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FLD2005-030260 0 ORIGINAL FLD2005-03026 1871 KINGS HIGHWAY Date Received: 03/28/2005 SUNSET POINT TOWNHOMES ZONING DISTRICT: MHDR LAND USE: RH ATLAS PAGE: 261A PLANNER OF RECORD: MTP RECENED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER CLWCoverSheet LL ORIGINA 1 South Myrtle Avenue o!; (16mater Planning Department CI6 arwater, Florida 33756 u Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ? SUBMIT APPLICATION FEE I • CASE #: DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Residential Infill Project (Revised 12/30/2004) PLEASE TYPE OR PRINT- A. APPLICANT; PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: _ 4/bLVQ- J1 O-Ir? MAILING ADDRESS; 2759 SvyNlvY?rG?[? n ?i tU? CIPGc?[ r ? ?-? 33?G 1 PHONE NUMBER: 727 7Z6 6l Z Z FAX NUMBER: 7 Z 7 Z6 t/?3Z PROPERTY OWNER(S): -Jyk 'cJJ lacy. r (Must include ALL owners as listed on the deed- provide original signature(s) on page 6) AGENT NAME: MAILING ADDRESS: _51 S6 Lf V I q ?` Df -pt q It, _' Ft_ Sq f ll PHONE NUMBER: ?Z-2 7 B 7 v wt FAX NUMBER: ?L2 '2151 ,N3 CELL'NUMBER: 72-7 6e17 Rv&V E-MAIL ADDRESS: bCE.+ ?Crt?S? B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) STREET ADDRESS of subject site: _ lc/IS v1?` pp t y?? ?•?? a 1 ?' J L[ric 5 k[ tc, LEGAL DESCRIPTION: ace CJh-'C'W - r (if not listed here, please note the location of this document in the submittal) PARCEL NUMBER: Z. pq Z.6 - ©OV - ©160 '1? p? 00 PARCEL SIZE: ?, ??5 A? 39'fX?O SF (acres, square feet) PROPOSED USE(S) AND SIZE(S): /0 TOLr11 40AV- U ?t f (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S):-S1& Ait coA Attach sheets and be specific when identifying the request (include all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) Page 1 of 7 - Flexible Development Application Residential Infill 2005- City of Clearwater ?l RECENED MAY 1 Z 2095 PLANNING DEPARTMENT CIfl'OF CLEgRWAIER ? • ORIGINAL Description of Requests The proposed Sunset point Townhomes are located on two parcels that have double frontage on Kings Highway and Sunset Point Road. The lot is 300' x 130' and totals 39,000 square feet located in the MDHR District. This district has a minimum lot width of 150' for attached dwellings and minimum lot area of 15,000 square feet. A reduction in the minimum lot width is requested (this is applicable from the Kings highway frontage of 130' wide not Sunset point frontage of 300' wide). The lot has two sewer easements located on it. One ten foot sewer easement bisects the lot and one ten foot sewer easement runs along the south property line. The requested front setbacks from Sunset Point Road are 17' to pavement and 60' to Building. The requested front setback from Kings Highway is 47' to building and driveway. The requested east side setback is 13' to building and pavement. The requested south side setback is 15' to building. A request for a waiver of the south side landscape buffer requirements is necessary since the buffer will be located within the existing ten foot sewer easement and would be planted over an old clay sewer line. Some landscape buffering has been provided, however, plantings have been designed to have minimal impact within the easement. Due to the minimal lot width and the existing 10' sewer easements pond location and sizing is critical. A request is being made to allow landscape plantings within the ponds as shown on the site plan. This plan as designed adequately meets the intent of the City of Clearwater Land Development Regulations and provides the highest and best use, with no ill effects on surrounding properties, of an otherwise sub-standard lot which exists within the City. RECEIVED MAY 12 20051 PLANNING DEPARTMENT CITY OF CLEARWATER • *ORIGINAL 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) Ga/ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, de is located. nsity and character of adjacent properties in which it , - a icF w?v? x'10.! o.? WtIK It2, Q/Gx w ro i ?!P 7152 ?PE`J¢a?t_? s ?gytQ?A ? 27 t91gl?? 1y1is A'?/apo 1 fir, Cor /DUni-k 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly ` i . pair 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. no kQDJ'f"k ?, Sam/ o'd ?? ?Sc?ts reS iG? i rr1 / ??«il? ?aFx ?i canc.Q - - 4. The proposed development is cl?psigneq to minimize t affic gonges 'on TL SL Dr o (a0'?C c?19?W D /?4?y1-? 1 ?i't r.ar? ?? ?n Gln'2 i /n! ?2i tie( v Tr?;r ? ? oa.cfi 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. O 16wn 4 o?t5; aj Ca 41ncU.2 C i Clu„ ?, .L . ?1? rd '?- 7 V I?1 ?? C b?7! G rp CAC g-rG.-\A Pao y s Irv 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. 111D- ?9" V w,& ivo ca C? y c? G l o R a cX ` CE C?-.n.'?- .f'r o r? Q_ ?. Page 2 of 7 - Flexible Development Application Residential Infill 2005- City of Clearwater RECENED MAY 12 205 PLANNING DEPARTMENT CITY OF CLEARWATER L Provide complete responses to the seven RESIDENTIAL INFILL PROJECT CRITERIA -Explain how each criteria i eved, in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without cTeviations from the intensity and development standards. t01m-1- Q Ml? A AavikAl', c?rKs, ?6t C,A 1 130 1 Xae re S VI+ ? -,1 Z {- r ere•,`? ST? ? baw? ? 2 s c k f ? $ ? `I?-e svb Sjrca-K a s rncsa. l?-f? wc? E)?l, ;r?r ?n sr ?n? G?r-{e<,as a 1©r ?use^ CLa?aroK*et,tu,. J\ 0 Sc,? rrj ht7 , ts>ffl? i -4A LOI Sa x4 :?__+ o tsclc,?, 0>I vSr?? •Z 7 `?v (ale P-r-A-4_/_ Y-' S 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.) to aac -li vlle 0&4 0,24 -ZLUJU_e ?r? yea ' lilt o- 3. The uses within the residential infll project are otherwise permitted in the City of Clearwater. /J Rno,20- A R_ 10 41 ?A?24a Is- K,n 6t, l( o1?4ec? ll t?1 e.7 C!?'l U 4. The uses or mix of use within the residential infill project are compatible with adjacent land uses. `1 Or?p eQ &,vn ??/ l3SQ JS Cm1-iA?tl J?rt tyr 'o c?rJL?Oc co.J- I t f U?t, ?C 6 .. a'1, ? c et r..C lt- , 5. The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel proposed for deve opment. "Jo I V- 5eA e," ka4clz 0-AL L06-?scov44-... 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 roposed for de\ lopment and the City of Clearwater as a whole. // 0- e. Pra 1?®aPt fl rGi r f an ?r L? e0 C ?cc..lttilc &E I C r s2 ?X c1 b?. 7. Flexibility in regard: to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the r immediate vicinity of the parcel proposed for development and the City of Clearwpter as a whole. - _ I Page 3 of 7 - Flexible Development Application Residential Infill 2005- City of Clearwater RECEVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER RIGINAL E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm- Drainage Design Crite Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that in, addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exem 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; J Proposed grading including finished floor elevations of all structures; -,? All adjacent streets and municipal storm systems; -,? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with City manual. 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 ell, Acknowledgement of stormwater plan requirements (Applicant must initial one of the following),' Stormwater plan as noted above is included Stormwa ter plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE. HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions. regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; d 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; l? 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; E? GRADING PLAN, as applicable; al" PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) ld SITE PLAN with the following information (not to exceed 24" x 36"): All dimensions; North arrow; J Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; Index sheet. referencing individual sheets included in package; 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; Page 4 of 7 - Flexible Development Application Residential Infill 2005- City of Clearwater ?C??9NIE D MAY 1.2 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 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)(1) and Index #701}; Location of all landscape material; Location of all offsite and offsite storm-water management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. Id 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 and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; Official records book and page numbers of all existing utility easement; _ Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. d REDUCED SITE PLAN to scale (8'/2X 11) and color rendering if possible; ? FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; Tree Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) LANDSCAPE PLAN: • All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; _ Sight visibility. triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Proposed and.required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree.'survey); Plant schedule with a key (symbol or label) indicating the size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; Location, size, and quantities of all existing and proposed landscape materials, indicated by a .key relating to the plant schedule; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; _ Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. REDUCED LANDSCAPE PLAN to scale (8 Y 2X 11) (color rendering if possible); id IRRIGATION PLAN (required for level two and three approval); ? 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. Page 5 of 7 - Flexible Development Application Residential Infill 2005- City of Clearwater RECEVED MAY 12 20106 PLANNING DEPARTMENT CITY OF CLEARWATER I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential lnfill Project. Ef BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; 2' REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8'/ X 11) (black and white and color rendering, if possible) as required. _ J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) I] Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8 % X 11) (color), if submitting Comprehensive Sign Program application. K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C .of the Community Development Code for exceptions to this requirement. CV 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. 19 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 /'1 f-% t r 562-4750. uKMNAL. L. SIGNATURE: PLMNING DEPARTMENT I, the undersigned, acknowledge that all representations made in this STATE OF Ft AS application are true and accurate to the bps of my knowledge and Sworn to ?q'{{1 ``s cr a this ? day of authorize City representativ?tovisi M photograph the property A. D. 20C IS to me and/or by described in this pplication L- i l-i " C? ?- A-- , who is personally known has n produceda [fir L', CC:y-\:L-P n as Signature of propervowner or representative \LNofary public, WOOLFORD My commission expires: EXPIRES: March 8, 2008 Bonded TAru Notary PL6k Underwriters Page 6 of 7 - Flexible Development Application Residential Infill 2005- City of Clearwater 0 • AFFIDAVIT TO AUTHORIZE AGENT: of all property owners on deed - please PRINT full names) 1. That (I am/ewe are) the owner(s)_ `and record title holder(s) of the following described property (address or general location): n S ,S 4C ? e?l-T w C-4 C. 2. That this property constitutes the property for which a request for a: (describe request) 10 06%+ Tl?u )n L,,,..e r4 n . oo_v,-i 3. That the undersigned (has/have) appointed and (does/do) appoint: gjA_C+ V rc?LSrv&.t • ?% as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 6. That (1/we), the undersigned authority, hereby. certify that the foregoing is true and ct. roperty Own &r " SARAH WOOI.FORD MY COMMISSION # DD 297195 EXPIRESarch 8, 2008 ?` (lardedThm Nci Miry Pubic UnderwrMers w Property Owner Property Property Owner COUNTY OF PINELLAS STATE OF FLORIDA, 1QM _ 8 ?B?i!'1 day of _ who having beeAfirst dulyu sworn Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on S=et c personally appeared ?, _ Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. My Commission Expires: S:\Planning DepartmentWpplication Formsldevelopment revieMtlexible development application residential infill 2005.doc MAR 2 8 2005 t'L'%11VG DEPARTMENT My OF CLEARWgTER Page 7 of 7 - Flexible Development Application Residential Infill 2005- City of Clearwater Feb 22 05 04:00p p . 2 WARRANTY. DEED INDIVID. TO INDIVID. 2004412 This Instrument Prepared by and RETURN TO:I EVELYN E. CARY Address: PINELLAS PARK TITLE COMPANY 528 Park Boulevard Ste. 101 Pinellas Park. FL 33781-3451 Property Appraisers Parcel Identification (Folio) Number(s): 02/29/15/10926/000/0900 ORIGINAL KARLEEN F. DE BLAKER, CLERK OF COURT PINELLAS COUNTY FLORIDA INST# 2004345967 08130/2004 at 03:09 PM OFF REC BK: 13797 PG: 1408-1408 DocType:DEED RECORDING: $10.00 D DOC STAMP: $1925.00 SPACE ABOVE THIS LINE FOR RECORDING DATA This Warranty Deed Made the 27th day of August A.D. 2004 by RANDY F. LYONS A MARRIED MAN AND LINDA C. SCHWEMLEY F/K/A LINDA C. BRUBAKER A MARRIED WOMAN hereinafter called the grantor, to HAROLD BARIAN whose post office address is 504 LILLIAN DRIVE, MADEIRA BEACH, FL 33708 hereinafter called the grantee: (Wherever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) Witnesseth: That the grantor, for and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee all that certain land situate in Pinellas County, State of, viz: LOTS B AND C, BRENTWOOD ESTATES, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 59, PAGE 28, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA GRANTORS HEREBY WARRANT ABOVE IS NOT THEIR HOMESTEAD PROPERTY Subject To covenants, conditions, restrictions, reservations, limitations, easements and agreements of record, if any; taxes and assessments for the year 2004 and subsequent years; and to all applicable zoning ordinances and/or restrictions and prohibitions imposed by governmental authorities, if any, Together, with all the tenements, hereditament and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons. In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written. sealed and de 'vered in the erese a of aSedI afore:` - ,?rr ' "4. ignature Y F LYONS a e: ELIZA E H RHOADE P.O. Address: Signature: Signature: STATE OF FLORIDA COUNTY OF PINELLAS Signature LINDA C SP.O. Address: The foregoing instrument was acknowledged before me this 27th day of August, 2004 by RANDY F. LYONS A MARRIED MAN AND LINDA C. SCHWEMLEY F/K/A LINDA C. BRUBAKER. A MARRIED WOMAN 'who produced PERSONALLY KNOWN as identification and who DID take an oath. SEAL '?'"'°"' • ELI7J+B6'IH ANNE RHOADES ;'I ???nY ? ? NiY COMMISSION it DD 245129 ?? ?:;;?R? EXPIP,ES: September i5^2007 µin F 4,NOtublic, State and Cou ty Afores ture Prin Notary Signature My Commissio E H ii PLANNING DEPARTMENT CITV'OF CLEARWATER 6 OVNIO180 Krasman & Associates, Inc. 31564 US 19 North Palm Harbor, Florida 34684 Phone (727) 787-4684 Fax (727) 781-3345 May 11, 2005 City of Clearwater 100 S. Myrtle Ave, 2"d Floor Clearwater, Florida 33756 6 RECEIVED Attn: Mark Perry Re: Sunset Point Townhomes FLD 2005-03026 1871 Kings Highway Dear Mr. Perry: M,4Y 12 2005 PLANNING DEPARTMENT CP OF CLEARWATER The following is in response to the May 5th DRC Comments for the above referenced proj ect: Engineering Conditions 1. Approved right-of-way permits from Pinellas County for any work in county rights-of- way (Sunset Point Road and Kings Highway) are required prior to the issuance of a building permit. Response: Acknowledged, the permits will be forwarded upon receipt. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming. Response: Acknowledged. Environmental Condition No Issue Fire Condition 1. Provide 24 ft clear horizontal Roadway (not to include curbs) and 14 ft vertical clearance for fire and emergency vehicle access. Please respond PRIOR TO CDB. ORIGINAL Response: A 24' clear drive area has been provided. The curbs are one foot wide and mountable, they do not contain gutter. The area provided is as large as or larger than many city streets and parking lots. RECEIVE10 2. All underground drainage piping covers/grates in roadways or drive aisles must meet HS-20 specs to support the weight of fire department and emergency vehicles (80, 000 lbs) Please respond PRIOR TO CDB. Response: There are no drainage structures in the road. 3. Are all townhomes 2 story? Any 3 story townhomes must be protected by afire sprinkler system. Please respond PRIOR TO CDB. Response: All townhomes are 2 story. MAY 12 2005 PLANNING DEPARTMENT CITY CAP CLEARWATER 4. Provide minimum 28 ft turning radii for fire department and emergency vehicle ingress and egress. Please respond PRIOR TO CDB. Response: Acknowledged, an adequate turning radius has been provided. The larger vehicles may need to utilize the entire drive when entering and exiting due to the distance from Sunset Point Road. 5. Note- There is some question as to whether the County will allow an entrance to/from this project onto Kings Highway. If there is no entrance to/from Kings Highway, there will have to be afire department turnaround, Y or T, on the property to accommodate fire department and emergency vehicles. Please respond PRIOR TO CDB. Response: The driveway to Kings Highway has been removed. The driveway on Sunset Point Road has been relocated west to allow the drive to function as a 45' T turnaround as discussed in the DRC. Landscape No Issues Land Resource Condition 1. Revise the location of the swale, move to the north 10' from the property line. Revise prior to CDB. Response: The swale will remain as shown. A second swale adjacent to the buildings has been added to the plans as requested by Stormwater and as discussed in the DRC. 2. Revise the top of bank at the 30" Oak tree. Top can be no closer than 15'. Revise prior to CDB. ? OPIGINAL Response: Acknowledged, the pond bank has been relocated to 15' from the tree. Please note this tree has been impacted by power lines and is also located within a City Sewer Easement. 3. Revise the "Symbol Legend" to indicate Oak trees. Revise prior to building permit. Response: Acknowledged, see revised legend. 4. Show the canopies of all trees on all plans. Note, one_foot radius for each one inch tree diameter. Provide prior to CDB. Response: Acknowledged, see revised plan. 5. Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking stormwater and utilities impact the critical root zones (drip lines) of tree to be preserved and how you propose to address these impacts ie: crown elevation building lintels, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (213 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information the arborist feels relates to tree preservation. Provide prior to building permit. Response: Acknowledged, we are currently coordinating with an arborist who will be contacting Rick Albee. A plan will be submitted prior to building permit. Parks & Recs. Condition Open Space and Recreation impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Response: Acknowledged, we have calculated the fees and will coordinate with Art. Storm Water Condition Prior to Building Permit: 1. Dry retention pond required to recover within 24 hours per City stormwater criteria. Response: See revised Drainage Calculations. Three set have been attached for your review. 2. Please provide a shallow drainage swale on south side of property. RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 9 ORIGINAL • Response: Acknowledged, See revised plans. Solid Waste Condition Black Barrel service and recycling to be arraigned with Solid Waste Department. Response: As discussed in the DRC meeting the Driveway from Kings Highway has been removed. Since trucks are right side pick up only a dumpster has been added at the east end of the site. See revised plans. Traffic Eng Condition Remove driveway along Kings Highway. This proposed driveway does not comply with driveway connection spacing requirements of the City's Community Development Code Section 3-102. Response: Acknowledged, See revised plans. Internal roadway width shall meet the Fire Department's requirement. All of the above to be addressed prior to CDB. Response: Acknowledged. The following to be addressed prior to building permit: 1. Obtain Pinellas County permit for driveway access or other work within Pinellas County Road right-of-way. Response: Acknowledged, the permits will be forwarded upon receipt. General Note: Transportation impact Fee of $14, 000 to be paid prior to a C.O. Multi- Family -10 dwelling Units; rate: $14001du; 10 x $1400 = $14, 000.00 Response: Acknowledged, this calculation is shown on the cover sheet. Zoning Condition =Shaw density computation. RECEIVED Response: Acknowledged, see Cover Sheet. MAY 12 2005 'Z!?.-ndicate roof height to roof midpoint. PLANNING DEPARTMENT CITY OF CLEARWATER Response: Acknowledged, see Cover Sheet. 4 I'he building elevations do not appear to match the buildings shown on the site plan. Response: See revised elevations. How will waste removal occur. C? Response: A dumpster has been added as discussed in DRC. 05YA djust the site plan set index, as the landscape and irrigation plan sheets are numbered L-1 and IR-1, and not 9 and 10. Response: Acknowledged, see revised Cover Sheet. t-6! Site layout: remove the curb cut at Kings Highway. RECEIVED Response: See revised plans. MAY 12 2005 Address the placement of utilities (underground) PLANNING DEPARTMENT CITY OF CLEARWATER Response: This was previously addressed on plans. 40. Indicate how landscaping design is integrated with the retentions system onsite. Response: Planting occurs along the pond banks in such a way to soften the curb appeal of the ponds. Note the ponds will be dry ponds. .Elaborate on the landscape buffer request (from what to what, and where?) Response: As discussed in the DRC a 10' utility easement currently exists along the south property line. No plantings can be placed within the easement. 1. Low many parking spaces will be provided? Response: See Cover Sheet parking calculations. 11. The case is insufficient due to the fact that staff will not support the driveway shown along Kings Highway. The site plan will need to be redone and resubmitted on or before May 26, 2005 in order to be placed on the June 30, 2005 DRC. Response: This is no longer applicable per DRC discussion. 12. The application is not, as it turns out, a residential infill project, but a regular, old, Flexible Development (still have to got to CDB, for the front setback reduction) The following criteria need to be filled out (sorry about the confusion): 1. The existing structures along the same side of the road have been constructed ORIGINAL with irregular setbacks and the proposed reduction in front setback will not be out of character with the neighborhood. ORIGINAL 2. The extent to which existing structures in the neighborhood have been constructed to a regular or uniform setback. from the right-of-way. Judging from aerials these criteria should not be difficult to meet. Response: Acknowledged. 13. Clarify the proposed colours and materials. Response: See renderings. 14. Clarify the signage, if any, is to be located on the site. Response: There is no proposed signage. Engineering Condition No Engineering Comments Landscape No issues Storm Water Condition No issues If you have any questions please call me. Sincerely, Krasman & Associates, Inc. Bret Krasman, P.E. CC: 05024 RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER • ORIGINAL • Krasman & Associates, Inc. 31564 US 19 North Palm Harbor, Florida 34684 Phone (727) 787-4684 Fax (727) 781-3345 May 11, 2005 City of Clearwater 100 S. Myrtle Ave, 2"d Floor Clearwater, Florida 33756 RECEIVED Attn: Mark Perry Re: Sunset Point Townhomes FLD 2005-03026 1871 Kings Highway Dear Mr. Perry: MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER The following is in response to the May 5th DRC Comments for the above referenced project: Engineering Conditions 1. Approved right-of-way permits from Pinellas County.for any work in county rights-of- way (Sunset Point Road and Kings Highway) are required prior to the issuance of a building permit. Response: Acknowledged, the permits will be forwarded upon receipt. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming. Response: Acknowledged. Environmental Condition No Issue Fire Condition 1. Provide 24 ft clear horizontal Roadway (not to include curbs) and 14 ft vertical clearance for fire and emergency vehicle access. Please respond PRIOR TO CDB. • ORIGINAL • Response: A 24' clear drive area has been provided. The curbs are one foot wide and mountable, they do not contain gutter. The area provided is as large as or larger than many city streets and parking lots. 2. All underground drainage piping covers/grates in roadways or drive aisles must meet HS-20 specs to support the weight offire department and emergency vehicles (80, 000 lbs.) Please respond PRIOR TO CDB. Response: There are no drainage structures in the road. 3. Are all townhomes 2 story? Any 3 story townhomes must be protected by afire sprinkler system. Please respond PRIOR TO CDB. Response: All townhomes are 2 story. 4. Provide minimum 28 ft turning radii for fire department and emergency vehicle ingress and egress. Please respond PRIOR TO CDB. Response: Acknowledged, an adequate turning radius has been provided. The larger vehicles may need to utilize the entire drive when entering and exiting due to the distance from Sunset Point Road. 5. Note- There is some question as to whether the County will allow an entrance to/from this project onto Kings Highway. If there is no entrance to/from Kings Highway, there will have to be afire department turnaround, Y or T, on the property to accommodate fire department and emergency vehicles. Please respond PRIOR TO CDB. Response: The driveway to Kings Highway has been removed. The driveway on Sunset Point Road has been relocated west to allow the drive to function as a 45' T turnaround as discussed in the DRC. Landscape RECEIVED No Issues Land Resource Condition MAY 1 ?. 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 1. Revise the location of the Swale, move to the north 10'.from the property line. Revise prior to CDB. Response: The swale will remain as shown. A second swale adjacent to the buildings has been added to the plans as requested by Stormwater and as discussed in the DRC. 2. Revise the top of bank at the 30 " Oak tree. Top can be no closer than 15'. Revise prior to CDB. 0 ORIGINAL 0 Response: Acknowledged, the pond bank has been relocated to 15' from the tree. Please note this tree has been impacted by power lines and is also located within a City Sewer Easement. 3. Revise the "Symbol Legend" to indicate Oak trees. Revise prior to building permit. Response: Acknowledged, see revised legend. 4. Show the canopies of all trees on all plans. Note, one foot radius for each one inch tree diameter. Provide prior to CDB. Response: Acknowledged, see revised plan. 5. Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking stormwater and utilities impact the critical root zones (drip lines) of tree to be preserved and how you propose to address these impacts ie: crown elevation building lintels, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (213 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information the arborist feels relates to tree preservation. Provide prior to building permit. Response: Acknowledged, we are currently coordinating with an arborist who will be contacting Rick Albee. A plan will be submitted prior to building permit. Parks & Recs. Condition Open Space and Recreation impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Response: Acknowledged, we have calculated the fees and will coordinate with Art. Storm Water Condition Prior to Building Permit: 1. Dry retention pond required to recover within 24 hours per City stormwater criteria. Response: See revised Drainage Calculations. Three set have been attached for your review. 2. Please provide a shallow drainage Swale on south side of RE"U'VED D MAY 12 2005 PLANNING DEPARTMENT CITY OF OLEARWATER • ORIGINAL • Response: Acknowledged, See revised plans. H Solid Waste Condition Black Barrel service and recycling to be arraigned with Solid Waste Department. Response: As discussed in the DRC meeting the Driveway from Kings Highway has been removed. Since trucks are right side pick up only a dumpster has been added at the east end of the site. See revised plans. Traffic Eng Condition Remove driveway along Kings Highway. This proposed driveway does not comply with driveway connection spacing requirements of the City's Community Development Code Section 3-102. Response: Acknowledged, See revised plans. Internal roadway width shall meet the Fire Department's requirement. All of the above to be addressed prior to CDB. Response: Acknowledged. The following to be addressed prior to building permit: 1. Obtain Pinellas County permit for driveway access or other work within Pinellas County Road right-of-way. Response: Acknowledged, the permits will be forwarded upon receipt. General Note: Transportation impact Fee of $14,000 to be paid prior to a C.O. Multi- Family -10 dwelling Units; rate: $14001du; 10 x $1400 = $14, 000.00 Response: Acknowledged, this calculation is shown on the cover sheet. Zoning Condition RECEIVED 1. Show density computation. Response: Acknowledged, see Cover Sheet. KAY 1 ?. 2 000 5 2. Indicate roof height to roof midpoint. PLANNING DEPARTMENT CITY OF CLEARWATER Response: Acknowledged, see Cover Sheet. 3. The building elevations do not appear to match the buildings shown on the site plan. Response: See revised elevations. 4. How will waste removal occur. ORIGINAL 0 Response: A dumpster has been added as discussed in DRC. 5. Adjust the site plan set index, as the landscape and irrigation plan sheets are numbered L-I and IR-1, and not 9 and 10. Response: Acknowledged, see revised Cover Sheet. 6 Site layout: remove the curb cut at Kings Highway. RECEIVED Response: See revised plans. ri L,f I L 206 7. Address the placement of utilities (underground) PLANNING DEPARTMENT CITY OF CLEARWATER Response: This was previously addressed on plans. 8. Indicate how landscaping design is integrated with the retentions system onsite. Response: Planting occurs along the pond banks in such a way to soften the curb appeal of the ponds. Note the ponds will be dry ponds. 9. Elaborate on the landscape buffer request (from what to what, and where?) Response: As discussed in the DRC a 10' utility easement currently exists along the south property line. No plantings can be placed within the easement. 10. How many parking spaces will be provided? Response: See Cover Sheet parking calculations. 11. The case is insufficient due to the fact that staff will not support the driveway shown along Kings Highway. The site plan will need to be redone and resubmitted on or before May 26, 2005 in order to be placed on the June 30, 2005 DRC. Response: This is no longer applicable per DRC discussion. 12. The application is not, as it turns out, a residential infill project, but a regular, old, Flexible Development (still have to got to CDB for the front setback reduction) The following criteria need to be filled out (sorry about the confusion): 1. The existing structures along the same side of the road have been constructed with irregular setbacks and the proposed reduction in front setback will not be out of character with the neighborhood. • ORIGIPAL 2. The extent to which existing structures in the neighborhood have been constructed to a regular or uniform setback from the right-of-way. Judging from aerials these criteria should not be difficult to meet. Response: Acknowledged. 13. Clarify the proposed colours and materials. Response: See renderings. 14. Clarify the signage, if any, is to be located on the site. Response: There is no proposed signage. Engineering Condition No Engineering Comments Landscape No issues Storm Water Condition No issues If you have any questions please call me. Sincerely, Krasman & Associates, Inc. Bret Krasman, P.E. RECEIVED ply i z 2005 PLANNING DEPARTMENT CITY OF CLEARWATER CC: 05024 learwater-Plan Depo FAX NO. :727 562 4865 .r PROPERTY OWNER'S NAME ADDRESS PHONE NUMBER APPLICANT'S NAME ADDRESS PHONE NUMBER AGENT NAME ADDRESS PHONE NUMBER Opr. 06 2005 02:28PM P2/6 P L7'z?AIr--410 oD j CITY OF CLEARWATER APPLICATION FOR PLAT APPROVAL PLANNWO-T UEPARTMM MUNICIRNL SERVICES 11MDING, 100 SOUTH MYRTLE AVENUE, FLOOR PHONE (727)-562-4567 FAX (727) 5624865 FAX NUMBER EL Z;?D?0 . -l a-1 - --1,9 Lo - is k 90 FAX NUMBER -, --10LQ - ?i Q - l?re? ?CrL1?rnC?YI C-, 3?8'If 1 bZ - 1 - y e $ FAX NUMBER :-- Q- --?'50.