' . (Tl'P. ° • a • 51TE T6fV1 36-50 GPM 2° PVC PIPE ° • • : ~ ~ ALL Still B5 SI TRI S _ . ° •a. ~ EL-30.41 . , 50+ GPM 2 1I2' PVC PIPE lm~ TO B SAN/TARYMANHOLE . • R9 ~ ~ PVC lateral line pipe PVC Fitting • p'+~~ y, a M R/ME1=30.41' X2 NDER 3 N . EINVEL-16.39 » E SlNVEL=16.31' WIN5 IRRIGATION SPRAY HEAD DETAIL N/NVEL=26.21' IRRIGATION LEGEND Symbol Speafication SIGHT ~ 5F-B Toro 5' Radus Pull Circle Bubbler VISIBILITY ~ 5H-B Toro 5' Radius Half Grcle Bubbler TRIANGLES ~ 54-8 Toro 5' Radus Quarter Grcle Bubbler ~ ~ ~ 5CST-B Toro 5' f~adius Center Stop Bubbler Finish Grade Q' ~ STOP ~ ALL SHRUBS I OP Toro 10' Radus Full Grcle Sprayhead ~ " 0+ T ~0 I OTQ Toro t d Radius Three Quarter Circle Sprayhead Pop-up grar dnven 't he'd ~ Q' AINTAINED f OH Toro f d Radius Half Cmcle Sprayhead was' head UNDER 30" fiT, I OQ Toro 10' Radius Quarter Grole Sprayhead Poy ell , 015F Toro f 5' Radius Fuli Circle Sprayhead I8' poyttex Ppe T 15TQ Toro 15' Radius Three Quarter Grcle Sprayhead 15H Toro 15' Radus Half Grcle Sprayhead ~1ng Poly ell (P'~ pTER O 15Q Toro 15' Radus Quarter Grote 5prayhead ~,f 6W EX Q 15EST Toro End Strap Sprayhead PVC lateral Ime pipe Q I SSST Toro Slde Strip Sprayhead Q15CST rerocenterstnpsprayhead IRRIGATION GEAR DRIVEN HEAD DETAIL O I-25F Hunter Full Clrcie Gear Drven Head & GPM O I-25ADJ Hunter Adjustable Radus Gear Driven Head 3 GPM ®I-25 Hunter Adj./Full Radius Gear Driven Head - Ntemate H Gate Valve ; e rfimsh Grade Water Source-4°deepwell, IH.P. "eon"nnnnunneinnmunmeni O submersable pain and blow-off valve. Netaflm Underground Dnp Irngat~on ® Emitter flow = .9 GPN 12' mimmum de~ Install sleeves under all paved areas Emitter spacing = 12" lateral zone hoes w~ Techhne spacing = 16" 18' minimum depth Ir6tall sleeves under all paved areas Burial depth = 4° ~ Mainline PP~n9 (schedule AO PVC) Application Rate = I . I I °Ihour Remote control vaHe vnres to be installed under mainline ® Beare to mainline at 8' intervals with waterproof DENOTES TREE TO BE REMOVED Toro Solid State Dual Program Controller tape wrapped 4 trines around P~ at each locatwn with rain sensor Class I &0 P.V.C. lateral one (max. flow 5 feeysec.) ABBREVIATIONS: LEGEND: MalnLlne-5ch.40 f.5°PVCpipe IRRIGATION PIPE DEPTfi DETAIL (max flow 5 feet/sec.) = OAK TREE (C) = CALCULATED CONC = CONCRETE = AUSTRALIAN PINE TREE EL = ELEVATION NOTE: IRRIGATION CONTRACTOR SHALL INSTALL NETAFIM cort.~rnESIGNassocr~.~s,>NC. EOP = EDGE OF PAVEMENT = POWER POLE FCM = FOUND CONCRETE MONUMENT UNDERGROUND DRIP AT THE BASE OP EACH INSTALLED L A N D S C A P E FCIR = FOUND CAPPED IRON ROD = FlRE HYDRANT ' TREE. PROVIDE A MINIMUM OF 6 EMITTERS PER TREE. ®RIGINAL ARCHITECT S INSTALLTREE IRRIGATION ON SEPARATE IRRIGATfON ZONE RECEIVED FlP = FOUND IRON PIPE NO IDENTIFICATION FIR = FOUND IRON ROD NO IDENTIFlCA110N SS = SANITARY MANHOLE AT CONTROLLER. SEE SHEET L- I FOR TREE LOCATIONS. 