- ?J?J J 1, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my by f"ni C1 o is personally known to •"P't- SARAH WOOLFORD MY COMMISSION # DD Z -pi EXPIRES: March 8,20( Signature of caner r representativ 1% ea Bonded Thru Notary Mic Under STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this 2f day of (YlarC" , A.D.,- g? to me and/or ao Ission Fourtesn (14) copies of the preliminary plat must be submitted. MAY 12 2005 The preliminary plat shall be prepared by a surveyor, architect, landscape arch e I not smaller than 1:100 and shall not exceed 34" X 36" and Include the following nfo' A 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; APR 0 a 2005 IDENTIFICATION CLEARLY STATING THAT THE DRAWING is A PRELIMINARY PLAT; pL LEGAL DESCRIPTION OF THE PROPERTY WITH U .S. SURVEY SECTION, TOWNSHIP AND RAN0EPNE6-,Q METING AND PROPOSED RIGHTS-OF-WAY AND EASEMENTS; PROPOSED STREET NAMES; NAMES, APPROPRIATELY POSITIONED, OF ADJOINING PLATS; IVNIO180 FROM : C i tyOf C l earwater-Plan Dept* FAX NO. :727 562 4865 Or. 06 2005 02: 28PM P3i6 DIMENSIONS AND AREA OF THE FOLLOWING: THE OVERALL PLAT AND EACH LOT STREM RIGHT"F-WAY, INCLUDING RADII OF CUL-DE-SAC$; COMMON QPFN SPACE OR OTHER LANDTO BE DEDICATED FOR A PUBLIC PURPOSE IF ANY. APR u d 2005 DE' c' i Y CF CLEC "u"I' lsiT i ORItI?GlIMIAL FROM : C i t yO f C l earwa ter-Plan Dept 0 FAX NO. :727 562 4865 ?r. 06 2_005 , 02: 28PM „ P44/6 ANN 0 8' 2005 CITY OF CLEARWATER1, ti-, ? ?; t? ?? IT PLANNING DEPARTSMNITU"d MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUZI 2"° FLOOR PHONE (727),562-4967 FAX (727) 562.4576 INFORMATION REQUIRED FOR SUBMITTAL OF F. FINAL PLAT INSTRUCTIONS The final plat shall be suitable for recording at the office of the clerk of the circuit court. It shall be prepared and sealed buy a land surveyor registered by the state and shall conform with the requirements of Florida Statute, Chapter 177, and the requirements of this subsection. It shall be drawn at a scale of one Inch equals 50 feet or other scale determined appropriate by the city engineer. The overall sheet size of the plat shall be consistent with the standards established by the clerk of the circuit court for recording, Each sheet shall be provided with a one4nch margin on each of three sides and a three-inch margin on the left side of the plat for binding purposes. Eighteen (18) copies of the Final Plat must be submitted. ALL FINAL PLATS MUST CONTAIN THE FOLLOWING INFORMATION; ORIGINI A L NAME OF PLAT; LOCATION OF THE FLAT BY U.S. SURV?Y SYSTEM AND POLITICAL SUBDIVISION, INCLUDING SECTION, TOWNSHIP, RANGE, COUNTY AND STATE; NAMES OF EXISTING STREETS ABUTTING RO GIVING ACCESS TO THE PROPOSED PLAT; ALL PLAT BOUNDARIES BASED ON AN ACCURATE TRANSVERSE, WITH ALL ANGULAR AND LINEAR DIMENSIONS SHOWN. ERROR OF ENCLOSURE OF SUCH BOUNDARY SURVEY SHALL NOT EXCEED ONE FOOT FOR EACH 10,000 FEET OF PERIMETER SURVEY; ALL BLOCKS, LOTS, STREETS, CROSSWALKS, EASEMENTS AND WATERWAYS, WITHIN AND ADJACENT TO THE PLAT, ALL OF WHICH SHALL HAVE ALL ANGULAR AND LINEAR DIMENSIONS GIVEN AND ALL RADII, INTERNAL ANGLES, BEARINGS, POINTS OF CURVATURE, TANGENTS AND LENGTHS OF ALL CURVES, SO THAT NO DIMENSIONS OR DATA ARE MISSING WHICH ARE REQUIRED FOR THE FUTURE LOCATION OF ANY OF THE CORNERS OR BOUNDARIES OF BLOCKS, LOTS OR STREETS, AS LISTED ABOVE. WHEN ANY LOT OIL PORTION OF THE PLAT IS BOUNDED BY AN IRREGULAR LINE, THE MAJOR PORTION OF THAT LOT OR PLAT SHALL BE ENCLOSED BY A WITNESS `LINE SHOWING COMPLETE DATA, WITH DISTANCES ALONG SUCH LINES EXTENDED BEYOND. THE ENCLOSUR15 TO THE IRREGULAR BOUNDARY SHOWN WITH AS MUCH CERTAINTY AS CAN BE DETERMINED';OR AS "MORE OR LESS", IF VARIABLE. ALL DIMENSIONS SHALL BE GIVEN TO THE NEAREST HUNDREDTH bF A FOOT. TRUE ANGLES AND DISTANCES SHALL BE DRAWN TO THE NEAREST ESTABLISHED OFFICIAL MONUMENTS, NOT LESS THAN THREE OF WHICH SHALL BE ACCURATELY DESCRIBED ON THE PLAT. THE INTENDED USE OF ALL EASEMENTS SHALL BE CLEARLY STATED. CURVILINEAR LOTS SHALL. SHOW ARC DISTANCES, AND RADII, CHORD, AND CHORD BEARING, RADIAL LINES SHALL BE SO DESIGNATED. DIRECTION; OF NONRADIAL LINES SHALL BE INDICATED; SUFFICIENT ANGLES AND BEARINGS SHALL IDENTIFY THE DIRECTION OF ALL LINES AND SHALL BE SHOWN TO THE NEAREST SECOND; FROM :CitgOfClearwater-Plan Dept FAX NO. :727 562 4865 Or. 06 2005 02:28PM P5/6 7r ALL RIGHT-OF-WAY CENTERLINES SHALL BE SHOWN WITH DISTANCES, ANGLES, BEARINGS OR AZIMUTH, POINTS OF CURVATURE, POINTS OF TANGENCY, POINTS OF REVERSE CURVATURE, POINTS OF COMPOUND CURVATURE, ARC DISTANCE, CENTRAL ANGLES, TANGENTS, RADII, CHORD, AND CHORD BEARING OR AZIMUTH, OR BOTH ALL EASEMENTS OR RIGHTS-OF-WAY PROVIDED FOR PUBLIC SERVICES OR UTILITIES, AND. ANY LIMITATIONS OF SUCH EASEMENTS; ALL LOT NUMBERS AND LINES. LOT LINES SHALL BE MARKED WITH ACCURATE DIMENSIONS IN FEET AND HUNDREDTHS OF FEET, AND BEARINGS OR ANGLES TO STREET LINES; ACCURATS DESCRIPTIONS OF ANY AREA TO BE DEDICATED OR RESERVED FOR PUBLIC USE WITH THE PURPOSE INDICATED THEREON; TITLE, DATE OF SURVEY, GRAPHIC, SCALE OF MAP AND NORTH ARROW. THE BEARING OR AZIMUTH REFERENCE SHALL BE CLEARLY STATED ON THE FACE OF THE PLAT IN THE NOTES OR LEGEND; PERMANENT REFERENCE MONUMENTS SHALL BE PLACED IN ACCORDANCE WITH REQUIREMENTS OF THE SATE OF FLORIDA; EACH PLAT SHALL SHOW A DESCRIPTION OF THE LANDS PLATTED, AND THE DESCRIPTION SHALL BE THE SAME IN THE TITLE CERTIFICATION. THE DESCRIPTION SHALL BE SO COMPLETE THAT FROM'IT, WITHOUT REFERENCE TO THE PLAT, THE STARTING POINT AND BOUNDARY CAN RE DETERMINED; THE CIRCUIT COURT CLERK'S CERTIFICATE AND THE LAND SURVEYOR'S CERTIFICATE AND SEAL; ALL SECTION LINES AND QUARTER SECTi6N LINES OCCURRING IN THE MAP OR PLAT SHALL BE INDICATED SY LINES DRAWN UPON THE MAP OR PLAT, WITH APPROPRIATE WORDS AND FIGURES. IF THE DESCRIPTION IS BY METES AND BOUNDS, THE POINT OF BEGINNING SHALL BE INDICATED, TOGETHER WITH ALL BEARINGS AND DISTANCES OF THE BOUNDARY LINES. IF THE PLATTED LANDS ARE IN A LAND GRANT OR ARE NOT INCLUDED IN THE SUBDIVISION OF GOVERNMENT SURVEYS, THEN THE BOUNDARIES ARE TO BE DEFINED BY METES AND BOUNDS AND COURSES. THE POINT OF BEGINNING IN THE DESCRIPTION SHALL BE TIED TO THE NEAREST GOVERNMENT CORNER OF OTHER RECORDED AND WELL-ESTABLISHED CORNER; ALL CONTIGUOUS PROPERTIES SHALL BE IDENTIFIED I3Y PLAT TITLE, PLAT BOOK AND PAGE OR, IF UNPLATTED, LAND SHALL BE SO DESIGNED. IF THE AREA PLATTED IS A REPLATTING OF A PART OR THE WHOLE OF A PREVIOUSLY RECORDED PLAT, SUFFICIENT TIES SHALL BE SHOWN TO CONTROLLING LINES APPEARING ON THE EARLIER PLAT TO PERMIT AN OVERLAY TO BE MADE AND REFERENCE TO THE REPLATTING SHALL BE STATED AS, A SUBTITLE FOLLOWING THE NAME OF THE PLAT WHEREVER IT APPEARS ON THE PLAT; ALL LOTS SHALL BE NUMBERED EITHER BY PROGRESSIVE NUMBERS OR, IF IN BLOCKS, PROGRESSIVELY NUMBERED OR LETTERED IN EACH BLOCK, EXCEPT THAT BLOCKS IN NUMBER ADDITIONS BEARING THE SAME NAME MAY BE NUMBERED CONSECUTIVELY THROUGHOUT THE SEVERAL ADDITIONS; PARK, RECREATION AND OPEN SPACE'PARCELS SHALL BE SO DESIGNATED; ALL INTERIOR EXCEPTED PARCELS SHALL BE CLEARLY INDICATED AND LABELED "NOT A PART OF THIS FLAT"; THE PURPOSE OF ALL AREAS DEDICATED MUST BE CLEARLY INDICATED OR STATED ON THE FLAT; WHEN IT IS NOT POSSIBLE TO SHOW CURVE DETAIL INFORMATION ON THE MAP, A TABULAR FORM MAY BE USED. FROM : C i tyO f C 1 earwa ter-P 1 an Dept* . FAX NO. :727 562 4865 Or. 06 2005 02:29PM PG/6 d" THE FOLLOWING DOCUMENTATION MUST BE SUBMITTED WITH THE FINAL PLAT: A TITLE OPINION OF AN ATTORNEY LICENSED IN THE SATE OR A CERTIFICATION BY AN ABSTRACTOR OR A TITLE COMPANY STATING THAT THE: COURT RECORDS IDENTIFY THAT THE TITLE TO THE LAND AS DESCRIBED AND SHOWN ON THE PLAT`IS IN THE NAME OF THE PERSON EXECUTING THE- DEDICATION. IN ADDITION, A DOCUMENT ENTITLED CONSENT TO PLATTING OF LANDS AND PARTIAL RELF-45E OF MORTGAGE SHALL BE FILED TOGETHEr WITH THE FINAL PLAT FOR EACH PERSON OR CORPORATION HOLDING A MORTGAGE ON ALL LAND INCLUDED ON THE PLAT, WHERE SUCH PERSON HAS NOT SIGNED THE FINAL PLAT, THE TITLE OPINION OR CERTIFICATION SHALL SHOW ALL MORTGAGES NOT SATISFIED OR RELEASED OF RECORD NOR OTHER WISE TERMINATED BY LAW; CERTIFICATION BY A REGISTERED LAND SURVEYOR THAT THE PLAT REPRESENTS A SURVEY MADE BY THAT INDIVIDUAL.., THAT ALL, THE NECESSARY SURVEY MONUMENTS, LOT SIZES AND LOT DIMENSIONS ARE CORRECTLY SHOWN THEREON, AND THAT THE PLAT COMPLIES WITH ALL OF THE SURVEY REQUIREMENTS OF CHAPTER 177 AND THIS DEVELOPMENT CODE. IMPRESSED ON THE PLAT AND AFFIXED THERETO SHALL BE THE PERSONAL SEAL AND SIGNATURE TO THE REGISTMED LAND SURVEYOR INCLUDING THE REGISTRATION NUMBER OF THE SURVEYOR, BY WHOM OR UNDER WHOSE AUTHORITY AND- DIRECTION THE PLAT WAS PREPARED; A BOUNDARY SURVEY OF THE PLATTE=D LANDS. HOWEVER, A NEW BOUNDARY SURVEY FORA REPLAT IS REQUIRED ONLY WHEN THE REPLAT AFFECTS ANY BOUNDARY OF THE PREVIOUSLY PLATTED' PROPERTY OR WHEN IMPROVEMENTS HAVE BEEN MADE ON THE LANDS TO BE REPLATTED OR ADJOINING LANDS. THE BOUNDARY SURVEY MUST BE PERFORMED AND PREPARED UNDER THE RESPONSIBLE DIRECTION AND SUPERVISION OF A PROFESSIONAL SURVEYOR AND MAPPER PRECEDING THE INITIAL SUBMITTAL OF THE PLAT TO THE LOCAL GOVERNING; BODY. THIS SUBSECTION NOES NOT RESTRICT A LEGAL ENTITY FROM EMPLOYING ONE PROFESSIONAL SURVEYOR AND MAPPED TO PERFORM AND PREPARE THE BOUNDARY SURVEY AND ANOTHER PROFESSIONAL SURVEYOR AND MAPPER TO PREPARE THE PLAT, EXCEPT THAT BOTH THE BOUNDARY SURVEY AND THE PLAT MUST BE UNDER THE SAME LEGAL ENTITY; CERTIFICATION THAT ALL REAL ESTATE TAXES HAVE BEEN PAID; EVERY PLAT OF A SUBDIVISION OR CONDOMINIUM FILED FOR RECORD SHALL INCLUDE ANY REQUIRED DEDICATION BY THE APPLICANT. THE DEDICATION SHALL BE EXECUTED BY ALL OWNERS HAVING A RECORD INTEREST IN THE LAND BEING PLATTED, IN THE SAME MANNER IN WHICH DEEDS ARE REQUIRED TO Be EXECUTED. ALL MORTGAGEES HAVING A RECORD INTEREST IN THE LAND PLATTED SHALL EXECUTE, IN THE SAME MANNER IN WHICH DEEDS ARE REQUIRED TO BE EXECUTED, EITHER . THE DEDICATION CONTAINED ON THE PLAT OR IN A SEPARATE INSTRUMENT JOINING THE RATIFICATION OF THE PLAT AND ALL DEDICATION AND RESERVATIONS THEREON IN THE FORM OF A CONSENT TO PLAT FROM ALL MORTGAGE INTERESTS ACCEPTABLE TO THE CITY ATTORNEY. WHEN A TRACT OR PARCEL 6F LAND HAS BEEN PLATTED AND A PLAT THEREOF BEARING THE DEDICATION EXECUTED BY THE DEVELOPER AND APPROVAL OF THE CITY HAS BEEN SECURED AND RECORDED IN COMPLIANCE WITH THIS DIVISION, ALL STREETS, ALLEYS, EASEMENTS, RIGWS?OF-WAY AND PUBLIC AREAS SHOWN ON SUCH PLAT, UNLESS OTHERWISE STATED, SHALL BE DETERMINED TO HAVE BEEN DEDICATED TO THE PUBLIC FOR THE USES AND PURPOSES STATED "THEREON, NOTWITHSTANDING ANY SEPARATE ACTION BY RESOLUTION OF THE CITY COMMISSION TO FORMALLY ACCEPT SUCH OFFERS OF DEDICATION; ANY EXISTING OR PROPOSED PRIVATE RESTRICTION AND TRUSTEESHIPS AND THEIR PERIOD$ O EX18TENCE SHALL BE FILED AS A,SEPARATE INSTRUMENT AND REFERENCE TO SUCH INSTRUMENT SHALL BE NOTED ON THE FINAL PLAT; S FROM :CityOfClearwater-Plan Dept! FAX NO. :727 562 4865 r. 06 2005 02:30PM P1i1 AFTER A FINAL PLAT HAS BEEN APPROVED, THREE PRINTS OF AS-BUILT DRAWINGS SHOWING THE IMPROVEMENTS THAT HAVE SEE CONSTRUCTED ACCORDING TO THE APPROVED SUBDIVISION CONSTRUCTION PLANS AND A COPY OF THE FINANCIAL GUARANTEE FOR COMPLETION OF. REQUIRED IMPROVEMENTS SHALL BE FILED WITH THE CITY ENGINEER BEFORE SUCH PLAT SHALL. BE RECORDED. FINANCIAL GUARANTEE: UNLESS ALL. REQUIRED IMPROVEMENTS HAVE BEEN SATISFACTORILY COMPLETED, AN ACCEPTABLE FINANCIAL GUARANTEE FOR REQUIRED IMPROVEMENTS SHALL ACCOMPANY EVERY PLAT WHICH IS TO BE RECORDED TO ENSURE THE ACTUAL SATISFACTORY COMPLETION OF CONSTRUCTION OF ALL REQUIRED IMPROVEMENTS WITHIN NOT MORE THAN TWO YEARS FOLLOWING THE DATE OF THE RECORDING, OR ONE YEAR IF SIDEWALKS ARE THE ONLY REQUIRED IMPROVEMENT TO BE COMPLETED FOLLOWING THE DATE OF RECORDING AN ACCEPTABLE FINANCIAL GUARANTEE FOR REQUIRED IMPROVEMENTS SHALL BE IN AN AMOUNT NOT LESS THAN THE ESTIMATED COST OF THE IMPROVEMENTS, AS APPROVED BY THE' CITY ENGINEER, AND MAY BE REQUIRED TO BE INCREASED IF THE CITY ENGINEER DETERMINES IT APPROPRIATE AND MAY BE REDUCED FROM TIME TO TIME IN PROPORTION TO THE WORK COMPLETED, AND MAY TAKE ONE OF THE FOLLOWING FORMS, SUBJECT TO THE. APPROVAL OF THE CITY ENGINEER AND THE CITY ATTORNEY; CASH, TO BE HELD IN A SEPARATE ESCROW ACCOUNT BY THE CITY; OR AN IRREVOCABLE LETTER OF CREDiT'WRITTEN BY A BANK CHARTERED BY THE SATE, THE UNITED STATES GOVERNMENT, OR ANY OTHER STATE OF THE UNITED STATES IF THE BANK IS AUTHORIZED TO DO BUSINESS IN THE STATE OF FLORIDA, AND ACCEPTABLE TO THE CITY MANAGER. THE LETTER OF CREDIT SHALL INCLUDE AMONG OTHER THINGS, AN EXPIRATION DATE NOT EARLIER THAN ONE YEAR FROM THE DATE OF ISSUANCE; A PROVISION REQUIRING THE ISSUER OF THE LETTER OF CREDIT TO GIVE AT LEAST 30 DAYS WRITTEN NOTICE TO THE CITY PRIOR TO EXPIRATION OR RENEWAL OF THE LETTER; AND A PROVISION THAT THE LETTER IS AUTOMATICALLY RENEWED FOR A PERIOD OF TIME EQUALING ITS ORIGINAL TERM OF THE REQUIRED N ICE IS NOT GIVEN; OR A $URETY BOND ISSUED BY A SURETY COMPANY AUTHORIZED TO DO BUSINESS IN THE'STATE. THE SURETY BOND SHALL INCLUDE, AS A MINIMUM, THE PROVISION REQUIRED FOR LETTERS OF CREDIT. mil J APR o 8 2005 CITY OF mS.,pW ng a*pftnantl I*UaWon p tdevefopment rev%wlPlat Appravai Application . 9-Z3- M3.doc FROM :CityOfClearwater-Plan Depo FAX NO. :727 562 4865 epr. 06 2005 02:31PM P1 AFTER A FINAL PLAT HAS BEEN APPROVED, THREE PRINTS OF AS-BUILT DRAWINGS SHOWING THE IMPROVEMENTS THAT HAVE BEE CONSTRUCTED ACCORDING TO THE APPROVED SUBDIVISION CONSTRUCTION PLANS AND A COPY OF THE FINANCIAL GUARANTEE FOR COMPLETION OF REQUIRED IMPROVEMENTS SHALL BE FILED WITH THE CITY ENGINEER BEFORE SUCH PLAT SHALL BE RECORDED. FINANCIAL GUARANTEE: UNLESS ALL REQUIRED IMPROVEMENTS HAVE BEEN SATISFACTORILY COMPLETED, AN ACCEPTABLE FINANCIAL GUARANTEE FOR REQUIRED IMPROVEMENTS SHALL ACCOMPANY EVERY PLAT WHICH IS TO BE RECMOVEMENTS ED To ENSURE THE ACTUAL. SATISFACTORY COMPLETION OF CONSTRUCTION OF ALL REQUIRED WITHIN NOT MORE THAN TWO YEARS FOLLOWING THE DATE OF THE RECORDING, OR ONE YEAR IF SIDEWALKS ARE THE ONLY REQUIRED IMPROVEMENT TO BE COMPLETED FOLLOWING THE DATE OF RECORDING. AN ACCEPTABLE FINANCIAL GUARANTEE FOR REQUIRED IMPROVEMENTS SHALL, BE IN AN AMOUNT NOT LESS THAN THE ESTIMATED COST OF THE IMPROVEMENTS, AS APPROVED BY THE CITY ENGINEER, AND MAY BE REQUIRED TO BE INCREASED IF THE CITY ENGINEER DETERMINES IT APPROPRIATE AND MAY BE REDUCED FROM TIME TO TIME IN PROPORTION TO THE WORK COMPLETED, AND MAY TAKE ONE OF THE FOLLOWING FORMS, SUBJECT TO THE APPROVAL OF THE CITY ENGINEER AND THE CITY ATTORNEY; CASH, TO BE HELD IN A SEPARATE ESCROW ACCOUNT BY THE CITY; OR AN IRREVOCABLE LETTER OF CREDIT WRITTEN BY A BANK CHARTERED BY THE SATE, THE UNITED STATES GOVERNMENT, OR ANY OTHER STATE OF THE UNITED STATES IF THE BANK IS AUTHORIZED TO DO BUSINESS IN THE STATE OF FLORIDA, AND ACCEPTABLE TO THE CITY MANAGER. THE LETTER OF CREDIT SHALL, INCLUDE AMONG OTHER THINGS, AN EXPIRATION DATE NOT EARLIER THAN ONE YEAR FROM THE DATE OF ISSUANCE; A PROVISION REQUIRING THE ISSUER OF THE LETTER OF CREDIT TO GIVE AT LEAST 30 DAYS WRITTEN NOTICE TO THE CITY PRIOR TO EXPIRATION OR RENEWAL OF THE LETTER; AND A PROVISION THAT THE LETTER IS AUTOMATICALLY RENEWED FOR A PERIOD OF TIME EQUALING ITS ORIGINAL. TERM OF THE REQUIRED NOT-.CE IS NOT GIVEN; OR k? A SURETY BOND ISSUED BY A SURETY COMPANY AUTHORIZED TO DO BUSINESS IN THE STATE. THE SURETY BOND SHALL INCLUDE, AS A MINIMUM, THE PROVISION REQUIRED FOR LETTERS OF CREDIT. APR 0 8 2005 'SDI, 1%T101 ENT y CITYOF try "?.Z.;';'TZR ORIGINAL SAPlarming I"rtrnertliApplic0lon Formgldeveloptni Mt raviewXPlat Approval Applieation . 8-23-2OW.doc i O f ^{ Planning and Development Services 100 South Myrtle Avenue Clearwater, Florida 33756 MAY 12 2005 1- O SUBMIT ORIGINAL SIGNED _....--.,t I i^e O SUBMIT 1 COPY OF THE ORIGINAL XE #: D RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: ZONINGA LAND USE CLASSIFICATION OF ADJACENT PROPERTIES: NORTH: / . vSOUTH: ?_ J Ar'K T: / R?.Ip`??A ,1??r3 COMPREHENSIVE LANDSCAPE PROGRAM REQUIREMENTS (Revised 9/19/2001) D. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 41001) APPLICANT NAME: Da f e'- l MAILING ADDRESS: ?? rYti"r1e,- C? (DA- GCS r? .? P r- \= l ???-7 CD I PHONE NUMBER: '19--) - -1 L9 to - ( u (Q,9 FAX NUMBER: `10--) -1 S (-Q - LA (?" 3 G PROPERTY OWNER(S): "C?r' Cd r (Must Include ALL owners) r'-1 L l . - r AGENT NAME: (Contact Person) - ?r Ca?MCIr ? . E . MAILING ADDRESS: rJ u y ??`m??'? PHONE NUMBER: 7,(Z-) ,(Z-) - `l': ? - (-I Lj'2 k'-k FAX NUMBER: -l 6-1 --l --S l - The landscaping requirements of Article 3 Division 12 may be waived or modified as a part of a Level One or Level Two Approval, as the case may be, if the application for development approval includes a Comprehensive Landscape Program, which satisfies the following criteria. The use of landscape plans; sections/elevations, renderings and perspectives may be necessary as supplementary information in addition to the information provided on this worksheet: 1. Architectural Theme. a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. The Landscape is in concert with the local development maximizing Landscape treatment and enhancing architectural themes. Page 1 of 3 0 OR b. The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. The Landscape treatment has been maximized on the property without jeopardizing drainage patterns, underground or overhead utilities, and the function of the building. 2. Lighting. Any lighting proposed as a part of a Comprehensive Landscape Program is automatically controlled so that the lighting is turned off when the business is closed. Lighting will be controlled to be respectful of neighboring properties. ORIGINAL 3. Community Character. The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. Landscape treatment is designed to give years of benefits without the disruption of building function, drainage and utilities. APR 0 8 2005 CHY 01r" Page 2 of 3 4. Property Values. The landsc0treatment proposed in the Comprehenseandscape Program wilt have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. The Landscape treatment will benefit value by providing aesthetically pleasing views while providing climate control ` for building and parking areas. 5. Special Area or Scenic Corridor Plan. The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. Please return checklist for review and verification. g is true and correct 6. That (1/we), the undersigned authority, hereby certify that the ? ibregqLn Prope Owner Property Owner STATE OF FLORIDA, COZ3NTY OF PMLLAS Before me the undersigned. an officer duly commissioned by the laws of the State of Florida. day of on this (90b6 personally appeared 1 -1" who having been first duly sw Deposes and says that he/she fully understands the contents of the affidavit that helshe igned. My Commission Expires: .._,.. __ SARAH WOOLFORD ry Publics I MY CAMMISSION # DD 297195 EXPIRES: March 8, 2008 AL,°4J? gorged Thw NderyPubAc UnAenvr 1ere S: application forms/development review/comprehensive landscape program application.doc LI . JJ ORIGINAL APR U 8 2005 Page 3 of 3 MY C i' C GENERAL LANDSCAPE NOTES ?? I, wrr ar.r YMlrrn«w«N.ertryree.rwd.+rlrYw a L NNI.rY4..Ybnawrlewr44aiWl+w. a m!! awo * rY Y?.IWfY11+Ww'ad?rM?r+rwY?rr..w.ewrrr..u.lr.?'adr+ws.".d..e: -WT 11-77 ErI.Id?Ip+Nr.a? 0. Nir+w./?i1bWl+blywlNl,.GdeJarvrm?ra'r?M ? 1 7. 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ICOa. t 20 Ia N..ID.p.. 2 lfr aL a^4r E `?. Lr f LANDSCAPB r014 ? + + aad, 2.4'taa24'.p. as as ?? J? x, ARCHITECTS P 4V OrIPS xryr.Pe I- o.6 10Ir.. 9.p.. 211r..L end. ?; j wa Nw+Id.+Ne%uMw Ol-fir ee IohL,,.F. lao.a (/?\) ; J '?e3rr 4 .p, as o.a V i .` 1 j y r'-Jx W M R.rlckil..dlC. Y.ilol ll..v- ayl.. WNL. le 29 99 9/rwwlr. Wdlr 3 y1.2WW 24•.p. W- I St abmtr nMlr 9N dfLr.dn. 7 ..9a.aa o.W. ` i' " 7 lrr.we.+rr. '?f ` . - 7 j retb.u2 14 M 9A.1 NMto c wa. ra. Cf. a Ilafed on p1m e.n. la aL i / e_ o ?? r tb1o.+AtlrYPY 49 TN TNNdapwnr+nvad.. Vn.Cod dr.t.Jnmro aal., Ir ha. IC.p. w em 9D TJN TNdNlp.pe.P.. u.OO+I Fena/ Dadcolfap..m J.e.n. I sl. vw.1r M• Iea.a r + `,l Lr1 j an0.15C1 170 v0 va.... a ada.darl..l 9..* 01 a o -L. 24' hL.24' W. as P.a r.? f /f sraLr I 92 b V"urwe.lrpw+l 9.IaPrrvt.n..a a 2 mu a1.2,PW 24'.p, W- ?? j .u scale 1' r 20'-0' 2.n, brMro.. prdrar ?.tn r yl., aa.9a y oa _ ?- i : i 1 ? rJ E ORIGINAL SUNSET POINT TOWNHOMES SITE DATA CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA Mao - IODI1 - 1EDIIN Iq1 0F1B1Y RESOOIIPL LAND UM PROPOSE 40 ", LWIT QM•3o Uw-27 AMIS ALIDWAILE PARCEL D 4- 02-2E-15-1007!-GOD-0001) 6 0070 KM AREAL ACRITS Mw w ?lE 1),(I Spfpp 13 2 71)0' VMS" LOT 110111 ,00' - LEVEL 2 0M ADD CEWLANDu® NORM - SUIEET POSIT ROAD - ROR W MULTI FANNY FEW04K 5437 - KOM Hamm - AM BLLDM 0YIM L1RD P OYM FROIIT - 15-28' 25' AD'S WAR KIAP - IO-Iw td IS, ALLMI&E STROM M. - 30-30' wx PROPCKD DURON1) M. 20' 2 STORY N1lDE0 XfM%FW NOPOOII 2V 4 101 ii COSTS" INALMIGS 0 AC OM AC /NRAENRfl 00AC 02M AC AO 000.1 M OPOSPACE 0215 AC O J07 AC FLOCCIZONB PAIEL NO. 221030 0000 06 WP 0%3/03 BASE FLOW ELEVR7ON - 12JO RE70ME2O ID NAw OF INS 7RANBPORrAMON FACT FEB 10 LMIE R $1.400/AMY - S140w UMJ1Y PFOIRIOM POTABLE SAM SOMCE 70 BE PR MCM ey CITY OF CLEAIRINIM SAMOAN San SERYM 70 K PRdOED R/ CITY OF CIFAR019M ELII715C SOIVR 70 K PROAOED BY PRODRE76 DOW PARIMRB01a1 WENM ,Iwn FALLY - 10' SPACES POI AMT TOTAL REDIARM - ,S SPACES TOTAL PRWINTO QWAOES. m N ODSPAM 20 N AM AYS YWON A STAI! SUIV6YED, NO. ODIG OLD COINIY ROAD. N0 S/ M M RfJEYo, HDRD4 31053 (727) esI-RU B101E$? IOY??IAMASMM=7E0. E4 s,ee4 uE ,E RDRIII PhA2W WA FLORK14. 34004 KRASMAN AND ASSOCIATES, INC. MW US V NORTH A PALM HAABOIF>< FL 34884 PH 0127) 7874884 FAX (7279 M-000 Ea # 251iB?? WARNING CONIFACTOR TO CALL'WMNE SIAIE 0E OW 1-ODO-432-4770 40 HOURS PIUOR M ANY CLEARED 0A OWIST UCTON FOR 00SIN0 UMY LOCA70R6 JALL OFSDN AID OONSTALX'IO11 U13f COMM 10 IRE E.Lo ?'AA C?A.'-?' DRAWING INDEX 91gr TITLE Y Bog 11L NMEB EMMOONDInOW 4 PFELMORY PLAT ORAL OCNIROL s 7 CIETALS R "T' N N07M S 9 LA k2l RECEIVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER CATS REVISED +0-0 VEDW NCL CONSTRUCT10N PLANS SECTION 2, TOWNSHIP 29 SOUTH, RANG 15 EAST PARCEL ID 02-29-15-10926-000-0960 + 0970 LEGAL DESCRIPTION LOCATION MAP ... _.. ?... ..bra c T-` A A a ;8 ? Y' nN _s 'SW . .y- egr a ' d ? ?.. nu..wn F .471 . m.e 4 U!w. aj.:.omh :!w., VICINITY MAP PFEPAFED FOR Gulfblue Development, Inc. 2758 Sumlerdele Drive Clearwater, FL 33761 PH (727) 726-e= FAX (727) 7284832 PREPARED BY ORIGINAL I= 4 Q dim 4C Um"T m y i OBAPW BCC (tOw) I tA?? • M", Imm 0 1C OOOIM ON 7= - tII 1{1A10) OOOIM MW V" - m amen O or DOWU A ME UM - = N=aW A WU LNFIm 'IRRf { 3 1tM1! tTNtm f ARO?[ M OROUD MOY / YOI 1ERE, 'O?Il t J itARt IfAlltm Y NOME M t10UD MOY 1 YAIi 7tM( X OMOIM MU TO K NUMM RECmVED PLANNING DEPARTMENT CITY OF QFARWATFp SPRING LANE Od RIdt_w_my E N 10 16 G1lrm la 576) 'W `" IV - _-p 4 - WAIL- I EXISTING CONDITIONS ORIGINAL YQT f1/p Q QCTIpIlLf-1 _ _ I SUNSET POINT ROAD (CO)NTY ROAD No. 576) LIK OF M UWM= f lie Q Z=llm 1A75 GRAPlIW SCAIR (ifs) f YL.? L I COMMON AREAI 6 I DRAINAGE, ACCESS & a UIILFY EASEMENT I QC URATM AR a ?s I ? ?? r I I II'1 -II 1011„ I I I I F? Tu I LOTt I LOT2 1 LOTS I LOT4 11 (1 LOTS ' LOTS IL 7OT7 ' bb LOTS (LOTS LOT10 1 I I I I 1 I- -L -I- L -I- ? -I- -L -I- J fD iT71T GLi erm e70°„.sfw - I I U S7aT G L i 1) i74Y G L AW1 T MNOf9ff ? 1 1 f U tlO7-- i ? I I RECEIVED MAY 12 2005 SPRING LANE fa Inert_ff I y PLANNING DEPARTMENT CITY OF CLEARWATER Ir I PRELIMINARY PLAT ? °s eR W 4 a ORIGINAL ' 71.Q ?fiM 1311 nw W" n1e1 1 Y1?.¦ • SYVM umm ;'111 MOM 015 11" - t? MIg1LD 1C1 OOOIO PALM l - M 9MVAm O 101 OOI010 A POE 702 - @ MM/Ota A 105 AASOID 'IK ¦ S 1¦SP¦ MLMKM C M M 00¦M FApY 1 IA151 M11P5[ '"WW ¦ S 1PA¦¦0 s' MOVE 10: 15155. QMXW FM 1 1M¦ 7¦Mk X EOOU 702 10 K ¦¦¦m LEGEND WAN= r¦»M - PMMM PAYOOR . AOPOMM M WXAT P¦iom Y[ - - - SUL M LEM <1iD10< ?T P1Ot® SA¦ MY ml • laraz P1va¦n WK 102 10 M FAMOM MAY i z rwo CWf PLMIYIIVG DEPAWME?T OF CLEARWA7M [Ad HORIZONTAL CONTROL U dR W 5 a GRIGINAI . ppMllA 1 gwl I. 1 t 1 il"rx: R::!'. a I'll m 11E r..MEi roc. t1n rnE POINT RGAD COUNTY ROAD Nf). 31 _ Iw pR-W-.AY N SIK or M /Oar F!f•t3 ?.0, i,MC11K -? EX .w. PPE ,r SUMM - -- GRAPME Be= f¦lel Ole. .EMIMFf all "a sm pomp ` ` tO OO... IMW ME - SME 9=90 of I I ?? h y `? , gc U.EA„m M A II= wom_M i E,.AM K VMAM .7-- Z.3 TRUM I= TA=4E IM lIMMMX ;?6 II III X D-oc= na m K mwm ' I II IR LEGEND I B DG B II11 BLDG A - = G F Y2 I I OFF &0 A.vo®..o.. i P..o.a PAM.OII x I ¦¦ . _ __ gW - P.nmla ml y MUN ?. ??..// aipppp - - - iE,.1« umrm y`1) imif Gii ..'?Y lfli! fq Epp SLNMM ?--? - nvoim iwwn m 1 M Ma ICI {? POOR= wkimm Mw p.. it MK U SIaY G i t 11) if4f Gii / ? ? lp MIKE in a MOM 11 1MV. O.. 111 2 Cp.ELf ?j ??• ? If Q }i f U iiA'/ G i i MY(701, INV -1. M i C P[ 1 W7.EYE.i1EM 11. pp M. R I1. It Y °p[ A° "IIpIIE Ofi1R M A im s offe- .m MM+U.I WV M : M7 III mix t g .M? MIN MULL. lu. 1Y11 n Q+A?, nom- ,.m • R? 1?yyp?L "a3 .IV LL - ms, . .,,Ft .MAi. PIi.O flpOl, LLEYAIgI m E m? GEVA,o...., AAL LLH1M[ 11Gp1 Q A.tl.IFCi.4L P1A1. MM FEAOT Film f100R FIEMIIOLL SPRING LANE RECEVED P SITE PLAN CITY OF CLEARWATER W 0.? oIo ? m LL. N (q}?V ? a C 3 Q ? ? RO F W i nR W 7-p ORIGINAL TDrOMW a.WW mm sm" TIP rrw.?/ av.r.rw/ r ,m N'J7.ELTm1 In cme"ml BLw ffr DE% ??em IT T? VY. /RLBl? T1TLL Dac ?vn yr rr r ims d? TYPICAL FIRE HYDRANT SETTING mM rr MrY? ? M rr. A , w0 v.r rar n.r. rr O rba e• r rr rr irw- .rwr .... rxsRsr ?..?.r?..?M rrrr CILDRINATUTN TAP L1?iirwr rr Yr r.rr.. re.wr r.r 3m rr• rrr YC>Y.Lb I CLEANONT DETAIL 4 / •iae? to ar w.m T7 0--111- 4 N - 3 CLEANDUT PLUG DETAIL m a vr.... n. r r y ? _s awn @C. N> ?mi Aloft gm BAIMMNMIK- RE"EVED gar ? ?CtGL?:1:.;.i•T1p1" DETAILS k a n z o z x ru R0. 0.0 Fgggg> Z ? oh C1 0. W a t7 vi sit eR 7 a CITY OF CLEARWATER ORIGINAL I `r ?I w MUM A•iA us I O ?i w EiBfiT10N S•6 ru 0 wrps4s"1'I ,I n A ??'ca Tax-- aawrsr? TYPMAL FMAD OWnDN aN PRCPMW n. RKIQ Iw .. wTa rK ra 1?. MR PAVEMOU TRAlB11gN ru com ru o ?o e`6e?at?it? ?immrtrm •i?n, raa tall r n olcwa !?g! M ?ADEWALK ru ???r•?fin ?.ti d?ti aarr.r r w adaa ?? wal?t.wNll?rrrrrr?y l.•W!•I?Va ?NOff?'?.II IYIE! Slli fFME M??rYPt A ??ar ?_Y B fro ??r Alai --rrwv. Ja' zntbw I I I?Id?S i KM wry I I Ir..... ?? ??? IPw wwI ? 6 ?lawP ??•A Dort v? ?. a?llao: Iran a wwoort wrrs +. marrz rrrrurt Imw.orir a MMIO Tom.. W WOM M[ KKK L f?AN OP PAVEiB1? CIJfB rrt ?I r I SECTM 0-c i CM AND GUrM TYPE A • N[AOEi1 CU! flo.nl r? 1 1• Tlat ?"srrao .Inca { BLAi A OK0 MAL "rr^III r I1= 7 F -I r E C rj= Ir ?YED imnlL DETAILS MUM Ianr ?? InO A r A M r L • \i ? I ? r•V PP Prllr?YllCrar • rrr? Ilrr/ rwt r W ?. V EIdN VEV VAURY SnTM A TRMMMM w v vi F Q 0 Q Q 0.' x R? V6 s sR t g a CITY OF CLEARWATER Water Management District An Equal Bartow Service Office Lecanto Service Office Watson L. Haynes 11 Chair, Pinellas Heidi B. McCree Vice Chair, Hillsborough Judith C. Whitehead Secretary, Hernando Talmadge G. "Jerry" Rice Treasurer, Pasco Edward W. Chance Manatee Thomas G. Dabney Sarasota Maggie N. Dominguez Hillsborough Ronnie E. Duncan Pinellas Ronald C. Johnson Polk Janet D. Kovach Hillsborough Patsy C. Symons Desoto David L. Moore Executive Director Gene A. Heath Assistant Executive Director William S. Bilenky General Counsel ?. - . Southwest Florida Opportunity 170 Century Boulevard 3600 West Sovereign Path Employer Bartow, Florida 33830-7700 Suite 226 (863) 5341448 or Lecanto, Florida 34461-8070 1-800-492-7862 (FL only) (352) 527-8131 SUNCOM 572-6200 SUNCOM 667-3271 March 24, 2005 I ? RDECEMD Dave Smart MAR Z tj 2005 Sunset-King, LLC 2758 Summerdale Drive pLNNINGDEPARTMENT Clearwater, FL 33761 CITY OF CLEpRWATER Subject: Notice of Final Agency Action for Approval ERP General for Minor Systems Permit No. 46028475.000 Project Name: Sunset Point Townhomes County: Pinellas ONAL Sec/Twp/Rge: 02/29S/15E OR Dear Mr. Smart: This letter constitutes notice of Final Agency Action for approval of the permit referenced above. Final approval is contingent upon no objection to the District's action being received by the District within the time frames described below. You or any person whose substantial interests are affected by the District's action regarding a permit may request an administrative hearing in accordance with Sections 120.569 and 120.57, Florida Statute (F.S.), and Chapter 28-106, Florida Administrative Code (F.A.C.), of the Uniform Rules of Procedure. A request for hearing must: (1) explain how the substantial interests of each person requesting the hearing will be affected by the District's action, or proposed action, (2) state all material facts disputed by the person requesting the hearing or state that there. are no disputed facts, and (3) otherwise comply with Chapter 28-106, F.A.C. Copies of Sections 28-106.201 and 28-106.301, F.A.C. are enclosed for your reference. A request for hearing must be filed with (received by) the Agency Clerk of the District at the District's Brooksville address within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the date on which this notice is deposited in the United States mail. Failure to file a request for hearing within this time period shall constitute a waiver of any right you or such person may have to request a hearing under Sections 120.569 and 120.57, F.S. Mediation pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the District's action in this matter is not available prior to the filing of a request for hearing. Enclosed is a "Noticing Packet" that provides information regarding the District Rule 40D-1.1010, F.A.C., which addresses the notification of persons whose substantial interests may be affected by the District's action in this matter. The packet contains guidelines on how to provide notice of the District's action, and a notice that you may use. The enclosed approved construction plans are part of the permit, and construction must be in accordance with these plans. 2379 Broad Street, Brooksville, Florida 34604-6899 (352) 796-7211 or 1-800-423-1476 (FL only) SUNCOM 628-4150 TDD only 1-800-231-6103 (FL only) On the Internet at: WaterMatters.org Sarasota Service Office 6750 Fruitville Road Sarasota, Florida 34240.9711 (941) 377-3722 or 1-800-320-3503 (FL only) SUNCOM 531-6900 Tampa Service Office 7601 Highway 301 North Tampa, Florida 33637-6759 (813) 985-7481 or 1-800-836-0797 (FL only) SUNCOM 578-2070 Permit No.: 46028475.000 Page 2 March 24, 2005 If you have questions concerning the permit, please contact Richard H. Neidert, at the Tampa Service Office, extension 2019. For assistance with environmental concerns, please contact Alberto J. Martinez, P.W.S., extension 2007. Sincerely, Alba E. Mas, P.E., Director Tampa Regulation Department AEM:RHN:Ipw Enclosures: Approved Permit w/Conditions Attached Approved Construction Drawings Statement of Completion Notice of Authorization to Commence Construction Noticing Packet (42.00-039) Sections 28-106.201 and 28-106.301, F.A.C. cc/enc: File of Record 46028475.000 Bret Krasman, Krasman and Associates, Inc. RECEINED MAR 2 b 2005 PLANNING DEPARTMENT CITY OF CLEARWATER ORIGINAL • SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE GENERAL FOR MINOR SURFACE WATER MANAGEMENT SYSTEMS PERMIT NO. 46028475.000 Expiration Date: March 24, 2010 Issue Date: March 24, 2005 This permit is issued under the provisions of Chapter 373, Florida Statutes (F.S.) and the Rules contained in Chapters 40D-4 and 40D-40, Florida Administrative Code (F.A.C.). The permit authorizes the Permittee to proceed with construction of a surface water management system in accordance with the information outlined herein and shown by the application, approved drawings, plans, specifications, and other documents, attached hereto and kept on file at the Southwest Florida Water Management District (District). Unless otherwise stated by permit specific condition, permit issuance constitutes certification of compliance with state water quality standards under Section 401 of the Clean Water Act, 33 U.S.C. 1341. All construction, operation and maintenance of the surface water management system authorized by this permit shall occur in compliance with Florida Statutes and Administrative Code and the conditions of this perm it. PROJECT NAME: Sunset Point Townhomes GRANTED TO: Sunset-King, LLC 2758 Summerdale Drive Clearwater, FL 33761 ABSTRACT: This permit is for the construction of a 10-unit townhome development and associated paved parking. Water quality treatment is to be provided through effluent filtration. OP. & MAINT. ENTITY: Sunset-King, LLC COUNTY: Pinellas ORIGINAL SEC/TWP/RGE: TOTAL ACRES OWNED OR UNDER CONTROL: PROJECT SIZE: LAND USE: DATE APPLICATION FILED: AMENDED DATE: SPECIFIC CONDITIONS 02/29S/1 5E 0.90 0.90 Acre Multi-family Residential February 24, 2005 N/A RECENED MAR 2 is 2005 PLp?NN1NG DEPARTMENT CITY OF C If the ownership of the project area covered by the subject permit is divided, with someone other than the Permittee becoming the owner of part of the project area, this permit shall terminate, pursuant to Section 40D-1.6105, F.A.C. In such situations, each land owner shall obtain a permit (which may be a modification of this permit) for the land owned by that person. This condition shall not apply to the division and sale of lots or units in residential subdivisions or condominiums. Permit No.: 46028475.000 Page 2 ORIIINALMarch 24, 2005 2. Unless specified otherwise herein, two copies of all informati r u' is permit shall be submitted to: ? r o? ??11 Tampa Regulation Department Southwest Florida Water Management District MAR 2 tS 2005 7601 U.S. Highway 301 North Tampa, FL 33637-6759 PLANNING DEPARTMENT The permit number, title of report or information and event (for F®5 G kE ARWWWation submittal) shall be identified on all information and reports submitted. 3. The Permittee shall retain the design engineer, or other professional engineer registered in Florida, to conduct on-site observations of construction and assist with the as-built certification requirements of this project. The Permittee shall inform the District in writing of the name, address and phone number of the professional engineer so employed. This information shall be submitted prior to construction. 4. Within 30 days after completion of construction of the permitted activity, the Permittee shall submit to the Tampa Service Office a written statement of completion and certification by a registered professional engineer or other appropriate individual as authorized by law, utilizing the required Statement of Completion and Request for Transfer to Operation Entity form identified in Chapter 40D-1.659, F.A.C., and signed, dated and sealed as-built drawings. The as-built drawings shall identify any deviations from the approved construction drawings. 5. The District reserves the right, upon prior notice to the Permittee, to conduct on-site research to assess the pollutant removal efficiency of the surface water management system. The Permittee may be required to cooperate in this regard by allowing on-site access by District representatives, by allowing the installation and operation of testing and monitoring equipment, and by allowing other assistance measures as needed on site. 6. Copies of the following documents in final form, as appropriate for the project, shall be submitted to the Tampa Regulation Department Service Office: a. homeowners, property owners, master association or condominium association articles of incorporation, and b. declaration of protective covenants, deed restrictions or declaration of condominium. The Permittee shall submit these documents either: (1) within 180 days after beginning construction or with the Statement of Completion and as-built construction plans if construction is completed prior to 180 days, or (2) prior to any lot or unit sales within the project served by the surface water management system, whichever occurs first. 7. The following language shall be included as part of the deed restrictions for each lot: "Each property owner within the subdivision at the time of construction of a building, residence, or structure shall comply with the construction plans for the surface water management system approved and on file with the Southwest Florida Water Management District (SWFWMD)." 8. The operation and maintenance entity shall submit inspection reports in the form required by the District, in accordance with the following schedule. For systems utilizing effluent filtration or exfiltration or systems utilizing effluent filtration or exfiltration and retention or wet detention, the inspections shall be performed 18 months after operation is authorized and every 18 months thereafter. • 0 Permit No.: 46028475.000 Page 3 March 24, 2005 9. Prior to installation of the filter media, the Permittee's contractor shall submit a certified test of the media to the Permittee's Professional Engineer and the District. The test shall address the following parameters: uniformity coefficient, effective grain size, sieve analysis, percent silts, clays and organic matter, and permeability testing (constant head). If testing indicates the actual permeability rate is less than the value specified in the permitted design, a permit modification will be required to lengthen the effluent filtration system. The Permittee shall also notify the Surface Water Regulation Manager, Tampa Regulation Department, at least 48 hours prior to commencement of construction of the effluent filtration system, so that District staff may observe this construction activity. 10. This permit is issued based upon the Permittee's certification that the surface water management system meets all applicable rules and specifications, including the Conditions for Issuance of Permits provided in Rule 40D-40.301(1), F.A.C. If at any time it is determined by the District that the Conditions for Issuance have not been met, upon written notice by the District, the Permittee shall obtain a permit modification and perform any construction necessary thereunder to correct any deficiencies in the system design or construction to meet District rule criteria. The Permittee is advised that the correction of deficiencies may require re-construction of the surface water management system. GENERAL CONDITIONS 1. The general conditions attached hereto as Exhibit "A" are hereby incorporated into this permit by reference and the Permittee shall comply with them. Authorized Signature ORIGINAL RECEIVED MAR 2 u 2005 ENT Cjjy OF CLEARWAlER COVER MEET 1 2 GENERAL NOTES 3 EXISTING CONDITIONS 4 PRELIMINARY PLAT 5 HORIZONTAL CONTROL 6 SITE PLAN 7 DETAILS $ LADETAILS NDSCAPE + IRRIGATION NOTES 9 10 LANDSCAPE PLAN pERMrME SHALL WMFY IN WRMNIG ' ' MENT T THE TAMPA REGULATION DEPAR NAL SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT, WHEN CONSTRUCTION BEGINS. ORIGI SOUTHWEST FLORIDAWATER MANAGEMENT DISTRICT PERMITTED CONSTRUCTION ':Rf V+',NGS 462847 5 000 o E RECEIVED ESTF(???o _ qH 9+ £® MAR 2 o 2005 L PLANNING DEPARTMENT ti ?Pq q? Dis+?? ? ' CITY OF CLEARWATER DATE: 2-211105 JOB NO. 050.24 a I p LE ?? MAR 7 s 2005 CIIYOFCLEARW TER VC unse oint Townhomes Standard General Environmental Resource Permit for Minor Systems CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA Prepared For: Gulfblue Development, Inc. 2758 Summerdale Drive Clearwater, Florida 33761 Prepared By: D ?'? LJ lJ AKA PLANNING & DEVELOPMENT VC ITV nF rf FARWATFR KRASMAN & ASSOCIATES, INC. 31564 US Highway 19 N. Palm Harbor, FL 34684 Phone (727) 787-4684 Fax (727) 781-3345 February 2005 r ? L µ 0 0 Sunset Point 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 Sunset Point Townhome site located in the City of Clearwater, Pinellas County, Florida. The project is located on the southeast corner of Sunset Point Road and Kings Highway in Section 02, Township 29 South, Range 15 East and consists of the construction of 10 townhome units. The property is 0.895 acres MOL. II. Existing Topographic and Surface Drainage Patterns The topography of the site varies between elevations 23 to 19 feet NAVD 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 from generally from east to west with discharge to the existing Kings Highway Storm System. This system discharges under Kings Highway to a large roadside ditch parallel to Sunset Point Road. III. Description of Existing Cover The existing ground cover of the site consists of grasses. 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 - Myakka Complex. Urban Complex soils represent areas where heavy earth moving has previously occurred. 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. 0 0 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 # 12103C01 07G, Revised September 3, 2003. FEMA Flood Zone X represents areas outside the 500-Year Flood. VII. Stormwater Treatment Design Water quality treatment of the stormwater runoff from the proposed site will be accomplished in the in the proposed retention area located in the northwest corner of the site. The stormwater treatment system is designed to treat 1/2" of runoff from the entire site. Water quality treatment will be accomplished through effluent filtration. In addition to water quality the City of Clearwater requires the attenuation of the 25 year, 1 hour storm discharge to the pre-development rate. A discharge structure has been designed to meet the outflow restrictions. Sunset Point 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 LEGAL DESCRIPTION A PARCEL OF LAND LYING IN SECTION 2, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA. BEING FURTHER DESCRIBED AS FOLLOWS: LOTS B AND C OF BRENTWOOD ESTATES, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 59, PAGE 28 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. CONTAINING 0.895 ACRES MORE OR LESS. • VICINITY MAP • f f J T 0 rlr7,t"?`?}YL , 1 Y L . ? E:,rtt:fpti*i Rd E: .. 1. S +i L' 1 J 7 ? r G .q Ovary, afv(- C 4?m--h -?• Ga e rrcatt rt !?a . ?n v E? ?__?<< t t $ Gtr' '17 Ta r, a A 3 ! 9 0 LOCATION MAP ..,.__ pahm St 8t A..Wtiodla ur 7tr i vezdrae la Cif' N T, F _ State t ' 14- r+ rzj F r ' 4] t R e _ _ 'rrr?a? Otte Fkr'nolnt St j :R00 ft x ?? r a.'k IM e++? Q P? si (y ?q f tl k, 4e ? ? . Hcur't1ia7 jt Lei ... 25 G a- t 777 0 Joel t, --. Fairm m t t ?lr Sandi, Lai Unwt,od ?L,4' } SWFWMD Aerial Photo 31 321 t _.? I 1 5 ?^ 2 19 t ,. .r ? K E Y' MAP [gyp'`. NCiTE: ACCURACY: IT IS !N'T£NDED THAT Tli'S ?AAPPtt, CO,,AA lY r--, WIT 1j, S, NIATi0NAT M;AF 4CCURACY S l.. PiOV E",'ER, SUCH ACCUPA- CAP At4"OTHER LEVEi ,mot ACCURACY. ;S NOT GUAR..,NtEEDi 3'{ H7 S0JTt,V,'E5T j FLORIDA WATER i, ANAGEME'41' D; STPICT. t H E 1 A ?.D I f N E . N f O R JNt A d I 'v' N 3 .? `v'4'? r J ?'1 4 '.? '. C? LC .to;L D rq "; THE BEST AVAILABLE DATA ANID &-CES NOT NECESSARiTLY REPRESENT TRUE LANLI F t;NE OCATIC mot," DASH ED CONTOURS AND tINDE?t Nz-D tL£''.'A1I0it? INDtC4.TE STAINDtaRi3 4'EF,TI AL e. i ±kACY ^.tDUC> : J 4_ BY TREE COVER. <'}? THIS SHEET MAY NOT BE REPRtD UCED IN PART OR IN FULL, WITHOUT SPECIFIC APPROVAL OF THL St3Ei*HWEST FLORIDA WATER MANIAGEME.'14T O1 STRiCT, P,O. POX A57, SR0O SYILtE,Ft'3 !DA ?3517 3 COPYRIGHT BY SOUTHWEST EtC<RII3A WATER. I )OANAGEa ENT DISTRICT, ALL RIGHT: RESERVED. I G'ID S BASED ON FLORIDA STATE PLANE C?DOPDINAT SYSTEM, WEST ZONE. ELEVATIONS BASED ON 7C3Urt?T?7 1 (?1b .L SCALE I" DATE OF PHOTOGRAPHY IRATE OF MAPPING FEB. ^r",A???I I977 S0 T H W E S T FLORIDA WATER MANAGEMENT DISTRICT a PINLLIAS--ANCLOTE BASil,* i s YM l `? ( PNELLAS COUNY ,. A I P"ASE w, a r T'? R.?P£3'r Yv`5114 CNTCURS ,AERIAL SHEET No. 2- 29.-l5 io Geotechnical Information 4, hf-?, TIP PINELLAS ,9UNTY, FLORIDA NO. 11 0 • Z m r r D C7 O C Z T r IELLAS COUNTY, FLORIDA IL SURVEY DATA Dx e b d 0 B v v i t ........ 0 i i ........... N1NWV 0 1 0 FLORIDA AGRICULTURAL EXPERIMENT STATION SOIL LEGEND The first capital letter is the initial one of the soil name. A second capital letter, B or C, shovAs the slope. Most symbols without a slope letter are those of nearly level oils. SYMBOL }. NAME Ad Adam3ville fine sand AfB A6otulo fine sand, 0 to 5 percent slopes AfC ,4'statulo fine sand, 5 to 12 percent s lopes As Astatulo fine sand, moderately deep water table At Astor fine sand Au Astor soils Ch Chor lotte fine sand Co Coastal beaches Ed i EIred fine sand I'd i + Feldo fine sand Fe Felda fine sand, ponded Fh Fellowship loamy fine sand Im Immokalee fine sand Ma Made land Md Made land, sanitary fill Mn Manatee loamy fine sand My Myakka fine sand Ok 1 Okeechobee muck Om Oldsmar fine sand Or Orlando fine sand, wet variant Pa f -Irn Beach sand Pc Pamlico muck PdB Paola fine sand, 0 to 5 percent slopes Pf Pinellas fine sand Pn Placid fine sand Po Pomello fine sand Pp Pompano fine sand Ps Pompano fine sand, ponded Sp spoil banks StB St. Lucie fine sand, 0 to 5 percent slopes StC St. Lucie fine sand, 5 to 12 percent slopes Su ?t. Lucie fine sand, shell substratum Tc Terra Ceia muck, moderately deep variant Td Tidal marsh Ts Tidal swamp Ub lirban land Uc Urban land - Astatulo complex Uk Urban land - Immokalee complex Um Urban land - Myakka complex Up Urban land - Pomello complex Uw Urban land - Wobosso complex i Wo I Wabossofine sand We Wouchula fine sand 1 , Photobase from 1970 aerial photography. Positions of 5,000-foot grid ticks are approximate and based on the Florida coordinate system,.west zone. • 0 22 som SURVEY during fallow periods to prevent oxidation. Special Urban Land fertilization and management are needed for good crop growth. (Capability unit IIliv-5; woodland group 9) Tidal Marsh Tidal marsh (Td) consists of marshy areas slight above sea level that are mostly along the Anclote Riv Allen's Creek, and Cross Bayou, and in narrow stri adjacent to Tidal swamp. It differs from Tidal swa mainly in vegetative cover. Tidal marsh is saturated salt water or brackish water or inundated by tidal water but it is not subject to vigorous wave action. Stro concentrations of salt inhibit the growth of all vegetatio except salt-tolerant weeds, rushes, sedges, and a few sm scattered mangrove trees. This land type consists mainly of mineral soils, b many areas have an -organic surface layer as much 50 inches thick. Some areas have stratified mineral an organic materials, and some have a highly organic surfac layer over sand. Many areas have layers of sand mixe with shell fragments at varying depths. All areas ar 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 tide and is less wet; only patches of salt-tolerant grasses and succulents grow in these higher areas. Tidal marsh provides food, breeding grounds, and som some cover for many species of birds and a few animals. Sma creeks and streams in these areas are breeding grounds for numerous species of fish. (No capability classification; woodland group 9) Tidal Swamp Tidal swamp (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) Much of Pinellas County has been developed for 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 ly reworked soil material. Other parts have been leveled or er, shaped. Only small remnants of the original soils are inter- ps spersed with areas covered by buildings and pavement and mp areas of reworked soil material. In older residential areas by the proportion of undisturbed soil is larger. s, Where very little of the on inal soil remains' undis- ng turbed, the areas are mapped as Urban land. Where enough n remains to make identification of the original soil possible, ll a the areas are mapped as a complex of Urban land and the identified soil. ut ban land (Ub).-This land type consists of areas where the original soil has been modified through cutting, d ading, filling, and shaping or has been generally altered e for urban development. Major soil properties that orig- d inally limited urban uses have been overcome to an e acceptable extent. Urban facilities, including paved parking areas, streets, industrial buildings, houses, other structures, and underground utilities, have been con- s strutted 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. Il 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 (Uk).-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 W1" 0 0 PINELLA•S COUNTY, FLORIDA any mapped area. (No capability or woodland classifica- Urban land-Myakka complex (Um).-About 30 to 50 percent of this complex is Myakka fine sand, of which 15 to 30 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 build- ings, other structures, and pavement. Spoil materials from drainage canals and from street excavations have been used to fill low areas or spread on the surface of other soils. Included in mapping are small areas of Adamsville, Astatula, and Immokalee soils that make up no more than 15 percent of any mapped area. Small areas of Made land and small areas more than 75 percent of which are covered with urban facilities also are included. (No capability or woodland classification) rban land-Pomello complex (Up).-About 25 to 55 percent of this complex is Pomello soils, of which 10 to 25 percent has been modified by cutting, Trailing, and shaping. About 25 to 40 percent of this complex is Urban land that is covered with houses, industrial buildings, other structures, and pavement. Spoil material from grading and leveling operations has been used to fill low areas or has been spread over the surface of other soils. Included in mapping are small areas of Astatula fine sand, Immokalee fine sand, and Myakka fine sand that make up no more than 15 percent of any mapped area. As much as 75 percent of a few small areas is covered with structures and pavement. (No capability or wood- land classification) Urban land-Wabasso complex (Uw).-About 35 to 55 percent of this complex is Wabasso fine sand, of which 10 to 30 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 build- ings, other structures, and pavement. Spoil material from drainage canals and from street grading has been used to fill low areas or has been spread on the surface of other soils. Included in mapping are areas of Oldsmar fine sand that make up as "much as 15 percent of some mapped areas, and small areas of Pinellas fine .sand and Elred fine sand that make up about 5 percent. (No capability or woodland classification) Wabasso Series The Wabasso series consists of nearly level, poorly drained sandy soils that formed in beds of sandy and :loamy marine sediments. These soils are on broad low ,ridges in the flatwoods. Typically, the' surface layer is black fine sand about 5 inches thick. Below this is gray, loose, leached fine sand. E:about 22 inches thick. It has a few vertical streaks of very dark gray along root channels. The next layer is black, weakly cemented, very friable fine sand 5 inches thick. Next is dark-brown very friable fine sand that Vcontains fragments of black, weakly cemented fine sand. This is underlain by dark grayish-brown fine sandy clay foam mottled with olive brown; it is about 6 inches thick. elow this is coarsely mottled dark-brown, olive-brown, €and grayish-brown fine sandy loam about 6 inches thick. ?ght-gray sand mixed with shell fragments is between 23 depths of about 50 inches and 62 inches. Reaction is very strongly acid to a depth of about 27 inches, slightly acid between 27 and 32 inches, medium acid between 32 and 38 inches, slightly acid between 38 and 50 inches, and mildly alkaline below this depth. The water table normally is at a depth of about 25 inches. Wabasso soils have low available water capacity, low organic-matter content, and low natural fertility. Perme- ability is rapid to a depth of 27 inches, moderate between 27 and 50 inches, and rapid below this depth. Representative profile of Wabasso fine sand: A1-0 to 5 inches, black (10YR 2/1) fine sand; weak, fine, crumb structure; very friable; mixture of organic matter and light-gray sand grains; many fine and medium roots; very strongly acid; gradual, smooth boundary. A2=5 to 27 inches, gray (10YR 6/1) fine sand; single grain; loose; few fine and medium roots; few vertical streaks of very dark gray along root channels; very strongly acid; clear, smooth boundary, B2h-27 to 32 inches, black (5YR 2/1) fine sand; massive; firm; weakly cemented, crushes easily with slight pressure; sand grains well coated with organic matter; many fine and medium roots; few gray streaks along root channels; slightly acid; clear, smooth boundary. B3 & Bh-32 to 38 inches, dark-brown (7.5YR 3/2) fine sand; weak, fine, crumb structure; very friable; most sand grains coated with organic matter; common fine roots; weakly cemented; common fragments of black (5YR 2/1) along root channels; medium acid; gradual, smooth boundary. B'21t-38 to 44 inches, dark grayish-brown (10YR 4/2) fine sandy clay loam; common, medium and coarse, dis- tinct, olive-brown (2.5Y 4/4) mottles; moderate, medi- um, subangular blocky structure; firm; many fine and medium roots; sand grains are bridged and coated with clay; slightly acid; abrupt, smooth boundary. B'22t--44 to 50 inches, coarsely mottled, dark-brown (16YR 313), olive-brown (2.5Y 4/4), and grayish-brown (2.5Y 5/2) fine sandy loam; weak, moderate, subangular blocky structure; slightly sticky; common fine roots; sand grains are bridged and coated with clay; slightly acid; clear, wavy boundary. IIC-50 to 62 inches, light-gray (2.5Y 7/2) sand and shell fragments; single grain; loose; mildly alkaline; calcareous. The Al horizon ranges from dark gray to black and is 4 to 7 inches thick. The A2 horizon is gray to light-gray sand or fine sand and is 10 to 23 inches thick. Depth to the B2h horizon is 20 to 30 inches. This horizon is dark reddish-brown, dark-brown, or black sand or fine sand and is 4 to 12 inches thick. The Bh horizon ranges from slightly acid to very strongly acid. In many places a B3 & Bh horizon, 4 to 6 inches thick, is below the Bh horizon. It is dark-brown to dark grayish-brown sand and has black, weakly cemented nodules of sand scattered through it. The B'2t horizon occurs at depths of 29 to 40 inches. It is gray to dark grayish-brown and brownish-yellow sandy loam or sandy clay loam and is mottled with gray, olive, olive brown, grayish brown, brownish yellow, and strong brown. The lower part of the B'2t horizon is more strongly mottled and, in places, contains carbonate along root channels and light-gray to white secondary carbonate. material. The B't horizon ranges from medium acid to mildly alkaline. A IIC horizon of gray sand mixed with shell fragments occurs below the B'2t horizon, com- monly within a depth of 60 inches. In places the IIC horizon is as much as 15 feet thick. The water table is within a depth of 10 inches for 1 or 2 months during wet seasons. The rest of the }-ear it is at a depth of 10 to 40 inches. The Wabasso soils mapped in Pinellas County have a B horizon that is less acid than the range defined for the series. This difference does not appreciably affect use or management. Wabasso soils are associated with Astor, Elred, Felda, Mana: tee, Myakka, Oldsmar., and Pompano soils. They are not so poorly drained as Astor, Pompano, and Manatee soils. They have a Bh horizon that is lacking in Elred, Felda, and Pompano soils. They have a loamy Bt horizon that is lacking in Myakka Sunset Point Tovvnhomes - Preliminary Geotechnical Investigation Lab No. 170498 Aerial Photograph a • i a f p i , Y. } M Central Florida Testing Laboratories, Inc. 12625 - 40th Street North, Clearwater, FL 33762 Sunset Point Road Townhomes - Preliminary Geotechnical Investigation Lab No. 170498 Approximate Test Locations aJtFi£T FfliHT Rl?? <Cr,tlrv FpaD tb. 'dd) Lot Cr TIME MhW*zr IVa v zmM %n 00 2 i .? I t :6uttl tw9wn¢ Y -3 } VT-TH J r 4k W i -7; r IDf 'V 'L" .?^ 2r: 7J WC.M ; ,u B-1 13-2 - :SY S127ClGiL tU bfFE'r c. efa .. UyR?y@f, C41[}C 'Y ( [U ZRXf AAi ;; ? H.ff MlXi ? S £ e - I ' A ? r 'A • 9 L Central Florida Testing Laboratories, Inc. 12625 - 40th Street North, Clearwater, FL 33762 0 0 Sunset Point Tow ponies - Preliminary Geotechnical Investigation Lab No. 170498 NRCS Soils Map 1 S ' . 1. ? .f.. =.•.'.':': -?• `.J.'. r .1 _ 15::•::•::r S' :''•'':' '. • tel.'.. {. .:- SUNSET POINT TOWNHOMES _- Approximate Site Location . .... Um = Urban Land / No valid estimates can be made. f Central Florida Testing Laboratories, Inc. I 12625 - 40th Street North, Clearwater, FL 33762 Sunset Point Townhomes - Prelim• ?y Geotechnical Investigation Lctb No. 170498 Table 1- Pond Boring Summary Table BORING WATER EST. EST. NRCS NRCS DEPTH DEPTH OF NO. TABLE SHGWT DESIGNATION SHGWT TO SUITABLE DEPTH DEPTH DEPTH CLAY FILL (FT) (FEET) (FEET) (FEET) (FEET) 1 -4.5 -1.6 Urban Land None Provided 5.1 5.1 by NRCS 2 -4.6 -1.8 Urban Land None Provided 5.0 5.0 by NRCS 3 -4.3 -1.4 Urban Land None Provided 6.0 6.0 by NRCS 4 -4.4 ND* Urban Land None Provided >8.0 >8.0 by NRCS * Not Distinguishable I Central Florida Testing Laboratories, Inc. I 12625 - 40th Street North, Clearwater, FL 33762 LANE ty w z Areas m 3 SPRING LANE w w 3 5 THAMES LANE a a a Q ° m LL JOEL LANE SANDY AVE 0 J LU Z Q d R co Z o _ z Pinellas Cou6ty GROVE AE COURT V a? SYRAM W z a T OUTH Pinellas Cou U incorporat Areas 125139 iROLYN LANE APPROXIMATE SCALE 500 0 500 NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP PINELLAS COUNTY, FLORIDA AND INCORPORATED AREAS PANEL 101 OF 311 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: COMMUNITY NUMBER PANEL SUFFIX CiFIAWATER.CRY GF tMttO CVA G OUNEga. OIY OF 125(1? OMI G RNELIfS CPINrY 125':43 CW7 G NakC m liar: lAa MAP NUMBER - U- 1-,1 b. peat when d.cirp mev crvan: 1 a CCIA rry _BER +I- sbp:A] to un:E pn Imura?m .pphatim+ la C+0 aub}ccl cvmmunR+. MAP NUMBER 12103CO107G EFFECTIVE DATE: SEPTEMBER 3, 2003 Federal Emergency Management Agency This Is an official copy of a portion of the above referenced flood map. It '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 title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at,n v.msc. fema.gov 0 0 0 0 (1) 1" or 0.5" water quality treatment Sunset Point Townhomes ELEV. (ft- NGVD) AREA (Acres . CUMUL: 1/dLUIiIIE ac ft 19.00 0.056 0.000 19.50 0.077 0.033 20.00 0.116 0.082 20.50 0.148 0.148 20.50 0.000 0.148 21.00 0.000 0.148 (M UU1HLU UUNUI I IUN) .CONTRIBUTING QFt?A (acre) 0.895 WATER QUALITY (in) 0.50 TREATMENT' WATER C QUALITY (ac-ft) 0.037 VOLUME WATER QUALITY (ft NGVD) 19.54 ELEVATION [File] 2/18/2005 0 0 Sunset Point Townhomes MODIF IED RATIONAL METHOD * 25 year storm event " zone 6 Overland Flow = 60 minutes Curb Flow = 0 minutes Time of Concentration = 60 minutes PREDEVELOPMENT CONDITIONS Historical Peak Disharge --------> Q = C " I * A WEIGHTED "C" FACTOR = 0.220 INTENSITY (in/hr) = 3.7 in/hr AREA (acres) = 0.895 acres 0.73 cfs PROPOSED CONDITIONS "C" factor Impervious = 0.522 acres * 0.950 = 0.496 Pond = 0.077 acres * 1.000 = 0.077 Open Space = 0.296 acres * 0.200 = 0.059 0.895 acres WEIGHTED "C" = 0.706 PEAK STORM RELEASE RA INFALL INTENSIT FLOW RUNOFF FLOW REQ UIRED DURATION I Q =CIA VOLUME VOLUME STORAGE (min) (sec) (inlhr) cfs) (cf) (cf) (cf) (ac ft) 8 480 9.2 5.79 2777 351 2426 0.056 10 600 8.5 5.35 3209 439 2770 0.064 15 900 7.3 4.58 4126 659 3467 0.080 20 1200 6.4 4.07 4882 878 4004 0.092 25 1500 5.8 3.69 5528 1098 4430 , 0.102 30 1800 5.4 3.38 6091 1317 4774 0.110 35 2100 5.0 3.14 6591 1537 5054 0.116 40 2400 4.6 2.93 7038 1756 5282 0.121 45 2700 4.4 2.76 7442 1976 5467 0.125 50 3000 4.1 2.60 7810 2195 5615, 0.129 55 3300 3.9 2.47 8147 2415 5732 0.132 60 3600 3.7 2.35 8457 2634 5822 0.134 65 3900 3.5 2.24 8743 2854 5889 0.135 70 4200 3.4 2.14 9008 3073 5935 0.136 75 4500 3.3 2.06 9255 3293 5962 0.137 80 4800 3.1 1.98 9485 3512 5972 0.137 <- 85 5100 3.0 1.90 9700 3732 5968 0137 90 5400 2.9 1.83 9902 3951 5950 0.137 95 5700 2.8 1.77 10091 4171 5921 0.136 100 6000 2.7 1.71 10270 4390 5880, 0.135 25year 0 • Sunset Point Townhomes Volume/Stage Summary (MODIFIED C E.LEV.; AREA'.. C:UIVIUL; .......... (ft- :. ................. :. ............. VOLUME. : : NOVD . . Acres .. .... . . .. 19.00 0.056 0.000 19.50 0.077 0.033 20.00 0.116 0.082 20.50 0.148 0.148 20.50 0.148 0.148 20.50 0.148 0.148 UNUI I IUN) Stage vs. Storage 20.60 20.40 20.20 20.00 Y 19.80 d 19.60 cn 19.40 19.20 19.00 18.80- 0.000 0.020 0.040 0.060 0.080 0.100 0.120 0.140 0.160 Storage (ac-ft) -+-Series1 Stage storage 0 0 KRASMAN & ASSOCIATES, INC. POND DRAWDOWN ANALYSIS PROJECT: SUNSET POINT TOWNHOMES PROJECT NO.: 5024 VOLUME PROVIDED = BOTTOM OF SLOT ELEV. _ BOTTOM OF POND ELEV. _ UNDERDRAIN INVERT ELEV. _ K= LENGTH OF UNDERDRAIN = SIZE OF UNDERDRAIN = 1,612 C.F. 19.54 POND AREA (SF) = 19.00 POND AREA (SF) = 18.00 0.09 FT/MIN 14 FT 6 INCH 3,254 S.F. 2.424 S.F. ELEV. AVG. HEAD [NCR HEAD L (AVG) HG FILTER ARE FLOW POND AREA INCR VOL. [NCR TIME FT FT FT FT S.F. CFM S.F. C.F. MIN. 19.54 3,254. 1.22 0.14 2.75 0.44 22 0.88 425 484 19.41 3,047 1.09 0.14 2.75 0.40 22 0.78 397 508 19.27 2,839 . 0.95 0.14 2.75 0.35 22 0.69 369 539 19.14 2,632 0.82 0.14 2.75 0.30 22 0.59 341 580 19.00 2,424 TIME = 2,111 MINUTES TIME = 35.2 HOURS 0 0 Sunset Point Townhomes WEIR SIZING WORKSHEET 25-YR STORM EVENT DISCHARGE EQUATION: Q = C * L * (H^1.5) where Q = PEAK OUTFLOW (cfs) C = WEIR COEFFICIENT L = WEIR LENGTH (ft) H = FLOW DEPTH OVER WEIR CREST (ft) For a sharp-crested weir C = 3.33 25 YR WEIR 25-YR ::. WEIR BLEED OUTFALL C PEAK CREST : PEAK CREST DOWN` STRUCTURE STAGE : ELEVATION OUTFLOW ..:LENGTH : TIME NO.. ft NGVD)* (ft NGVD * (cfs) {ff} (tip) ... . 1 3.33 20.42 19.54 0.73 0.27 1.66 VOLUME AT 25-YR PEAK STAGE 0.137 AC-FT. VOLUME AT WEIR CREST ELEV. 0.037 AC-FT. Weirsiz2 Feb 22 05 04:00p p.2 WARRANTY DEED INDIVID. TO INDIVID. 2004412 This Instrument Prepared by and RETURN T0:1 EVELYN E. CARY Address: PINELLAS PARK TITLE COMPANY 5265 Park Boulevard Ste. 101 Pinellas Park. FL 33781-3451 Property Appraisers Parcel Identification (Folio) Number(s): 02/29/15/10926/000/0900 KARLEEN F. DE BLAKER, CLERK OF COURT PINELLAS COUNTY FLORIDA INST# 2004345967 0813012004 at 03:09 PM OFF REC BK: 13797 PG: 14084408 DocType:DEED RECORDING: $10.00 D DOC STAMP: $1926.00 SPACE ABOVE THIS LINE FOR RECORDING DATA This Warranty Deed Made the 27th day of August A.D. 2004 by RANDY F. LYONS A MARRIED MAN AND LINDA C. SCHWEMLEY F/K/A LINDA C. BRUBAKER A MARRIED WOMAN hereinafter called the grantor, to HAROLD BARIAN whose post office address is 504 LILLIAN DRIVE, MADEIRA BEACH, FL 33708 hereinafter called the grantee: (Wherever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) Witnesseth: That the grantor, for and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee all that certain land situate in Pinellas County, State of, viz: LOTS B AND C, BRENTWOOD ESTATES, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 59, PAGE 28, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA GRANTORS HEREBY WARRANT ABOVE IS NOT THEIR HOMESTEAD PROPERTY Subject To covenants, conditions, restrictions, reservations, limitations, easements and agreements of record, if any; taxes and assessments for the year 2004 and subsequent years; and to all applicable zoning ordinances and/or restrictions and prohibitions imposed by governmental authorities, if any, Together, with all the tenements, hereditament and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. Arid the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons. In WitnesS Whereof, the said grantor has signed and sealed these presents the day and year first above written. led, sealed and de 'vered in the erese a Of afore: QZ" wit ?-A 4 lgnatare Y F LYONS r 'na e: ELIZA E H RHOADE P.O. Address: r Signature: Signature LINDA C SCHWEMLEY Signature: P.O. Address: STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this 27th day of August, 2004 by RANDY F. LYONS A MARRIED MAN AND LINDA C. SCHWEMLE Y F1K,1A LINDA C. BRUBAKER A MARRIED WOMAN who produced PERSONALLY KNOWN as identification and who DID take an oath. SEAL l ;:'' ELl7_A9ETH ANNE RHOADES MMISSION # DD 245129 :es N1Y CO ?I :.. EXPIRES: September 15.2007 00ndadihroNataryPu61jeUrMerwrgers rtun, 4aNotublic, State and Cou ty Afores ture Prin Notary Signature My Commission Expires: Feb.02 05 01:14p 197264832 p.2 December 28, 2004 FLORIDA DEPARTMENT OF STATE Glenda E. Hood Secretary of State DAVID SMART GULF BLUE DEVELOPMENT, INC. 2758 SUMMERDALE DR. CLEARWATER, FL 33761 The Articles of Organization for SUNSET-KING LLC were filed on December 17, 2004, and assigned document number L•04000093645. Please refer to this number whenever corresponding with this office. In accordance with section 608.406(2), F.S., the name of this limited liability company is filed with the Department of State for public notice only and is granted without regard to any other name recorded with the Division of Corporations. The certification you requested is enclosed. A limited liability annual report/uniform business report will be due this office between January 1 and May 1 of the year following the calendar year of the file date. A Federal Employer Identification (FEI) number may be required before this report can be filed. Please apply NOW with the Internal Revenue Service by calling 1-800-829-3676 and requesting form SS-4. Please be aware if the limited liability company address changes, it is the responsibility of the limited liability to notify this office. Should you have any questions regarding this matter, please contact this office at the address given below. Michelle Hodges Document Specialist Registration/Foreign Qualification Division of Corporations Letter Number: 304AQ0071695 Feb,02 05 01:14p 0 . 1 97264832 p,3 of?tate`Y4r0CiDa i9eprtment of ftte I certify from the records of this office that SUNSET-KING LLC, is a limited liability company organized under the laws of the State of Florida, filed on December 17, 2004. The document number of this company is L04000093645. I further certify that said company has paid all fees due this office through December 31, 2004, and its status is active. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capitol, this the Twenty-eighth day of December, 2004 Qerrkm p.rnN ,,S'ermfaq of Sfate CR2EO22 (2-03) Feb 02 05 01:14p 07264832 ARTICLES OF ORGANIZATION FOR FLORIDA LIMITED LIABILITY COMPANY ARTICLE I - Name: The name of the Limited Liability Company is: Sunset - Kin LLC ARTICLE II - Address: The mailing address and street of the principal office of the Limited Liability Company is: Principal Office Address: Mailing Address: 2758 Summerdale Drive Same Clearwater Fl. 33761 ARTICLE III - Registered Agent, Registered Office, & Registered Agent's Signature: The name and the Florida street address of the registered agent are: David Name -- _2758 Summerdale Drive' Florida street address (P.O. Box NOT acceptable) Clearwater. F133761 C City, State and Zip s? wa:. Having been named as registered agent and to accept service of process for the above stated limited liability company at the place designated in this certificate, I hereby accept the appointment as registered agent and agree to act in this capacity. I further agree to comply with the provisions of all statutes relating to the proper and complete performance of my duties, and I am familiar with and accept the obligations of my position as registered agent as provided for in Chapter 608, F.S. Registered Agent's Signature p.4 Feb 02 05 01:15p 0772G4832 ARTICLE IV - Manager(s) or Managing Member(s): The name and address of each Manager or Managing Member is as follows: T-- tle' Name and Address: "MGR" = Manager "MGRM" = Managing Member MG--- R David Smart . 2758S rdale X. Clearwater Fl. 33761 MGRM Harold Barian 504 Lillian Drive Madeira &acLFl 33708 MGRM Marv Yonteck Trust C2831 Landover Drive Clearwater FL 33761 (Use attachment if necessary) NOTE: An additional article must be added if an effective da a is requested. REQUIRED SIGNATURE: Signature of a member or an authorized representative of a member. (In accordance with section 608.408(3), Florida Statutes, the execution of this document constitutes an affirmation ender the penalties of perjury that the facts stated herein are true.) David Smart Typed of printed name of signee )iY[ing Fees' $125.00 Filing Fee for articles of organization and llesiguation of Registered Agent 530.00 Certi0ed Copy (Optional) $ 5.00 Certificate of Status (Optional) p.5 r Line Items: Case No Receipt #: 1200500000000002889 Date: 04/08/2005 4/8/2005 2:57:01PM Tran Code Description Revenue Account No Amount Paid PLT2005-00009 Preliminary Plat 010-341240 600.00 Line Item Total: $600.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check GULFBLUE DEVELOPEMENT R_D 3172 In Person 60 . INC Payment Total: $600.00 • 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. Page I of 1 cReceipt.rpt c: • WILSON R SUNSET POINT RD (/J SPRING LN 2x2 Map Owner. Harold Barian Case: FLD2005-03026 Site: 1.871 Kings Highway Property Size(Acres): .895 PIN: 02-29-15-10926-000-0960 02-29-15-10926-000-0970 Atlas Page: 261 A Q 4 I (? ¢ lffv? QINE Sf Q yyyy P a 4. p GREAT BRI ? Q i? B80AUDA Sr D D Y ° ? WMMODaRE^5T PORT PINE I f OLEWILO DR P L D V„?DR ST D1OjCI-Dn ST GRANADA WOOIXANM TERR RD OR RPL A91TON ABBEY WNOBO ST NA ST BEDEEVA OR N OR BYq 8. SOUVENIR DRD?R'J? 8T $i OVA =g $ ]7 ALOONOUN 86IRTLAND It) ALOHA r A ti 4 a O 16ft15 D? I' x STATE st ?.i 8 37 DR s °us F RD ?? H < 0 81FiBa1N ? ? WILSON E1 ERIN U °' 2ABETR LA ((?j SUNSET POINT RD C.R. 576 SWSEr POINT RD C.R 78 0 g TONSBO MG , cl TWMIEB LA PROJEC ff a JOEL < T ffi g a THE HsrA wAr 3 ? v LA CITE PRINCE PHIU 9 BEIIT EY Y n a g y ci OTTBI ST GRgtiEA C ] CAROLYN ? ) uu?I 8 HEgyg.I ? CAROLYN ? ¢ I§R? CNLL13E SANDY LA SENT LA kPE1 S J- 6SANDY ! LINWOOD ?n 33 4 a ° ? SANDY LA < NIA RD E===? ? CIR ? RA RO R09BfONi DR a ?? ? ? ? awig UNVA700 PIMAFR ? 3( FAfFWOKT ST CLAIRE ? FAIR/dCNT Sf D D D D D D PARPaNum ST BECIETT PARKWOODOD Qe?yu f l L -CROVM St WOODBNE s< VKICCSINE? ? S T 'GRANT aoo= Sr BT DO DR ST GDAIE ST NGDALE ¢ r Q o ? D 1:1 SPR GENTRY ST ?p [1 g y? LL D TANGERINE Sr SEA S< 7? CARR < OL .>+a? ,y D z ST BGlIMI ST OR ?? ?? LGNG gr ? gNEBROOK OR 8T E Location Map Owner: Harold Barian Case: FLD2005-03026 Site: 1871 Kings Highway Property Size(Acres): .895 PIN: 02-29-15-10926-000-0960 02-29-15-10926-000-0970 Atlas Page: 261 A r 1 r "I ` fit tj O pt 4 -6 Ott -- ?` ! 1 10 L h' . i t M i Aerial Photograph Owner. Harold Barian Case: FLD2005-03026 Site: 1871 Kings Highway Property .895 Size(Acres): PIN: 02-29-15-10926-000-0960 02-29-15-10926-000-0970 Atlas Page: 261 A I I I II ? I 1 ?___? I I I 1 I , INS 1 , I "m L Cp s t , I ? J ??\ y O if8? I? T112p n Lo p 7920 1979-1 _ ?, / l X ` m I LI m I 1, A . . ? WILSON RD ?. ' T I J-1 e- i I ?_, L_ L_I I I - - , I - ° I I I J I 18 7900 r I ? ___? t___ L.. LS l__-mow t___-, SUNSET POINT RD 1871 ?, l SPRING LN SPRING LN Rb. 1Z+ yy l) _ -A E LL t?, RJ_ 1 THAMES LN 1.11 - h ti -tJ? O Z Future Land Use Map Owner. Harold Barian Case: FLD2005-03026 Site: 1871 Kings Highway Property .895 Size(Acres): PIN: 02-29-15-10926-000-0960 02-29-15-10926-000-0970 Atlas Page: 261 A C -J \ , 9 J ? ?$l26 to r1 L _ l a L-F F-1 --------- , r> I: YLZZO?o $ I 1820 a I I j I I 1? ti I I I rJ \t i ?. L-J I 1 1 I I 1?1?_ / > I J I `---? 1 I 1 I v I ,,, i Iv m I r '---? WILSON RD r 29 '--s I 'rl .. JLli_r_, n li_rrli oo I I 118"M1 DIt IL- -- !j 2 -1 a a a r Z N J _ -BQ4 r IJ ' I R I---'' I --- L LL _ - Ji - 1840 THAMES LN r"a a Z J -Nh -?J"' - I J-? I --- i - I ---' ----? ' Zoning Map Owner. Harold Barian Case: FLD2005-03026 Site: 1871 Kings Highway Property .895 Size(Acres): PIN: 02-29-15-10926-000-0960 02-29-15-10926-000-0970 Atlas Page: 261 A Worship h I I `I L _ _I ;J I ? I 1 ?? ? 1 1 I 1? ?, I r? ? 1_ 1 ? g ? I I ..--" Iro r' L.o I -I o 1 a _? ? I l o l ? '?? % L---- r Izs --ter WILSON RD iii?p- 4 Pin &I LI I L-_ ,-I- r r -I_S ti _ r Iwo SUNSET POINT RD test el a g a q. - z c? y utilityn Facility SPRING LN 1844 I r ?I n r,1 Z N rli _ i "L S41r __ _ __ ,.?s a .....: ?. THAMES IN w ' Y, ? I I r-' -- 1-a -y = - Existing Surrounding Uses Map Owner. Harold Barian I Case: FLD2005-03026 Site: 1871 Kings Highway Property .895 Size(Acres): PIN: 02-29-15-10926-000-0960 02-29-15-10926-000-0970 Atlas Page: 261 A • View looking east from the northwest comer of site. 6 w looking south View looking southeast i 4 t View looking east from Kings Highway Sunset Point Townhomes FLD2005-03026 1871 Kings Highway View looking southwest from Sunset Point Road View looking south L - A? ' 257A 2528 r -i . , !n n .WE .T YO :Clearwater _ -------- unsFT xurt PREPARED BY _..._._.._.-_-__-- PUBLIC WORKS ADMINISTRATION • ENGINEERING / GIB "a - earwater, FL 33768 g h)* y eal Frot: 727 528.4765 r naater.coln IN I r,Y1 I " x E rrt I . - a? 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E-. r „ 4 City Owned Property x a; I r ,. 9 r. q =E lE< , J m Agreement to Annex ' Annexation ? Deannexallon C ?? f :_-_=? ' s r - $ Correction Rezoning r. ? ,t • `? ` wW 'r- n?• I ? - ?? 1 L>,rlr J i - - I , FEA t EEVr w:1' . '' r:rA eunxru Ytnne I __- - ?Nr--? I I C:+•_ ] SUB NUMBER('-Rel., PIM) ?_ ?__JII L=Jr. -? 8 nr' MM! 'lr? \ ?-II? f r ! ! ??'1r Fuji ' _ CCj BLOCK NUMBER C R p » + xn _ C? J I Ar,F ro w \I SUB PARCEL NUMBER \? t?IJ/ltl, F IAVE p ? I tl ? i__ _ _-aL ?! ?-y / CJ! S C ?V 9 r -- r,r +?1` 1'' -F PARCEL NUMBER (MaB) ' ??' r ?, - .,?hw ... sAn"` NwE rrrz LAND HOOK (COMMON OWNERSHIP) ?? r,? t -r' '' y » A>e S '.Q`•` ?,? PLATT ED SUBDIVISION BOUNDARY IL o v r ?.=i I ? I. rl n i .fit' `° e, COUNTY HIGHWAY i.Fi ? ,, l I I ;i ? $ I??, I If : i a n n ? ` n ?,• i`? -^. -_'? a .. ? \J STATE HIGHWAY [ '1 I , I .,.? • F, r r `?? rrn' , ?.?? _r.! j,t ./•C n t\ rry ?S E rtd, S y~I '• ,? 