1666 Laney Drive FND = FOUND ID = IDENTIFCATON WM = WATER METER ~~'Q ~ ~ 20~~ N Palm Harbor, Florida 34683 Phone 727 787-2840 INV = INVERT LB = LICENSED BUSINESS STOP = STOP SIGN AL~NNING DEPARTMENT Fax 727 7851017 L.F. = LINEAR FEET CITY C!: CLEARWATER E M = MEASURED P = PLAT Landscape Architecture PSM = PROFESSIONAL SURVEYOR AND MAPPER Site Planning SCIR = SET 5/A° CAPPED IRON ROO Ill A97A Contract Administration TBM = TEMPORARY BENCHMARK VCP = VITRIFIED CLAY PIPE 0 10' 20' 40' JOB NO.26044 SHEET Scale I " = 10'_0° I`` /71 ~ I ` ~ a m m a I I ~ I / I j IOTCHEN 5° 5° I I I ~ PANRiY I I ~ PANiRY ma, I I ~ B®ROOMA3 /1!EDROOMg3 I F~ I? BEDAOOMP2 BEOftOOM#2 I I B" r° Bo 6" I rzenrN dnad>» I c m - m a I I I ~ z° I ? / \ I I ~ ~ / I " "S K1fONEN NROREN DINING OWING I ~ I ~ ~ / I I I ~ a ~ I I ~ PANRtY ? ? PANTRY o I I o I ? ~ ~ I ` ~ / I I BEDROOM p3 IEDROOM p3 BEDROOMAi ~ ~ I ` AEIXi00M~ BEDAOOMY't a ~ ` I ~ " ~ ? I 5° ~_flr/~/~p ` I ~ 5° 5° 5° / ~ ` ~ I ~nDAm daRam k...l ~ ~ ~ i` " "z ~ 'i z I ? onaNc OWING i ? O I I ? ~ / ` ~ ~ M45BER BEDROOM ~ ~ ry ~ MASIEA BEDA~1 I ' 1 I LIVING ROOM LMNG ROOM I _ I / ~,i/~ " ` ` I vs, s1/ JI / ~ I / I I I r` / \ I I i ~ \ I I S i aaLCONr eacoNr I I ~ I K{ ~ ~I ~ ? ` j / ~ M45fFA~RODM ~ / / ~ ` ~ \ \ I I ~ LMNG AOOM I MASiERBEDR00M / I I MABiERBEDR00M// / ~ .r / ~ 1..- LMNG ROOM I I I IC- I I ~ / / ~ I~ ~ I I ~ I ~ I j ~ / I / I IG~ ~ I • I i EALwNY eALCaNr I I I ~ ~ I I~ ~I I ~'I k// k---------------------{ / . ~y - EVEL FLOOR PLAN - SI FLOOR PLAN FIRST L OR PLAN -SECOND LEVEL NORTH BASIS: ASSUMED SCALE 110" =1'•00" NORTH BASIS: ASSUMED i BASIS: ASSUMED SCALE 118" =1'-00" ( 1 I \ I \ ~ I \ I \ 1 ~ / 1 ~ ~ ~ ~ r ~ r ~ ~ I , I I , I ~ F---------------=------------------------------------------- ~ / / I / I ` //i / ` / I I / I / ~ / I I % I ` / I F` caRaGE i --------------------------------------------------1 I I //7~ ~ I i I I I ~ ``K--- Attic / I I i I FOYER C" "d FOYER I I i E/-(/// G4AAGE GARAGE I ~ ~ ~ I ~ ~ ~ I I k-'~ ` I / ~ m o1 I I / ~ - -------------y I d I 1 Ad I Attic ---.f/ ````,y I FOYEA FOYER I ? ? V, _ _ ~ a~ 1l I i, i ~ I ' / / ? ~ ? ~ ~a ~u / I / ~ I / - / I//% / k~ / I % i ~~I //i 1--------------------------~/~ 1---~ I i I / ; ~ ~ I / i0 k---------r/ /i ~ 0 0 I I /j I / I/ I,/ , o I k---------------------r 1--~ ~y ORIGINAL RECEIVED A~ANNING ~EPARTi~ . , CITY OF CIEARWAIL h FL OR PLAN - A FLOOR PLAN -GRADE LEVEL 0 )OR PLAN -ATTIC LEVEL a NORTH BASIS: ASSUMED SCALE 110" =1'-00" NORTH BASIS: ASSUMED 'H BASIS: ASSUMED SCALE 118" =1'•00" Janua 30 2007 ry A R C H I T E C TS Booth Ave. Townhomes ' • ,4~ L F~ t ~ ~ .p d ~ L. T h 1 ELEV. +42'-02'A.G ~e ELEV. +42'-02"A.G 's Media ' ~ sy .h' r ELEV. +q2'-02'A.G ' Medle''4-'e Roef Line E v ' " "s• ~ ~ Metlian Roal Llna p ~ + 3 A,. =i. f ~V i. k, ng ELEV.