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J , SW 114 of 2-28.15 71 f ' i • 261A 270A 2708 • 0 CDB Meeting Date: Case Numbers: Agenda Item: Owner: Representative: Address: 0 0 June 21, 2005 FLD2005=03026 PLT2005-00009 F-7 Harold Barian Bret Krasman 1871 Kings Highway CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval to reduce the front (north) setback from 25 feet to 17 feet (to pavement) and reduce the side (east) setback from 10 feet to 4.5 feet (to pavement) under the provisions of Section 2-404, to reduce the front (north) landscape buffer from 15 feet to seven feet, and reduce the front (west) landscape buffer from 10 feet to five feet as part of a Comprehensive Landscape Program under the provision of Section 3-1202.G. and a Preliminary Plat. EXISTING ZONING/ LAND USE: Medium High Density Residential (MHDR) District/Residential High (RH) Category; PROPERTY SIZE: 0.895 acres PROPERTY USE: Current Use: Vacant Proposed Use: Attached dwellings (10 townhome units) ADJACENT ZONING/ North: Low Medium Density Residential (LMDR); single-family dwellings LAND USES: East: Office (O); school South: Medium High Density Residential (MHDR); attached dwellings West: Institutional (I); school and utility/infrastructure facility CHARACTER OF THE IMMEDIATE VICINITY: The surrounding area is a mixture of detached and attached dwellings. Offices and neighborhood commercial uses exist to the east. A school is located to the southwest. Staff Report - Community Development Board -June 21, 2005 Case FLD2005-03026 - 1 of 6 0 0 ANAT.vcrc- Site Location and Existing Conditions: The site, 0.895 acres, is located on the southeast corner of Sunset Point Road and Kings Highway. The site is a corner lot because it has frontage along two streets; Sunset Point Road and Kings Highway. The parcel is zoned Medium High Density Residential (MHDR) District and is currently vacant. Proposal: The proposal includes two townhome-style buildings with a total of ten dwelling units. The site, with a Future Land Use Plan (FLUP) classification of Residential (RH), is permitted up to 26 dwelling units (30 dwelling units per acre). Building "A", located on the east side of the site, will have six dwelling units. Building "A" will be located 13 feet from the side (east) property line, 60 feet from the front (north) property line and 15 feet from the side (south) property line. Building "B" is located on the west side of the site and will contain four dwelling units. Building "B" will be located 60 feet from the front (north) and 47 feet from the front (west) property lines and 15 feet from the side (south) property line. The buildings will be 23 feet in height (two- stories) and each dwelling unit will have 1,527 square feet of living space. The units will be oriented towards Sunset Point Road. Parking will be provided within two-car garages allotted to each dwelling unit providing 20 spaces (two spaces per unit) where 15 spaces (1.5 spaces per units) are required . In addition, adequate room for two additional spaces will be provided on each units driveway. A private drive will provide access to the site from a driveway located along Sunset Point Road at the eastern end of the site. The drive will be located along the north side of the site and will be 17 feet from the front (north) property line. Existing sidewalks along each street frontage will be maintained and/or replaced with this proposal. The applicant is not proposing any signage at this time. The buildings will incorporate asphalt shingle roofs, stucco exteriors and will be painted a light sand with white trim. The proposal includes deviations from the Code including a setback reduction from 25 feet to 17 feet to pavement along Sunset Point Road and a reduction in the landscape buffers along Sunset Point Road and Kings Highway from .15 feet to seven feet and 10 feet to five feet, respectively. The front (north) setback reduction is greater than the setbacks of existing development to the east along Sunset Point Road and is consistent with the requirements of Section 2-404.A. The reduction in landscape buffer is mitigated by a creative and extensive design along both street frontages. The reductions in the landscape buffer are instigated by site constraints which have dictated the location of the site's stormwater facilities. The north side of Sunset Point Road has been development with single-family dwellings generally located approximately 25 feet from their respective front (south) setbacks along Sunset Point Road. The south side of Sunset Point Road in the vicinity of the subject site has been developed with a variety of non-residential uses including day car, retail sales and service and office. These sites have been developed with buildings incorporating a variety of front (north) setbacks ranging Staff Report - Community Development Board -June 21, 2005 Case FLD2005-03026 - 2 of 6 0 0 from approximately 25 feet to more than 60 feet. The parking for all of these uses is located in front (to the north) of each building and generally located up to their respective front (north) property lines resulting in zero foot front setbacks. The proposal includes a reduction of the front (north) setback from 25 feet to 17 feet to pavement while the building is located 60 feet from the front (north) property line. The proposal provides a setback to pavement and building similar to or greater than other setbacks in the area. The proposal will likely enhance the area through the provision of an attractive multi-family townhome development with extensive landscaping along the perimeter of and within the interior of the site. The reduction to the side (east) setback is to a dumpster enclosure and will not prevent access to the rear of the building by emergency vehicles. The reduction will result in an improved site plan by eliminating the need for an additional driveway along Kings Highway which would otherwise be needs to provide access for Solid Waste Department vehicles servicing the site. Solid waste will be provided through a dumpster located on the east side of the site. All stormwater requirements have been met with this proposal. Code Enforcement Analysis: There are no outstanding enforcement issues associated with this site. rnmPI.IANCF WITH CTANIIARIIC AND C'RITFRIA- (Ceetinnc 2-401 and 2-402)- Standard Proposed Consistent Inconsistent DENSITY (30 dwelling units per 10 dwelling units X acre; 26 dwelling units IMPERVIOUS SURFACE RATIO .66 X 0.85 max LOT AREA (15,000 0.895 acres; 39,000 square feet X s ft. LOT WIDTH (150 300 Feet X feet FRONT SETBACK North: 60 feet (to building); 17 (to (25 feet) paving) X* West: 47 feet (to building) SIDE SETBACK East: 13 feet (to building); 4.5 feet (to (10 feet) pavement) X* South: 15 feet (to building) REAR SETBACK (15 N/A - the site is corner lot and has two N/A N/A feet front setbacks and two side backs Staff Report - Community Development Board -June 21, 2005 Case FLD2005-03026 - 3 of 6 • • HEIGHT (35 feet 23 feet X max PARKING SPACES (1.5 spaces per unit; 20 spaces (two spaces per unit) X 15 spaces) * See discussion under Analysis. COMPLIANCE WITH ATTACHED DWELLING FLEXIBILITY CRITERIA (Section 2- 404.A): Consistent Inconsistent 1. The existing structures along the same side of the road have been constructed with irregular setbacks and the proposed X reduction in front setback will not be out of character with the neighborhood. 2. The extent to which existing structures in the neighborhood have been constructed to a regular or uniform setback from the X right-of-way. 3. The reduction in front setback will not adversely affect X adjacent property 4. The reduction in the side and rear setback does not prevent X access to the rear of an building buy emergency vehicles 5. The reduction in the side and rear setback results in an improved site plan, more efficient parking or improved design X and appearance. COMPLIANCE WITH GENERAL APPLICABILITY STANDARDS Section 3-913): Consistent Inconsistent 1. Development of the land will be in harmony with the scale, X bulk, coverage, density and character of adjacent properties. 2. Development will not hinder or discourage development and use of adjacent land and buildings or significantly impair the X value thereof. 3. Development will not adversely affect the health or safety of X persons residing or working in the neighborhood. 4. Development is designed to minimize traffic congestion. X 5. Development is consistent with the community character of the X immediate vicinity. 6. Design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of X operation impacts on adjacent properties. * See discussion under Analysis. Staff Report - Community Development Board -June 21, 2005 Case FLD2005-03026 - 4 of 6 SUMMARY AND RECOMMENDATION: The Development Review Committee reviewed the application and supporting materials on May 5, 2005. The Planning Department recommends APPROVAL of the Flexible Development application to reduce the front (north) setback from 25 feet to 17 feet (to pavement), under the provisions of Section 2-404.A, a Preliminary Plat and to reduce the front (north) landscape buffer from 15 feet to seven feet and reduce the front (west) landscape buffer from 10 feet to five feet as part of a Comprehensive Landscape Program under the provision of Section 3-1202.G for property located at 1871 Kings Highway based upon the following recommended findings of fact and recommended conclusions of law and with the following conditions: Recommended Findings of Fact: 1. Subject property, 0.895 acres, is within the Medium High Density Residential (MHDR) District/Residential High (RH) Future Land Use Plan classification; 2. Currently the site is vacant; 3. Adjacent uses are zoned Medium High Density Residential (MHDR) and Office (O) Districts developed with multi-family dwellings generally between one and two stories in height and a school. The surrounding area is a mixture of detached and attached dwellings, office and neighborhood commercial uses. Adjacent properties located on the same side of the street as the subject site have been development with buildings and pavement with similar setbacks to that proposed with this development; 4. The proposed structure heights are 23 feet to the mid-point of the roof; 5. The only deviations from the Code are a setback reduction from 25 feet to 17 feet (to pavement along the front (north) property line, a reduction from 10 feet to 4.5 (to dumpster enclosure) along the side (east) property line and reductions in the landscape buffers along the front (north and west) property lines from 15 feet to seven feet and from 10 feet to five feet, respectively; 6. There are no pending Code Enforcement issues with these sites; 7. Staff finds that the proposal meets the requirements of Section 2-404.A; 8. Staff finds that the proposal meets the requirements of a Comprehensive Landscape Program under the provision of Section 3-1202.G; and 9. Staff finds the proposal meets the General Applicability criteria of Section 3-913. Recommended Conclusions of Law: 1. The proposal complies with the Flexible Development criteria per Section 2-404.A.1. a and b and 6.a. - c. 2. The proposal complies with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The proposal complies with the Comprehensive Landscape Program per Section 3-1202.G. 4. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That any future freestanding sign be a monument-style sign a maximum four feet in height and designed to match the exterior materials and color of the building; 3. That all Fire Department requirements be met prior to the issuance of any permits; Staff Report - Community Development Board -June 21, 2005 Case FLD2005-03026 - 5 of 6 4. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right(s)-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 5. That Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first; 6. That a site plan which clearly labels the dumpster be submitted to and approved by Staff prior to the issuance of any building permits; 7. That a Tree Preservation Plan be submitted to and approved by Staff prior to the issuance of any building permits; 8. That black barrel service be arranged with the Solid Waste Department prior to the issuance of the first Certificate of Occupancy; 9. That approved right-of-way permits be secured from Pinellas County for any work in County rights-of-way (Sunset Point Road and Kings Highway) and copies of same be submitted to Staff prior to the issuance of any building permits; 10. That a revised site plan which shows that the southernmost swale removed and otherwise meets the requirements of the City's Land Resource Specialist prior to the issuance of any permits; and 11. That a final plat be recorded prior to the issuance of the first Certificate of Occupancy. Prepared by: Planning Department Staff: Mark T. Parry, Consulting Planner ATTACHMENTS: Aerial Photograph of Site and Vicinity Location Map Future Land Use Map Zoning Atlas Map Application S: (Planning DepartmentlC D BIFLEX (FLD)IPending cases)Up for the next DRCIKings Highway 1871 (MDR) - MTPIKings Highway 1871 Staff Report.doc Staff Report - Community Development Board -June 21, 2005 Case FLD2005-03026 - 6 of 6 • 1.1:10 am Case Number: FLD2005-030 -- 1871 KINGS HIGHWAY Owner(s): Harold Barian 504 Lillian Dr Madeira Beach, Fl 33708 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Applicant Dave Smart 2758 Summerdale Drive Clearwater, Fl 33761 TELEPHONE: 727-726-6122, FAX: 727-726-4832, E-MAIL: No Email Representative: Bret Krasman 31564 Us 19 N Palm Harbor, Fl 34684 TELEPHONE: 727-787-4684, FAX: 727-781-3345, E-MAIL: bret@krasengr.com Location: Southeast corner of the Sunset Point Road and Kings Highway. Atlas Page: 261A Zoning District: MHDR, Medium High Density Residential Request: Request for Flexible Development approval to reduce the front (north) setback from 25 feet to 17 feet (to pavement), under the provisions of Section 2-404.A, a Preliminary Plat and to reduce the front (north) landscape buffer from 15 feet to seven feet and reduce the front (west) landscape buffer from 10 feet to five feet as part of a Comprehensive Landscape Program under the provision of Section 3-1202.G. Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F,I 33761 2544 Frisco Drive TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Presenter: Mark Parry, Planner III Attendees Included: Neil Thompson, Scott Rice, Anne Blackburn, Tom Glenn, Rick Albee, Mike Reynolds The DRC reviewed this application with the following comments: General Engineering: 1 . 1. Approved right-of-way permits from Pinellas County for any work in county rights-of-way (Sunset Point Road and Kings Highway) are required prior to the issuance of a building permit. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: No Issues Fire: 1 . Provide 24 ft clear horizontal roadway (not to include curbs) and 14 ft vertical clearance for fire and emergency vehicle access. Please respond PRIOR TO CDB. 2. All underground drainage piping covers/grates in roadways or drive aisles must meet HS-20 specs to support the weight of fire department and emergency vehicles (80,000 lbs.). Please respond PRIOR TO CDB. 3 . Are all townhomes 2 story? Any 3 story townhomes must be protected by a fire sprinkler system. Please respond PRIOR TO CDB. 4. Provide minimum 28 ft turning radii for fire department and emergency vehicle ingress and egress. Please respond PRIOR TO CDB. 5 . Note- There is some question as to whether the County will allow an entrance to/from this project onto Kings Highway. If there is no entrance to/from Kings Highway, there will have to be a fire department turnaround, Y or T, on the property to accommodate fire department and emergency vehicles. Please respond PRIOR TO CDB. Harbor Master: No Comments Legal: No Comments Land Resources: Development Review Agenda - Thursday, May 5, 2005 - Page 22 I . Revise the locatioTSf the swale, move to the north 10' from the prooty line. Revise prior to CDB. 2. Revise the top of bank at the 30" Oak tree. Top can be no closer than 15'. Revise prior to CDB. 3 . Revise the "Symbol Legend" to indicate Oak trees. Revise prior to building permit. 4. Show the canopies of all trees on all plans. Note, one foot radius for each one inch tree diameter. Provide prior to CDB. 5 . Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of tree to be preserved and how you propose to address these impacts ie; crown elevating, building lintels, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information the arborist feels relates to tree preservation. Provide prior to building permit. Landscaping: 1 no issues. Parks and Recreation: 1 . Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Stormwater: Prior to building permit: 1) Dry retention pond required to recover within 24 hours per City stormwater criteria. 2) Please provide a shallow drainage swale on south side of property. Solid Waste: 1 . Black Barrel service and recycling to be arrainged with Solid Waste Department Traffic Engineering: 1 . 1. Remove driveway along Kings Highway. This proposed driveway does not comply with driveway connection spacing requirements of the City's Community Development Code Section 3-102. 2. Internal roadway width shall meet the Fire Department's requirement. All of the above to be addressed prior to CDB. The following to be addressed prior to building permit: 1) Obtain Pinellas County permit for driveway access or other work within Pinellas County Road right-of-way. General note: Transportation Impact Fees of $14,000 to be paid prior to a C.O. Multi-Family - 10 dwelling units; rate: $1400/du; 10 x $1400 =$14,000.00 Planning: Development Review Agenda - Thursday, May 5, 2005 - Page 23 1 . Show density compation. • 2 . Indicate roof height to roof midpoint. 3 . The building elevations do not appear to match the buildings shown on the site plan. 4. How will waste removal occur? 5 . Adjust the site plan set index, as the landscape and irrigation plan sheets are numbered L-I and IR-1, and not 9 and 10. 6. Site layout: remove the curb cut at King's Highway. 7 . Address the placement of utilities (underground). 8 . Indicate how landscaping design is integrated with the retention system onsite. 9. Elaborate on the landscape buffer request (from what to what, and where?). 10. how many parking spaces will be provided; I I . The case is insufficient due to fact that Staff will not support the driveway shown along Kings Highway. The site plan will need to be redone and resubmitted on or before May 26, 2005 in order to be placed on the June 30, 2005 DRC; 12. The application is not, as it turns out, a residential infill project, but a regular, old, Flexible Development (still have to go to CDB for the front setback reduction). The following criteria need to be filled out (sorry about the confusion): 1. The existing structures along the same side of the road have been constructed with irregular setbacks and the proposed reduction in front setback will not be out of character with the neighborhood. 2. The extent to which existing structures in the neighborhood have been constructed to a regular or uniform setback from the right-of-way. Judging from aerials these criteria should not be difficult to meet. Clarify the proposed colours and materials; Clarify what signage, if any, is to be located on the site; Other: No Comments Notes: See Planning comments to date. Development Review Agenda - Thursday, May 5, 2005 - Page 24 11:00 'am Case Number: PLT2005-000- 1871 KINGS HIGHWAY Owner(s): Harold Barian 504 Lillian Dr Madeira Beach, Fl 33708 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Applicant Dave Smart 2758 Summerdale Drive Clearwater, Fl 33761 TELEPHONE: 727-726-6122, FAX: 727-726-4832, E-MAIL: No Email Representative: Bret Krasman 31564 Us 19 N Palm Harbor, Fl 34684 TELEPHONE: 727-787-4684, FAX: 727-781-3345, E-MAIL: bret@krasengr.com Location: Atlas Page: 261 A Zoning District: MHDR, Medium High Density Residential Request: Preliminary Plat approval for 10 residential lots in association with the site approval under FLD2005-03026. Proposed Use: Neighborhood No Neighborhood Assocation Data Association(s): Presenter: Mike Reynolds, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: 1 . No engineering comments Environmental: No Comments Fire: No Comments Harbor Master: No Comments Legal: No Comments Land Resources: No Comments Landscaping: I . no issues. Parks and Recreation: No Comments Stormwater: I . No issues. Solid Waste: No Comments Traffic Engineering: No Comments Planning: No Comments Other: No Comments Notes: Development Review Agenda - Thursday, May 5, 2005 - Page 25 • CDB Meeting Date: Case Numbers: Agenda Item: Owner: Representative: Address: June 21, 2005 FLD2005-03026 C Harold Barian Bret Krasman 1871 Kings Highway • CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval to reduce the front (north) setback from 25 feet to 17 feet (to pavement), under the provisions of Section 2-404.,a Preliminary Plat and to reduce the front (north) landscape buffer from 15 feet to seven feet and reduce the front (west) landscape buffer from 10 feet to five feet as part of a Comprehensive Landscape Program under the provision of Section 3-1202.G. EXISTING ZONING/ LAND USE: Medium High Density Residential (MHDR) District/Residential High (RH) Category; PROPERTY SIZE: 0.895 acres PROPERTY USE: Current Use: Vacant Proposed Use: Attached dwellings (10 townhome units) ADJACENT ZONING/ North: Low Medium Density Residential (LMDR); single-family dwellings LAND USES: East: Office (O); school South: Medium High Density Residential (MHDR); attached dwellings West: Institutional (I); school and utility/infrastructure facility CHARACTER OF THE IMMEDIATE VICINITY: The surrounding area is a mixture of detached and attached dwellings,. Offices and neighborhood commercial uses exist to the east. A school is located to the southwest. Staff Report - Community Development Board -June 21, 2005 Case FLD2005-03026 - 1 of 5 0 0 ANALYSIS: Site Location and Existing Conditions: The site, 0.895 acres, is located on the southeast corner of Sunset Point Road and Kings Highway. The parcel is zoned Medium High Density Residential (MHDR) District and is currently vacant. Proposal: The proposal includes two townhome-style buildings with a total of ten dwelling units. The site is permitted up to 26 dwelling units (30 dwelling units per acre) in the Medium High Density Residential (MHDR) district. Building "A", located on the west side of the site, will have four dwelling units. Building "B" is located on the east side of the site and will contain six dwelling units. The buildings will be 23 feet in height (two-stories) and will include a two-car garage. Each dwelling unit will include 1,527 square feet of living space. Existing sidewalks along each street frontage will be maintained with this proposal. The applicant is not proposing any signage at this time. The buildings will incorporate FTI:crc.t& ti l E roofs, stucco exteriors and will be painted a light sand with white trim. The proposal includes to deviations from the Code; a setback reduction from 25 feet to 17 feet to pavement along Sunset point Road and a reduction in the landscape buffers along Sunset point Road and Kings Highway from 15 feet to seven feet and 10 feet to five feet, respectively. The front (north) setback reduction is greater than the setbacks of existing development to the east along Sunset Point Road and is consistent with the requirements of Section 2-404.A. The reduction in landscape buffer is mitigated by a creative and extensive design along both street frontages. The reductions in the landscape buffer are instigated by site constraints which have dictated the location of the site's stormwater facilities. Code Enforcement Analysis: There are no outstanding enforcement issues associated with this site. COMPLIANCE WITH STANDARDS AND CRITERIA: (Sections 2-401 and 2-402): STANDARD PROPOSED CONSISTENT INCONSISTENT DENSITY (30 dwelling units per 10 dwelling units X acre; 26 dwelling units IMPERVIOUS SURFACE RATIO .70 X 0.85 max LOT AREA (15,000 0.895 acres; 39,000 square feet X s q. ft. LOT WIDTH (150 300 Feet X feet Staff Report - Community Development Board -June 21, 2005 Case FLD2005-03026 - 2 of 5 FRONT SETBACK North: 60 feet (to building); 17 (25 feet) (to paving) X* West: 47 feet (to building) SIDE SETBACK East: 13 feet (to building and X (10 feet) pavement) South: 15 feet to building) REAR SETBACK (15 N/A - the site is corner lot and feet) has two front setbacks and two N/A N/A side backs HEIGHT (35 feet 23 feet X max PARKING SPACES (1.5 spaces per unit; 20 spaces (two spaces per unit) X 15 spaces) * See discussion under Analysis. COMPLIANCE WITH ATTACHED DWELLING FLEXIBILITY CRITERIA (Section 2- 404.A): CONSISTENT INCONSISTENT 1. The existing structures along the same side of the road have been constructed with irregular setbacks and the X proposed reduction in front setback will not be out of character with the neighborhood. 2. The extent to which existing structures in the neighborhood have been constructed to a regular or X uniform setback from the right-of-way. * See discussion under Analysis. COMPLIANCE WITH GENERAL APPLICABILITY STANDARDS (Section 3-913): CONSISTENT INCONSISTENT 1. Development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent X properties. 2. Development will not hinder or discourage development and use of adjacent land and buildings or X significantly impair the value thereof. 3. Development will not adversely affect the health or safety of persons residing or working in the X neighborhood. 4. Development is designed to minimize traffic X congestion. 5. Development is consistent with the community X character of the immediate vicinity. Staff Report - Community Development Board -June 21, 2005 Case FLD2005-03026 - 3 of 5 • 0 6. Design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory X and hours of operation impacts on adjacent properties. * See discussion under Analysis. SUMMARY AND RECOMMENDATION: The Development Review Committee reviewed the application and supporting materials on May 5, 2005. The Planning Department recommends APPROVAL of the Flexible Development application to reduce the front (north) setback from 25 feet to 17 feet (to pavement), under the provisions of Section 2-404.A, a Preliminary Plat and to reduce the front (north) landscape buffer from 15 feet to seven feet and reduce the front (west) landscape buffer from 10 feet to five feet as part of a Comprehensive Landscape Program under the provision of Section 3-1202.G for property located at 1871 Kings Highway based upon the following recommended findings of fact and recommended conclusions of law and with the following conditions: Recommended Findings of Fact: 1. Subject property, 0.895 acres, is within the Medium High Density Residential (MHDR) District/Residential High (RH) Future Land Use Plan classification; 2. Currently the site is vacant; 3. Adjacent uses are zoned Medium High Density Residential (MHDR) and Office (O) Districts developed with multi-family dwellings generally between one and two stories in height and a school. The surrounding area is a mixture of detached and attached dwellings, office and neighborhood commercial uses; 4. The proposed structure heights are 23 feet to the mid-point of the roof; 5. The only deviations from the Code are a setback reduction from 25 feet to 17 feet (to pavement along the front (north) property line and reductions in the landscape buffers along the front (north and west) property lines from 15 feet to seven feet and from 10 feet to five feet, respec- tively; 6. There are no pending Code Enforcement issues with these sites; 7. Staff finds that the proposal does meet the.requirements of Section 2-404.A; and 8. Staff finds the proposal does meet the following General Applicability criteria of Section 3- 913: Recommended Conclusions of Law: 1. The proposal complies with the Flexible Development criteria per Section 2-404.A. 2. The proposal complies with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That any future freestanding sign be a monument-style sign a maximum four feet in height and designed to match the exterior materials and color of the building; Staff Report - Community Development Board -June 21, 2005 Case FLD2005-03026 - 4 of 5 • • 3. That all Fire Department requirements be met prior to the issuance of any permits; 4. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right(s)-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 5. That all Parks and Recreation fees be paid prior to the issuance of any permits; 6. That a final plat be recorded prior to the issuance of the first Certificate of Occupancy; and Prepared by: Planning Department Staff: Mark T. Parry, Consulting Planner ATTACHMENTS: Aerial Photograph of Site and Vicinity Location Map Future Land Use Map Zoning Atlas Map Application S: (Planning DepartmentlC D BIFLEX (FLD)IPending cases)Up for the next DRCIKings Highway 1871 (MDR) - MTPIKings Highway 1871 Staff" Report.doc Staff Report - Community Development Board -June 21, 2005 Case .FLD2005-03026 - 5 of 5 Sunset Point Townhomes = F*005 - 03026 Page 1 of 2 Reynolds, Mike From: Rice, Scott Sent: Tuesday, April 19, 2005 11:07 AM To: Reynolds, Mike; Elbo, Bennett; Blackburn, Anne; Glenn, Tom Subject: FW: Sunset Point Townhomes = FLD2005 - 03026 All Please see below. The County does not want the driveway from King's Highway into the site. Please consider this when you review this application. It appears that this may be a concern for Fire and Solid Waste access. Thanks, D. Scott Rice Land Deve% Engr. Manager 727-562-4781 scott.rice@MyClearwater.com -----Original Message----- From: Bret Krasman [mailto:bret@ksaengr.com] Sent: Tuesday, April 19, 2005 10:15 AM To: Rice, Scott Subject: Sunset Point Townhomes = FLD2005 - 03026 Scott, Had a meeting yesterday 4-18-05 with Pinellas County Highway regarding the location of the driveway off Kings Highway for the above referenced project. Due to the proximity of the driveway with the existing stop light and existing curb inlets Pinellas County would prefer that driveway be removed. The County did, however, note that if the City requests that driveway remain, for fire access, they would reconsider. Currently, we would now propose stopping the internal drive at the last(westerly) driveway, enlarging the pond in order to remove the drainage pipe and increasing the landscape planting in that area. Please not we will still be limited to the size and type plantings in that are due to the proximity of the intersection. The proposed changes would decrease the amount of impervious area. Please advise if additional plans would be needed for your review prior to DRC. You may call me at 787-4684 if you have any questions. Thanks Bret Bret Krasman, P.E. Krasman & Associates, Inc. 31564 US 19 North Palm Harbor, FL 34684 Phone 727 787-4684 Fax 727 781-3345 4/21/2005 , ::,... CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 o f f MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW June 23, 2005 Mr. Bret Krasman, P.E. 31564 US Highway 19 North Palm Harbor, Florida 34684 n RE: Development Order - Case No. FL-Q-AQ-Q_5 9426 1871 Kings Highway Dear Mr. Krasman: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On June 21, 2005 the Community Development Board reviewed your request for Flexible Development approval to reduce the front (north) setback from 25 feet to 17 feet (to pavement) and reduce the side (east) setback from 10 feet to 4.5 feet (to pavement) under the provisions of Section 2-404, to reduce the front (north) landscape buffer from 15 feet to seven feet, and reduce the front (west) landscape buffer from 10 feet to five feet as part of a Comprehensive Landscape Program under the provision of Section 3-1202.G. and a Preliminary Plat. The proposal includes two townhome-style buildings with a total of ten dwelling units. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria per Section 2-404.A. 2. The proposal complies with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That any future freestanding sign be a monument-style sign a maximum four feet in height and designed to match the exterior materials and color of the building; 3. That all Fire Department requirements be met prior to the issuance of any permits; BRIAN J. AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR HOPI' HAMILTON, COUNCI[ MEMBER BILL JONSON, COL!NCILMEMBER CARLEN A. PETERSEN, COUNCIL MEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" 0 0 June 23, 2005 Krasman - Page Two 4. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right(s)-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 5. That Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first; 6. That a site plan which clearly labels the dumpster be submitted to and approved by Staff prior to the issuance of any building permits; r 7. That a Tree Preservation Plan be submitted°to-andlapproved by Staff prior to the issuance of any building permits; •- 8. That black barrel service be arranged with the Solid Waste Department prior to the issuance of the first Certificate of Occupancy; 9. That approved right-of-way permits be secured from Pinellas County for any work in County rights-of-way (Sunset Point Road and Kings Highway) and copies of same be submitted to Staff prior to the issuance of any building permits; 10. That a revised site plan which shows that the southernmost swale removed and otherwise meets the requirements of the City's Land Resource Specialist prior to the issuance of any permits; and 11. That a final plat be recorded prior to the issuance of the first Certificate of Occupancy. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (June 21, 2006). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-5023 by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on July 5, 2005 (14 days from the date of the CDB meeting). % 0 0 June 23, 2005 Krasman - Page Three If you have any questions, please do not hesitate to call Mark T. Parry, Consulting Planner, at 727-562-4504. You can access zoning information for parcels within the City through our website: www.myclearwater.com/gov/depts/planning. *Make Us Your Favorite! Sincerely, Michael Delk, P Planning Director S: (Planning DepartmentlCD BIFLEX (FLD)1Inactive or Finished ApplicationslKings Highway 1871 (MDR) -ApprovedlKings Highway 1871 Development Order. doc FLD2005-03026, (88) • `Z/? ABDO, MARY S ATALLA, HANAN BAKER, LEONA 1415 WILSON RD ATALLA, MICHAEL 1450 SUNSET POINT RD CLEARWATER FL 33755 - 2068 1846 BARBARA LN CLEARWATER FL 33755 - 1536 CLEARWATER FL 33755 - 2001 BARGER, CORRINE B BARIAN, HAROLD BASIAGA, HELENA EST 1836 BARBARA LN 504 LILLIAN DR 314 S MAYWOOD AVE CLEARWATER FL 33755 - 2001 MADEIRA BEACH FL 33708 - CLEARWATER FL 33765 - 4220 BAUMHART, NORMA J TRUST BELAIR, LOIS J BERKES, LORENE C 7013 GREEN SPRING DR 1459 WILSON RD COLLYER, KEITH A LOUISVILLE KY 40241 - 1014 CLEARWATER FL 33755 - 2068 1920 CARLOS AVE CLEARWATER FL 33755 - 1510 BOHNSACK, BRADLEY S BOSWELL, SEAN B BOSWELL, SEAN B 1438 SUNSET POINT RD 111 MYRTLE AVE N # 508 111 N MYRTLE # 5008 CLEARWATER FL 33755 - 1536 CLEARWATER FL 33755 - 4536 CLEARWATER FL 33755 - 4536 BOYKIN, WALTER R Bret Krasman BROWN, WAYNE R BOYKIN, SUSIE 31564 U.S. Highway 19 North 1420 SUNSET POINT RD 1913 KINGS HWY Palm Harbor, FL 34684 CLEARWATER FL 33755 - 1536 CLEARWATER FL 33755 - 1528 BURGHARDT, HARRIET CAMPEAU, CLAUDE G CARON, DWAYNE A 1440 WILSON RD 105 SHORE DR 1441 SPRING LN CLEARWATER FL 33755 - 2070 DUNEDIN FL 34698 - 2545 CLEARWATER FL 33755 - 2046 Clearwater Neighborhoods Coalition COLSON, BOOKER T COMMISTO, GLORIA M Doug Williams, President COLSON, HONG-SUN 2461 CANADIAN WAY # 57 2544 Frisco Drive 1432 SUNSET POINT RD CLEARWATER FL 33763 - 3755 Clearwater, FL 33761 CLEARWATER FL 33755 - 1536 CONNOLLY, MABEL R CONTRERAS, MAIRA I CONWAY, LISA M 1425 SPRING LN 1422 THAMES LN CONWAY, TIMOTHY CLEARWATER FL 33755 - 2046 CLEARWATER FL 33755 - 2060 1445 BROOKMILL RD LOS ALTOS CA 94024 - 5805 COSENTINO, MARK CROOKS, CATHERINE CURRENT OWNER COSENTINO, MICHELLE 1421 SPRING LN 1414 SUNSET POINT RD 68 BROAD ST CLEARWATER FL 33755 - 2046 CLEARWATER FL 33755 - 1536 METAWAN NJ 07747 - DALY, DOLORES E DARDINI, TRACY R DAUBER, META F 1427 WILSON RD DARDINI, MICHAEL 1430 THAMES LN CLEARWATER FL 33755 - 2068 1414 THAMES LN CLEARWATER FL 33755 - 2060 CLEARWATER FL 33755 - 2060 • 0 DAVIS, JOHN A III DE LONG, SEAN DEUTSCH, RICHARD D DAVIS, CATHERINE J DE LONG, ERIN 1413 SPRING LN 1445 SPRING LN 1827 BARBARA LN CLEARWATER FL 33755 - CLEARWATER FL 33755 - 2046 CLEARWATER FL 33755 - 2002 DIETZ, MILLARD THE DOJCSANSZKY, PAUL ECK, LOIS D 1433 WILSON RD DOJCSANSZKY, APRIL 1840 BARBARA LN CLEARWATER FL 33755 - 2068 1832 BARBARA LN CLEARWATER FL 33755 - 2001 CLEARWATER FL 33755 - 2001 ELMHURST, RICHARD F FORT, VICTORIA FRANCIS, JOSEPH ELMHURST, WILLIAM A 1429 SPRING LN FRANCIS, ROSE B 2424 KENT PL CLEARWATER FL 33755 - 2046 3665 EAST BAY DR # 204-206 CLEARWATER FL 33764 - 7559 LARGO FL 33771 - 1990 G & L 527 LLC GATES, ARTA N GREEN, JOSEPH D 1655 PINE PL 1445 WILSON RD GREEN, SHELLY A CLEARWATER FL 33755 - 1354 CLEARWATER FL 33755 - 2068 1426 THAMES LN CLEARWATER FL 33755 - 2060 HANEY, J BRUCE SR HARGRAVE, IRENE HARRELL, GEORGE HANEY, SHIRLEY D 1440 SPRING LN HARRELL, ANNIE M 1800 PALMCREST LN CLEARWATER FL 33755 - 2045 1919 BARBARA AVE CLEARWATER FL 33764 - 6444 CLEARWATER FL 33755 - 1502 HOFFMAN, RICHARD A HUNTLEY, MATTHEW C IBER, MANUELA NORDMANN, MAXINE I HUNTLEY, LORI L LOPEZ, YOLANDA 1919 KINGS HWY 1433 SPRING LN 1444 SUNSET POINT RD CLEARWATER FL 33755 - 1528 CLEARWATER FL 33755 - 2046 CLEARWATER FL 33755 - 1536 KILMARTIN, KENNETH J KROHN, JOHN T LANDMARK BANK OF CLW KILMARTIN, SHEILA M 1402 SUNSET POINT RD PO BOX 2818 1430 WILSON RD CLEARWATER FL 33755 - 1536 ALPHARETTA GA 30023 - 2818 CLEARWATER FL 33755 - 2069 LOCKMAN, MARY LOU MARCHAK, DENNIS M MC CLELLAN, DANIEL LOCKMAN, BEVERLY J MARCHAK, JOANNE MC CLELLAN, JANICE C 1408 SUNSET POINT RD 1841 BARBARA LN 1408 WILSON RD CLEARWATER FL 33755 - 1536 CLEARWATER FL 33755 - 2003 CLEARWATER FL 33755 - 2067 MC GUIRK, FRANCIS J MENDONIDES, VIVIAN MEREDITH, HOWARD T MC GUIRK, M EILEEN 1418 THAMES LN MEREDITH, SANDRA 1438 THAMES LN CLEARWATER FL 33755 - 1428 SUNSET POINT RD CLEARWATER FL 33755 - 2060 CLEARWATER FL 33755 - 1536 NETWORK 2001 INC PATTESON, JOSEPHINE PIERRO, KAREN PO BOX 1992 1429 THAMES LN 1434 SPRING LN LARGO FL 33779 - 1992 CLEARWATER FL 33755 - 2061 CLEARWATER FL 33755 - 2045 PINELLAS BD OF PUB INST PO BOX 2942 LARGO FL 33779 - 2942 POWELL, JENNIFER POWELL, DAVID 4308 170TH NE REDMOND WA 98052 - 5484 SANTORI, MICHAEL P SANTORI, PATRICIA A 1421 WILSON RD CLEARWATER FL 33755 - 2068 SHADD, DAVID N SHADD, KATHLEEN R 1450 WILSON RD CLEARWATER FL 33755 - 2070 STANLEY, JAMES C II STANLEY, JANE L 1417 SPRING LN CLEARWATER FL 33755 - 2046 STOREY, ELEANOR J 1409 WILSON RD CLEARWATER FL 33755 - 2068 SZETO, CHAKSHING W 1455 SUNSET POINT RD CLEARWATER FL 33755 - 1537 WHITTINGTON, RONALD A 1444 SPRING LN CLEARWATER FL 33755 - 2045 YOUNG, ERIC YOUNG, C DENISE 1401 WILSON RD CLEARWATER FL 33755 - 2068 • PITTFIELD, CHERYL A 1436 SPRING LN CLEARWATER FL 33755 - 2045 PUCHOWSKI, KENNETH PUCHOWSKI, KATHLEEN 1451 WILSON RD CLEARWATER FL 33755 - 2068 SCHLAU PROPERTIES CO 3820 TAMPA RD # 102 PALM HARBOR FL 34684 - 3609 SINGH, GURSAGAR 1453 SUNSET POINT RD CLEARWATER FL 33755 - 1537 STEVENS, JAMES J STEVENS, IRENE M 1420 WILSON RD CLEARWATER FL 33755 - 2069 SUNSET POINT BAPT CHURCH CLEAR 1390 SUNSET POINT RD CLEARWATER FL 33755 - 1534 VECCHIANO, JIM P VENTRELLA, TINA M 1920 BARBARA AVE CLEARWATER FL 33755 - 1501 WISNIEWSKI, BARBARA J 1417 THAMES LN CLEARWATER FL 33755 - 2061 0 PITTS, CATRECIA L 1421 THAMES LN CLEARWATER FL 33755 - 2061 ROMANOSKY, KYLE C 1439 WILSON RD CLEARWATER FL 33755 - 2068 SCHURMAN, CAROLE S 1442 THAMES LN CLEARWATER FL 33755 - 2060 SINGLETON, MELINDA D 1413 THAMES LN CLEARWATER FL 33755 - 2061 STEWART, DEAN MACKIE, ROBERT D 2324 BONAIR PL SW # 32 SEATTLE WA 98116 - 1882 SUNSET POINT PRESCHOOL INC 1419 SUNSET POINT RD CLEARWATER FL 33755 - 1537 WELLS, SCOTT T 373 S MCMULLEN BOOTH RD #92 CLEARWATER FL 33759 - 4536 WRIGHT, CLARE 1434 THAMES LN CLEARWATER FL 33755 - 2060 0 0 ITY OF C LEARWAT R r PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 n?nG(n?.? s!!? MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW May 26, 2005 Mr. Bret Krasman, P.E. 31564 US Highway 19 North Palm Harbor, Florida 34684 RE: Communi nt Board Meeting regarding application for Flexible Development P&L approval (FI.n?DD5-03D26). Dear Mr. Krasman: The Flexible Development approval to reduce the front (north) setback from 25 feet to 17 feet (to pavement) and reduce the side (east) setback from 10 feet to 4.5 feet (to pavement) under the provisions of Section 2-404, to reduce the front (north) landscape buffer from 15 feet to seven feet, and reduce the front (west) landscape buffer from 10 feet to five feet as part of a Comprehensive Landscape Program under the provision of Section 3-1202.G. and a Preliminary Plat. The meeting will take place on June 21, 2005 at 1:00 p.m. in the City Commission Chambers, 3rd floor of City Hall at 112 South Osceola Avenue, Clearwater. If you have any questions, please do not hesitate to call me at 727-562-4558. Sincerely, _._------> Mark T. Parry Consulting Planner S: IPlanning DepartmentlC D BIFLEX (FLD)IPending casesl Up for the next DRCIKings Highway 1871 (MDR) - MTPIKings Highway 1871 CDB Letter. doe BRIAN J. ALI NC>r, MAYOR PRANK HIBBARD, VICE.. MAYOR HOTr HAMILTON, COL;NCB,INIf.NIP,ER BI u. JoNSON, COL'NCILMFMBER CARLEN A. PETFRSEN, COUNCILNIE\IBER "EQUAL EMPLOYMENT AND AFPIRMATm ACI10N EmPLOYFIZ" Clearwater Fax Cover Sheet 0 City of Clearwater Planning Department 100 S. Myrtle Ave., 2nd Floor Clearwater, FL 33756 Telephone: (727) 562-4567 Fax: (727) 562-4865 To: Bret Krasman Fax: 727-726-4832 r/ Phone: 727-726-6122 From: Sherry Watkins Date: 05/2/2005 Subject: DRC Comment & Meeting Time 11:00 AM Message: Your DRC meeting time is 11:OOAM FLD2005-03026 - PLT2005-00009 1871 Kings Highway d's Number of pages including cover sheet- Conditions Associated With 1T y FLD2005-03026 1871 KINGS HIGHWAY Engineering Condition Steve Doherty 562-4576 04/26/2005 1. Approved right-of-way permits from Pinellas County for any work in county rights-of-way Not Met (Sunset Point Road and Kings Highway) are required prior to the issuance of a building permit. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental Condition Heather Faessler 562-4897 04/22/2005 No Issues Not Met Fire Condition Downes Blackburn 562-4327 xt 3025 04/27/2005 Provide 24 ft clear horizontal roadway (not to include curbs) and 14 ft vertical clearance for fire Not Met and emergency vehicle access. Please respond PRIOR TO CDB. 04/27/2005 All underground drainage piping covers/grates in roadways or drive aisles must meet HS-20 Not Met specs to support the weight of fire department and emergency vehicles (80,000 Ibs.). Please respond PRIOR TO CDB. 04/27/2005 Are all townhomes 2 story? Any 3 story townhomes must be protected by a fire sprinkler system. Not Met Please respond PRIOR TO CDB. 04/27/2005 Provide minimum 28 ft turning radii for fire department and emergency vehicle ingress and Not Met egress. Please respond PRIOR TO CDB. 04/27/2005 Note- There is some question as to whether the County will allow an entrance to/from this project Not Met onto Kings Highway. If there is no entrance to/from Kings Highway, there will have to be a fire department turnaround, Y or T, on the property to accommodate fire department and emergency vehicles. Please respond PRIOR TO CDB. Landscape Arden Dittmer 562-4604 04/27/2005 no issues. Not Met Land Resource Condition Rick Albee 562-4741 04/22/2005 Revise the location of the swale, move to the north 10' from the property line. Revise prior to CDB. Not Met 04/22/2005 Revise the top of bank at the 30" Oak tree. Top can be no closer than 15'. Revise prior to CDB. Not Met 04/22/2005 Revise the "Symbol Legend" to indicate Oak trees. Revise prior to building permit. Not Met 04/22/2005 Show the canopies of all trees on all plans. Note, one foot radius for each one inch tree diameter. Not Met Provide prior to CDB. 04/22/2005 Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape Not Met architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of tree to be preserved and how you propose to address these impacts ie; crown elevating, building lintels, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information the arborist feels relates to tree preservation. Provide prior to building permit. Parks & Recs Condition Print Date: 05/02/2005 CaseConditons Page 1 of 3 • 0 FLD2005-03026 1871 KINGS HIGHWAY Parks & Recs Condition Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat Not Met (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Storm Water Condition Elliot Shoberg 562-4748 04/22/2005 Prior to building permit: Not Met 1) Dry retention pond required to recover within 24 hours per City stormwater criteria. 2) Please provide a shallow drainage swale on south side of property. Solid Waste Condition Black Barrel service and recycling to be arrainged with Solid Waste Department Not Met Traffic Eng Condition Bennett Elbo 562-4775 04/22/2005 1. Remove driveway along Kings Highway. This proposed driveway does not comply with Not Met driveway connection spacing requirements of the City's Community Development Code Section 3-102. 2. Internal roadway width shall meet the Fire Department's requirement. All of the above to be addressed prior to CDB. The following to be addressed prior to building permit: 1) Obtain Pinellas County permit for driveway access or other work within Pinellas County Road right-of-way. General note: Transportation Impact Fees of $14,000 to be paid prior to a C.O. Multi-Family- 10 dwelling units; rate: $1400/du; 10x$1400=$14,000.00 Zoning Condition Mike Reynolds 562-4836 04/22/2005 Show density computation. Not Met 04/22/2005 Indicate roof height to roof midpoint. Not Met 04/22/2005 The building elevations do not appear to match the buildings shown on the site plan. Not Met 04/22/2005 How will waste removal occur? Not Met 04/08/2005 Adjust the site plan set index, as the landscape and irrigation plan sheets are numbered L-1 and Not Met IR-1, and not 9 and 10. 04/25/2005 Site layout: remove the curb cut at King's Highway. Not Met 04/22/2005 Address the placement of utilities (underground). Not Met 04/22/2005 Indicate how landscaping design is integrated with the retention system onsite. Not Met 04/07/2005 Elaborate on the landscape buffer request (from what to what, and where?). Not Met how many parking spaces will be provided; Not Met The case is insufficient due to fact that Staff will not support the driveway shown along Kings Not Met Highway. The site plan will need to be redone and resubmitted on or before May 26, 2005 in CaseConditons Print Date: 05/02/2005 Page 2 of 3 • FLD2005-03026 1871 KINGS HIGHWAY Zoning Condition Mike Reynolds 562-4836 order to be placed on the June 30, 2005 DRC; The application is not, as it turns out, a residential infill project, but a regular, old, Flexible Not Met Development (still have to go to CDB for the front setback reduction). The following criteria need to be filled out (sorry about the confusion): 1. The existing structures along the same side of the road have been constructed with irregular setbacks and the proposed reduction in front setback will not be out of character with the neighborhood. 2. The extent to which existing structures in the neighborhood have been constructed to a regular or uniform setback from the right-of-way. Judging from aerials these criteria should not be difficult to meet. Print Date: 05/02/2005 CaseConditons Page 3 of 3 %4Conditions Associated With PLT2005-00009 1871 KINGS HIGHWAY Engineering Condition Steve Doherty 562-4576 04/27/2005 No engineering comments Not Met Landscape Arden Dittmer 562-4604 04/27/2005 no issues. Not Met Storm Water Condition Elliot Shoberg 562-4748 04/22/2005 No issues. Not Met Print Date: 05/02/2005 CaseConditons Page 1 of 1 0 ?earwater U April 08, 2005 Bret Krasman 31564 Us 19 N Palm Harbor, Fl 34684 CITY OF CLARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER. COM RE: FLD2005-03026 -- 1871 KINGS HIGHWAY -- Letter of Completeness Dear Bret Krasman : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2005-03026. After a preliminary review of the submitted documents, staff has determined that the application is Complete. The Development Review Committee (DRC) will review the application for sufficiency on May 05, 2005, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. Please call Sherry Watkins, Administrative Analyst, at 727-562-4582 no earlier than one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 727-562-4836 or Mike.Reynolds@myclearwater. com. Sincerely yours, X 14 ?i Mike Reynolds, AICP Planner III Letter of Completeness - FLD2005-03026 - 1871 KINGS HIGHWAY LL °, earwater U April 08, 2005 Bret Krasman 31564 Us 19 N Palm Harbor, F134684 CITY OF CLIPARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W. MYCLEARWATER. COM RE: PLT2005-00009 -- 1871 KINGS HIGHWAY -- Letter of Completeness Dear Bret Krasman : The Planning Staff has entered your application into the Department's filing system and assigned the case number: PLT2005-00009. After a preliminary review of the submitted documents, staff has determined that the application is Complete. The Development Review Committee (DRC) will review the application for sufficiency on May 05, 2005, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. Please call Sherry Watkins, Administrative Analyst, at 727-562-4582 no earlier than one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 727-562-4836 or Mike.Reynolds@myclearwater.com. Sincerely yours, z1fe';0ce- -? Mike Reynolds. AICP Planner III Letter of Completeness - PLT2005-00009 - 1871 KINGS HIGHWAY 0 Clearwater U FAX COVER MEMO, CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: &r4f l?f??d!'?'L?i't FAX: 74pl " Y3 yr- Phone: FROM: _Phone: r62 DATE: SUBJECT: ,?ti11 9655-- i o Z 191-1' ?-00S-- too 6 Q MESSAGE: 4 P-7 4 ?.r/Gf" Gfft?!??/ NUMBER OF PAGES(INCLUDING THIS PAGE) 3 0 brwater U April 08, 2005 Bret Krasman 31564 Us 19 N Palm Harbor, F134684 CITY OF CLPARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER.COM RE: FLD2005-03026 -- 1871 KINGS HIGHWAY -- Letter of Completeness Dear Bret Krasman : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2005-03026. After a preliminary review of the submitted documents, staff has determined that the application is Complete. The Development Review Committee (DRC) will review the application for sufficiency on May 05, 2005, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. Please call Sherry Watkins, Administrative Analyst, at 727-562-4582 no earlier than one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 727-562-4836 or Mike.Reynolds@myclearwater.com. Sincerely yours, f?l4 ?cy? Mike Reynolds, AICP Planner III Letter of Completeness - FLD2005-03026 - 1871 KINGS HIGHWAY LL z Of, arwater U April 08, 2005 Bret Krasman 31564 Us 19 N Palm Harbor, Fl 34684 CITY OF CLPARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER. COM RE: PLT2005-00009 -- 1871 KINGS HIGHWAY -- Letter of Completeness Dear Bret Krasman : The Planning Staff has entered your application into the Department's filing system and assigned the case number: PLT2005-00009. After a preliminary review of the submitted documents, staff has determined that the application is Complete. The Development Review Committee (DRC) will review the application for sufficiency on May 05, 2005, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. Please call Sherry Watkins, Administrative Analyst, at 727-562-4582 no earlier than one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 727-562-4836 or Mike.Reynolds@myclearwater.com. Sincerely yours, Mike Revnolds, AICP Planner III Letter of Completeness - PLT2005-00009 - 1871 KINGS HIGHWAY 0 9 i Apr. 08 2005 03:12PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97813345 Apr.08 03:11PM 01'02 SND 03 OK TO TURN OFF R133ORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HE_P-FAX C435-7329). Clearwater U FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: ?? ?C!??dlc? FAX: Z 2 2 Phone: FROM: Phone: DATE: SUBJECT: MESSAGE: NUMBER OF PAGES(INCLUDING THIS PAGE) 7 • • CITY OF CLEARWATER APPLICATION FOR PLAT APPROVAL PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, TA FLOOR PHONE (727)-5624567 FAX (727) 5624865 l PROPERTY OWNER'S NAME ADDRESS PHONE NUMBER FAX NUMBER APPLICANT'S NAME ADDRESS PHONE NUMBER FAX NUMBER AGENT NAME ADDRESS PHONE NUMBER FAX NUMBER I, the undersigned, acknowledge that all STATE OF FLORIDA, COUNTY OF PINELLAS representations made in this application Sworn to and subscribed before me this _ day of are true and accurate to the best of my , A.D., 19 to me and/or knowledge. by , who is personally known to me or has produced as identification. Signature of owner or representative Notary Public my commission expires: Fourteen (14) copies of the preliminary plat must be submitted. The preliminary plat shall be prepared by a surveyor, architect, landscape architect or engineer drawn to a scale 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 POSITIONED, OF ADJOINING PLATS; • • 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. CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2' FLOOR PHONE (727)-5624567 FAX (727) 5624576 INFORMATION REQUIRED FOR SUBMITTAL OF FINAL PLAT INSTRUCTIONS The final plat shall be suitable for recording at the office of the clerk of the circuit court. It shall be prepared and sealed buy a land surveyor registered by the state and shall conform with the requirements of Florida Statute, Chapter 177, and the requirements of this subsection. It shall be drawn at a scale of one inch equals 50 feet or other scale determined appropriate by the city engineer. The overall sheet size of the plat shall be consistent with the standards established by the clerk of the circuit court for recording. Each sheet shall be provided with a one-inch margin on each of three sides and a three-inch margin on the left side of the plat for binding purposes. Eighteen (18) copies of the Final Plat must be submitted. ALL FINAL PLATS MUST CONTAIN THE FOLLOWING INFORMATION: NAME OF PLAT; LOCATION OF THE PLAT BY U.S. SURVEY SYSTEM AND POLITICAL SUBDIVISION, INCLUDING SECTION, TOWNSHIP, RANGE, COUNTY AND STATE; NAMES OF EXISTING STREETS ABUTTING RO GIVING ACCESS TO THE PROPOSED PLAT; ALL PLAT BOUNDARIES BASED ON AN ACCURATE TRANSVERSE, WITH ALL ANGULAR AND LINEAR DIMENSIONS SHOWN. ERROR OF ENCLOSURE OF SUCH BOUNDARY SURVEY SHALL NOT EXCEED ONE FOOT FOR EACH 10,000 FEET OF PERIMETER SURVEY; ALL BLOCKS, LOTS, STREETS, CROSSWALKS, EASEMENTS AND WATERWAYS, WITHIN AND ADJACENT TO THE PLAT, ALL OF WHICH SHALL HAVE ALL ANGULAR AND LINEAR DIMENSIONS GIVEN AND ALL RADII, INTERNAL ANGLES, BEARINGS, POINTS OF CURVATURE, TANGENTS AND LENGTHS OF ALL CURVES, SO THAT NO DIMENSIONS OR DATA ARE MISSING WHICH ARE REQUIRED FOR THE FUTURE LOCATION OF ANY OF THE CORNERS OR BOUNDARIES OF BLOCKS, LOTS OR STREETS, AS LISTED ABOVE. WHEN ANY LOT OR PORTION OF THE PLAT IS BOUNDED BY AN IRREGULAR LINE, THE MAJOR PORTION OF THAT LOT OR PLAT SHALL BE ENCLOSED BY A WITNESS LINE SHOWING COMPLETE DATA, WITH DISTANCES ALONG SUCH LINES EXTENDED BEYOND THE ENCLOSURE TO THE IRREGULAR BOUNDARY SHOWN WITH AS MUCH CERTAINTY AS CAN BE DETERMINED OR AS `MORE OR LESS-, IF VARIABLE. ALL DIMENSIONS SHALL BE GIVEN TO THE NEAREST HUNDREDTH OF A FOOT. TRUE ANGLES AND DISTANCES SHALL BE DRAWN TO THE NEAREST ESTABLISHED OFFICIAL MONUMENTS, NOT LESS THAN THREE OF WHICH SHALL BE ACCURATELY DESCRIBED ON THE PLAT. THE INTENDED USE OF ALL EASEMENTS SHALL BE CLEARLY STATED. CURVILINEAR LOTS SHALL SHOW ARC DISTANCES, AND RADII, CHORD, AND CHORD BEARING. RADIAL LINES SHALL BE SO DESIGNATED. DIRECTION OF NONRADIAL LINES SHALL BE INDICATED; SUFFICIENT ANGLES AND BEARINGS SHALL IDENTIFY THE DIRECTION OF ALL LINES AND SHALL BE SHOWN TO THE NEAREST SECOND; 0 4?/' ALL RIGHT-OF-WAY CENTERLINES SHALL BE SHOWN WITH DISTANCES, ANGLES, BEARINGS OR AZIMUTH, POINTS OF CURVATURE, POINTS OF TANGENCY, POINTS OF REVERSE CURVATURE, POINTS OF COMPOUND CURVATURE, ARC DISTANCE, CENTRAL ANGLES, TANGENTS, RADII, CHORD, AND CHORD BEARING OR AZIMUTH, OR BOTH ALL EASEMENTS OR RIGHTS-OF-WAY PROVIDED FOR PUBLIC SERVICES OR UTILITIES, AND ANY LIMITATIONS OF SUCH EASEMENTS; ALL LOT NUMBERS AND LINES. LOT LINES SHALL BE MARKED WITH ACCURATE DIMENSIONS IN FEET AND HUNDREDTHS OF FEET, AND BEARINGS OR ANGLES TO STREET LINES; ACCURATE DESCRIPTIONS OF ANY AREA TO BE DEDICATED OR RESERVED FOR PUBLIC USE WITH THE PURPOSE INDICATED THEREON; TITLE, DATE OF SURVEY, GRAPHIC SCALE OF MAP AND NORTH ARROW. THE BEARING OR AZIMUTH REFERENCE SHALL BE CLEARLY STATED ON THE FACE OF THE PLAT IN THE NOTES OR LEGEND; PERMANENT REFERENCE MONUMENTS SHALL BE PLACED IN ACCORDANCE WITH REQUIREMENTS OF THE SATE OF FLORIDA; EACH PLAT SHALL SHOW A DESCRIPTION OF THE LANDS PLATTED, AND THE DESCRIPTION SHALL BE THE SAME IN THE TITLE CERTIFICATION. THE DESCRIPTION SHALL BE SO COMPLETE THAT FROM IT, WITHOUT REFERENCE TO THE PLAT, THE STARTING POINT AND BOUNDARY CAN BE DETERMINED; THE CIRCUIT COURT CLERK'S CERTIFICATE AND THE LAND SURVEYOR'S CERTIFICATE AND SEAL; ALL SECTION LINES AND QUARTER SECTION LINES OCCURRING IN THE MAP OR PLAT SHALL BE INDICATED BY LINES DRAWN UPON THE MAP OR PLAT, WITH APPROPRIATE WORDS AND FIGURES. IF THE DESCRIPTION IS BY METES AND BOUNDS, THE POINT OF BEGINNING SHALL BE INDICATED, TOGETHER WITH ALL BEARINGS AND DISTANCES OF THE BOUNDARY LINES. IF THE PLATTED LANDS ARE IN A LAND GRANT OR ARE NOT INCLUDED IN THE SUBDIVISION OF GOVERNMENT SURVEYS, THEN THE BOUNDARIES ARE TO BE DEFINED BY METES AND BOUNDS AND COURSES. THE POINT OF BEGINNING IN THE DESCRIPTION SHALL BE TIED TO THE NEAREST GOVERNMENT CORNER OF OTHER RECORDED AND WELL-ESTABLISHED CORNER; ALL CONTIGUOUS PROPERTIES SHALL BE IDENTIFIED BY PLAT TITLE, PLAT BOOK AND PAGE OR, IF UNPLATTED, LAND SHALL BE SO DESIGNED. IF THE AREA PLATTED IS A REPLATTING OF A PART OR THE WHOLE OF A PREVIOUSLY RECORDED PLAT, SUFFICIENT TIES SHALL BE SHOWN TO CONTROLLING LINES APPEARING ON THE EARLIER PLAT TO PERMIT AN OVERLAY TO BE MADE AND REFERENCE TO THE REPLATTING SHALL BE STATED AS A SUBTITLE FOLLOWING THE NAME OF THE PLAT WHEREVER IT APPEARS ON THE PLAT; ALL LOTS SHALL BE NUMBERED EITHER BY PROGRESSIVE NUMBERS OR, IF IN BLOCKS, PROGRESSIVELY NUMBERED OR LETTERED IN EACH BLOCK, EXCEPT THAT BLOCKS IN NUMBER ADDITIONS BEARING THE SAME NAME MAY BE NUMBERED CONSECUTIVELY THROUGHOUT THE SEVERAL ADDITIONS; PARK, RECREATION AND OPEN SPACE PARCELS SHALL BE SO DESIGNATED; ALL INTERIOR EXCEPTED PARCELS SHALL BE CLEARLY INDICATED AND LABELED "NOT A PART OF THIS PLAT"; THE PURPOSE OF ALL AREAS DEDICATED MUST BE CLEARLY INDICATED OR STATED ON THE PLAT; WHEN IT IS NOT POSSIBLE TO SHOW CURVE DETAIL INFORMATION ON THE MAP, A TABULAR FORM MAY BE USED. THE FOLLOWING DOCUMENTATION MUST BE SUBMITTED WITH THE FINAL PLAT: A TITLE OPINION OF AN ATTORNEY LICENSED IN THE SATE OR A CERTIFICATION BY AN ABSTRACTOR OR A TITLE COMPANY STATING THAT THE COURT RECORDS IDENTIFY THAT THE TITLE TO THE LAND AS DESCRIBED AND SHOWN ON THE PLAT IS IN THE NAME OF THE PERSON EXECUTING THE DEDICATION. IN ADDITION, A DOCUMENT ENTITLED CONSENT TO PLATTING OF LANDS AND PARTIAL RELEASE OF MORTGAGE SHALL BE FILED TOGETHER WITH THE FINAL PLAT FOR EACH PERSON OR CORPORATION HOLDING A MORTGAGE ON ALL LAND INCLUDED ON THE PLAT, WHERE SUCH PERSON HAS NOT SIGNED THE FINAL PLAT. THE TITLE OPINION OR CERTIFICATION SHALL SHOW ALL MORTGAGES NOT SATISFIED OR RELEASED OF RECORD NOR OTHER WISE TERMINATED BY LAW; CERTIFICATION BY A REGISTERED LAND SURVEYOR THAT THE PLAT REPRESENTS A SURVEY MADE BY THAT INDIVIDUAL, THAT ALL THE NECESSARY SURVEY MONUMENTS, LOT SIZES AND LOT DIMENSIONS ARE CORRECTLY SHOWN THEREON, AND THAT THE PLAT COMPLIES WITH ALL OF THE SURVEY REQUIREMENTS OF CHAPTER 177 AND THIS DEVELOPMENT CODE. IMPRESSED ON THE PLAT AND AFFIXED THERETO SHALL BE THE PERSONAL SEAL AND SIGNATURE TO THE REGISTERED LAND SURVEYOR INCLUDING THE REGISTRATION NUMBER OF THE SURVEYOR, BY WHOM OR UNDER WHOSE AUTHORITY AND DIRECTION THE PLAT WAS PREPARED; A BOUNDARY SURVEY OF THE PLATTED LANDS. HOWEVER, A NEW BOUNDARY SURVEY FOR A REPLAT IS REQUIRED ONLY WHEN THE REPLAT AFFECTS ANY BOUNDARY OF THE PREVIOUSLY PLATTED PROPERTY OR WHEN IMPROVEMENTS HAVE BEEN MADE ON THE LANDS TO BE REPLATTED OR ADJOINING LANDS. THE BOUNDARY SURVEY MUST BE PERFORMED AND PREPARED UNDER THE RESPONSIBLE DIRECTION AND SUPERVISION OF A PROFESSIONAL SURVEYOR AND MAPPER PRECEDING THE INITIAL SUBMITTAL OF THE PLAT TO THE LOCAL GOVERNING BODY. THIS SUBSECTION DOES NOT RESTRICT A LEGAL ENTITY FROM EMPLOYING ONE PROFESSIONAL SURVEYOR AND MAPPER TO PERFORM AND PREPARE THE BOUNDARY SURVEY AND ANOTHER PROFESSIONAL SURVEYOR AND MAPPER TO PREPARE THE PLAT, EXCEPT THAT BOTH THE BOUNDARY SURVEY AND THE PLAT MUST BE UNDER THE SAME LEGAL ENTITY; CERTIFICATION THAT ALL REAL ESTATE TAXES HAVE BEEN PAID; EVERY PLAT OF A SUBDIVISION OR CONDOMINIUM FILED FOR RECORD SHALL INCLUDE ANY REQUIRED DEDICATION BY THE APPLICANT. THE DEDICATION SHALL BE EXECUTED BY ALL OWNERS HAVING A RECORD INTEREST IN THE LAND BEING PLATTED, IN THE SAME MANNER IN WHICH DEEDS ARE REQUIRED TO BE EXECUTED. ALL MORTGAGEES HAVING A RECORD INTEREST IN THE LAND PLATTED SHALL EXECUTE, IN THE SAME MANNER IN WHICH DEEDS ARE REQUIRED TO BE EXECUTED, EITHER THE DEDICATION CONTAINED ON THE PLAT OR IN A SEPARATE INSTRUMENT JOINING THE RATIFICATION OF THE PLAT AND ALL DEDICATION AND RESERVATIONS THEREON IN THE FORM OF A CONSENT TO PLAT FROM ALL MORTGAGE INTERESTS ACCEPTABLE TO THE CITY ATTORNEY. WHEN A TRACT OR PARCEL OF LAND HAS BEEN PLATTED AND A PLAT THEREOF BEARING THE DEDICATION EXECUTED BY THE DEVELOPER AND APPROVAL OF THE CITY HAS BEEN SECURED AND RECORDED IN COMPLIANCE WITH THIS DIVISION, ALL STREETS, ALLEYS, EASEMENTS, RIGHTS-OF-WAY AND PUBLIC AREAS SHOWN ON SUCH PLAT, UNLESS OTHERWISE STATED, SHALL BE DETERMINED TO HAVE BEEN DEDICATED TO THE PUBLIC FOR THE USES AND PURPOSES STATED THEREON, NOTWITHSTANDING ANY SEPARATE ACTION BY RESOLUTION OF THE CITY COMMISSION TO FORMALLY ACCEPT SUCH OFFERS OF DEDICATION; ANY EXISTING OR PROPOSED PRIVATE RESTRICTION AND TRUSTEESHIPS AND THEIR PERIODS OF EXISTENCE SHALL BE FILED AS A SEPARATE INSTRUMENT AND REFERENCE TO SUCH INSTRUMENT SHALL BE NOTED ON THE FINAL PLAT; • Apr. 06 2005 02:23PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97813345 Apr.06 02:21PM 02'21 SND 06 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). • Apr. 06 2005 02:25PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97813345 Apr.06 02:24PM 00'50 SND 01 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY DING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329]. 19 IsM Apr. 06 2005 02:30PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97813345 Apr.06 02:27PM 02'19 SND 06 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-73297. AFTER A FINAL PLAT HAS BEEN APPROVED, THREE PRINTS OF AS-BUILT DRAWINGS SHOWING THE IMPROVEMENTS THAT HAVE BEE CONSTRUCTED ACCORDING TO THE APPROVED SUBDIVISION CONSTRUCTION PLANS AND A COPY OF THE FINANCIAL GUARANTEE FOR COMPLETION OF REQUIRED IMPROVEMENTS SHALL BE FILED WITH THE CITY ENGINEER BEFORE SUCH PLAT SHALL BE RECORDED. FINANCIAL GUARANTEE: UNLESS ALL REQUIRED IMPROVEMENTS HAVE BEEN SATISFACTORILY COMPLETED, AN ACCEPTABLE FINANCIAL GUARANTEE FOR REQUIRED IMPROVEMENTS SHALL ACCOMPANY EVERY PLAT WHICH IS TO BE RECORDED TO ENSURE THE ACTUAL SATISFACTORY COMPLETION OF CONSTRUCTION OF ALL REQUIRED IMPROVEMENTS WITHIN NOT MORE THAN TWO YEARS FOLLOWING THE DATE OF THE RECORDING, OR ONE YEAR IF SIDEWALKS ARE THE ONLY REQUIRED IMPROVEMENT TO BE COMPLETED FOLLOWING THE DATE OF RECORDING. AN ACCEPTABLE FINANCIAL GUARANTEE FOR REQUIRED IMPROVEMENTS SHALL BE IN AN AMOUNT NOT LESS THAN THE ESTIMATED COST OF THE IMPROVEMENTS, AS APPROVED BY THE CITY ENGINEER, AND MAY BE REQUIRED TO BE INCREASED IF THE CITY ENGINEER DETERMINES IT APPROPRIATE AND MAY BE REDUCED FROM TIME TO TIME IN PROPORTION TO THE WORK COMPLETED, AND MAY TAKE ONE OF THE FOLLOWING FORMS, SUBJECT TO THE APPROVAL OF THE CITY ENGINEER AND THE CITY ATTORNEY; CASH, TO BE HELD IN A SEPARATE ESCROW ACCOUNT BY THE CITY; OR AN IRREVOCABLE LETTER OF CREDIT WRITTEN BY A BANK CHARTERED BY THE SATE, THE UNITED STATES GOVERNMENT, OR ANY OTHER STATE OF THE UNITED STATES IF THE BANK IS AUTHORIZED TO DO BUSINESS IN THE STATE OF FLORIDA, AND ACCEPTABLE TO THE CITY MANAGER. THE LETTER OF CREDIT SHALL INCLUDE AMONG OTHER THINGS, AN EXPIRATION DATE NOT EARLIER THAN ONE YEAR FROM THE DATE OF ISSUANCE; A PROVISION REQUIRING THE ISSUER OF THE LETTER OF CREDIT TO GIVE AT LEAST 30 DAYS WRITTEN NOTICE TO THE CITY PRIOR TO EXPIRATION OR RENEWAL OF THE LETTER; AND A PROVISION THAT THE LETTER IS AUTOMATICALLY RENEWED FOR A PERIOD OF TIME EQUALING ITS ORIGINAL TERM OF THE REQUIRED NOTICE IS NOT GIVEN; OR A SURETY BOND ISSUED BY A SURETY COMPANY AUTHORIZED TO DO BUSINESS IN THE STATE. THE SURETY BOND SHALL INCLUDE, AS A MINIMUM, THE PROVISION REQUIRED FOR LETTERS OF CREDIT. S:%Planning DepartmenWplication FormsWevelopment revievAPlat Approval Application - 6-23-2003.doc Apr. 06 2005 02:31PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97813345 Apr.06 02:31PM 00'38 SND 01 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329). II CITY OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW April 5, 2005 Mr. Bret Krasman, P.E. 31564 US Highway 19 North Palm Harbor, Florida 34684 RE: Application for Flexible Development (FLD) approval Case Number FLD2005- 03026. Dear Mr. Krasman: The Planning staff has reviewed your application for Flexible Development approval as listed above for property located at 1871 Kings Highway. After a preliminary review of the submitted documents, staff has determined that the application is incomplete. Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. In order to stay on the current schedule for review for sufficiency by the Development Review Committee (DRC) on May 5, 2005, the following information is required to be submitted by 9:00 am on April 11, 2005 (should you be unable to meet this time frame, the next submittal deadline is April 28, 2005 [noon] to be reviewed for sufficiency by the DRC on June 2, 2005, if the application is deemed complete). The following items and/or information are required in order to make your application complete (submit one original and 14 copies): C]/ Need Preliminary Plat application and $600. fee. -2. d. 5 Site Plan legibility needs addressing. Lighten the graphics. state ' Provide side setback dimensions, as there is no rear setback. 8. BRIAN J. AUNGST, MAYOR-COMMISSIONER HOYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMMISSIONFR FRANK HI1313ARD, COMMISSIONER ® Biu JONSON, COMMISSIONER "EQUAL. EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" lip 0 a „r April 5, 2005 Krasman- Page 2 State the building height within the site data table. Provide a color building elevation. Provide a reduced landscape plan in color. 2. Provide a Comprehensive Landscape Program application. Please note that this letter addresses completeness items only. Sufficiency will be determined upon receipt of a complete and correct application form. If you have any questions, please do not hesitate to call me at 727-562-4836. You can access zoning information for parcels within the City through our website: www.myclearwater.com. Sincerely, fki G?4.?C ti. Michael H. Reynolds, AICP Planner III S: (Planning Departmentl C D BIFLEX (FLD)IPending caseslUp for the next DRCIKings Highway 1871 (MDR) - MHRIKings Highway 1871 Incomplete Letter.doc Clearwater FAX COVER MEMO, CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: V4Q t le'g FAX: ?zr Phone: FROM: N/1<z 3c ?1.4f Phone: DATE: q o% SUBJECT: Zob ?" c?3U 2 NUMBER OF PAGES(INCLUDING THIS PAGE) j = e LONG RANGE PLANNING DEVELOPMENT REVIEW • CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 April 5, 2005 0 Mr. Bret Krasman, P.E. 31564 US Highway 19 North Palm Harbor, Florida 34684 RE: Application for Flexible Development (FLD) approval Case Number FLD2005- 03026. Dear Mr. Krasman: The Planning staff has reviewed your application for Flexible Development approval as listed above for property located at 1871 Kings Highway. After a preliminary review of the submitted documents, staff has determined that the application is incomplete. Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. In order to stay on the current schedule for review for sufficiency by the Development Review Committee (DRC) on May 5, 2005, the following information is required to be submitted by 9:00 am on April 11, 2005 (should you be unable to meet this time frame, the next submittal deadline is April 28, 2005 [noon] to be reviewed for sufficiency by the DRC on June 2, 2005, if the application is deemed complete). The following items and/or information are required in order to make Your application complete (submit one original and 14 copies): 1. Need Preliminary Plat application and $600. fee. 2. Need Stormwater submittal requirements to be addressed. 3. Need Tree Survey. 4. Need Grading Plan. 5. Site Plan legibility needs addressing. Lighten the graphics. 6. Site Plan: clearly show all setback distances with dimensional arrows and state in linear feet with decimals. 7. Provide side setback dimensions, as there is no rear setback. 8. Show visibility triangles with dimensions. BRIAN J. AUNGST, MAYOR-COMMISSIONER HOYr HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONIR FRANK HIBBARD, COMMISSIONER ® BILLJONSON, COWMISSIONER "EQUAL. EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" • • April 5, 2005 Krasman- Page 2 9. State the building height within the site data table. 10. Provide a color building elevation. 11. Provide a reduced landscape plan in color. 12. Provide a Comprehensive Landscape Program application. Please note that this letter addresses completeness items only. Sufficiency will be determined upon receipt of a complete and correct application form. If you have any questions, please do not hesitate to call me at 727-562-4836. You can access zoning information for parcels within the City through our website: www.myclearwater.com. Sincerely, Michael H. Reynolds, AICP Planner III S: (Planning Departmentl C D 81FLEX (FLD) I Pending cases) Up for the next DRCIKings Highway 1871 (MDR) - MHRIKings Highway 1871 Incomplete Letter.doc 0 r r Apr. 05 2005 03:48PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97813345 Apr.05 03:47PM 00'59 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-600-HELP-FAX C435-7329). 0 L.L Clearwater U FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 FAX: MESSAGE: -- -1 'Fn 334 -YR7- NUMBER OF PAGES(INCLUDING THIS PAGE) IL DATE: SUBJECT: 'F- T' 3/28/2005 Receipt #0 1200500000000002379 11:04:21AM Date: 03/28/2005 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2005-03026 04 Flexible Commercial 010-341262 1,205.00 Line Item Total: $1,205.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check GULFBLUE DEVELOPMENT INC R_D 3144 In Person Payment Total: W 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. Page 1 of l 1,205.00 $1,205.00 cRecei pt.rpt r , 11 Mar. 28 2005 12:13PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97813345 Mar.28 12:12PM 00'39 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). GULFBLUE DEVELOPMENT, INC. City of Clearwater 238 • Other Permit Fees 2/24/2005 3144 1,205.00 Cash - Operating 1,205.00 k CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, June 21, 2005, beginning at 1:00 p.m., in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Ave, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. (Cont from 05-17-05) Skiff Point of Clearwater, LLC is requesting Flexible Development approval to permit 15 attached dwelling units with reductions to the front (east) setback from 25 ft to 15 ft to building and from 25 ft to 3 ft to pavement; a reduction to the side (north and south) setbacks from 10 ft to 6.5 ft to building and 5 ft to parking; a reduction to the rear (south) setback from 15 ft to zero ft to pool deck, 5 ft to pool and 7.5 ft to parking; and an increase in height from 30 ft to 49 ft to roof deck and additional 4 ft for parapet (from roof deck to top of parapet) and an additional 16 ft for elevator overrun (from roof deck), as a Residential Infill Project, in the Island Estates Neighborhood Conservation Overlay District (lENCOD)/Medium High Density Residential (MHDR) District under the provisions of Sec. 2-404.F and 2-1602. C and H. (Proposed Use: Attached dwellings (15 dwelling units) at 200 and 201 Skiff Point, Island Estates of Clearwater Unit 5-A, Lots 35 & 36. Assigned Planner: Mark T. Parry, Consulting Planner. FLD2005-01012 2. Brightwater Cove, LLC is requesting (1) Flexible Development approval to permit 9 attached dwellings (townhomes) with a reduction to the side (east) setback from 10 ft to 6 ft (to building), as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2- 803.C, as an amendment to a previously approved Comprehensive Infill Redevelopment Project (Case No. FLD2003-02007 [which permitted attached dwellings within the Tourist District with reductions of the side (east and west) setbacks from 10 ft to 7 ft and 6 ft, respectively, (to building), reduction in the rear (north) setback from 20 ft to zero ft (to pavement) and 13 ft (to pool) and to permit parking that is designed to back into the public right-of-way, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2-803.C]); and (2) Preliminary Plat for the replatting of 9 townhome lots. [Proposed Use: Attached dwellings (9 townhomes)] at 130 Brightwater Dr, Brightwater Cove No. 2, Lot 1. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2003-02007A/PLT2005-00013 3. Del Mar Development, LLC (Rob Szasz) are requesting Flexible Development approval to permit a 322.5 sq-ft addition to a previously approved 497 sq-ft multi-use dock for a total of 14 slips (10 existing; 4 proposed), under the provisions of Sec. 3-601. (Proposed Use: Dock addition to a condominium project) at 1860 N Ft Harrison Ave, Villa Del Mar of Clearwater Condo Unit 106. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005-03025 4. Clearwater Retail Partners, LLC is requesting Flexible Development approval to permit retail sales and services with a reduction to the front (west along US Highway 19 N) setback from 25 ft to 17.17 ft (to pavement), reductions to the side (north) setback from 10 ft to 5.59 ft (to building) and from 10 ft to 9.5 ft (to pavement), a reduction to the side (south) setback from 10 ft to 5.21 ft (to pavement), a reduction to the rear (east) setback from 20 ft to zero ft (to pavement), increases to building height of an additional 6 ft for perimeter parapets (from roof deck - roof w • k deck at 18.67-ft height) and an additional 13.83 ft for architectural embellishments (from roof deck) and a deviation to allow direct access to a major arterial street (US Highway 19 N), as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2-704.C; and a reduction to the interior landscaping requirement from 10 percent to 6.8 percent, as a Comprehensive Landscape Program, under the provisions of Sec. 3-1202.G. (Proposed Use: Retail sales and services (7,350 sq ft) at 18419 US Hwy 19 N, Sec. 20-29-16, M&B 33.04. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005-02017 5. Adelheid Hanghofer & Ocean Breeze, LLC are requesting (1) Flexible Development approval to permit 14 attached dwellings in the Medium High Density Residential (MHDR) District and the Tourist (T) District with a reduction to lot area in the MHDR District from 15,000 sq ft to 8,700 sq ft and in the T District from 10,000 sq ft to 8,700 sq ft, a reduction to lot width in the MHDR District from 150 ft to 100 ft, reductions to the front (north along Somerset Street) in the MHDR District from 25 ft to 13.67 ft (to building) and from 25 ft to zero ft (to trash staging area) and in the T District from 15 ft to 13.67 ft (to building), a reduction to the front (east along Mandalay Avenue) in the T District from 15 ft to 10 ft (to building), an increase to building height in the MHDR District from 30 ft and in the T District from 35 ft to 50.25 ft (to roof deck) with perimeter parapets of 5.25 ft (from roof deck) and rooftop, open pavilions of 11.75 ft (from roof deck) and to allow a building within the required sight visibility triangles, as a Residential Infill Project in the MHDR District, under the provisions of Sec. 2-404.F and 2-803.B; (2) Reduction to the landscape buffer along Somerset St from 10 ft to zero ft (to trash staging area), as a Comprehensive Landscape Program, under the provisions of Sec. 3-1202.G; and (3) Transfer of Development Rights (TDR2005-01016) of 2 dwelling units to this site from 200 Brightwater Dr, under the provisions of Sec. 4-1402. [Proposed Use: Attached dwellings (14 condominiums)] at 19 & 21 Somerset St, Clearwater Beach Rev Blk 2, lots 6-9. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2005-01006/TDR2005-01016 6. Warner Hospitality, Scott A Warner, & Patricia A Kellan (Newkirk Ventures, Inc.) are requesting (1) Termination of Status of Nonconformity for density (16 existing attached dwelling units; 16 attached dwelling units proposed), under the provisions of Sec. 6-109; and (2) Flexible Development approval to permit 16 attached dwellings with reductions to the front (south) setback from 15 ft to 9 ft (to pavement) and from 15 ft to 3 ft (to trash staging area), reductions to the side (east) setback from 10 ft to 7.8 ft (to building) and from 10 ft to 5 ft (to pavement), reductions to the side (west) setback from 10 ft to 8.5 ft (to building) and from 10 ft to 5.3 ft (to pavement), a reduction to the rear (north) setback from 20 ft to 10 ft (to building and pavement) and an increase to building height from 35 ft to 87.3 ft (to roof deck) with perimeter parapets of 5.67 ft (from roof deck), under the provisions of Sec. 2-803.B. [Proposed Use: Attached dwellings (16 condominiums)] at 706 Bayway Blvd, Bel Crest Condo Units 1 & 17. Assigned Planner: Wayne M. Wells, A1CP, Planner III. FLD2005-03031 7. Clara & Dorothy Boldog, Americana Gulf Motels, Ltd, Ptr, Lucca Development, LLC, Thomas J & Stasia Wilk, & US-Euro-Trade, Inc. are requesting Flexible Development approval to permit attached dwellings in the Tourist District (Parcels A and B) and an increase in height from 30 ft to 148 ft (as measured from base flood elevation to the roof deck) (Parcel A), an increase in the height of a parapet wall from 30 inches (2.5 ft) to 7 ft (Parcel B), permit a building within the required sight visibility triangles along Coronado Drive and 5th Street and an increase in height from 30 ft to 64 ft (as measured from base flood elevation to the roof deck) (Parcel B) as part of a Comprehensive Infill Redevelopment Project under the provisions of Sec. 2-803.C., a Termination of the status of a nonconformity (equivalent of 119 hotel units [116 hotel units and 3 dwelling units] where 93 hotel units are permitted) within the Tourist District under the provisions of Sec. 6-109.C (Parcels A, B and C), Preliminary Plat and a Transfer of Development 0 0 Rights (TDR2005-03020) of 18 hotel units from 401 Coronado/406 Hamden Drives (donor site) to 325 South Gulfview Blvd (receiver site - Parcels A, B and C) under the provisions of Sec. 4- 1402 and 4-1403. [Proposed Use: Attached dwellings (102 units)] at 325 S Gulfview Blvd, 326, 345, 347 & 353 Coronado Dr, & 346 Hamden Dr, Lloyd-White-Skinner Sub, Lots 63-66, & 112-117, Columbia Sub No 2 Blk A, Lots 12-14, & Collumbia Sub No 3 Lots 8, 9 & 9A. Assigned Planner: Mark T. Parry, Consulting Planner. FLD2005-02021/TDR2005- 03020/PLT2005-00010 8. Harold Barian (Dave Smart) are requesting Flexible Development approval to reduce the front (north) setback from 25 ft to 17 ft (to pavement), under the provisions of Sec. 2-404, to reduce the front (north) landscape buffer from 15 ft to 7 ft and reduce the front (west) landscape buffer from 10 ft to 5 ft as part of a Comprehensive Landscape Program under the provision of Sec. 3-1202.G. and a Preliminary Plat. [Proposed Use: Attached dwellings (10 townhome units)] at 1413 Sunset Pt Rd & 1871 Kings Hwy, Brentwood Estates Lots B & C. Assigned Planner: Mark T. Parry, Consulting Planner. FLD2005-03026/PLT2005-00009 9. Beach & Gulf Sands, Inc., & North Clearwater Beach Development (Anthony Menna) are requesting Flexible Development approval to permit 13 attached dwellings in the Tourist District and an increase in height from 35 ft to 64 ft (as measured from base flood elevation to the roof deck), an increase in the height of a parapet wall from 30 inches to 42 inches, permit 2 parking spaces within the required sight visibility triangles along Bay Esplanade, a reduction in the front (north) setback from 15 ft to 5 ft (to pavement) and 3 ft (to trash staging area), reduction in the side (east) setback from 10 ft to zero ft (to pool deck), 10 ft (to pool) and 7 ft (to building), reduction in the side (west) setback from 10 ft to 3 ft (to trash staging area) and a reduction the rear (south) setback from 20 ft to zero ft to pool deck, 8 ft (to pool) and 10 ft (to building), as part of a Comprehensive Infill Redevelopment Project under the provisions of Sec. 2-803.C., Transfer of Development Rights (TDR2005-03019) of 2 dwelling units from 116 Brightwater Dr (donor site) to 657 Bay Esplanade (receiver site) under the provisions of Sec. 4-1402 and 4-1403 and a request for Termination of Status of Nonconformity under the provisions of Sec. 6-109. [Proposed Use: Attached dwellings (13 condominium units)] at 657 & 663 Bay Esplanade, Mandalay Unit No 5 Replat Blk 77, Lots 4 & 5. Assigned Planner: Mark T. Parry, Consulting Planner. FLD2005-03032/TDR2005-03019 10. Beckett Lake Lodge is requesting Flexible Development approval to permit the transfer of 1 dwelling unit (TDR2005-04021) from the portion of the subject site within the Preservation (P) district and Preservation (P) future land use plan (FLUP) category to a portion of the site within the Medium Density Residential (MDR) district and Residential Low Medium (RLM) FLUP category under the provisions of Sec. 4-1402 - 1403 and to allow an assisted living facility on the site located at 2271 Montclair Rd as a Residential Infill Project without fronting on a major arterial street approved by the Community Development Board on March 21, 2000) by expanding the number of beds from 144 beds to 180 beds, reduce the front (north) setback from 25 ft to 23 ft, not providing a landscaped wall or fence which will screen parking from adjacent parcels of land as required by Sec. 3-304.A.2 and a reduction in the required number of parking spaces from 90 spaces (1 space per 2 residents) to 72 spaces (1 space per 2.5 residents), as a Residential Infill Project, under the provisions of Sec. 2-304.G.. (Proposed Use: 180-bed Assisted Living Facility) at 2155 Montclair Rd, Sec. 01-29-15, M&B 14.01. Assigned Planner: Mark T. Parry, Consulting Planner FLD2005-03030 11. Boos Development Group, Inc (Boos Florida Development, LLC, Robert B Boos) are requesting Flexible Development approval to permit a fence\wall 6 ft in height within the front (north and south) setbacks along East Palmetto and Marilyn Streets, respectively on a property 0 0 within the Medium High Density Residential District (MHDR) (pending case ANX2005-03009), under the provisions of Sec. 3-804.A.1. (Proposed Use: 144 attached dwellings) at 2077 E Palmetto St & 2093 Palmetto St, Pinellas Groves SE '/4, Lots 3-4, 12-14, & Part of Lot 5. Assigned Planner: Mark T. Parry, Consulting Planner FLD2005-03028 Interested parties may appear and be heard at the hearings or file written notice of approval or objection with the Planning Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4-206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross-examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562-4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Planning Director City of Clearwater P.O. Box 4748, Clearwater, FL 33758-4748 NOTE: Applicant or representative must be present at the hearing. Cynthia E. Goudeau, CMC City Clerk A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562-4093 WITH THEIR REQUEST. Ad: 06/05/05 COMVSrTE SMWJLB El I I El 'Ve" Fk ON WOOD FRAMM REAR ELEVATION ORIGINAL ep ?" 1N3WR1Vd34 JNINN`dld ? t ?, I 40DZ ? 2. I.tlW OF ? y F y 0 a r?i .? ? o0 A d'nU ?v rA z W? 0? o wv v? Nza o wa 3?? m <5 ?? BWam ?a?up LLa??? ppW r3u WZ W_ U ? p U Q r zQ w ?wgoLLs U1 U z A J H X U A? o ?a ? .a o OR aLLIrv w w ?3? N O r?? w r,N Vr V A rvUr 4 N? F U W ti 0 ?y 0 a r z F 7, ? x 3 ?a '? 0 y nW F ?u SITE PLAN APPROVED CASE # kDa27o<..c1ozc --- 4 Zr of DATE FRONT ELEVATION CASE TYPE DRC DATE 2 S •o3-ol ORIGINAL d3i' MdV310dOA110 1N3W1aVd3a 9NINNYid 50Dz v 7 Abby (a?§%Mo?w UAFE at,. L'_°5,_ LEFT SIDE ELEVATION '5/8" CalENNMM FK ON CANC. BLOCK y H } 0 .d FBI 7. H< m z ° kf) ?41 yk Q UV f/1 Z N F p. o t V1 v y p 'r w a Ow U Ay =?? x az?if w `aemem LL tz of -a 30 of wx w_ U puO > fl z a O u? d u i w z O LL 0 _ocauou 0 w u l? Ll E f z 0 l z 0 d U 0 w F U W ti 0 a a o: w ?^ 0 az z Za yZ w F d A z d U z w a? n w y J ^ Cr ? c t W 1 O W (L, W E; ? V V. nUn X w Gulf blue • blue Development, Inc. ORIGINAL 2758 Summerdale Dr. Clearwater, FL 33761-2954 727-726-6122 RECEVED MAY 12 2005 PLANNING DEPARTMENT CITY OF CLEARWATER SITE PLAN APPROVED CASE # P&D CASE TYPE DRC DATE ?Sot.os CDB DATE SIGNATURE DATE d?•rg?? • 0 • • ORIGINAL RECHVED MAY 12 2005 PLMN1NGDEPARTMENT CRY OFCLEARWATER ti r'??Il/1919 LONG RANGE PLANNING DEVELOPMENT REVIEW • • CITE' OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 June 23, 2005 Mr. Bret Krasman, P.E. 31564 US Highway 19 North Palm Harbor, Florida 34684 a n RE: Development Order - Case No. F.is?LD2005-03026 aiwrr.r.r 1871 Kings Highway Dear Mr. Krasman: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On June 21, 2005 the Community Development Board reviewed your request for Flexible Development approval to reduce the front (north) setback from 25 feet to 17 feet (to pavement) and reduce the side (east) setback from 10 feet to 4.5 feet (to pavement) under the provisions of Section 2-404, to reduce the front (north) landscape buffer from 15 feet to seven feet, and reduce the front (west) landscape buffer from 10 feet to five feet as part of a Comprehensive Landscape Program under the provision of Section 3-1202.G. and a Preliminary Plat. The proposal includes two townhome-style buildings with a total of ten dwelling units. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria per Section 2-404.A. 2. The proposal complies with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That any future freestanding sign be a monument-style sign a maximum four feet in height and designed to match the exterior materials and color of the building; 3. That all Fire Department requirements be met prior to the issuance of any permits; BRIAN J. ALINGSf, MAYOR FRANK HIBBARD, VICE MAYOR How HA.,mn'ON, COUNCILMEMBER Blld.]ONSON, COUNCILMEMBER CARLENA. PETERSEN, COUNCILNIEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" S June 23, 2005 Krasman - Page Two 4. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right(s)-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; 5. That Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first; 6. That a site plan which clearly labels the dumpster be submitted to and approved by Staff prior to the issuance of any building permits; . - , 7. That a Tree Preservation Plan be submitted to.and.approved by Staff prior to the issuance of any building permits; 8. That black barrel service be arranged with the Solid Waste Department prior to the issuance of the first Certificate of Occupancy, 9. That approved right-of-way permits be secured from Pinellas County for any work in County rights-of-way (Sunset Point Road and Kings Highway) and copies of same be submitted to Staff prior to the issuance of any building permits; 10. That a revised site plan which shows that the southernmost swale removed and otherwise meets the requirements of the City's Land Resource Specialist prior to the issuance of any permits; and 11. That a final plat be recorded prior to the issuance of the first Certificate of Occupancy. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (June 21, 2006). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-5023 by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on July 5, 2005 (14 days from the date of the CDB meeting). T ?1 i_ June 23, 2005 Krasman - Page Three If you have any questions, please do not hesitate to call Mark T. Parry, Consulting Planner, at 727-562-4504. You can access zoning information for parcels within the City through our website: www.myclearwater.com/gov/depts/planning. *Make Us Your Favorite! Sincerely, Mic/heel D?elk, rp Planning Director S:IPlanning DepartmentlCD BIFLEX (FLD)IInactive or Finished ApplicationsWings Highway 1871 (MDR) -ApprovedlKings Highway 1871 Development Order.doc o3oa~ ~ ~ r ~ G~ ZONIN MHDR -MEDIUM HIGH DENSITY RESIDENTIAL ~E 15 EAST ND USES ~ LA ~ - RESIDENTIAL HIGH 30 UPA) 27 UNITS ALLOWABLE RH ( PROPOSED USE - 10 TOWNHOME UNITS = 27 UNITS ALLOWABLE - 0 ~ 070 0.895x30UPA ARCEL ID P - 9-15-10926-000-0960 & 0970 02 2 , LEGAL DESCRIPTION SITE AREA 0.895 ACRES 39,000 SF 130 X 300 UM SITE AREA 15,000 SF MINIM , MINIMUM LOT WIDTH 150 -LEVEL 2 INFILL ENT LAND USES ADJAC A PARCEL OF LAND LYING IN SECTION 2> TOWNSHIP 29 SOUTH, RANGE 15 EAST, NORTH - SUNSET POINT ROAD -ROW CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA, BEING FURTHER DESCRIBED ~ AS FOLLOWS: - MULTI FAMILY RESIDENTIAL SOUTH n LOTS B AND C OF BRENTWOOD ESTATES, ACCORDING TO THE MAP OR PLAT EAST -COMMERCIAL THEREOF, AS RECORDED IN PLAT BOOK 59, PAGE 28 OF THE PUBLIC RECORDS WEST -KINGS HIGHWAY -ROW OF PINELLAS COUNTY, FLORIDA. ~ ; in~i CONTAINING 0.895 ACRES MORE OR LESS. ING SETBACK ~ ~ + ~ ~ BUILD ~ ~ , aii BUILDING SETBACKS: REQUIRED PROVIDED ~ w. , ~ As: U:;ib,tl~~~ T - 15-25 25 / 60 ~ ,i FRON m m ~ 10 15' . _ ~ ~ - 0-10 / SID m.., ~ i , ,i * ~ - 10-15 N A ~ ~ - REAR / . ~ ~ a ~ ~ ~ ~ Fit~rs~ra~t~~ Lea ~ v _ ~ ~ ~ ~9; i;, T. - 30-50' MAX - _ ~ LE BUILDING H C. fit y ~ T. - 29 2 STORY - D BUILDING H li ~ ~ _ OSE PROP OOF MIDPOINT 23 4 ING HT. TOR SED BUILD .4 " ~ ` ~ ~ . ~ e~ * LOT HAS DOUBLE FRONTAGE .q ~ - x, . , _ n -~m ~ ~ ~ ~ ' ~ - f~ t~ I~ ~-r ,t I: LAND COVER ~ ~ 5 m 1- , EXISTING PROPOSED ~ ; ° ~ns ~ ~~t~~~~t P t -t v S 0.265 AC ~ ~ ~ I,ax~; BUILDINGS 0 AC ~ ~ y'I AC 0.230 AC ~ a G~, ~ ~ , . ASPHALT/SW/DRIVEWAYS 0 ~ ~ i ~ W7 _ i _ a., iari.a~ ~ . - POND 0 AC 0.0 ~ . _ ~ 0.895 AC 0.307 AC ~ a OPENSPACE I~ ~ ~ ~ 4;, ~ ~ ~ a, 1. Cas~.~~tl*~ ~ ; . ~ - . . OOD ZONE• ~ I ~~,~~t~_~~ a FL ~ ~ - n T J'' r I I ' \ ~~r SITE IS LOCATED IN FLOOD ZONE X . ~,:„a~~~; s . PANEL N0. 12103C 0089 G, MAP 9/3/03 ~ R~~t~~~~~~~~+~ , _ I TION = 12.0 BASE FLOOD ELEVA f~ ~ ~ ~ ~ ~ REFERENCED TO NAVD OF 1988 ~~Ct ~t~' -t ~~r ; ~ PdA1~Q DRAPING INDEX CT FEES SPORTATION IMPA TRAN UNIT = 14 000 10 UNITS ~ X1,400/ $ , . \ SHEET TITLE ATION~ UTILITY INFORM 1 COVER SHEET POTABLE WATER SERVICE TO BE PROVIDED BY WATER. SANITARY SEWER 2 GENERAL NOTES CITY OF CLEAR 3 EXISTING CONDITIONS SERVICE TO BE PROVIDED BY CITY OF RWATER. ELECTRIC SERVICE TO BE CLEA 4 PRELIMINARY PLAT PROVIDED BY PROGRESS ENERGY. 5 HORIZONTAL CONTROL 6 SITE PLAN UIREMENTS~ PARKING REO e rive er a ~7 DETAILS umm MULTI FAMILY = 1.5 SPACES. PER UNIT 8 DETAILS . TOTAL REQUIRED = 15 SPACES a er earw TOTAL PROVIDED = 40 SPACES L-1 LANDSCAPE + IRRIGATION NOTES 20 IN GARAGES 20 IN DRIVEWAYS IR-1 LANDSCAPE PLAN SURVEYOR KLEIN & STAUB SURVEYING, INC. NTY ROAD N0. 54 8016 OLD COU , NEW PORT RICHEY, FLORIDA 34653 ( } 727 834-8140 ENGINEER BRET KRASMAN P.E. KRASMAN & ASSOCIATES, INC. aRIaI~AL 31564 US 19 NORTH PALM HARBOR, FLORIDA. 34684 (727) 787-4684 VC. . MAY 12 2005 PERMITS ~LAN~I~G DE~ARTME6~T ES TYPE NUMBER APPROVED EXPIR t ~IT~ ~F CLEARWATE~ 2005-03026 CITY OF CLEARWATER FLD . 6-028475.000 3 24 05 3 24 10 SWFWMD 4 ess 4.i 'tT3 t~"5 . ~ w~ PINELLAS COUNTY ROW-WATER 05-03670 . . + G~ , r 1,0 05-0366D PINELLAS COUNTY ROW-DRIVEWAY 5-03680 PINELLAS COUNTY ROW-SEWER 0 Si~'E P~,AN APPRQ~ED ~ ~ ` WARNING CASE#~=cD?r~,S•c~3oLb x-.. FDEP -SEWER CONTRACTOR TO CALL SUNSHINE STATE ONE CALL CASE TYPE D ~ `c~ , IOR TO ANY CLEARING 1-800-432-4770 48 HOURS PR pRC PATE d S • os •o,~ + w~' CQB DATE ~6 ~ •oS , OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS SIGNATURE DATE a6 DATES 2-21-05 •Z~~~S REVISED 4-6-05 ADDITIONAL PERMITTING MAY BE REQUIRED CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE * - MINIMUM STANDARDS SET FORTH IN THE CITY OF CLEARWATER REVISED 5-6-05 LAND DEVELOPMENT, ZONING OR RELATED ORDINANCES JOB NO. 05024 Wd V£'£08 9 010 119-ild"d2 NOTE TO CONTRACTOR TES CLEARING AND GRUBBING NOTES (CON'T) WATER/SEWER CLEARANCE REQUIREMENTS S.W.F.W.M.D. /EROSION CONTROL NO PINELLAS COUNTY RIGH1 JNTY 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 TIONS 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 OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY 1. ALL R.O,W. INSTALLATIONS WILL BE In RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES IN THE STATE OF FLORIDA UTILITIES ~ .oRIDA UTILITIES AccoMMaoATIONS MANUAL THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND )NSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS ~ T SOIL EROSION AND SILTATION. THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER 2. ALL DESIGN AND CONSTRUCTION MUS TO PREVEN 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY SET DOWN IN PINELLAS COUNTY LANI EXISTING STRUCTURES. JOINTS AND WATER JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO ORDINANCES, AND MINIMUM TESTING I LAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED & PIPES-WITH TOP & BOTTOM ELEVATIONS, INVERTS & INIMUM TESTING FREQUENCY REQUIREMENTS, DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES 2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION DES SHALL BE IN ACCORDANCE WITH THE US DEPARTMENT INCLUDING THE SANITARY SEWER AND WATER PIPING. THE STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS 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 BARRICADES SHALL BE In AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FlNE GRADE THE 7• UTILIZED: DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. OF TRANSPORTATION'S "MANUAL ON l 'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED U FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED FLORIDA DEPARTMENT OF TRANSPORT AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 8 THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE A. THE SEWER SHALL BE INSTALLED WITH D,I,P, FOR 20 FEET CENTERED ON THE 600 THROUGH 670 (LATEST EDITIONS IT OF TRANSPORTATION'S "DESIGN STANDARDS" INDEXES RECORD DRAWINGS TO THE ENGINEER. m (LATEST EDITIONS). THE AFOREMENTIONED RECORD DRAWINGS SHALL BE SUFFICIENT ~ U FALL CONTROL STRUCTURES SHALL BE CONSTRUCTED SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL CROSSING (10 Ff. LINEAR SEPARATION BETWEEN JOINTS); ZING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING . THE RETENTION AREAS AND 0 T 4. INSTALLATION INVOLVING CONCRETE A 3 B. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED AND BE PRESSURE TESTED AT 15D PSI TO ASSURE WATER TIGHTNESS PRIOR TO MUST BE ACCOMPLISHED BY JACK AN iHED BY JACK AND BORE OR PUSHING. ND JETTING IS ALLOWED. JURISDICTION. U tl 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 PIPE BACKFlLL SHE IPE BACKFlLL SHALL COMPLY WITH AASHTO T-99(100%). ~ 4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE A CLARIFlCATION! OF THE PLANS PRIOR TO DEMOLmON. 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 WITHIN THE R.O.W. THIN THE R.O.W. WILL BE COMPACTED TO 100 OF MAXIMUM GENERAL CONSTRIJCTION NOTES z ~ 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 SODDED. D• 1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN O ~ IN CITY OF CLEARWATER LAND DEVELOPMENT, ZONING AND OR RELATED ORDINANCES. F ;w-- 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 THE ROADWAY THAT 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 PROVIDE DAMAGE, IN THE OPINION OF PINELLA iE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED / INION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE 2. ALL ELEVATIONS ARE REFERENCED FROM NAVD 1988, SURVEY PROVIDED BY KLEIN & STAUB ~ ~ 5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER. CONSTRUCTION PROGRESS. ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO REPAIRED AT CONTRACTOR EXPENSE ACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY SURVEYING. NAVD 1988 = NGVD 1929 - 0,88' ~ 1T. U 0 SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL HIGHWAY DEPARTMENT. 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 SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LJNE AND GRADE. 8. SAFE PEDESTRIAN TRAFFIC IS TO BE RAFFIC IS TO BE MAINTAINED AT ALL TIMES. ~ OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. .THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, W p 'H BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE ~ Q HORIZONTAL SEPARATION BETWEEN PARALLEL LINES 9. ANY SIDEWALK WHICH BECOMES UNDI BE RECONSTRUCTED WITHIN THREE 3 DAYS AFTER REMOVAL. AT THE TIME OF PREPARATION OF THESE PLANS, THE CONTRACTOR WILL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, ~ NOTE: PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE 51DEVJALKS ARE TO BE RECONSTRUCT 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 SIDEWALK IS REMOVEI :WALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT. STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. W O 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 NIA PIPELINES OR TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FT. SEPARATION, THE 10. NO STOCKING OF MATERIAL IN ROADY ATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES Q 'ROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHA C L 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY WILL BE REMOVED FROM THE JOB SI 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 PART OF DAILY CLE RT OF DAILY CLEAN-UP. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER D ~ 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 BARRICADES FOR MAINTED DES FOR MAINTENANCE OF TRAFFIC PLAN REFERENCE OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE 4- HEREUNDER. Tf SHALL BE THE RESPONSIBILITY OF.THE CONTRACTOR TO RESOLVE ANY ATER SYSTEM NOTES WATER AND SEWER JOINTS SHALL BE STAGGERED. INDEXES 600 THRU 650 ROADWAY & 650 ROADWAY & TRAFFIC DESIGN STANDARDS. AFFECTED AREA. j W 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED ~ NFLICTS PRIOR TO AWARD OF THE CONTRACT. W CO 12, SAW CUT EXISTING EDGE-OF-PAVEME 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION A5 DGE-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 12. DISTURBED AREA WITHIN THE RIGHT UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING THIN THE RIGHT OF WAY WILL BE COMPACTED TO 100 OF m ND 50DDED. UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING °SUNSHINE" m CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL 2. ALL WATER SYSTEM WORK SHALL CONFORM WfTH LOCAL REGULATORY STANDARDS AND MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE MAXIMUM DENSITY AND 50DDED. 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 AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE z N 0 ~ ~°f 40D-4 & 40D-40 F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER BACKFILLING. 13. DO NOT DISTURB EXISTING UNDERDRI (ISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED IS START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL m ~ ~ ~ p W n T THE AREA INSPECTOR WITH THE PINELJAS COUNTY HIGHWAY UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 0 Q _ -~0 Dm um 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 DISTURBED, CONTACT THE AREA INSP OFFENSE. (AWWA C 150) AND ANSI A 21,31 (AWWA C 151) AND PIPE SHALL RECEIVE SANITARY SEWER/RECLAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS DEPARTMENT AT 464-8900 FOR AS5 1-8900 FOR ASSISTANCE. EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 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: 14, PROVIDE A MINIMUM OF 3" COVER 0' 6, CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. OF 3" COVER OVER UTILITIES AT ALL DITCH CROSSINGS. SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF ' ~~elnlTrNatJrr: anln nar:RATInNS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71). 15. NO STREET SHALL BE CLOSED WITHO 3E CLOSED WITHOUT THE WRITTEN PERMISSION OF THE PINELLAS POWER LINES AND OTHER UTILITIES. 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND. DOMESTIC WATER LINES COUNTY TRAFFIC DIVISION. AT LEAST 4. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO 'ISION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED. CUMSTANCES 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 16. THE PERMITTEE'S ATTENTION IS DIREC 2. UNDER NO CIR ) ( ) ACT (FLORIDA STATUTES, 553.60 et. TENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY 7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR ~ ITES, 553.60 et. seq.) AND THE OCCUPATIONAL SAFELY AND HEALTH 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 ADMINISTRATION EXCAVATION SAFETY ;AVATION SAFELY STANDARDS (29 CFR SECTION 1926.650, r 1. ~ KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS. 3. SWALE AREAS SHALL BE SUBPART B) WHICH SHALL APPLY TO _ 5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA WHEN RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION: PURSUANT TO THIS PERMIT. PERMTAPPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE g, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT U 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. IN ACCORDANCE WITH THE APPROVED PLAN. ACCORDANCE WITH ASTM D-2241, 17. DRIVEWAY TO BE CONSTRUCTED TO F AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE ~ ~J, INSTRUCTED TO FOOT INDEX 515. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND~"1 THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, AND A 10 FEET SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. nI AND SHOULDER SODDING SHALL CONFORM TO FOOT INDEX #104 & n ~ ~ fi. 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 18. EROSION CONTROL AND SHOULDER S OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE WATER MAINS, NO MINIMUM SEPARATION 105. 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP E..~ 1~ RIODICALLY MONITOR THE STORMWATER SYSTEM PIPE CONVEYANCE 7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED IS REQUIRED BE7INEEN THE RECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THAT 19. MAINTENANCE OF TRAFFIC TO BE IN A( THE OWNER SHALL PE ( NECESSARY TO ENSURE STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES THEMSELVES. CURRENT YEAR OF F.D.O.T. INDEXES tiFFIC TO BE IN ACCORDANCE WITH FOOT INDEX # 604 OF THE MOST DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. O F.D.O.T. INDEXES OR OTHER AS APPLICABLE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND ~ Z ~ ~ N SYSTEM AND RETENTION POND) FOR 51LT AND SEDIMENTATION BUILD UP. THE PIPE SLEEVE TYPE JOINTS. REPLACEMENT AT THE CONTRACTOR'S EXPENSE, ALL SHOP DRAWINGS ARE TO BE ~T~ NATE THEIR MOVEMENTS WITH SIGNAL INDICATIONS. REUIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE W ~ CONVEYANCE SYSTEM SHALL BE FLUSHED, A5 DEEMED NECESSARY NO LESS THAN TWICE A g, ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS o FLAGMEN TO COORDINATE THEIR MOVEL YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION MEETING THE REQUIREMENTS OF AWWA C509. AS STIPULATED ABOVE, DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED o LANE CLOSURES ALONG SUNSETT PO ONG SUNSETT POINT ROAD AND KINGS HIGHWAY SHALL BE PROHIBITED OWNER'S ENGINEER. POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED DURING THE PEAK HOUR PERIODS 0 HOUR PERIODS OF 7 TO 9 AM AND 4 TO 6 PM. HALL PROVIDE AND MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR 10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR ~ ~ 48 HOURS THE OWNER SHALL RAKE AND OR SCARIFY THE POND R IR MENTS OF AWWA C502 AND SHALL BE PRIOR TO CONSTRUCTION. o THE CONTRACTOR SHALL PROVIDE An THE POND MORE THAN / 9. ALL FIRE HYDRANTS SHALL MEET THE EQU E UNPAVED PATHWAY FOR PEDESTRIAN BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHALL, FOR PEDESTRIAN TRAFFIC THROUGH THE WORK ZONE PER FOOT INDEX SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ~ ~ ~ aLK LIES ALONG A DESIGNATED SCHOOL-WALKING ROUTE, THEREFORE THE ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, O W' O ~ ~ PERCOLATION CHARACTERISTICS Of THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE G ADING AND DRAINAGE NOTES #660. THIS SIDEWALK LIES ALONG ~ 10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER R CONTRACTOR MUST PROVIDE ADEQUA SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES PROVIDE ADEQUATE SUPERVISION AND/OR GUIDANCE TO THE SCHOOL PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK ~ ~ 1 ® ~ STORMWATER THAT COULD DE-fERIORATE THE FUNCTIONING CAPABILITIES OF IIiE SYSTEM, I.E. SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. AGED STUDENTS AS THEY TRAVERSE o THE CONTRACTOR MUST CONTACT THI THEY TRAVERSE THROUGH THE WORK ZONE. PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR I--1 " LUST CONTACT THE CLEARWATER POLICE DEPT. CR05SING GUARD PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S ~ ~ ~.I.~ GASOLINE, OIL, GREASE, CHEMICALS, ETC. 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS SUPERVISOR FOR SCHOOL CROSSING 11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED' BY THE CHOOL CROSSING TIMES. EXPENSE. ~j Q ~ ~ ~ N ON DETAILS, H I 20. MINIMUM REQUIRED DRIVEWAY S OUL 1HE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL DRIVEWAY SHOULDER/CLEAR ZONE OF 6' FROM EDGE OF PAVEMENT 11. BACKFlLL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP F1 ~ M/ ~ ~ ('v .OPE OF 3/4" PER LINEAR FOOT. NO PERMANENT OBSTICLES TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO YY-O--II ~ w FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FLTER MATERIAL SHALL BE DISPOSED OF IN 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL 15 TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. WITH A MAXIMUM SLOPE OF 3/4" PE 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 ARE ALLOWED IN THIS AREA, IIS AREA, BE PAVED, BACKFlLL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS SHALL BE DISPOSED OF IN A PERMITTED FACILITY. COMPACTED AS SHOWN ON THESE PLANS. 21. MINIMUM REQUIRED SIDEWALK SHOUL! SIDEWALK SHOULDER/CLEAR ZONE OF 2' FROM EDGE OF SIDEWALK DETERMINED BY AASHTO T-99 a' ~ ~ 3 13. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST WITH A MAXIMUM SLOPE OF 3/4" PE EROSION AND SILTATION CONTROL NOTES PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. ARE ALLOWED IN THIS AREA. .OPE OF 3/4" PER LINEAR FOOT. NO PERMANENT OBSTICLES h~ IIS AREA. 12. SITE WORK CONCRETE SHP,LL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 W (n • COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. 14. ALL DUCTILE IRON PIPE AND FITTING SHALL BE WRAPPED IN 8 MIL POLYETHYLENE TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED. ~7~I ~ N 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, ENCASEMENT, COLOR CODED TO SERVICE. FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETAl1VE BUFFERS AND OTHER PLACED. DEWATERING SHALL BE USED AS REQUIRED. 13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED r"'+ ~ ~ ~ ~ TRAP SEDIMENT AND OR PREVENT THE TRANSPORT OF _ CONTRACTOR'S RESPONS MEASURES INTENDED TO / TING AND INSPECTION REQUIREMENTS 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C 76) ~ RESPONSIBILITY NOTE TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS ~ MM ~ eI ~ SPECIFICALLY EXEMPTEC 6'Y THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO W N ~ ~ SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE WATER SYSTEM TES UNLESS OTHERWISE NOTED ON PLANS. INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED IT IS THE CONTRACTOR'S RESPONSIBILITY i RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. ~ FROM DISTURBANCE, AS A FlRST 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 OWNER) OF 1NE EN1 NER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) 14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND SYSTEMS SHALL BE FULLY OPERATNE AND INSPECTED BY THE ENGINEER BEFORE 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FlTiINGS, HYDRANTS, STANDARDS, UNLESS OTHERWISE NOTED. CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE AND SITE IMMEDIATELY UPON OCCUPYING ANY OTHER DISTURBANCE OF THE 51TE BEGINS. AND WRITTEN CORRESPONDENCE DETAILING 1PON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF ~NDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE 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 'ACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING, BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, IN TH VICINITY OF THE PROJECT SHALL BE PROTECTED BY ACCORDANCE WITH CITY OF CLEARWATER WATER DEPARTMENT SPECIFICATIONS. TRAFFIC RATED FOR H-20 LOADINGS. CLASS CONDITION (SURFACES THAT ARE I STORM SEWER INLETS E CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND CITY OF CLEARWATER WATER WITHOUT CHIPS, WIT1HOUT SPLINTERS, OF SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC„ WHICH SHALL BE E CONTRACTOR 15 TO SOD THE RETENTION DETENTION POND AS INDICATED ON T SPLINTERS, OF TEXTURE MATCHING ffS SURROUNDING, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, AT HIS EXPENSE, UNTIL-THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE 6. TH RMIN TESTS. / MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH DEPARTMENT_ INSPECTORS 48 HOURS IN ADVANCE OF PERFO G WITH NEIN APPEARING FINISHES, AND OPE PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. INISHES, AND OPERATING AS ORIGINALLY DESIGNED OR REGULATORY AGENCY AND ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. INTENDED TO OPERATE) WHICH WILL REM. WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE ZOJECT, 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 2. NEW WATER !