(~+36'-00'A•F.F C°" ELEVELEV. +OB'-00'A.F,F-00'A.F,F r ,j I '2' r i A~' tlCLEVEL r + a ' ELEV. +3(a0 6'-00'A,F,F w ~a ,r,. r~ , tH - gS+ a '9" AItlcLEVEL-4~' i d' d a D D DD J dd Q Q y _ ~ .,m, t~ d DD D d DD DD G. ~ ~J i T , i 3' i~~, i,'r~ ~ ~'v l ~ ~ ~ ELEV.+24'-00"AF.F a ELEV. +24'-00'A.F.F ~ LL ~ ` ° i~ ~'sa ~ ~ ~ ~ I'. n ~ r ~ .r ; r~ I~ t u t j ELEV. +24'-00"A.F.F THIS RpLE1jEL ~ ~ i , : i+ ~ I' l .r THIRD LEVEL e.. , i, d , I ~ ~ t ~ r " . ~ „ ..t ~ 1 _ • ' ' ~ E ) "t~ ~ ~ THIRD LEVEL I . , ! ~ ~ V i ~ - " - " , . ~ I ~r ~ •1 ~ ~ ~ ~ ~i . ~ ELEV. +12-00 A.F,F ! ELEV. +17-00'AF.F I SECDND LEVEL SECOND LEVEL F I ~ ~ ELEV. +12' -00 AF,F SECOND LEVEL -y 7 i. ' ` Sy ELEV~-- ~+0'-0 A'F'F I, ' ELEV +0'-0'A•F.F `~lt...r . Y ~ I GRADE LEVEL GRADELEV i'"`, ~r~~^ r ; ! ~tl ~M't_ ELEV +0'-0'A,F.F ' r+~ GRADE LEVEL LEFT SIDE ELEVATION FRONT ELEVATION SCALE a18'=1'-0" 314" Stucco Color to be Similar to Benjamin Mc ~ Benjamin Moore Color Preview Classic Colors 144 Honey Burst. I 314 Stucco Color to be Similar to Benjamin Mc ~ Benjamin Moore Classic Color 027 San Antonio Rose. wa fix. X~t' v IT{l'~ . ~ ~ ' ° 40 Year Dime Tonal Shi ' ~ . , , , w~l,,, • nt ngles Similarto Elks H ~`t by : 1 ' J G i. ~nilar to Elk's Hickory, , ~ N.` 4 W ~ f 't' i Y ' ~ - ~ ~ ~ ~ ~ ~ ~ .w ~4, Door and Windows to be Aluminum standard cc am standard color. 4 ,w ' ° E'.• Z .Q~. ELEV. +42'-02'A•G ELEV~, +47-02'AG ELEV. +474)2'AG e, i {n, ELEV. +4(~ T-0YA~ Media' nRoofLine MedfT anRooiLlea jg4. ; ~ • R ,r;~, Medlan Rcaf Line MedianRooiLina ' ~ ~ ~ Y ~ w~~ 'r n ~ a r m r ~ e ~D~% sr c' ELEV. +36'-00"A.F.F ° .2 5 ~ `5 ° ' ~ ELEV. +36'-00"AF•F ~ , ~ ELEVA [4+36'-00"AF,F Ir r, ELEV. +~'-00'A.F,F j4 ~fM'• ,o- y • °m 5 J 5 ~ Y uF ~ ' . k•.h~t ft i' A ! A..} '~L. ~ Irl I.' Y;, V. [kJSi v~ '~P'-`A1ticLEVEL i + ~ AItlcLEVEL a DD • ..n...... n ,m. ~ as v as a D ny _n ELEV. +24'-00'A,F,F ~ ELEV~+24'-00'AF.F ELEV. +24'-00'AF.F - + ~ ELEV. +24'-00'A,F.F A THI~~ THT IRDLEVEL i THIRD LEVEL ar ~ ~ ~ THIRD LEVEL r,?. ~ , y r, a ~s , i r. r ~ ' ELEV. +12'-00'A.F•F , ELEV. ~ +12'-00° A.F.F SECOND LEVEL SEC'~P-`GNp LEVEL ELEV.r~+12'-00'A.F.F ELEV, +17~00"A.F,F SECO~ NDLEVE~ SECONDLEVEL ~I i ~ r i ® ~ ELEV~+O'-0"A•F.F ELEV(~+0'•0"AF•F G'" RADELEVEL '~P~ reanF I ECrFI EL,ti EV@+p'•0^AF,F ELEV +0'-0'AF.F v GRADELEVEL REAR ELEVATION RIGHT SIDE ELEVATION SCALE;IIB'=1'-0' scALE,1ra^=r-0^ January 30, 2007 ~Hti? V, p ~ i1 : ~ f c ~ A 'ITECTS RCM Booth Ave. Townhomes ORIGINAL RECEIVED B 2007 PLANNING DEPARTMENT CITY OF CLEARWATER