~,=,INS 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONCLUSION OF THE PROJECT, THE CO' OF SILT THROUGH THE OUTFACE STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. THE OWNER A COMPLETE PROJECT IN Flf E PROJECT IN FRST CLASS CONDITION MEETING INDUSTRY WIDE COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECQRD, IN WRITING, THAT ALL TESTING REQUIREMENTS, 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 AND PERFORMAN( AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA ~ REQUIRED BY THE LOCAL FEGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF r~ • ANY PERMANENT SUBDRAIN PIPE, IN ADDITION, PERMANENT REl'ENTION AREAS MUST STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION. ELEVATIONS OF THE STORM PIPES S . BUILDINGS AND SITE REGARDLESS OF N D OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT SAMPLING OF NE:W WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT ( BE TOTALLY CLEA E REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ~ N F THE WARRANTY PERIOD. STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S). WITHIN THE DRAWINGS AND SPECIFICATIOP THE E D 0 REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FlNISH. AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. ~ 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 THE AFOREMENTIONE FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT CONTRACTOR HAS THE RESPON5IBILITY T( ~ESPON5IBILITY TO PROTECT THE EXISTING BUILDING(S) AT THE CONSTRUCTION SITE. INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS UTILITIES AND SITE THROUGHOUT THE PR )UGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE 17. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION ~ ISSUANCE OF A CERTIFICATE OF OCCUPANCY, HAS BEEN ISSUED. COURSE OF THE WORK, ANY AREA OF TE ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR SAFETY, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR U m 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES THE SITE BECOME DAMAGED AND 1NAT A SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A GED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT CONSTRUCTION SITE SAFETY. ~ ~ CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR PREVENT EROSION OF THE STOCKPILED MATERIAL. 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 CONSTRUCTION, 1 AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT 1 B. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND KPI D MATERIAL MAY BE REQUIRED DEPENDING UPON THEIR LOCATION AND THE 1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF BACKFlLL. REPLACE THE DAMAGED AREA TO THE SA STOC LE NO ADDITIONAL C05T TO THE OWNER. EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL COVER. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UN11L FINAL i THE OWNER. FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE n ~ In AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. ~ ® ~ ~ I, UNSTABILIZED STOCKPILE REMAIN AFTER THIRTY (3D) CALENDAR DAYS. E ALS SHALL BE CONSTRUCTED OF ACCEPTANCE OF THE PROJECT. 2. ALL SANITARY SEWER MAINS & SERVICE LAT R 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED POLYVINYL CHLORIDE PIPE, SDR 35 OR A5 OTHERWISE INDICATED ON THE 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING AS A PART OF THESE DOCUMENTS, A SITE )CUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN 19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO ~ ~ ~ CENTER OF STRUCTURES OR FITTINGS, PIPE MEASUREMENTS FOR MITERED END ~ I 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 ADDITIONAL INFORMATI( 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 PURPOSES ONLY, THE OWNI iTIONAL INFORMATION THAT MAY BE PROVIDED IS FOR 5 ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILIT`f SECTIONS ARE TO END OF PIPE. ~ ~ ® ~ AND SPECIFICATIONS. COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO FOR THEIR PREPARATION, COMPLETENESS n ~ 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. JHEN USING SAID SOURCES. THE CONTRACTOR SHOULD OR EXISTING PAVEMENT TO BE ELIMINATED. O ~ ® ~ LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND IS FULLY RESPONSIBLE WHEN USING SAID ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF PAVING NOTES USE SUCH INFORMATION ONLY AS A GUIDE ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF 21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER ~ N . 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION ANY CONFLICTS OR DISCREPANCIES. UNDERGROUND SERVICES, INCLUDING BUT T PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A INCLUDING BUT NOT LIMffED T0: METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM ~ ~ ~ ~ -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, ~ 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 SANITARY SEWER IF REQUIRED. ~ ~ X OWNER. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. STORM SEWER NATURAL AND LP GAS LINES 22. ALL BACKFlLL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) ill ~ ~ ~ RECLAIMED WATER SUPPLY THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL 6. ALL PVC FORCE MNNS 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 RAl1NG OF 150 psi AND BE DR t8, COLOR GREEN, WITH A TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING IRRIGATION LINES SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T, STANDARD SPECIFICATIONS, d- 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 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". MENT ELEVATION AND IIHE TOP OF THE PIPE OR BELL IS LESS FIRE ALARM SYSTEM CABLES BETWEEN THE PAVE BLES SECURITY WIRING 23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, ~ ~ ~ 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 THAN 1WELVE (12) INCHES. CONTROL WIRING SITE UNDERGROUND MECHANICAL SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S ~ Q R I G I NA 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, 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 INCLUDING INSULATION (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., 5.1926.650, SUBPART P, , : ~ ~ INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ~ ~ ~ ~ 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). ~ +CTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION ~ CONSTRUCTION. A 21.6, A 21.8, OR A 21.51. 6.. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT, IT WILL BE THE CONTRACTOR'S RESPONS 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH ~ SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS N 8. 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 SUB-BASE OF THE UNDERGROUND SERVICES BY CAI 4. 1NE 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 APPROVED BY ARCHII DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES ROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC„ TO 5' OUTSIDE ~ ~ ~ STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFC RATED FOR H-20 LOADING. 7. THE CONSTRUCTION OF PAVEMENT WITHIN PINELLAS COUNTY RIGHT-OF-WAY WORK. THE CONTRACTOR SHALL REPLAC )R SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY OF THE BLDG(S). THE PLUMBING CONTRACTOR IS TO CONNECT AND MEET THE INVERT ~ MUST MELT THE FOLLOWING CRITERIA: ASPHALTIC CONCRETE: 2-INCH (PC-1), AND All DAMAGED UNDERGROUND SERVI( 10. ALL DUCTILE IRON PIPE AND FITTING SHALL BE WRAPPED IN 8 MIL POLYETHYLENE BASE: 8-INCH FOOT CERTIFIED COMPACTED TO 98% MAXIMUM DENSITY C05T TO THE OWNER. ERGROUND 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 BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK ~ SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ~ AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 1. TRENCH EXCAVATION t ORDINANCES AND REQUIREMENTS. ~ AASHTO T-180. - INCLUDE OSHA STANDARD 29 CFR, 1. ALL GRAVITY SEINER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY NOW A PART OF LAWS OF FLORIDA NDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS 25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO AW5 OF FLORIDA CHAPTER 90-96. COMPLETE SATISFACTION OF THE ARCHffECT/ENGINEER IN ACCORDANCE WITH a:'•'' ~ THE OWNER'S CONTRACTOR, CONTRACTOR TO NOTIFY THE ENGINEER AND CITY OF -THE CONTRACTOR SHALL PROVIDE W CLEARWATER UTILITIES 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION, A TELEVISION WITH THIS LAW. iHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE THE BEST RECOGNIZED TRADE PRACTICES. ~ 4 INSPECTION TAPE REPORT OF THE COMPLETED GRAVITY SYSTEM SHALL BE SUBMITTED TO - A SEPARATE COST ffEM IDENTIFYING ffEM IDENTIFYING THE COST OF COMPLIANCE. 26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER I CITY OF CLEARWATER. - A TRENCH SAFETY SYSTEM SHALL B SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE ~ ENGINEER, WRITTEN APPROVAL FROM THE ENGINEER. APPROVED BY THE ENGINEER, 2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS S, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. 27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND MAY 12 2005 INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION 2. ALL RETENTION AREAS, STORM SEWER MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE, MUST BE IN PLACE AS PART OF THE 1S PART OF THE FIRST PHASE OF CONSTRUCTION. TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. 1T IS THE RESPONSIBILITY OF THE COI IILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. 'JT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT 28. STOP SIGNS TO BE LOCATED OUTSIDE OF RIGHT OF WAY. STOP BAR TO BE ~~A~ININGDEPARTME~T ~ ' ~ COORDINATION AND NOTIFlCATION OF ALL PARTIES IS THE CONTRACTOR'S DRAINAGE THROUGHOUT CONSTRUCTIOn RESPONSIBILITY. PROPERTIES. ANY FLOODING THAT MA LOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE 4' FROM SIDEWALK. ~ • ~ ~ a~ ~ W ~ THE SOLE RESPONSIBILffY OF THE CO 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN 3. THE USE OF ELECTRONICALLY STORED 31LfTY OF THE CONTRACTOR ~IT~ OF CLEARINATER gag `4.- ~ 29. THE ELLIPTICALL PIPE CONNECTION TO EXISTING INLET TO BE CORE BORED. r ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS PURP05ES ONLY AND NOT TO BE US ONICALLY STORED DATA 15 INTENDED FOR INFORMATIONAL ALL PIPE JOINT TO HAVE FABRIC FILTER JACKETS PER FOOT INDEX 281. ~ ~ z )NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR ~ ~ ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE MUST UTILIZE SIGNED AND SEALED D( REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOT1FlCATION OF ALL )AND SEALED DOCUMENTS FOR CONSTRUCTION. 30. HOMEOWNERS ASSOCIATION TO MAINTAIN AND PAY FOR DUMPSTER. ~ ~3 ~ ~Q"~;~ PARTIES 15 THE CONTRACTOR'S RESPONSIBILITY. . ~ ,mil THESE PLANS ARE AN INSTRUMEM OF + j. a+., SERVICE MID REMNN THE PROPERTY OF KRASMAN do ASSOCIATES, INC. AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. CCOPYRIGHT 2005 NOT PUBLISHED. USE OR COPY IS PERMITTED BY 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 SPECIFlCATIONS 2 ACCOMPANY THESE PLANS THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. GENERAL NOTES OF Wd 66 60 E 90l0I19-lld'U9A i ,1- TRAFFIC EX SANITARY MANHOLE o CONTROL BMX RIM EL, =21. 41 ~ INV. EL. =18. 72 W ~ I INV, EL. =18. 83 E o,°` b°` I INV, EL. =18. 75 S ~ tio~, INV, EL. =18. 83 SW TO BE CAPPED ~ 0, 7' CONC. CURB TYPE F z I 2 hti q b 2 R I q' 3h q, ~q q. Zq o, bb OhgO q tip 2 2 1p Zq 0 WEST (1 /4) CORNE ti tiq, ti 0' 2 2 20 . Zti 2~ e .,..~2 ~ q rx ti OF SECTION 2-29-15 I tiq ti 2 2° 20 Zti 2~' 2~ 2 2' 2~ 2 ti' 3 ti ~ 2 ~ Z 22 2 2' 222, 222,x` 22' 2Z. bh ~ ~ 2 22. 2Z ~ ~ I Y MANHOLE UNSET PINT RDAD COUNTY READ No. 576) 2 2 EX SANITAR - I _ 3 100' R GHT-OF-WAY ~ ~ W 22, 93 ~ - GRAPHIC SCALE ° q° I q o INV, EL. =18. 51 N tis h ~ ti ~ ~ b ti 1q, 2°, INV, EL, =18, 65 E 2 Zti, 2~,• 22, 22. 22 2Z, 22. 22~ o I INV, EL. =18. 91 S C NNECT HER o I ~ o - BE CA E RTH LINE OF THE SOU HWEST (1/4) OF SECTION 2-29-15 ~ ti ~ o I ti ~ INV, EL. -18. 93 ,S~ T ~P tie q b qo Zo ti b 2 b 2ti 2~ zo 0 ~a za ao eo W tit ti 5q~ ~ti ,~q. 00 q. 2~ 0. ~0 0, °q ti, 3,~p ~ b q~ ti, 2p Z. 3h ZZ• tk 22 h 0 I ~q q. ti 2 2 ti, 2 ti. 2 ti, 2 Z 2' 2 Z. Z 2 2' n`O 2' 2/bq~ I- 2~ 2~2, 2?2. ~ ! Q ti q~ I h tih (IN FEET ) ~ r 0, 7' CONC. CURB TY E F ,z.'' q 3 2 3 tkq 1 ~ (;I~ WATER 22~ 1 inch = 20 ft. ~ 0 ~ ~ t _i_VALVE - ° EX 76" GYATER----- ~ Zti, 22. ti 2 o D! p ~ 2• TRAFFIC ELECTRIC I 2 ~ CONTROL BOX B q,~ TRAFFIC D ~ cuRB CURB CUNTRUL BUX S89° 29' 42" E 3 0.00' (P) 300, 02' (M) 0 22, 43 m m 0 C~NC ~ INLET 24'RCP INLET UTILITY 22 22, 68 z N ui e ~~q ~ ~ Q N ~ ~ m Q HEADWALL GRATE I RISER EX 4' CD CRETE SIDEWALK x'1,9 2~ ~0 4~ Q(A udl~ INLET 32 2 0, 4 b 8' LAY Z B"CLAY ~ IW _ --BHW --6H6f- 9 -9H1d--20~ -UHW -9Hk--- -9HW 20~ ~ 2 3 2~' 2 2 2, ~ 0 ~ 22 2 22 Pd1 ti0' 3 ~ Z b ti tiq tit ~ ~ 2y 22• P ~ ~ AI 2 ,Ov b ~ ~9 t°~ n r ' D ~ U ~ q~` /1 ~ ~ ti0. 2~ a 0 g• tiq ~ ~q. tiq• b o o ~ b ~R ~ ~ ~ ~ o~ ~ h 22 ,~q~ a I ZO' b 2~. > ~ ~ ~q, Zti, SYMBOL LEGEND Q H ~ I Qo 10" DENOTES OAK TREE -SIZE INDICATED w ~ ~ 0 ~ Z I Ob a n l a~ 1 10" DENOTES PALM TREE -SIZE INDICATED ~ ~ ~ ~ pia q' 0.~ q~ q Zti n r ~ ti,~q• Q ~ vv' ~Q W 2'k UNPLATTED 0 10" DENOTES A PINE TREE -SIZE INDICATED Q ~ O ~ A TREE LABELED "TV~IN" IS 2 TRUNKS MEASURED ~ F- ~ ~a W OBI ~ 2 I- 1q q, ~ Off' v OC 00 2~ 4' ABOVE THE GROUND FROM 1 MAIN TRUNK, ~ ~ ~ ~ ~ ~ O Q ~ O ppil 2 l7 3 l~ ~N q~ Zti• OC "TRIPLE" IS 3 TRUNKS MEASURED 4' ABOVE THE ~ ~ ~ ~I .i,~ ti q ('7r dS I-- ~ df 1 Zti ~ GROUND FROM 1 MAIN TRUNK ~ w 31 0 W z~ q h°~ o~ DENOTES TREE TO BE REMOVED ~ w ~ ~ C~ 0 I- bti ~ 8 ~ Z ~ ~ h ~ q°~ _ ~ 0 DRAINAGE & 3' ~ ti,~q• ~ ~ , , UTILITY EASEMENT 2 U ~ tia CO r` 24' U u tiq' h~ U ~ ~ 24' ~ ~ tiq' Z pp 0~ WL WW W 1 CO U y'~ ~ 00 Z ti0 ti I\r I~ ~ ~ rF/T~_I ~ ~ ~ Q s Y Z 22. b 3 a ZZ, to o ti°oZ W ~q o c ~q. 3 ~ b a ~q• ° ° u~ ~ 0 o W ,~q• q ~ o c 0o z - ~ ~ I--I O C tib ~ Vl G 0o W ~ w o 'rq, g ~ A 2f rr tiq v VI ~ ! ~ 0 DRAINAGE & oD ~ ~ 0 UTILITY EASEMENT ~ y z a ~P F-I x j 6 G 2 ~ w 22. 203 ti 2p B' CLAY b q ,~q g 1 8 CLAY tiq' q~ 30' r -9HW --~2 -~q-~ =9H ~ _ ~ ~ 18 23 q, h • 1 --U ~HW- UHbI-- N ti q• Zo' a'- N89° 29' 42" W 300 00' (P) ~uY I2 Qoi6 ti X16" ~ 2°~ ~ (1) STORY C, B, S, ~ cC 89° 29' 03" W 299. 95' (M) ,y,~ 2 WIRES ZO Zti r 9h Z 23 m J ~ ~ CUB CURB 2 2 EX SANITARY MANHOLE 's s I , ~ INLET q b 1 RIM EL, =22. 44 ~ ~ ~ ~ ~ ~ ~ ti o tiq' q~ tiq' INV, EL. =18, 82 N q 1) STORY C, B, S, (1) STORY C, B, S. 3' 2q' INV, EL. =19, 14 NE CONNECT HER Z~' W 2 tilt ~ tiq' INV, EL. =18. 99 E ~ ,~q ASPHALT - Z INV, EL. -19, 16 SE W (1) STORY C, B, S, PAVEMENT INV, EL, =18, 94 S ~ INV, EL =19, 12 SW A H ~ ~ ~ INV, EL. =19. 12 W ~ U 20 b ~ q q b ti q, q• Z0, 0 N ti ~0 ~ 0 ~ 3~ ~q by Z Z Z . tiq O O X 00 00 JO p~ ~ 4d d ~ ~ w~ a a • ~ ~ ~ NN o WW 30. 0' 0 0 ° ORIGINAL ~ ~ ~ ~ . ~o NO n n ~ N ~ ~ ~ v v N 0 f F ; i ~ MAY 12 2005 w SPRING LANE ~~AI~~II~G DEPARTME~BY ' z 60' RIGHT-OF-WAY r~ ~ ~ Q CITYOF C~EARWATER ~ . ~ w ~ Q ~ ` , a 1 Q~ n THESE PLANS ARE AN INSTRUMENT OF a'~ o SERVICE AND REMAIN THE PROPESIY OF KRASMAN & ASSOCIATES, INC. AND SHALL BE RERIRNED UPON COMPLETION OF THE r~~ >k~~ PROJECT. CCOPYRIGHT 2005 NOT PUBLISHED. USE OR COPY IS PERMITTED BY 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 3 ACCOMPANY THESE PLANS THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. EXISTING CONDITIONS OF Wd MSO 6 9010 U9 -lldTi331 Y O U~ TRAFFIC = CONTROL BMX J~ mz i U~ ~ I b I ~O U ti°' ti°• ~o. , ~U W 0, 7 C~NC, CURB TYPE F z ~p I ti b O~ I- ~ w WEST (1 /4) CORNER tiq 3 tiq ~ tiq 2 20 b 20 2° ~ 2ti 2ti ° tiL ° ~ ~ ~ ti ti ~ 2 3 O ~ 2 2 2ti 3 22, BF SECTION 2-29-15 I ti°' ti°'• 2°• 2°~ 2° 2~ 2ti.: - 2'' 2 2' 2ti. 2 I 2 22 22 222 ~ 22,2hg 222 bg ~ U o o . I UNSET POINT ROAD (COUNTY ROAD No, 576) SITE TRIANGLE 2 2 $ ~ W v> o> I 100' RIGHT-OF-WAY 2~ e 22 ° q 0 ~ - - ti ti- 0 -q ~ - h 2 93 zz 93 ~ GRAPHIC SCALE ° Qw tiq I 2°, 2ti ti' 2~• 22~ ZZ' Z' = I 2 2 zo a ~0 2a ao so W p0 ° I RTH LINE OF THE SOUTHWEST (1/4) ~F SECTION 2-29-15 ti~ a0 ~h ~ 1 2 ~ b 2 ti 2ti ti0 I q. ~ti 0° g ~ q ti° 0° b~ °'g 3 2• ~ 2' h 2ti ~ p X22 I I 2• n 2 22' b Q ~ co ti g. I ti ti ti~ 2 20 1 20 0 2ti h 2ti 1 2ti 0 2ti 2 2 2, 2. tip' ~ ti• ti ~ ti ti 2 2• 2 2 ° Oa ti ti (IN FEET) `r ,~1 0, 2 0 , 2' 1 inch = 20 ft. w ~N ti ti0 ~ ~ ~ ti 2 2 O ~ - - - p ti - A 2 - _ I s TRAFFIC ELECTRIC 1 p2 ~ 22, 43 m m CONTROL BCX R B TRAFFIC ~i o r a r I ~ cu B CURB ti coNTROL Box S89 29 42 E 300, 00 (P) 300, 02 ITE TRIANGLE C~NC ~ INLET 24'RCP INLET UTILITY TRIANGLE 2'2 2~, 68 m ~ ~ ~ ~ u ~~l1 HEADWALL GRATE I RISER EX 4' CGNCRETE SIDEWALK x'1,9 2~ O~ O N O W V W 2 ~ ° 2 INLET 3 a2 0• -BHW b -6HW 2' 2 ' 22' --9Hif-- 9 -$HN--2 ---F]HW -BH4f-" 2°' 2 3 2ti' 2• ~ ~ ~ 2 9 u~j 0 ~ ~ ~ 7 s ~ i ti i - ~ SI 2 - ti ~_4~~~I' LTFENCE 2 a ~ ~ 2 ~ . ~9 J ~ y~ 2 17.0 I 19.5 s =i,11' 20.5 _ _ - . _ a Vl sic, _ u _ ~ _ _e_ i +6. 2~ g ~ ~ _ g° A. A I - ' n -I .y W ti .."-~a „n.. _ ~f: l ,.j }ICI' ~~~,~I... 0 8° ~ ° ~ - $ ~ ~ 4 N~~p® i ti I F I I i l' i° - ~ SYMBOL LEGEND O Z ~ i Z 3 I• ~~F,a I E' _ - 4.5' Qo 10" DENOTES OAK TREE -SIZE INDICATED w ~ °b 3 I n n ~10" DENOTES PALM TREE -SIZE INDICATED ~ ~ W ~ ~ ti~ Q ~ ~ ~ ~ o Z. ~ ? w o~I ~ 19.0 2 iuc N ATT 0 10" DENOTES A PINE TREE -SIZE INDICATED ~ O ~ ~ U PL ED A TREE LABELED "TWIN" IS 2 TRUNKS MEASURED ~ ° I- ti0~• ~ 00~~ 2~ OC o°o 4' ABOVE THE GROUND FROM 1 MAIN TRUNK, ~ ~ ? a ~ ? oo~l ` x`18.0' 18,0' - 00 2~ "TRIPLE" IS 3 TRUNK5 MEASURED 4' ABOVE THE Q ~ ~ F- w as TOB 20. _ dry: c~ ~ ~ GROUND FROM 1 MAIN TRUNK w ~ ~N ? a SHWL 18 0 ~q o~ DENOTES TREE TO BE REMOVED O ~ ^ ~ ~ ~ ~ ° ~ bti ~ a WQ 19,4 ~ .-,~ii' ~ o0 ? z ? ~ °I ~ 25 YR D WL 20, _ i' ~ 2,~ 2 2~ I~-T-~I ~ ~ ~ U tiq ? ~ ti v ~ ~ _ ~ 'I ti~,• ~ o ~ BOP 19. _ - - U tia 0~ I~ N _ _ ~ 24 ~ - U v q, a1 U 00 fl` R~ i~~,',IE ~J' Gh If1AGF: 24 ~ Wc~~~ z ~ti~' zoo ~ ~ 1 wt1 ? o ? 00 ~.TILITY SEMFI T WW W v ~o I" V F ~ F41' E r ~ z 2 ~ ..ENTER E , ~ ~ ~ ~ Q ~ Y ~ n Q i in a .0 3 ti w ~I 0 I OC 0 o w a o b D . ti~ ~ ti o~ 10,0' oa z L PROPOSED BUILDING ~ ~ ~ 0o w b W ~.~FF F 22.C~ w o _ ~ tih W ocA I B _ BORI G L titia• ~ - ~~,Il' - Q 2~ ~ PROPOSED PAVEMENT ~ ~ ii - - o - ~ 1 ~ 11' ? ~ U 'i ~ t, PROPOSED DRIVEWAY H ~ `2 3,0 x f 3.0' .PROPERTY LINE ° ~ W r ~ r~ 2 0 ~ti 15,0 2°• b 10,0' 2~ 15,0' ti~ ~ - - - SETBACK LIMITS ~ ti~ C' 12" J• ~n N --EHW ---~2 -~tq-- ---6H --9f+4F HW- ti~ h 'd o a G , OHW- GUY 12 Q16° 0 o SILTFENCE ~ X16° tig 20• N89 29 42 W 300, 00 (P) • m ~ (1) STBRY C, B, S, 89° 29' 03" W 299, 95' (M) 3.` 32 WIRES 2 2° 2ti' 2 2 e--?--~- PROPOSED SANITARY SEWER & SERVICE U ~ ~ J ~ CUB CURB 2~ .6 S ~ b2 ~ INLET ~q. ~ PROPOSED WATERLINE ~ ~ ~ti~• q1 ti~• 1) STBRY C, B. S. (1) STURY C, B, S, 23, 20 2ti W r ,~~ti~e TREE TO BE REMOVED ~ ® ~ ~ ASPHALT z (1) STBRY C, B, S, 1 PAVEMENT w w A H ~ ~ ~ 20 1 ~ ~ 0 ~ ® ,rOb q1 20~ ~ N ti~ T~~/~ ~ ~ 0 ~ 0 Vl ~ n X ti°~' b3 Z Z 2 ' ti~ O O . . ~ 00 0 0 00 J CO ~ cn ~ WJ a a ' NN WW 30, 0' o 0 ~ ~ ~o NO GRIGINA~ ~ N r, r, 3~ ~,~u 0 ~ . 0 4e sows ; ~ ~ ~ ' ~ eo-a~ rau ao C- •cw. suns ~-eoo-~~no y ~ ~ f~' ^ ~A Me MaY 12 2005 ~ 1 SPRING LANE ~ ~,r ~ ~r ~ z ~ 60' RIGHT-OF-WAY ~ ~ ~ r~- Q , ~~NNING DEPAI~TME61~~ ~ , ~ ~ ~ ~ ~ ~ ~wT~(A~ CkEARINATE~ r ~ ~ , ~ ~ J,_~ w THESE PLANS ARE AN INSfRUMENi OF SERVICE AND REMAIN THE PROPERLY OF KRASMAN & ASSOCIATES, INC. AND SHALL BE ~r" RERJRNED UPON COMPLERON OF THE PROJECT. OCOPYRIGHT 2005 NOT PUBLISHED. USE OR COPY IS PERMITTED BY CONTRACT ONLY. CHANGES TO THESE PLANS REGARDLESS OF HOW MINOR WITHOUT WRITTEN APPROVAL. OF KRASMAN & ASSOCIATES INC. AND/OR CHANGE IN THE SHEET 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 THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. HORIZONTAL CONTROL OF Wd 66 E0 6 9010 119 •lld'91331 0 TRAFFIC EX SANITARY MANHOLE U~ o CONTROL BMX RIM EL. =21. 41 m ~ ~Z ~W I INV. EL. =18. 72 W ~ I INV, EL. =1$. 83 E U~ °,k b°` I INV, EL. =18. 75 S ~O U • ti ti°°, INV, EL, =18, $3 SW TD BE CAPPED ~U W~ ~ 0. 7' C~NC, CURB TYPE F I b 2 Z ~0 O ~w q23~ q• 1q q~2q o~bb o~q4 gtih 2 2 10 0q WEST (1 /4) CORNER ti ti 2 2 2° . Zti 2~ ~ ti' tie ~ q ~ ti ti~ 2 3 Wow [lF SECTION 2-29-15 I ~q. yq. 2°~ 2°~ 2° Zti Zti Zti 2 2' 21 2 2 2' Zti. 3 22' I 2 2 2 22~2,~` Z2' 22• b~ ~ ~ z0 I UNSET PLAINT RNAD COUNTY RGAD No. S76) CONSTRUCT 3 WI~E VALLEY GUTTEf~ EX SANITARY MANH[]LE fEf~ 22. 22 ~ ~ °wv~ . SHT 8. ~ w I _ 100' R GHT-OF-WAY PER PC INDEX 115. SEE DETAIL SHT 8. - I M 1 _ ti - _ q° I q o~ INV, EL, -18. 51 N ti~ ~ ° ti ~ ° ~ „ ~ s APPING ~b a - ~ GRAPHIC SCALE ° ~ ~q. 2 INV, EL. =18. 65 E Z Zti' 21 22 2~ 22• ,~2' PROPOSED 6 TAPPIN( o I V, EL, =18. 91 S C NNECT HER SLEEVE AND VALVE ND VALVE 2% 2~ zo o ~o zo ao eo W po I IN , RTH LINE OF THE SDU HWEST (1/4) []F SECTION 2-29-15 JECTION POINT ti 0 1 o I V, EL, =18. 93 SII,,~~ T BE CA E o ~ 2 1 p I ti n N q"- ~ 11 tit b q3 2 ti b kb POINT Zti 21 ~3 ~ I I tit' ti ~q, ~ti q• 0° q• 2h 0. 1° 0' Oq ti~ ti~1° tibgh ti' 2~ 2' 3h 22 22 , g I 1q. tiq, ti 2 Zti, 2 ti' 2 ti. 2 2 Z, 2 2, 2 2 2Z2' ~`b 22' 22' b~ Q r co n`L 22. ?Z ~ d-~ ~ I G ti~ ti~ (IN FEET) ~ 1 ° 0, 7' CUNC, CURB TY E F o 2. ~5 0 IO WATER 1 q 2 22' 1 inch = 20 ft. W rN o ~ t VALVE o EX 16" WATER q EMOVE AND CAP Zti• 22• ti 0 0 I _I ti ------0 -------n----- 2. O ~ -e.----- Cj F I •'9 2 STRUCTURE 2 ~ STOP SIGN AND 24 WIDE WHIG 4 WIDE WHI~~STO ~A~------- ~ 22, 43 m m TRAFFIC I 2 CONTROL ~ HC RAMP PER ~ ELECTRIC ~ TRAFFIC TOP 20,26 ~ CONTROL BMX CURB BpX q' { " FOOT INDEX 304 2~ 22, 68 z N ~ ~ ? GURB ti CONTROL B REMOVE AND CAP S89 2 42 E 3 0, 00 (P) 300, 02 (M) CGNC INLET 24'RCP INLET UTILIT ~ 2 ~ p,a Q~ ~Q =4 HEADWALL ~ I INV 18.0 4' CU CRETE SIDEWALK ~'1, GRATE Z RISE ~ p 8' LAY 'CLAY 9 q~ X61 Qn QIA um INLET 3 2 0, b 2 ~ ~HW- ~...."W _ ----9HW -BHW-. 9 0' -UHW Zo' ~ b~ 2 3 2~' 2 2 FHA 1 ti• ~ PROPOSED 2 2 • 22• TIE TO EXISTING STRUCTURE ~ ~ 1 ~ - Y .p ~ i i., S P q ~ - CORE BORE SEE GENERAL ti Q SILTFENCE 2 s CONSTUCTION NOTE 29 ENCASE EX SEWER PIPE THIS RE,, ~.I` A INV 17.0 18 LF 1X18 ERCP 2 19.5 e ~ ~ s ' M s ~ - 20.5 `_4 > . N 10' X 12' ENCLOSED DUMPSTER AREA - = _ - - I , c,~ ,2,4 SEE DETAIL SHEET 7 ~ H ~ ~0' 2~ 0 _ ~ q, 1,i i~ 1 q• ~ ` tiq lfl ti ~ _ _ ~ l " 7 ; ~ ~ ~ o ~a H ~9 o ~ I ~ ~ EI ~ (''l. , q, a ~ I~'~ - - ~ ti ~q, ~ I fi _ - ,_._,~I~ TEE SYMBOL LEGEND O Z . , , - ~ I_ - c ,~1 - _ T '~I [ Qo 10" DENOTES OAK TREE -SIZE INDICATED `w~ ®~N - ~ - I z I - b g s I 21.0 .65 2 .4 4 ~10" DENOTES PALM TREE -SIZE INDICATED ~ ~ ifs q~a~ ~ ~I nn ti q' ! 1 `L q~ vv, 0 10" DENOTES A PINE TREE -SIZE INDICATED ~ ~ ~ W o0 W O l0 ~ ' ~ ~ 22' ~ UNPLATTED A TREE LABELED "TWIN" IS 2 TRUNKS MEASURED O o O ~ t ~ 1 ~ tiq' ~ 00~! I- ~ tiq I- 2 O o ~ 4 ABOVE THE GROUND FROM 1 MAIN TRUNK, ~ w ~ ~ O Q ~ p p~ I • _ _ .~_.__.r . 00 l7 3 l7 ~ N i _ 2 o0 2 "TRIPLE" IS 3 TRUNKS MEASURED 4' ABOVE THE Q w ~ ~ as ~ ~ TOB 20. ~ c~ GROUND FROM 1 MAIN TRUNK ~ w w ~ I- ~ } _ ? 3 SHWL 18 0 = - w Z q o~ = DENOTES TREE TO BE REMOVED ~ ~ ~ N ~ ° ~ b~ ~ WQ 19,4 a o ~ ° ~o~ = q. ~ ~ ° u~ 25 YR D WL 20, i i 3• o ~,a ~ 2~ O ~T~~ ~ ~ ~ ~q' . ~ U - ~ L7 U I i BOP 19. q o ti rh O ~ N ~ 4 ~ ~ 24 ~ ti 1 - OO ~ _ fl 24 ~ Wc~~~ ~ ~ tiq` ~ ° ° F,ELU;,~i L ~ u' ~rr',i ~~i B~ 0 o tiq zoo` ~ ° UTILITY F SEMFNT ww WW W ~ ~ o ® oz~ i ENTER {;~~,ERE; E~'l; _ ~ ® ~ 2 _ ~ Q ~ - , J 3 a ' I p ~ in oc o I 0o w ~ ~ N A ~ LI~~ ° ° q3 ~ D B tiq t~ q• ~ o c 00 ~ _ PROPOSED BUILDING U1 ~ ~ F 22.Cn ~ o ~ ~ o = q, h W ti q, ~ BORI G L A 2~ PROPOSED PAVEMENT V ~ ti U Z', ~~~r~ ~ ~ V ~ t7 i ~ ' PROPOSED DRIVEWAY v ~ w ~-tF 8 -BtP~fl P b 11~ O. o oY PROPERTY LINE r~ o• q 2~0 1ti 2 8' CLAY 0 8' CLAY 2' - - - SETBACK LIMITS ~ ~ ~q' q' 19.1 D. ~--,v- ~ 2. 2 I2' -9HW ~ ~HW- ~q. I t o• ~ a'. N89° 29' 42" W 300, 0' GUY 12 Qo16 N tiq 2 0 ° (P) ti 2 )i6• ~ ~ SILTFENCE ~ m o~ (1) STORY C, B. S, ti. ~ ~y 89 29 03 W 299, 9 (M) g. WIRES PROPOSED SANITARY SEWER & SERVICE U J 00 2 2 a 2 2 ~ ~ ~ ~ ~ CUB CURB z EX SANITARY MANHOLE s s I , INLET q ~ 1 RIM EL. =22. 44 PROPOSED WATERLINE ~ ~ ~ ~ ti 3 tiq' q~ tiq' INV, EL, =18, 82 N q 1) STORY C, B. S, (1) STORY C, B, S, 23, 2 ~ ~ ~ 20 INV, EL, =19, 14 NE CONNECT HER Zti w ,~~ti ~ TREE TO BE REMOVED W ~ ~ ~ tigq•`' SP INV, EL. =18. 99 E z (1) STORY C, B, S, ~ S, 2~ ~ ~ ® I ti INV, EL. =19. 16 SE w PAVEMENT INV, EL, =1$. 94 S ~ ~ CONTRACTOR TO HAND GRADE TWO INV, EL,=19 12 SW A H IN THIS AR A INV, EL. =19. 12 W ~ o PARALLEL SWALES w q?bb 11 ONE TO ROUTE SITE WATER T POND ~ SAN MANHOLE (SHALLOW) O ~ ® N . RIM EL - 22.2 ~ ~ - ~ q. ~ q' ONE TO ROUTE OFFSITE WATE TO INLET 2 ti. INV EL = 19.17 SW ~ ~ o ~ o a INV EL = 19.3E ~ ~ tiq• !op z z Z tiq o 0 ~ ~ ~ X 00 SAN MANHOLE (SHALLOW) ~y ~ ~ 00 J 00 RIM EL = 21.33 ~ ~ r INV EL = 19,1 N wv a a INV EL=19.2W ~ ~ ~ 3 LAMP HOLE I NN WW INV EL = 19.83 W - ~ ~ ~ ~ 1` 30, 0' o 0 n LAMP HOLE ~ ~ ~o ~ INV EL = 19.37 W ~IiIIJ~~~~, NO r. r, ~ N 3~ v v ~ ~ N NOTE: MIN NOTE: MINIMUM FINISHED FLOOR ELEVATION TO BE GFF+0.5' o ELE ELEVATIONS SHOWN ARE GARAGE FLOOR ~ SEf SEE ARCHITECTURAL PLANS FOR EXACT FINISHED FLOOR ELEVATIONS. 0 48 HOURS , •cui suxsxu0:' t-eoo-~,t2-4770 r cs~ ~,y t'' ~t."'% 1~ lY}o a ~ , ~ ' a ~ !1~ SAY 12 2005 ~ Z SPRING LANE 60' RIGHT-OF-WAY ~YA~NING DEPAR1nlIEN1 r = ; ' ~ °~M ~I1Y GF CL~ARWATrcR' 4 , tl,. r ~ o;' ~ THESE PLANS ARE AN INSTRUMENT OF SERVICE AND REMAIN 1HE PROPERLY OF NRASMAN k ASSOCWIIS, INC. AND SHALL BE weo RF'f11RNFN IIPON MIAPI FNf1N OF THE PROJECT. ®COPYRIGHT 2005 NOT PUBLISHED. USE OR COPT IS PERMITTED BY CONTRACT ONLY. CHANGES TO THESE PLANS REGARDLESS OF HOW MINOR WITHOUT WRITTEN APPROVAL. OF HRASMAN & ASSOCIATES INC. AND/OR CHANGE IN THE SHEET SCOPE, DESIGN OR INTENT FOR ANY REASON BY ANY PERSON OTHER THAN KRASMAN k ASSOCIATES, INC. SWILL 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 READ CAREFULLY FOR ADDITIONAL CONDITIONS. SITE PLAN OF Wd ":80:8 90119-11d'91321 TYPICAL FIRE HYDRANT SETTING :TYING 0 0 0 o nits, 0 0 ts, TEMPORARY BLOWOFF 2' Bau vale Fire Hydrant Assembly ONLY F Stop Less Check ONLY APPROVED MUELLER H14350 with Lock Wing and (Typ') Kennedy Gul Kennedy Guardian No, K-81A CoPlpression inlet or approved equal AND SAMPLE TAP Top View ~ Muller Centl Hose Bibb~'~ A roved Backflow Distance Varies U.S, Pipe Me• Muller Centurlan No, A-423 U.S, Pipe Metropolitan PP ~ Ford Meter Flange Prevention Devic(~langed) 18' Min, Threaded Corporation Stop 3/4' Galvanize 24' Max, MUELLER H15008 Ford Angle Valve Box Valve Box Valve(Flanged) Flow Valve Box or approved equal C TAP AT 45° ANGLE ) ~ x~~' Saddle required on z 2' Galvanize Brass Nipple 4" P,V,C, only ~ Meter ~ (Flanged) ~ F- ~ 2' Corporatl c ~ ~ ~ Water Service Tubing Drlscoplpe 5100 or Endot/Yardley ~ `o -a E I Tapping Slee Tapping Sleeve & valve Saddle shall have double X, ~ o~+ ~ Mech, Joint Valve N By City, Fee 3 ~ Owner or Cc By City, Fee by stainles's steel straps ~ Blue Jet, SDR 9, 3408 Polyethyl~le ~ w Owner or Contractor with epoxy coated p 1~' Tapping Saddle= ~ 1 ductile iron body, " ---i-•- Water Maln W i f- TYPICAL SINGLE DEVIC[I 1/2" and 2" MODELS Restralnin Joint CT ~ xl~ Restrained 2' TAP C~NNECTIDN Connecting Piece w/Integrally g yP E - ~`--Exist, water Main CHLGRINATIGN TAP o Ta ed Plu ND7Ei cast Mech, Joint Gland on PP g Device must be Installed level, one End-D,I, Rotatable Mech, w CITY OF CLEARWATER, FLORIDA CRY OF CLEARWATER, FLORIDA Joint Gland on Other End, CITY OF CLEART PUBUC WORKS ADMINISTRATION 2E APPROVED R.P, DEVICES ~ APPROVED DOUBLE-CHECK VALVES PUBLIC WENGINEERINGISTRATION PUBUC WENC NE CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER" FLORIDA ~ PUBLIC WORKS ADMINISTRATION PUBLIC WORKS ADMINISTRATION END CONNECTION ENGINEERING NoTES~ r®aAxx Br TEMP BLOWOFF DAIS Herse -Heeco Model FRP ]I Herse -Beeco Model FDC RFD BY TYPICAL METER SETS W DA1E RmMYD! BY TYPICAL ENGINEERING ENGINEERING Img V D Y TYPICAL HYDRANT OS% 9/93 RmRAwu er DAaE m r B.V,A N 06/24/91 Watts Model 909 or 009 Watts Model 709 ar 007 ~m~er BACKFLOW PREVENTERS ~B/9a 1, All Fire Hydrants to have 5 1/4' Valve Seat, a~E~i n Br SET a+Eaaoer A ? wpgND, utmxm Br SETTING , B.V.D. 06/B5/91 z ~ APPING SLEEVE & VALV 8 enrol no- serrtae ruxno rya arx cN ~ H v CHLORINATION TAP uo~~ra Z n lU ~ ~ uuyyU~11 SAMPLE TAP 4IItl Conbraco 4D200 Conbroco 40100 BESU+EBer 1112' and 2' MODELS 2, See Index # 407 for Jack & Bore Details, n"~ DESaaner APPING SLEI rkv. DAYB Dcmarnax APP. DESM.'Nm Br a OF a REV. DALE DrscnanaN APP. 2 OF 5 ocscawYrox AFP. HY GC.H, xs~aaDer HY CITY 4 DF 4 REV. oAYE cesaWnoN APP. ~GCHY 1 DF 2 O ~ 4 N ~ ~ = Q See Index No, 301 ~ 0 O N ~ Ol u m BLOW~FF DETAIL 9' When roadwa base Is 8", N n,t,s, 7' When roadway base Is 6' 3'-0' Varies Clay Brick all other cases, -0' ~ „I ~ 9 5/8' At Terminal Masonry See Ind ~ yl See Index No, 301 Cleanout Plug ~ Meter Box Manhole At Terminal 1/2" Cement \ Lamp Hole ~ ¢ Plaster Cla Cla Brick ' ~ -T - / J 1 ~ Masi Masonary Water A 3 A * Bottom Df A A 8, ' Valve Box o a Corbel 1/2 10 5/8" ~~zJ 1/2' Cerlent Concrete Pad 8' h~i t tL u ` A Brick _ _ Cement Grout Plas• Plaster i ~ . Thick x 1'-6' Sq, ~ 9 7/8' ~ ice( ~ 8' I I ~ I I as required 2' Joint I 'D' s 8' ; Pipe Entr 12' ~ v 6' or 8"- 1/8 Bend-? ~ ~ ~ ~ ~ O ~ a, A 8' Stub 8• 4' D,h ,E, ' o a ° 9 -?F6"~- e 0 d ~ ~6~ Plug M W ~ CSee Note) ~ (v a:r ~ 6' iu L ug ~v,-',; a: 4 Gate Valv •A:•. .r V:K•• , f ::a::;~:? Cement Grout (See Note> Square Bottom ~::a~S:~;:;~;a;:?":^;~;:• tL As Re uired # 3 F # 3 Rods @ 12' 8 ~ ~ ~ ~ Permitted :•••.q•:•:•.. •:•:::•a:•:•:•...,.,.;..•.,..•.•.•.R ~ q ° " 6' Concrete Ba -Or Sewer Lateral 13 1/2' O 0 O PLAN `G" S uare Bottom 4'-0' SECTION A-A Crown of drop pip PLAN Permitted Water Main ° " shall match crown A B C D E F G of outfall pipe fo Shallow 0'- 4' 2'-6' 4' Max 3'-6' 24' Max 8" #3 at 12" E,W, outfall pipes of 1 ' SECTION A-A - CLEANDUT PLUG DETAIL ~l~ IDN A A CLEANDUT DETAIL ~ ~ W ~ ~N Standard 4,1'- 6' 3'-6' 6' Max 4' 30' Max. 8' #5 at 10' E.W, or larger, N,T~S, Deep 6,1'- 10' 3'-6' 7' 10' 4' 36' Max 12' #5 at 10" E,W, e ° 90° Bend Lan holes shall have a waterproof MJ X SLIP NpTES, Deep 101'- 14' 3'-6` 7' 14' S' 36' Max 12' #5 at 10' E,W, bltunlnous coating on the exterior, N,T,S. NOTEI Cleanout plug to be O O.- Q ~ ~ U,S, Foundry 7621 ~ ~ L All concrete to be 3000 ps,6 with fiber mesh Koppers Bltumnstlc Black 300M, or reinforcing, Proco EP-214, or equal, p-I ~ ~ ~~ggl~~,, CITY OF CLEARWATER, FLORIDA 2, P,V,C. pipe entry requires manhole adopter CITY OF CLEARWATER, FLORIDA Plug to be plastic with '0' ring or L1TY OF LLEARI PUBUC WENGINEERINGISTRATION coupling by Flo Control Inc„ or approved water stop ENGINEERING DEPARTMENT vC with 'D' ring• ENGINEERING CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA ~ ~ ~ yp~ raDRaxx er D"rF coupling, 3, Manholes shall have a water proof NRCVO ar BRICK MASONRY sivE P,V.C, pipe entry requires transite REatevx Br NGINEERING DEPARTMENT ENGINEERING DEPARTMENT rT, ~ ~ (v tEMBVN BY ll/47%93 A STANDARD 11%07/95 i•l•i H.V.D. 09/16/99 Bituminous Coatln on the exterior & interlon Ko ers manhole couppling accessory by A aacxm er BLOWOFF emn A PP Y ary/oa nw. Notn a•a, ClEEkm ar MANHOLE DETAIL ExoEZ ra Johns Manvltle or equal approved cxmkEO ar SANITAR G.C.H. DETAIL 404 bltumastic black solution 300M, or Proco EP-214, v.~s• SANITARY SEWER 302 water sto cou lin v'aS' LAMP H[ :xECxED ar SANITARY SEWER amx ~ CNFtxm BY CLEAN OUT ~ M DsEx Na w w•as. LAMP HOLE DETAIL aD3 w,J.S. (Sanitary) 304 ~v. DATE De~aPnox MP. DESICNED BY 1 w L REV, aAYC DESCRIPTBN aPP, DESIa§9 ar P P 9• acv, Dare DESCR]PYIIN APP. p,S,g, n.aa. OUTSIDE DROP E ff s DESIGNED HY T.C.A {SIGNED EY APPPaVm 8Y T.C.A l D< 1 REV. DATE DESCRIPTDaI APP, 1 6'1 LCJ, FT , pet ~ I.r.{ ~ V ~ SPACING OF POSTS FLTER FABRIC EXTRA STRENGTH FlLTER FABRIC TO BE 6-10 FEET APART MATERIAL NEEDED WITHOUT W1RE MESH SUPPORT PORT 0110 1. Set Stakes MaX, 2. Excavate a 4" x 4" Trench 2 Non-Penetrating ° D ° ? ° - 6 f Upscale Along The Line Of Stakes Pick Holes o 0 o D o 0° STEEL OR Fl~ ~ ° 0 ° D ° D WOOD POST / ~ ~=W 4-H" Tle beam with _ DO° 0 °OD D o D° D° ~ I ~ / ~ - - - - - - - - P-#5 rebar ' ° D° D o D o G continuous o ~ ° 0 0 o ° v~ ~ / D 2~ MIN. FOR ADDITIONAL STRENGTH F~~ f~ / I • r l•/('T- ~ ~ • I 12' swing gate CO ~ ~OW I x-6' dlo, Steel I • I clearance min, (~,P,) FLTER FABRIC MATERIAL CAN / BE ATTACHED TO A 6-INCH (MAX) / I • bollards ~ I ~ cone Fllied (typl~,~ ~ I N \ MESH WIRE SCREEN WHICH HAS a• ~ / 10'-8' li ~ j ~ 1-#5 at 4' \ BACKFILIED TRENCH BEEN FASTENED TO THE POSTS a• / _ - 10' MAX, 24' ~ /~\//j\// / - - - - YORE SU 10' MAX. SPACING WITH I I us $`m I • I 6 drop center m _II N)RE SUPPORT FENCE a P SLID OVER 3. Stople Filter Moterlal To Stakes 4, Backfill And Compact The - - I-III-I I • 6 MAX \ And Extend It Into fie Trench Excavated Soil - - - = I- WIRE SU =~II~ IiTilll„-,111,,,11 6 MAX SPACING WITHOUT I I (tYP~> I_ WIRE SUPPORT FENCE Max ~ y 12 Gr ode ~ J I clearance min, I 14" T 25 1/2" N ~ I ~ ~ ~ ` swing gate ~ H„ ~ 6" ~ ~ ~ I~ 25 3/4'~ ~ 4' I I I (typ,) 3000 p,s,l, concrete slab n Min. I L - - - - I B'x L6' concrete with fiber mesh reinforcing ~ ® ~ ~ MATERIAL SECURELY 29 1/2' FASTENED TO THE ATTACHING TWO SILT FENCES PONDING HT. PONDING HL 1 footing - monollthlC, min 6' • POSTS OR IF USED ~ THE WIRE MESH FLTER FABRIC L w/ 2- #5 rebar (type) WWFness, 6'x6'/ 10x10 w ~ ~ ~ IC URELY ° PLAN ~ L ~ RING - SECTION ~ - - - a STEEL OR ATTACH SECURELY WOOD POST TO UPSTREAM M drop pin ELEVATION ~ O> tb >T RUNOFF N.T.S. hole (typJ ~ ~ Weight 85 lbs, APPROXIMATELY a Sheet Flow Installation 36" HIGH MAX. SIDE OF POST SLID OVER SECTION INCHES OF FlLTER PLACE THE END (Perspective View) RUNOFF FABRIC MATERIAL POST OF THE 9" MAX. ~L l'~~ ,per 9" MAX. wlILD NOTES Weight 120 lbs. MUST EXTEND INTO SECOND FENCE (RECOMMENC A TRENCH AND HE INSIDE THE END STORAGE E (RECOMMENDED) STORAGE HT. - O ~ ® N 1, U,S, Foundry No, 117 Ring And BL Cover, Or Equal, ANCHORED VNt1i PosT of THE - COMPACTm FlRST FENCE " CITY DF CLEARWATER, FLORIDA BACKFlLL MATERIAL ENGINEERING DEPARTMENT 11 I I I ~ H" CITY OF CLEARWATER, FLORIDA ~ PUBLIC WORKS ADMINISTRATION ~ ~ ~ ~ PavN ar SANITARY SEWER nATe WOOD OR ROTATE B01H ~JOVU a/95 STEEL POST POSTS AT LEAST 12" MIN, Il I 12" MIN. ENGINEERING V l 12" MIN. a «E sr DUMPSTER ENCLOSURE INOE1f N0. V/j~J1+, X o+=c~D MANHOLE COVER amo w• - 180 DEGREES IN SIacD 6Y CAST IRON RUNOFF / A CLOCKVNSE 4" x 6" TRENCH acv. DAYC nESCRBrmx "n'' U.SFaurxY• 2 ~ 2 DIRECRON TO A ~ Max, A WITH COMPACTED 1 4/9/02 Rrv. Nolrr R.G D.R. GL 7M `1 ~r ~q~g~ L3 RA L REV. OAYE DESlldPnav APP. DF9ICNFD BY I DF3 R~ LL CREATE A RGHT I BACKFlLL \ \ = \ sEAL WITH THE T / FABRIC MATERIAL I ' NOTES: CONCRETE MASONRY WALL CONSTRUC110N 3~1W-CU1' / DIRECTION OF RUNOFF WATERS FlowJ~ - STANDARD DETAIL ~.A~ 10l~NIN,ES TRENCH WITH NAl1VE BACKFlII ALTERNATE DETAIL 1) WALLS Materials, construction and quantRy control of masonry shall be in accordance F'"~ /p~ ~A TRENCH WITH GRAVEL a.) New construction: maximum 6'-0' high and constructed of with Uniform Building Coda (UBC), Chapter 24, General conditions and H 4Sd P~ ~ CORSE 11Q$ EASTBTO GRADE APPROIOMATE I I I DRII£ BOTH concrete block (8'x8"z16"), Materials used should be consistent construction requirements shall be applied as specified in UBC, Section 2404 (f), wish those used in the construction of and architectural style of during grouted masonry work y~,~ EXISTDTG $9 ~ \ 4-INCH BY POSTS ABOUT 10 NOTES: PAVSIINtTJ 4-INCH TRENCH INCHES INTO THE ,~d',' ~,t, , ilf,iy,i 1,~~; ~-i GROUND AND ' 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVE the principal hu0ding. (Section J-802 Materials) 1. All reiniorcln steel shall be deformed bars confonnin to ASTM A-615, TER EACH STORM EVENT AND REMOVE SEDIMENT 9 9 F/-I \ \ BURY Fl.AP WHEN NECESSARY. ' /'//~~i' Paints A Should Be Higher Than Paint B 2 REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREI b.) Existing: maximum 6'-0' high replacement materials can be Orade 60. Vertical reiniorcement shall be placed in the center of the EPOSITED TO AN AREA THAT WILL NOT mode of the same motedals os long as they are made of masonry cell, and shall be held In position at the top and bottom. CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANEN Droinage Installation 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS 1 JD CAN BE PERMANENTLY STABIIJZED. approved opaque matedol. 2 If a slab dowel does not Ilna-up with a vertical core, it shall not he sloped " ~ ~ ~ NJ SLOPE CONTOURS TO MAXIMIZE PONDING 2) FOODNGS more than one horizontal In elx vertlccle (1:6}. ~ ~ (Front Elevation) EFFlCIENCY. , 8"x16' concrete w/2- $5 continuous rebar imbedded. 3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or ~ 214YS CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA gH PUBUC WORKS ADMINISTRATION PUBUC WORKS ADMINISTRATION CITY OF CLEARWATER, FLORIDA equivalent) at i6' o.a. ~ N 3. CONCRETE SLAB ~ PUBLIC WORKS ADMINISTRATION ) SXISJHTG ROAD ENGINEERING ENGINEERING H6SE DaAwx er INSTALUNG A FILTER D"rF DRArx er INSTALUNG A FILTER D"~ Da""" IN BW 7 02 M.C. I 7 02 N.B. ENGINEERING Monolithic, min. 6" thickness wCmbedded 6'x6"/ 10x10 welded 4. Hollow Load-bearing Concrete MDSanry Units shall be normal weighs l G I ~ ~ ~ ~ ~ ~N.B.m INSTAWNG A FlLTER ~A02 w've fabric (W,W.F.), 3000 P.S.I. with fber mesh reinfardng, conforming to ASTLI C-90, with a minimum compressive strength of 1,900 Rtl! 111 • ' • ' • • • • • ' • ' • oEIXm BY FABRIC SILT FENCE wDrx Na amcnn Br FABRIC S LT FENCE woEZ xo. aEa® 12" B.G. 7 B.G. 6 7 B.G. aEaan ar FABRIC SILT FENCE INDp Na P~' B G 7 4.) CONCRETE FlUED CFJ1S ~ DESavm ar With 1-$5 vertical rebar tied {o footer steel at each comer and 5. Mortar shall be type M or S, kl accordance with ASTM C-270. Place all REV. DAYS DEBEAPYNaI APP. DESxflm BY 1 nF 3 aEV. DAVE DESCR&ipN APP. DESIBIeD BY 2 aF 3 REV. DAVE DESERPIIa! DPP, DESIGNm \ rnaN 3aP3 every 4' O.C. masonry in running band Nith 3/8" mortar Joints, Provide complete coverage ~ face shell mortar bedding, horizontal and vertical. ~ ~ 5.) GALES ~ Constructed of min. 1-1/2" diameter galvanized tubular steel 6. Coarse grout shall conform to ASTM C-478, with a maximum aggregate sae ~ w/privacy-type slats Inserted in galvanized steel mesh fabric, of 3/8", B' to 10" slump, and o minimum compressive sVength of 2,50D PSI at hinge-mounted an min. 3" diameter galvanized steel past 28 dayx (Gates and post canstructed and installed per applicable building ~ - code by licensed fence contractor). 7. Minimum 3" X 3" clean-out holes (saw-cut) ore required at the bottom course 1 I of all cells to verify grout placement Clean-outs shall be sealed after 8.) DROP PIN masonry Insp9ctlan-provided in accordance with ACI 531-4.6, and before 1/2" dio. 18" long metal rod gate latch. Provide 3/4' die. hole grouting. w± i'. 12' dBOVE I 6" Into wncrete for rods. In asphalt provide o 3/4" P.V.C. 8. Prior to grouting, the grout space shall be dean, wish no mortar projections ~ I sleeve, 6" long, or equal. greater the mortar droppings or other foreign material. All cells shall be In xa'~: \ COMPACT IN verlicol al'gnment, and shall solidly be filled with coarse grout as specified. ~ 7.) SqL ~ 8" LAYER9 1 TIDiNCfD39 LOCATED UNDER PAV&fdlfflT OR HiSIDE TBE 2' HOR60NTAL TD 1' VERTICAL 9L0 DOANWARD FRDY HOA1RtAY 9HOT11DEB OR 9'HE HACR; OF CURB AND FROM Soil bearing capacity to be at least 2,500 P.S.F. 9. During placing, grout shall be consolidated with flexible cable vbrotor. First grout pour shall be stopped o minimum of 1 - 1/2" below the top of the P$ SPITING L12TE SPRING LINE TO HOTTOY OF SUB-GRADE OR TAB FAU9HID SURFACE OF THE EIIBdNE11ENT, A9 APPROPBIATE, BHdIJ, BE COIIPACTID TO 1 DENSITY OF 1001L d9 middle bond beam masonry. ' ~ G.~ LY i ice' % ' ~ ak b b / DEIffiil@18D HY AASHTO T-AB METHOD C. S MAIN TRJaVCEE9 LOCATED OUTSIDE OF TAE 2' RORIT;ONTAL TO 1' VERTICAL SLOPE \ DOWNWARD FROIJ ROADWdY 9A017L1DQ{ OR THE BACB: DF CURB AND AHERE NO VF~CDLAR TRAFFIC 1D1L PdSS OVER THE TRENCHER, HACK FAL 9AdIJ, HE \ CO]JPACTSD TO A DENSITY dPPROXHWTELY EQUdL TO THAT 30H. ADJACENT TO TAE TRENCH HOT NOT LESS THdN A6 PERCENT OF THE ]IA%H101I DENSTIR 89 DE7HR]INi® BEDDING itfATERIAL IF AE UDiED BY AASATO T-A9 3B,THOD-C. CITY OF CLEARWATER, FLORIDA MAY 1 ~ 2005 ' I T, PUBLIC WORKS ADMINISTRATION t ENGINEERING n ~ •~i i ~~~ppy~~ Q ~ - Q S. REHOVdL AND REPLACEIINNT OF PAVEIINtIT AND ROAD BABR ~ BE MADE IN ACCORDANCE 111TTI APPLICABLE LOCdL REGULdiTONS, OAAE aY 9~a1 GAB Md ~ i / / / I 4/9/02 Rm. N°ter R.G ~ ln~~, W p • ar B s NOTES °R wD ~Na ~l~~1NlNG D~PARTME~T ~ REV. DATE DE9XdPnON APP. aESIa~aD BY S OF a Q"O- . d P.N. ~9~ QF CLEARONATEl~ ~ ~ Q, 12' 1Ddd~IIT 12" THESE PIANS ARE AN INSDtUMEM OF SERNCE AND REMAIN THE PROPERTY OF f') ~ I ~ C, p KRASMAN & ASSOCWTES, INC. AND SHALL BE RETURNED UPON COMPLETION OF THE TRFN(RTd RACTtI;fT T : ~ ,t ~ ~ e, rKUdLUI. ®wrTKIUNI Zuw NUi rueuantu. ++u+a.v+a uaav+u auu USE OR COPY 15 PERMITTED w ONLY. CHANGES TO THESE PLi'ANS DETAIL REGARDLESS OF HOW MINOR WITHOUT WRITTEN APPROVAL OF KRASMAN dc ASSOCIATES INC. AND/OR CHANGE IN THE SCOPE, DESIGN OR INTENT FOR ANY REASON SHEET BY ANY PERSON OTHER THAN KRASMAN k ASSOCIATES, INC. SHALL AUTOMATICALLY RENDER KRASMAN k 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 READ CAREFULLY FOR ADDITIONAL CONDMONS. DETAILS OF Wd 6£'£0'£9010f19-11d'lJ:13HS D.I.P. SHALL BE USED IN PLACE OF P.V.C. OR V.C.P. FOR A MIN. OF 10' ~ EACH WAY FROM rL OF WATER MAIN - WHEN THE VERTICAL CLEARANCE TOP OF BANK` BETWEEN POTABLE WATER MAIlQ - EL. 20.5 AND THE /SEWER/SEWER FORCE/ 2'-It' ROW - RECLAII~D WATER AND STORM ON fILTER SIDE BANK, LINE I SEWER MADdS IS LES5 THAN 18". I I NOTEI SOD SHALL NGT BE INSTALLE 4 T,D,B, = 20,5 ~ D,H,W, EL, = 20,42 1 ~ GSE 20 MIL GEOMEMBRANE LINER - 2' 6' VARIES 6' 2' DRIVE GRADE TD BE INSTALLED TO FORM A SILT - \ \ ~a~\' \~i~ ss' ONTINUOUS BARRIER BETWEEN FILTER SYSTEM AND SEASONAL SCREEN - I lo' lo' r~i TREATMENT EL, = 19,54 w,~.`,A`' HIGH GROUND WATER o a¢ 4' MIN, , IRAFI 140N ENVELOPE d w & WEIR CREST Z I--1 i ~ =1 I I- q ~ ;.3 z z ~ m GRAVEL ':~r:~:~• ~ ~ ~ ~ ~ ~ I- u. 1 _ - WATER MAIN - ~ WO EL 19.44 N ~ -I - + w w ~ BOP EL, = 19,0 r• ~s. . MEET -I EX. GRADE BOT. EL 19.0 ~ INV, EL, = 18,0 -III-1 11=1 I I=1 I I=1 I I-=1 11=1 I I ~ 6' ADS PERF, PIPE W/ FACTORY SOCK STRAIGHT HAR STRAIGHT HARS 3'x1/4' RETICUL[NE BARS 2'x3/16• MIRAFI 140N ENVELOPE z 18" MIN RETICUL[NE BAR SECTION A-A ILTER AGGREGATE 0 18' X 18` F- FILTER MEDIA ~ N.T.S. s'-tt• 3, 3'-11' ~ ~ 51/2' 5 1/2' 5 1/2'~ ~ W ~ P.V.C. OR V.C.P. SAN. SEWER GRAVITY MAIN ~ SAN. SEWER FORCE MAIN GR GRATE 5/16' THE FlL1FR SAND SHALL BE TAMCD 20 ~ ~ in /30, OR RAOCUFF FlNE 8-B AND MEET CURRENT SWFWMO THE PERFORATED PIPE SHALL HAVE A MINIMUM OF 511(TEQ1 {18) 3/B MCH DIAMETER RECLA)MED WATER MAIN N STORM DRAIN 6' 6' X i?' AND O.E.P. RULES HANNC AN EFFECTIVE GRAIN SIffi OF 0.20 TD D.9S NIWMETERS IN ~ PERFORA710NS PER LINEAR FOOT pF PIPE AND BE ON 7HE BOTTOM 135' OF THE PIPE X EYE BOLT DIAMETER, A UNIFORMITY COEFTIGEIVT OF 1,5 OR gTEA1ER, AND A PERMEABIUN RATE OF W ~ a v o " i ~ ~ ~ SEE INDEX 201 0.125 CM/SEC OR GREATER. 711E CONTRACTOR SHALL HAVE THE SAND 7ESTm AND APPROYID BY THE FlLTER FABRIC, HEING ON ALL FOUR SIDES OF 1HE GRAVEL MATERIAL AND TAPPED. SHALL f I VERTICAL CLEARANCE I I Vj N V W 2• THE FNgNEER PRIOR 't0 MSTALLAOON. IT IS RECOMMENDED THAT THE CONTRACTOR HAVE THE BE 7REYIRA SPUNBOND 51115 OR 51120 OR EQUAL, APPROVED BY 1HE ENgNE(]L Q ~ N P' CL. FO.TER SAND TESTED ANO APPROVED PRIOR 10 PURCHASE AND/OR DELIVERY TO 1HE JOB 41E I tt I BLDG I/2 II I/ ' > a ~ I THE CONTRACTOR IS TO INFORM THE ENGINEER 24 HOURS PRIOR 10 BEGINNING FlLTER DRAIN ~ L() ~ Ih #4 BARS @ 12' ~ CONSTRUC110N. R IS REWR2ED THAT 1HE ENGINEER BE PRESENT AT THE BECINMNG OF FlL1ER = GFF=22.0 GRADE 2' IF THE CONTRACTOR CHOOSES AN ALTERNATIVE FlLTER SAND NE MUST SUPPLY SUFTTCIENT LEST DRAIN CONSTRUC110N, AND INSPECTIONS ARE lb BE MADE PRIOR TO PIPE INSTALLATION AND > ~ 2' CL, RESULTS TO VERIFY THAT 1HE FlLTER SAND COMPLIES WITH 1HE CURRENT SWFWMD AND D.EP. LLI fI TOP OF BANK - EL. 20.5 \ ~ ~ ..~o , ~ ~ ) - FlL1ER SAND INSTALLATION THE CONTRACTOR SHALL NOT BACKFlLL 1HE GRAIN PIPE UNTL THE FlL1ER RULES. IF THE PERMEABILITY RATE OF 7HE ALIEANATIVE FLTER SAND IS LESS THAN ENgNEER HAS VERIFlED AND APPROVED THE DRAIN PIPE GRADES ~ ~ _r 0.125 CM/SEC A REDESIGN OF 1HE FlLTER SY51EM WILL BE REQUIRED AT THE CONTRACTOR ROW - ~ \ EAPENSE' SWFWMD REQUIRES AS-BUILT CEATIFlCAIION BY 7HE ENgNEI]T FOR THIS FlLTER SYSTEM, ZEST ffi al LINE ~ POTABLE WATER MAII`i ' ~ PLAN SECTI REPORTS FliOM AN APPROVED LABORATORY ON GRADA110N AND PEIMIEABILNY SHALL BE INCWDED Z y ~ ~ ~ SECTION THE GRAVEL. MATERIAL, ENCLOSED BY THE FlLTER FABRIC AND SURROUNDING THE PERFORATED W THE AS BUILT SUBMITTAL ~ ~ IW- ! Q 1L ~ Y - 2' 6' VARIES 8 SILT + TYPE pF" INLET SCREEN ~ lo' M[N. INLET-F.DWG N.r•s, VLET PPE, SHALL BE NON-SOLUBLE GRAVEL IN ACCORDANCE WITH D.O.T. SPECIFlCkTI0N5 PATH NO Q ~ d ~ 4 * I1 SUBSTITUTE BONG ALLOWED. A MINIMUM OF 85X OF THE GRAVEL SMALL BE 2 11MFS 7HE USE OF FORM BOARDS TO ACHIEVE PROPER FlL1FR BED CROSS-SECTION IS RECOMMENDED. ~ Q ~ ~ Il Hl U (i1 N.T,S, DIAMETER OF 1HE PPE PERFORATIONS, GRAVEL. SHALL ~ WASHED PRIOR TO INSTALLATION. THE DRAINAGE SYSTEM IS DESIgJED TO ACCOMMODATE THIS SITE PLAN ONLY, NO FUTURE I HORIZONTAL CLEARANCE _ 3' 3' CDNDI110N IS TAKEN INTO CONSIDERATION. -iii-1ii~ - - A. MQi. MW. I ~ • ~ WO EL 19.44 E~_. ~ MEET I I_ _ I I- - SIDE DRAIN DETAIL EX. GRADE ' I I- BOT. EL 19.0 -I I ' + _ _ N.T.S, i l l=1 f I-1 I I--1 11=1 11=1 I I-' ~ d"d RECLAIMED SAN. SEWER - WATER GRAVITY MAIN AAi SECTION B-B MARS OR FORCE MAIN ~ U ~ HORIZONTAL CLEARANCE N.T.S. N~~~ BLDG ~ Z~~~ x w®~s® 1.5" ASPHALT (PC-1 OR PC-3) oa~~~ VARIES 1' 22' ASPHALT DRIVE 1' VARIES SOD UR UR 15' DRIUEWAY Oo~®~~ UTllfil' 2% - 2-%._.. , EASEMENT - - W~~ r . . • PINELLAS COUNTY CURB & ~ Q ~ ~ ~ . " 12" 12" 'l~Q GUTTER TYPE A (PC No. 1305) ~ W 12 HEADER CURB 3 4" R 12' SEE DETAIL THIS SHEET / PROPOSED PAVEMENT PROPOSED PROPOSED PAVEMENT ~ ~ ~ ~ ~ t!I " RADIUS ~ ~ 1/4" LIP ~ k' ~ 6„ I~-18",~ ~ (AS SHOWN ON PLANS) 1/2" EXPANSION JOINT O 9" COMPACTED SUBGRADE 6" SOIL CEMENT OR CRUSHED CONCRETE • Y• 36" TYPICAL ROAD SECTION ON PROPERTY 9" • • t•::~• w:•~•:•:~••• ' 3/4"R : • : a" J 6„ . :6" PROPOSED BASE ' PROPOSED BASE CONFIGURAnON FOR ~ ~ (V OPOSED BASE DIRECTION OF FLOW TO N.T.S. I----•;~•, • , . ;,.1.;; s" ~:9 VALLEY GUTTER A 2-O" SUff FIELD CONDITIONS ~ M ~ ::~5:~ yBAR'.. • . a• SECTION A-A (T~ ~I ~ PROPOSED STABILIZATION ~ ~ ~ ,noN SAW CUT EX. PROPOSED STABILIZATION 3'-0" PAVE & BASE EX. SURFACE 12" PROP. SURFACE PROFILE VIEW OF CURB & GUTTER PROFILE VIEW OF HEADER CURB MIN. ADER CURB A TRANSInON (MONOLffHIC POUR) NOTE: D NOTE: VALLEY GUTTER (TO BE PAID AS VALLEY GUTTER) ~ 1/2" EXPANSION JOINT EVERY 500', BETWEEN CURB SECTIONS, AT RADII, END OF POUR AND STRUCTURES. (FALSE JOINTS EVERY 1. SO~RGA~RF PAVEMENT SHALL BE 1/4" ABOVE LIP PLAN VIEW N EX. BASE PROP. BASE 10', LONGITUDINALLY. SEE SECTION 520 OF THE FDOT STANDARD SPECIFlCATIONS•) 2. 1/2" EXPANSION JOINT (AS SHOWN) AND CENTERLINE ~ OF SIDE STREET, WITH (SAWCUT) FALSE JOINTS EVERY 0~ EMENT TRANSITION PAV 10', LONGffUDINALLY. (SEE SECTION 520 OF THE FOOT ~ ~ J N.T.S. CURB AND GUTTER TYPE A & HEADER CURB STANDARD SPECIFlCATIONS), VALLEY GUTTER & TRANSITION Pc ~ ~ ~ N.T.S. N.T.S. ^ ~ ~ NEW SURFACE (SEE NOTES 1 & 2) EXIST. SURFACE • w ~ ~ r~ MEDIUM BROOM FINISH GRADE 1" BELOW ~ . . Q I FINISH CONC. WALK EDGE OF WALK ~ ` ` A 1-1 TIM S E IS . BA E {9"MIN. ~ # " SEE NOTE 3 ( ) H r ~ ~ LEVEL 1 2 `:TRENCIi 2 1 2 LEVEL 2 ~ HOULDE VARIES (SEE PLAN HOULDE .'•BACKFILL..•'' ~ ~ ~ N ° 0 SLOPE 1 4" PER FOOT SOD ,'(SEE NOTE 4): S D : - ~,riCy,75y:~ »r;~-: <:-r~: EXIST. SURFACE T~~/~ ~ ~ - 0.30' -III-I - - - - - I-III- v: I C I-I ~ I-I ~ I-I ~ I-I ~ I- 3'-4' V 1 ~ X ~ ~ VARIES COMPACTED FILL 2' REPAIR OF PAVEMENT NOTES: 2' ~ ~ ~ ~ ~ 1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY 0'82 WHEN SIDEWALK IS ,NOTE: PROVIDE 1/4 S WED AND ALL SURFACES TACK COATED. „ 21/4' 21/4' TO BE REMOVED &/OR CONTROL JOINTS Q4 O.C., A NEW SIDEWALK IS TO 5'O.C., 8'O.C. OR 12'O.C. 2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND - - » THICKNESS; WITH MIN. OF 1-1 /2 ASPHALT F.D.O.T. TYPE S-3. ~ ~ Ii ,I y (h BE ADDED, IT IS TO 8c 1/2 BITIMINOUS 3, BASE MATERIAL SHALL BE PLACED IN 6 COMPACTED LAYERS „ 8. 8• ~ 1 BE REMOVED TO THE EXPNASION JOINTS ®40 O.C. TO 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO 3 NEAREST EXPANSION JOINT. FOR 4' SIDEWALKS, 50'O.C. T-180, LAB REPORTS ARE REQUIRED. „ FOR 5' OR GREATER. 4. BACKFILL FOR TRENCH SHALL BE PLACED IN 12 COMPACTED /II ~ Qd~ I\ ~ ~ 1~ \J LAYERS TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 LAB REPORTS ARE REQUIRED. 3'S 8" 8 UD QIGI~AL REPAIR F PAVEMENT CUTS SKIMMER TO BE 1 4" THICK O / ;K PLAN a CONCRETE SIDEWALK N.T.S. ALUMINUM OR FIBERGLASS N.T.S. W/ STAINLESS STEEL ANCHORS 10RS ~4~ 3'-4' 5 3/4' ~ 0~ 30' ~ 5 3/4' I ~ 5 3/4' 5 3/4' ' _L ~ SLOT & SKIMMER DETAIL ~T :TAIL ~ 19,54 GRATE Lz• ~ GRATE ~2' N ¢ WEIR 2' WEIR ~ ~ ~ f Post (0 Lions: 2" x 4" Or Optional Post Position 2p°\ Principle Post Position N.T.S. p (Canted 20° Toward Flow) E N 22"Min. Dia. Wood; Steel I , 1 /Ft Min J ~ Filter Fabric (In ~ I ! ROW .33 lbs 6 Max. Conformance Wifh ~ LINE ~ rWi 2' CL. W 2' ~ ~ ~ F Sec. 985 FDOT Spec) ~ > ~ ~ #4 BARS @ 12' @ ~ ~ ~ BARS @ 12' ~ ~ ` . ~ # ~ t, ' o ro Filter Fabric - 2' L CL G~~ ' ~ ~W IB,O ~ Vi ~ 1'' ~ ~ 1 ~ a ~ " ~ ~ Silt Flow 16 .5 6.5' 4' 2' 6' ~ • ' m 64 UD r ~r°~ CTS; 1B.0 MaY 12 2005 ~ ~ . • 5 PAVEMENT U ~ 1 a c'~~' i~rj l ~ Q,~~' e 196 1 % 1 956 SECTION SECTION ~~~~`~~®~I~A~ ~ ~ r- I OUTFACE CONTROL STRUCTURE TMEI~~ ` . ,s ~ , ELEVATION SECTION = ~~TY QF CI~A~~IATER ,n~, 1 ~ ~ N.T.S. ;~"1 ~ ' ~ 01, ~ ti_t ¢a THESE PLANS ARE AN INSTRUMEM OF - SERVICE AND REMAIN THE PROPERTY OF Note: Silt Fence to be paid for under the contract unif price for Stoked Silt Fence (LFJ. SECTION C-C NRASMAN k ASSOCIATES, INC. AND SHALL HE I RENRNTm UPOtn eOMPLETIDN OFTTHEN " TYPF TJT S11 T FFN(`F 1" - 1n' unr~I~nMTel 11 '^pwV ~O ~ a,.,~ USE~OR COPY IS PERMRTED~BY CONTRACTn"~ ` v ~ ~ v~ " = ONLY. CHANGES TO THESE PLANS 1 Z' VERTICAL REGARDLESS OF HOW MINOR WITHOUT WRITTEN APPROVAL OF KRASMAN & ,.R 1 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 PARRES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS THEY SHOULD BE V READ CAREFULLY FOR ADDITIONAL CONDITIONS. DETAILS OF Wd M60:8 901O119-l1d'R111f ,I; I 3 GENERAL LAr~DSCAPE NOTE TRAFFIC ~o oN CONTROL BMX CA I . All plant materials shall be Florida # i or better and installed to heghest nursery standards. Plants shall be ° 3 healthy, free of pest and dlsi;ase. SP 25 2. All plants shall be coninaener grown except as noted on plan. JP . 3. All palms-and trees shall have straight trunks with no twists, knotting or other defective characteristics. 0. T CONC, CURB TYPE Mulch shall be 100% f'ene Bark, installed to a minimum thickness of 2": 5. Sod shall be 95% weed free St. Augustine "Floratam", installed with tight~omts. S NSET PINT RDAD CCDUNTY ROAD No, 576) 6. All dimensions shall be field checked by the landscape Contractor prior to construction with arty 100' RIGHT-~F-WAY discrepancies reported.to the landscape Archetect. 35 3 3 3 3 ITE TRIA GLE 7. All materials shall be as specified on the plans. If materials, labor or installation techmques do not adhere ~ CA SP CA SP , to the speclficatlons, they w,ll be rejected by the landscape Architect with speafied materials and installation carded out by the landscape Contractor at no addetional cost. ' 8. No substitutions of materials or changes to the drawings or specifications shall be made. ~ 9. All required permits are to be provided by the installing contractor unless speceflcally stated otherwise In I 25 I I 35 2 I I 25 the speclficatlons. L I JP L I MG IX L I MG L i JP 10. Contractor Identificateon signs shall not be allowed on the project. slcHr vlslBl TRlrwcl~s , 11. Contractor shall be responsible for all Items as shown or described on this plan and specifications. (IYP.) All SHRUBS 0 12. All proposed landscape; and sod areas containing turf or weeds shall be treated with "Round-up" per BP MAINTAIN o manufacturer's speclficatlons: 13. landscape Contractor Shall provide all necessary site preparation required to ready the site for planting as ELECTRI TRAFFIC specified. S CURB B~URB CUNTRUL BOX ° INLET 'RCP INLET S89 29 42 E 300, 00 (P) 300, 0 35 14. The landscape Contractor shall warranty and guarantee all materials and labor for a period of 90 days for _ x.; UTILITY ~ RISE EX 4' CONCRETE IBENALK , , shrubs and groundcover, palms and trees. Warranty and guarantee period shall begin upon date of completion. ~ 15. All repairs and/or replacements shall be made by the landscape Contractor within I O working days upon ~ ~ ' P A notification of any deficiencies by the owner or their representative. ~f~,~'~. 16. All uestions re ardin the landsca a Plans and S ecefications shall be directed to the landsca e a=~ ~i~•' ~ i`~ ~1 ~ aaD SOp I s EN E Architect at (7271787-2840. ,ri:~! : ~.ri°.''' 19.5 2 ' M ~ t~ . S7 I ~r. I AusnRUBS , . , FERT! LIZATI~N ro~~~ ~&sT,~1'E ~ : ~ " BE MNNfAINED MG UNDBR30'HT. ~ o~~. . ~ MG ~ o c.T. . c.r. io c.T. to c.T. ~ e -r N. / ~ SETBACK LIMITS 3 4 5hrub5 and Trees "~~,'Y~~~'~ POM All trees and shrubs shall be fertilized with " reform" 20- 15-5 lanten tablets at time of lantin and rior to w A9 p 9 P 9 P ~~~LR~~.~~°`• POM 2" TE ~ installateon of plant pit backfilL Tablets shall be placed umformiy around the root ball at a depth that is between 0 2 - 2 GATE VE I 6 the middle and bottom of the root ball. z , POM A 5 'ys~~ , Application Rate, ~ Q ~ ~ , , 20 a .r. 20 a. w ~ , , 45 ~ PLATTED I Gallon Container: I - 2 I gram tablet 'LATTED 3 Gallon Container: 2 - 21 gram tablets ? w o~n SP a.~ . 45 45 ~ ~ om JP IVS l- LMG 41 I 5 Gallon Container: 3 - 21 ramtablets o Q ~ ~ t4' c.r. ~ti. LMG TJN o o ~ ~ NOS QV 9 7 Gallon Container: 4 - 21 gram tablets i ~ I ' C ' roe r°>' as I- w as TOB 20. t 4' C.T. Trees: 3 tablets per each 112" caliper of trunk ~ 3 sHwL 1s o i 3 ~ z, ~ 10 I ~ ~ ~ wQ 1s.4 14 ? l~ ~ NOS SP Groundcover Areas ~ _ ~ ~ 25 YR D WL 2O. 25 RI ~ VS I 7 BOP 19. , . All groundcover areas shall receive fertilizateon with "Ozmocote" time release fertllezer per manufacturer's v ~ IVS speoficatlons. ~ ~ LJT - o , z ~ ° ° 14 I ELOCATE 10 DRAINAG & zoo ~ ~ 14' C.T. 14 I w w LITY SEMENT v ~ ° o SOD V~ ~ z SR C ER VER EX SEW ICB ZF ~r 3 3 D I in ao = a 16 C.T. Sp o o w 18 LD B BD B ~ ~ P M ZFU o 0 H 35 IX o w Tree driplme FF 24 F 22. = t o C.T. BORI G L 2 POM o • POM I ~ 0 24 i ~ 6 ° QV 60 3 VS fxi5tmg tree to z H POM remain ~ ~ h~~/~ ~ 50 ti+"N • SOD SOD VO „ • - I x4 pt rails 48" Height 2x4 pt post ~ 9° 29' 4 ~ 300. ~(P) ~uY ~ o (1) STORY C. B. S. 89° 29' 03' W 299, 9 ' (M) wIREs 24° Depth fx~strng grade ~ •q•q CURB CURB 0 INLET INLET 8 120 / TREE PROTECTION DETAIL ~ O 1) STORY C. B. S. (1) STORY C, B. S. MC 0 w U w z (1) STORY C, B. S, w ASPHALT w . 8 p • PAVEMENT A o Set tree plumb, ~ • o MC 3 with top of ~ • ~ `0 rootballl 112° o ~ h o ~ ~~r~~ 1~rbove hrnsh , • Rllbberhos # 12 gauge xnre ~ ~ ] MaY 12 200 2" Mulch 12" length red 3" Tree wel plastic Hag to e ~~~N~ING DEPAR ME~l~IniSn grad a ~ p 2X4 Stake }'yt . `~sITY QF G~~A~ T~~ Root ball 'a'''~u'~ o,• E~ostmg native 5011 Nature soil backfdl SYMBOL LEGI an a era 5 c e u e SYMBOL LEGEND ~ ~ . 0 10" DENOTES OAK THE Quantt Code Botanical Name Common Name S ecificatton S actn 0 TREE PLANTING DETAIL ~ TES OAK TREE -SIZE INDICATED tY P p 9 C " ~ 10" DENOTES PALM TR 24 CA Crinum astattcum Crmum Ldy 15 gal., 35 x 36 5 o.c. TES PALM TREE -SIZE INDICATED N O ~ I 10 Ilex cassrne Dahoon 11011 8' ht. x 4' s r. 2" cal. sin le 0 10" DENOTES A PINE Y p~ 9 TES A PINE TREE -SIZE INDICATED ~ ~ „ „ A TREE LABELED "TWIN" I' 14 ICB Ilex burfordu Burford Holly 3 gal., 24 ht. x 24 spr. 30 o.c. , LED "TWIN" IS 2 TRUNKS MEASURED ~ ~ 4 ABOVE THE GROUND FI E GROUND FROM 1 MAIN TRUNK, , . o Set shrub 45 IVS Ilex vomttoria shillings Dwarf Yaupon Holly 3 gal., 14" ht. x 14" spr. 30 o.c. 'TRIPLE' IS 3 TRUNKS ME S TRUNKS MEASURED 4' ABOVE THE ~ plumb, with top J 53 IX Ixora spp. Nora Grant Ixora 3 al., 24" ht. x 24" s r. 30" o.c. GROUND FROM 1 MAIN TF 9 p M 1 MAIN TRUNK 2" Mulch o of rootbau I" o above knish 95 JP Junt erus arsonu Parson's Juni er 3 al., 12" ht. x 18" s r. 30" o.c. DENOTES TREE TO BE p p p 9 P TREE TO BE REMOVED Finish Grade a grade Root ball -Existing natve 5 . L I Lagerstroemia indica Crape Myrtle 8' ht. x 4' s r., 2" cal, sin le p 9 Native sod sod 8 LJT Ltgustrum s Ltgustrum Tree 8' ht. x 4' s r., 2" cal. 15' o.c. PP p backhll 131 LMG Lirtope muscart Giant l.irtope I gal., 12" ht. x 12" spr. 18" o.c. SHRUB PLANTING DETAIL 16 MC Myrica certfera Wax Myrtle 8' ht. x 4' spr., 2" cal. 16' o.c: 4 MG Magnolia grandiflora Magnolia 10' ht. x 5' spr., 2 I /2" cal. single COPLEY DESIGN ASSOCIATES, INC. 309 POM Podocarpus 5pp. Podocarpu5 3 gal., 24" ht. x 24" spr. 30" o.c. LANDSCAPE 2 QV Quercus vir tntana Ltve Oak 10' ht, x 5' s r., 2 I /2" cal. stn le 9 p 9 Q1~`~~L ARCHITECTS 3 NOS Nerium oleander "standard" Oleander Tree 10' ht. x 5' s r. 10' o.c. p 1666 Laney Drive 82 RI R,aphtolepts tndtca Indian Hawthorn 3 gal., 18" ht. x 18" spr. 30" o.c. N Palm Harbor, Florida 34683 23 S6 5 arttna bakerti Cord rass 3 al., 24" ht. x 24" s r. 30" o.c. p 9 9 p ~o~e ousulc Phone 727 787-2840 I SR 5trelitzta regtnea Bird of Paradise 7 al., 30" x 30° stn le ~_°~~"~'4no Fax 727 785-4017 9 g 17 SP 5abal palmetto Cabbage Palm C.T. as noted on Ian min. 10' c.t. E p Landscape Architecture 45 TJN Trachelos ermum astattcum "minima" Dwarf Confederate Jasmine I ai., 6" ht. x 12" s r. 18" o.c. p 9 p Site Planning Contract Administration i7n vn ?~.L..__.._. _~___L.__._..._. c...__L ti.i_.._~...Y o __i neu LL /f AN 7/~II _ _ r /V vv viVUfrrUtil UGWra1.1t)nIMUrr1 _WC. M. VIVUrrrUrrl a GJal., G-r FIL. X L't .7V U. G. 0 20' 40' 80' 52 V5 Viburnum 5u5pen5um 5andankwa Viburnum 3 gal., 24" ht. x 24" 5pr. 30 O.C. 2 ZFU zamia furfuracea Cardboard Palm 7 9al., 30" x 30 5,o.c. 11 a EJOB 25026 u Fc M D ET Scale ! 20'-sE ~ °zc~c-°3ozc SE TYPE F~-n DRC DATE 03;- o S• Of CDB ME SIGNATURE DATE ~6L3.o~ GENERAL IRRIGATION NOTES ~ o TRAFFIC CONTROL BOX i . Install a new automatic Irrlgatlon system to provide 100% coverage of all landscape areas. ° 2 Shrub risers shall only be used In hedges or mass plantings. Risers Shall not extend more than 2"above the Installed height of the giant. AI! 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 maybe damaged. 0, 7' C~NC, CURB TYPE 3. All heads installed in planting areas along walks, droves and parlung lots shall be 12" pop-up fixed spray heads. All heads shall be installed with the top of the spray body flush with finish grade. All groundcover areas S NSET PINT READ (COUNTY READ No. 576) shall be Irrlgated with 12" pop-up fixed spray heads and extensions as required. 100' RIGHT-OF-WAY 4. All sodded areas shall be Irrlgated with 4" pop-up spray heads orpop-up gear driven heads unless otherwise specified. o H SITE TRIANGLE 5. Pipe, valves and other Irrlgatlon equipmer~ maybe Shown In drives,-walks or buildings for clarity only. Install a ~ a{I valves and other equipment In landscape beds for best accesslblllty and concealment. 6. Valves shall be installed in a manifold within a valve box of sufficient size to sernce all valves within the box. o Valve box shall be free from any debris which may cover valves. Provide a 3" depth gravel sump at the bottom of the valve pit. . 51GHT VISIBI 7. All Irrlgatlon equipment and Installation techniques shall meet federal, state and local codes, regulations and TRIANGLES ' ordinances. (I1P.) ~ ALL SHRUBS 0 6. All gear drlven heads and all heads along walks, curbs, drives and parking areas sha{I be installed on flexible BE MAINTAIN D o polyethylene swing points. o 9. Gear driven heads and flied spray heads shall be Installed on separate zoneswhere possible. Precipitation ELECTRI pX TRAFFIC ~ rates and head type should be compatible within each zone. o CURB BCURB CONTROL BOX ° ~ , ~ INLET ~ RCP INLET S89 29 42 E 300. 00 (P) 300. 0 10. Gear driven heads shall not be Installed in shrub areas or be installed on rysers where possible. _ UTILITY EX 4' CONCRETE SIDEYAIK , RISER I I . Controller shall be mounted as shown on plan ~ 12. All sleeves shall be schedule 40 pipe Installed a minimum of 14" below grade. Sleeves shall be used only 15H !5H 15H H 15H ' 15H 15H 15H 15H I I I to install lateral Irrlgatlon Imes through. Sleeves shall not be used as a method to convey water through the v 4 ~,f ~ U S C;I ~ ~ t,! w system. ~ N ~ ~0 f~j , J J 15H r s SILTFENCE 13. Adjust all heads to provde maximum coverage and efficiency and mimmlZe overthrow. Irrlgatlon heads shall N !I ~ ~ • 8~. not spray over walks, drives or any other non-Irrigated areas. ~ ° o~ • , J 15H 15H I 15H 15H ~ A I-25 h 9.5 2 •;l~g ' 15H 14. Equipment shall be manufactured by, "Toro", "Ramblyd" or "Bunter" or as otherwise stated on the plans. ~ ; ~g ' 1J~ I ~I r ~ n•: " ALL SHRUBS 15. Contractor shall field verify water source to deliver the proper pressure, pounds per square inch (PSI) and ~ ~ ~ : a ~ ; BE MAINTAINED UNDER 30' HT. water flow, gallons per minute (GPM} as required by the Irrlgatlon system. Notify the landscape Architect If there o ar; ~ STATE ~ + t17 is any discrepancy. ~ ~'c'• C~ V7 0 6 SETBACK LIMITS ~ ( . 6. All permits required for installation shall be provided by the contractor. 17. Refer to the landscape Pans when locating all Irrlgatlon equipment. Allow ample room near Irrlgatlon Ilttt~~ti ~~•:~`'y'~'~" ~ i 5ADJ equipment for the proper installation of trees, shrubs and other work shown on drawings to be Installed. 0 z 16. All wires shall be installed In Wlre sleeves. 19. Contractor shall be responslble for all items on the plan and Irrlgatlon specification. A ~ I-25AD 5 H 15 I n n 20. Contractor shall Instruct the owner on the full operation and maintenance of the Irrlgatlon system. ~ Q vv 0 ~l1 w ~ W.O. I v v A TED _ATTED 21. Contractor shall be responslble for all final repairs or adjustments to provide proper coverage to all I~- ~ ~ ~ o m landscape areas. IH O L]7 3 = O 22. All questions regarding Irrlgatlon specifications shall be directed to the landscape Architect at (727) I ~ O O 08 I.- lL ~ I AD7iDB 20. 0 767-2840. ~ Z o ~ 3 SHWL 18 0 ~ 5 ~ ~ ~ ~ ~o WQ 19.4 125 3 o = o 25 YR WL 20. ~ ~ , . BOP 19. IDH U~ ao~ U v ~j I H ~ z zoo RELOCATE 10 DRAINAG & ww ~ ~ o o ~ UTILITY SEMENT ~ ~ `0 ~ z CENTER VER EX SEW off J 3 s in oD = w 5ADJ I-25 I H O O W A BL o~ . ° B 15 ~ y 00 PIPE SIZING CHART fin~shGrade H F2. = W ~ BORI G L off ~ A 0-5 GPM .112' PVC PIPE Concrete domct • : Pop-up faced spray head p at each head ~ y~M1/ ~ ~ IH 1 ~ O 6-IOGPM 314"f'VCPIPE Fossil Poydl ~ ° 15 ~ I I - 15 GPM P PVC PIPE 18' goy Rac Ppe Z OH H ~ I 15H H 15 15H 15 ~ H 16-25 GPM 1114' PVC PIPE ( A 15 15H 15H I 15H I H 5 Y W -25AD) 1-25ADJ , 26- 35 GPM 1112' PVC PIPE 36-50 GPM 2" PVC PIPE ~ ; - 50+ GPM 2 I/2" PVC PIPE ~ N89° 29` 42' W 300, ' (P) ouY ~ ~ PVC lateral line ppe f'VC fitting ~ V (1) STORY C, B. S, 89° 29' 03' W 299, 9 ` (M) WIRES IRRIGATION SPRAY HEAD DETAIL ~ ~ IRRIGATION LEGEND - ~ . CURB CURB INLET INLET 1) STORY C, B, S. Symbol Specifu;aGon (1) STORY C, B, S, w ~ 5F-B Taro 5' f~adms Full Circle fJubbler z (1) STORY C, B, S, ~ 5H-B Toro 5' Radus Half Grcle Bubbler ~ ~ w ~ 5Q-B Toro 5' Radus Quarter Grcle Bubbler . ~ ASPHALT LL 5C5T-B Toro 5' Radius Center Strrp Bubbler rimsh Gnde O I OF Toro! o' Radius Full Grde Sprayhead PAVEMENT A Concrete donut I OTQ Toro I D' Radius Three Quarter Cmcle 5prayhead at each head 3 Pop•up gear driven I OH Toro I d Radius Half Cmcle Sprayhead sprry head f OQ Toro I0' Radius Quarter Grcle Sprayhead Poly dl ~ ~ y ~0 O 15F Toro 15' Radius FuN Grcle Sprayhead 18' f'~y Hew P~ O 15TQ Toro 15' Radius Three Quarter Cmcle 5prayhead ~ ° O 15H Toro 15' Radius Half Grcle Sprayhead Poly ell O 15Q Toro 15' Radius Quarter Grcle Sprayhead QI5E5T Toro End Strip Sprayhead QI 555T Toro Side strip Sprayhead fNC lateral line pipe ~ QI5CST Toro CenterStnp5prayhead IRRIGATION GEAR DRIVEN HEAD DETAIL O I-25F Hunter Pull Grole Gear Driven Head 6 GPM ' SYMBOL LEGEND BOL LEGEND O I-25ADJ Hunter Adjustable Radius Gear Driven Head 3 GPM Qv 10° DENOTES OAK TREE - I-25 Hunter AdjJFull Radus Gear Driven Head - Alternate , OAK TREE -SIZE INDICATED ~ ` ~ t~. F " ~ _ ~ ~ Gate Valve ~ 10" DENOTES PALM TREE - PALM TREE -SIZE INDICATED H p r-firnshGrade ~ ~HI ~ ~ ~ ° Water Source - 4" Dee Well w/ 2 mseeeeree"erueeene®e" M ~ O • 0 10" DENOTES A PINE TREE A PINE TREE SIZE INDICATED DW h.p. sub pump and blow~off valve ~ 6A. A TREE LABELED "TWIN" IS 2 "TWIN" IS 2 TRUNKS MEASURED NetaBm Underground Dnp Imgabon ~N~ING DEPgRi EST L 4' ABOVE THE GROUND FROM 12°mlmmum de Install sleeves under all sued area iOUND FROM 1 MAIN TRUNK, Emitter flow = .9 GPH P ~I~QF ~ v . "TRIPLE" IS 3 TRUNKS MEASU UNKS MEASURED 4' ABOVE THE ~ Emitterspaung= 12' lateralwnelines Q GROUND FROM 1 MAIN TRUNK MAIN TRUNK 7echhne spaung = 16" 18° minimum depth Install sleeves underall paved areas Banaldepth = 4" Mambne piping (schedule 40 PVC) DENOTES TREE TO BE REIu TO BE REMOVED Apphcabon Rate = i • I I "/hour Rrmote cornrd valve vnres to be installed under mainline ® secure to mainline at 8' intervals wdh vntaproof 3 Toro Solid State Dual Program Controller ~Pe wrapped 4 ~~s around pipe at each beation vnth Ram Sensor Class 160 P.V.C, lateral Lne (max. flow 5 feetlsec,) MamLme-5ch.401.5°PVCpipe IRRIGATION PIPE DEPTH DETAIL (max flow 5 feeFlsec.) NOTE: IRRIGATION CONTRACTOR SHALL INSTALL NETAFIM coPLEYnESIGrrASSOCIazES,INC. UNDERGROUND DRIP AT THE BASE OF EACfi INSTALLED L A N D S C A P E TREE. PROVIDE A MINIMUM OF G EMITTERS PER TREE. ARCHITECT S INSTALL TREE IRRJGATION ON SEPARATE IRRIGATION ZONE I AT CONTROLLER- ^SEE 511EET L- I FOR TREE LOCATIONS. ~ l°~ 1666 Laney Drive N Palm Harbor, Florida 34683 BEFORE rouSDIC Phone 727 787-2840 ~~e~oo-~"i ~4 o Faac 727 785-4017 E Landscape Architecture Site Planning Contract Administration 0 20' 40' 50' .r F& " JOB NO. 25026 SHEET Scale 1" = 20'-0" I r~ j - 5EC'~I'I®N 2, 'TGWNS)EIIP 29 S®UB"II3, Rr~.NGE 15 E~?.ST, CI'TY' CI.EARW~.~'ER PINEILI t, PINlE1LI,,AS I;®UN`I'~, )8'I.®IaIE~.4. ~l N n ~ ~ TRAffIC i x CONTROL BOX ° I W J Q ~ a w I ~ p' ~ / ~ 0.7' CONC. CURB ~ 0 20 4o MAR 2 8 200 WEST (1/4) CORNER ° ~g`~~o ~9• ~99ryo o~6~0 oy o o~ 0 ~tia,y ~~ry ~h ! a OF SECTION 2-29-15 ~g' ~o• o' ry o• ry o9 ry ti'` ry ~ ~~ry ry~~ aryl a ry ry ry ry ry ry ryry i ry ryti ry~ p ry• I ry ryry ry ry, "~y"' "~6y 10 ^ PLANNING DEPARTMENT SUNSET POINT ROAD ~ COUN T Y ROAD No. 32 ~ l ry CITY OF CLEARWATER - _ ( _ 00' RIGHT- F- - - - - - _ _ 1 0 WAY i 0 0 ~ h~ - 0 - - ~ ry~ o ' ~ ~ ~o NORTH LINE OF THE SOUTHWEST (1/4) OF SECTION 2-29-15 • .~0 ~ ap g~ h 'h°' ~ry 0 0 I M ry0 ~1 gyp. ~qpa pp ~ ryp' ;1° 0' p9 rye. ,~0 ~~~0 ~6 ~ 'I ~°'ry~ ryry' ~yh ryry ~p ~ I ~ h0' 0 o ry rye. rye. ry ry i ry ry• ry• ry ORIGIN ~ ry ry WATER D.7 CONC. CURB i ~ ~ LEGEND a~ ~8 ~o~ vALVE o o h ~ ry ry• ~o. ry°' ryo. ~ ry~• ryo ry " ~ ~ =DENOTES WOOD POWER POLE TRAFFIC ELECTRIC 9 n ~ =DENOTES GUY WIRE & ANCHOR CONTROL BOX B X ary TRAFFIC ~ ~ CURB ~URB CONTROL BOX -AC o i n , ~ 22.aa =DENOTES EDGE OF PAVEMENT ELEVATION INLET ~'I INLET S89 29 42 E 300.00 tP) 300.02 tM) 24 RCP urlurY 22.se =DENOTES TOP OF CURB ELEVATION 9 - RI5 R 4' CONCRETE SIDEWALK =DENOTES GROUND ELEVATIONS 'y h 0 8"CL Y 8"C AY ~ 0 OHW OHW 0 f - ~ OHNG _Ok~hf OHW HW OHW OHW -ry' FCM =FOUND CONCRETE MONUMENT _ ~H oHw FIR =FOUND IRON ROD 9 ry ~L' ~ x 1 ~ ~a~~1 FCIR s m /s - 6 FCIR =FOUND CAPPED IRON ROD ~9' ABZ 3000 ~ti '`ry ~ ~ ry'`' FCIR 5/s" I ~ ry ~ ~ ,ate LB 6539 FCIR 5/e" ~ `~~a FIP =FOUND IRON PIPE LB 6539 a 'A, FPIP =FOUND PINCHED IRON PIPE ~ ~ SANITARY MANHOLE R =RADIUS RI 1 SANITARY MANHOLE M EL 2.41 A A =ARC DISTANCE Dt _ as ~ INV. EL.-18.72 W ry = RIM EL.=21.13 CB =CHORD BEARING D =DELTA g~ ° INV. EL.=18.51 N INV. EL.=18.83 E ®a,~ ~ ORB =OFFICIAL RECORDS BOOK o~ INV. EL.=18.65E h INV. EL.=18.75 S ~a. ~a o• INU. EL.=1$.83 SW ry ~ PG =PAGE INV. EL.=18.91 5 ry ~6 `'PB =PLAT BOOK INV. EL.=18.93 SW ry (P) =PLAT (M) =MEASURED (F) =FIELD p6 ~ ~ a~ 1 (R) =RADIAL ~9' Dcry ~y On n 0 ~9' ~ d (C) =CALCULATED a UNPLATTED (D) =DEED ~d FND =FOUND w 9~ ~ O i0 ry' ~9 LFF.EL. =LOWEST FINISH FLOOR ELEVATION 00 ~ WM = WATERMETER U 7 r- r- ~ ry RM =RECLAIMED WATER MM BFP = BACKFLOW PREVENTER as = ' !OT "B" ~ !OT "C" ~~3 o I VACANT ry VACANT m o~ ~ m~m o; ~o. X02 o~ ~ _ . 10 DRAINAGE & a h~ oa LP =LIGHT POLE ry~ ti's' ID =IDENTIFICATION ~g. _ ~ UTILITY EASEMENT ry~• U N~ U 00 24 SPKND =SET PARKER KALON NAIL & DISK U ~ U O z~" FPKND =FOUND PARKER KALON NAIL & DISK Z 9. O Z ~ ~ Z Z 0~ /w w ~ LB =LICENSED BUSINESS U ~ ry ~h ~ I _ ~ ry ryry. CONC. =CONCRETE OHW =OVERHEAD WIRES N N= 6 u~u0 i 00 ~ ° Y 9 SANITARY MANHOLE ryry I ~p ~ ~ ~•99;s ~ 1o RIM EL.=22.44 ~ o INV. EL.=18.82 N ~ m ~6 ~ INV. EL.=19.14 NE W W ~ , IN . EL 8. 9 E I o ~ .SYMBOL LEGEND ~ - _ - - - INV. EL.=19.16 SE ~ z 10' DRAINAGE & ~ INV. EL.=18.94 S o ° UTILITY EASEMENT n INV. EL.=19.12 SW ~ ~10" DENOTES PALM TREE -SIZE INDICATED D ~ ~ ,,o~ INV. EL.=19.12 Wry ~ ~10" DENOTES PALM TREE -SIZE INDICATED - 0 0 0' ti ~ _ 8"CLAY p 16" o; ~ h ~ ~ 8 CLAY ~ ry~ Q 1 D" DENOTES A P I NE TREE -SIZE INDICATED ~ - 'A TREE LABELED "TWIN" IS 2 TRUNKS MEASURED OHW W 12" x.12" hp. hp g 0 OHW ry p, FIR Is 0• ~P ~ ° ~ ~ 1®WW OHW "'~'iz~~ - 4' ABOVE THE GROUND FROM 1 MAIN TRUNK, ry ~ ,o N89 29 42 W 300.00 tP) cur ©1s" cN0 iD) o• e ~ ' ~ N89° 2903°W 29 ~ ~ ti wIREs ©16,~ FCIR 5/g" "TRIPLE" IS 3 TRUNKS MEASURED 4` ABOVE THE ry ryo ry~ n y~,~ 9.95 tM) ry~ .y CURB o~ ~ 2 ry LB 6539 GROUND FROM 1 MAIN TRUNK INLET CURB rye' i e`~ INLET x a6 (1) STORY C.B.S. py ~ o ~g1 'h ~ o ~ (U STORY C.B.S. (1) STORY C.B,S. ryg ry~• ry LEGAL DESCRIPTION ~ h~ w ~9. ASPHALT ~ z (1) STORY C.B.S. PAVEMENT w C.B.S. A PARCEL OF LAND LYING IN SECTION 2, TOWNSHIP 29 SOUTH, RANGE 15 EAST, ( !OT 2 ,BLOCK B CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA. BEING FURTHER DESCRIBED ~ ZEPH R GARDENS r 0 o PLAT 80 K t4, PAGE 22 0 'AS FOLLOWS ~~`~6p 1~ O 9 ~9, A ~ rye. LOTS B AND C OF BRENTWOOD ESTATES, ACCORDING TO THE MAP OR PLAT 0 ~ ~ ~ ~ ~ ~ THEREOF, AS RECORDED IN PLAT BOOK 59, PAGE 28 OF THE PUBLIC RECORDS 0k 0 Of PINELLAS COUNTY, FLORIDA. ~ 96 ry I Z Z CONTAINING 0.895 ACRES MORE OR LESS. 00 O O LOT °D'~ ° ° BRENTWOOD ESTATES ~w P T _ _ L,A BOOK 59, PGAE 28 N J LOT 28, BLOCK B W - ZEPHYR GARDENS I ~ PlAT BOOK 14, PAGE 22 i NOTES: NN WW 30.0' 0 0 1i. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOTS B & C ACCORDING ~o NO TO THE MAP OF BRENTWOOD ESTATES, HAVING A BEARING OF SOUTH 89°29'42" EAST. 2''. ELEVATIONS SHOWN HEREON ARE BASED ON N. A. V, D. DATUM OF 1988. " 3. BENCHMARK -PINELLAS COUNTY BENCHMARK MAP No. 1279+ BRASS DISK IN CONCRETE POST, STAMPED HIGHLAND C. PINELLAS COUNTY ELEVATION = 23.865 (1929 DATUM), CABINS ELEVATION = 22.83 (1988 DATUM). 4'. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 5'. ALL PROPERTY CORNERS ARE SET CAPPED (5/8") IRON ROD, LB 6928 UNLESS OTHERWISE NOTED. 6. FLOOD ZONE INFORMATION: COMMUNITY PANEL No.: 125096 0009 D FLOOD ZONE: ZONE X REVISED MAP DATE: AUGUST 19, 1991 SOUTHWEST j CORNER OF LOT 23 Q FCM 4"x4" (NO ID) ~ N I 0 i PRIN S G LANE CERTIFIED TO~ o 0 N 60' RIGHT-OF-WAY HAROLD BARIAN GOLD BANK N PINELLAS PARK TITLE COMPANY OLD REPUBLIC NATIONAL ;TITLE INSURANCE COMPANY _ SCAIE: F]ELD 800K: ~ ~-q' o li®~~ ~.~e1Lr~~ ~ ~~~~q ~~~o ~.J .~..~1 ~ A+ 1"=20' 99150 ~i~,~~r~T`~~~Q~~ + S~'1~.~~i~ PROFESSIONAL SURVEYORS AND MAPPERS LAST ~F ' 6L'D~ RIC:'. F~gt:~IARY 11, 2004 DRAWN BY: PAGES: i MAPPERS ~w - ~ ~ . r~ 8016 OLD C©UNTY ROAD No. 54 54 .11 ~~~~~,~~C~"~~~ ~ BAK 17-21 FOR~GULFBLUE DEVEL4PMENT,INC. NEW PORT RICHEY. FLORIDA 34653 r ' ~ ; ~ ;r' 02/10/05 CHECKED BY: o 34653 .r..~~ nrl~Tnf~- ~n~ ntiw nw ww AAA wyw . ~ BRUCE A. ~KLEIN,. PSM M 2~. ° •'1 XXX m Ob/Ob/o9 1 UPDATE SURVEY ADDED CERTIFICATIONS 6AK 1 /5tS SUMMLKUALE DRIVE Ur r L LrG: r c r a z"-o Alu I- AR : r L r --0a44- FLO EGI k& SYI VEY DATE: No: CLEARWATER FLORIDA 33761 REVISIONS @Y, L B LB 6928 ~V NOT VALID rt N~1r T G siaNarURF, ANT DR GINAL RAISED SEAL JOB No.: 040030.2 SHEET No. OF A FI,CNI D, 1 E DVM,%f Yb5 AND,".MAPPER OF ' 1 -- 22 v --- -- - GL.G E 9 _ j.... ..... I_ ? j =T 2 CAR !:;i , 1'I 6x Zo ° mass -------- - - -- I SF. FI12 X13 SF . . 2. 18•?? ??n=1?o" 2v>? i?Px?L R t d- sF. r7aTA? ?G ISZ -7 5F IGNAL h f.' 0 G DEPARTMENT A CLEARWATER i 0 i ORIGINAL Rttv??i: VE 71 1 D 7 1 PLANNING DEPARTMENT CYNOFCLEARWATER lk e d RECEIVED MAD ORIGINAL ? DEPARTMENT IL 11 77 n