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FLS2007-11051FLS2007 -11051 205 S BELCHER RD PHOENIX PROPERTIES PLANNER OF RECORD: - WW ATLAS ## 281A ZONING: C LAND USE: CG RECEIVED: 11/05/2007 INCOMPLETE: 1-1- J-7 J v 7 COMPLETE: z 7 T�(I q-) 0 MAPS: -- PHOTOS: - STAFF REPORT: - DRC: cvs: — CLWCoverSheet ww/j Lottii -60oi 41rs /v� i °�"carwater 0 Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets ❑ SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 ❑ SUBMIT APPLICATION FEE $ CASE #: RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 04/24/2007) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: Frances Freyer MAILING ADDRESS: 1675 Eagle Trace Blvd., Palm Harbor, FL 34685 PHONE NUMBER: 727 - 798 -6750 FAX NUMBER: - -- CELL NUMBER: 727 - 798 -6750 EMAIL: - -- PROPERTYOWNER(S): Phoenix Properties, Inc. - John M. Willis, Owner List ALL owners on the deed AGENTNAME: Northside Engineering Services, Inc. MAILING ADDRESS: P O Box 4948, Clearwater, FL 33758 -4948 PHONE NUMBER: 727 - 443 -2869 FAX NUMBER: 727- 446 -8036 CELL NUMBER: 727 - 235 -8474 EMAIL: doreen @northsideengineering.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: The Building Blocks Day Care Ctr. PROJECT VALUATION: $ 8,000.00 STREET ADDRESS 205 S. Belcher Road, Clearwater, FL PARCELNUMBER(S): 18- 29 -16- 00000 - 230 -0500 PARCEL SIZE (acres): .955 acres PARCEL SIZE (square feet): 41, 616.20 sf LEGAL DESCRIPTION: N. 154.1 ft of S 1149.1 ft. of W 1/4 of SW 1/4 of NW 1/4 less Rd RW PROPOSED USE(S): Site improvements - landscaping, parking and on -site retention Retail sales and services (daycare) DESCRIPTION OF REQUEST: See attached "Exhibit A" Specifically identify the request (include number of units or square footage of non - residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) _ _ C: \Documents and Settings\ derek .ferguson \Desktop\planningforms 0707 \Flexible Standard Development (FLS) 04- 24- 67_WAiV ;j4 e; RAPP E Page I of 7 r f! �.t!I0-CLF,) 0"-r1Fl? DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) ❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. ❑ 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. See attached "Exhibit A" 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. See attached "Exhibit A" 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. See attached "Exhibit A" 4. The proposed development is designed to minimize traffic congestion. See attached "Exhibit A" 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See attached "Exhibit A" 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. See attached "Exhibit A" OR141M ESE `0 F E3 14 2000 CADocuments and Settings\derek.ferguson \Desktop\planningforms 0707\Flexible Standard Development (FLS) Oq -Ra -OT JWC— ` EMNIT ENT Page 2 of 7 CITY OF CLEA & ER. WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) 13 Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) — Explain how each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) Lz A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ❑ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ❑ At a minimum, the STORMWATER PLAN shall include the following; ❑ Existing topography extending 50 feet beyond all property lines; ❑ Proposed grading including finished floor elevations of all structures; ❑ All adjacent streets and municipal storm systems; ❑ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; ❑ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ❑ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; ❑ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ❑ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): DW Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) Ll SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; LY 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% TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; C LOCATION MAP OF THE PROPERTY; CN /A 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; LYL GRADING PLAN, as applicable; ❑1 /A PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat ilralha%AL ❑i /A COPY OF RECORDED PLAT, as applicable; REAED C:\Documents and Settings\ derek .ferguson \Desktop\planningfonns 0707\Flexible Standard Development (FLS) Page 3 of 7 bN ' G r TAPT zT CiTY OF C6AL°;!MAI`ER G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) ❑ SITE PLAN with the following information (not to exceed 24" x 36 "): X Index sheet referencing individual sheets included in package; X North arrow; X Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; X All dimensions; X Footprint and size of all EXISTING buildings and structures; X Footprint and size of all PROPOSED buildings and structures; ID • All required setbacks; • All existing and proposed points of access; X All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including X description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; X Location of all street rights -of -way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas X and water lines; X All parking spaces, driveways, loading areas and vehicular use areas; X Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening X {per Section 3- 201(D)(i) and Index #7011; X Location of all landscape material; X Location of all onsite and offsite storm -water management facilities; X Location of all outdoor lighting fixtures; and X Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces & driveways, _ expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8 '/2 X 11); EXISTING REQUIRED PROPOSED See Sheet C1.1 Site Date Table ❑N /AFOR 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); ORIVN& Building and structural setbacks (dimensioned); RECOADi _ Structural overhangs; I - -- . _ CADocuments and Settings \derek.ferguson \Desktop \planningforms 0707 \Flexible Standard Development (FLS) 04 -2 7V Page 4 of 7 C 6 �°� [ L' '�' I :egad! 1 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) F-K LANDSCAPE PLAN with the following information (not to exceed 24" x 36 "): X All existing and proposed structures; X Names of abutting streets; X Drainage and retention areas including swales, side slopes and bottom elevations; X Delineation and dimensions of all required perimeter landscape buffers; X Sight visibility triangles; X Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required X tree survey); X Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all X existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and X protective measures; X Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; X Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); X Irrigation notes. IN REDUCED COLOR LANDSCAPE PLAN to scale (8 Y2 X 11); ❑ n /aCOMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) L3 BUILDING ELEVATION DRAWINGS —with the following information: See attached Photo Elevation Sheet All sides of all buildings; Dimensions; Colors (provide one full sized set of colored elevations); and Materials. ❑ REDUCED BUILDING ELEVATIONS — same as above to scale on 8 % X 11 J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) No signage or under separate permit ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ Reduced signage proposal (8 %X 11) (color), if submitting Comprehensive Sign Program application. 0 R I V INA RE OD '�,,��� ��FE @@ yy3�� 14 2008 CADocuments and Settings \derek.ferguson \Desktop \planningfonns 0707\Flexible Standard Development (FLS) 04- 24- 07.dbc"nlG��m'.; D WRIMAp47 Page 5 of 7 C)TY OF CLE®N`AA rER K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) Not applicable ❑ Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: ■ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. ■ Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. ■ Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a " Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727 - 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. ❑ Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post - development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. DW Traffic Impact Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and /or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. ❑ Acknowledgement of fire flow calculations /water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. DW Fire Flow Calculations/Water Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: I, /he/ers igned, acknowl edge that all representations made ipIication re true and accurate to the best of my kne and authorize City repreentatives to visit and ph ph the property described in this application. of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Swo W ands bscribed before me this �% day of A.D. 20 % to me and /or by �Mq L PJ who is personally known has produced identification. ^ Not public, My commission expires: iv �L) �,.oreta� ?E C: \Documents and Settings\ derek .ferguson \Desktop\planningfonns 0707\Flexible Standard Development (FLS) 04- 24- 07.doc P -f..f7 D 4 2000 CiTY F CLEA-,�,,t,,A fEp NOV 01,2007 09:57A 7277851631 page 2 PR" N. AFFIDAVIT TO AUTHORIZE AGENT: 1 Prnvidp names of oll Properly owners on dead -PRINT full names: CM,'OF --`LEARWATEP ... ........ . ....... ..... .. .. . . ...... . ..... .. 2, That (I am/we are) the owner(s) and record title holdeir(s) 0(the following described property (address or general location), ClIL&C a=-� W1. A . ...... 3. That this properly constitutes the property for which a request for a: (describe request) .... ........ ... . ............ .. . .... ...... 4. That the undersigned (has /have) appointed and (does/do) appoint: ... . ............ . ....... ... . ... . ..... 3S (hIS111116) agent(s) to execute any pefltion$ orothar documents necessary to afraef such petition: 5. Thai this affidavit has been executed to induce the City of Clearwater. Florida to consider and act on the above described property: 6. That site visits to the properly are necessary by City representatives in order to process this application and the Owner aulhorIZCS City representatives to visit and photograph the propierty, described in this applicallon: 7. Tha (I we), the undersigned authority, hereby certify that I eV oing is true and c t- Properly Owner Properly Owner Properly Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me it* undersigned, an officer duly commissioned by the laws of the Stale of Florida, on this day of VA--L_(e'LN8r6onaIIy appeared \ I � who having been first duly sworn Deposes and says that he /she (Lilly understands the contents of the affidavit that he/she slgnod. — — — — — — — — — — — �u- . .... .... BRITTANY L. PUDLEINER Notary Public - State of Florida -1my Commission Expires Apr 27, 2009 --- - °- ----- - -- 9.4 Commission # DD 423495 ry Public Signature Bonded By National Notary Assn. Notary ScaUS My Commission Expires: . . ..... ORIGINAL RECMW Paee. 7 or I 'G DF I WENT CUTY OF CLEA!!,M,AfER FEB 12,2008 05:15P Feb 12 2UUU 2:50PM 7277851631 page 3 RRIPINRL PROPERTY MUMT (. :)567 -6404 P.2 PLIUEN" P OPERME8 INTERNATIONAL, INC. 2001 9TH Avenue, Ste. # 106 Vero Beach, FL 32960 (772) $67 -6399 (772) $67-6404 - Fax February 12, 2008 To Whom It May Concern: My name is John Mathew Willis, l am owner of phoenix Properties Intemationai, a Nevada based company. My company is authorized to do business In the State of Florida. As owner, I am authorized to sign and make all necessary declslons for the business/ If you reed additional information regarding my business, please contact me. rely . Matt Willis President j i JMW /dv l�E�rr� FEL3 14 2000 FEB 12,2006 03t33P 772 567 6404 CiTy � I A�., `.` t�` page 2 FLEXIBLE S TANDARD DEVELOPMENT APPLICATION Applicant: Frances Freyer Owner: John M. Willis Agent: Northside Engineering Services, Inc. Address: 205 S. Belcher Road, Clearwater, Florida FLS2007 -11051 DESCRIPTION OF REQUEST: Reduction to the side (south) setback froml0' to 4.6' (to existing building), 5' (to existing and proposed pavement), reduction to the rear (east) setback from 20' to 12' (to proposed pavement), reduction to parking from 31 spaces to 29 spaces. WRITTEN SUBMITTAL REQUIREMENTS: 1. The development will enhance the Belcher corridor. Removal of excessive asphalt, concrete, evasive trees and a non - conforming sign. The site will be enhanced with ease of movement of vehicular space, back -out spaces from the front of the building will be eliminated and one ingress /egress will be used for site instead of two and enhanced landscaping will be added. 2. The east side of Belcher consists mainly of retail spaces, three automobile garages, drug store and discount bakery. The sites are mainly asphalt/concrete with limited landscaping. The beautification of this site will enhance the surrounding area and increase values. 3. The proposed development will not affect any health or safety or persons residing or working in the neighborhood. This daycare center has provided all the safety measures for children. A fence is being installed (is installed, will be relocated) around an outside play area in the rear of the building. Not parking will be permitted in front of the building. This will create pedestrian safety. All traffic markings and signage will be installed and a reduction from two ingress /egresses down to one. 4. Traffic congestion will be reduced by using one ingress /egress. Being a daycare center, the vehicular traffic will be minimized to early morning prior to parents needing to be at work and after working hours. 5. The proposed development as far as usage (retail sales), is consistent with the community character. The property is zoned commercial, and this is an allowable use. 6. No adverse impacts will be placed on adjacent properties. The hours of operation for this facility will be from 6:00 a.m. through 6:30 p.m, consistent with other retail services on this block. All sight visibility triangles are being met and there will be no olfactory impacts. OMPENAL REGENED FE3 14 2008 CITY OF CCEhfb #,AjFk FLEXIBLE S TANDARD DEVELOPMENT APPLICATION Applicant: Frances Freyer Owner: John M. Willis Agent: Northside Engineering Services, Inc. Address: 205 S. Belcher Road, Clearwater, Florida FLS2007 -11051 FLEXIBILE CRITERIA: 1. The parcel proposed for development has an existing lot size of 41,616.20 square feet and is not in common ownership with any contiguous property since May 1, 1998. 2. Height a. The existing building which is to remain is a flat - roofed building with a small pitch 3/4 of the way from front to back. The height is only 15'; below what code allows. b. The code states the height of retail sales and services buildings in the commercial district is 25 -50. The existing building height is 15' and is consistent with adjacent buildings. 3. Side and Rear Setback: a. The parking and drive aisles have been designed to meet the emergency access for drive aisles of 20'. b. The reduction to the side and rear setback has allowed for better vehicular movement on site and allows for adequate parking. Code flexibility calls for 4 -5 spaces per thousand. Based on 4 spaces / 1000 s.f., we are over by 9 spaces, but based on 5 spaces per 1000 s.f., we are shy 2 spaces. c. Landscaping will not be reduced. We will be providing 12' of landscaping in the rear and 5' on both sides. We have also removed concrete in the front to do some enhanced landscaping which is above code requirement. 4. Being that the proposed development will be used as a daycare center, the reduction in parking is reasonable. The center will have a staff of 5 caregivers. Parents will only be parking for a short period of time to drop off and pick up their children. The existing garage structure consists of 843 square feet and should be considered an accessory use. The garage is used for storage and will hold up to two cars. This accessory use will not cause and additional trip generations as it will be used for storage or parking. With the removal of the 843 s.f. from the parking calculation, the required parking will amount to 27 spaces. We currently show 29 spaces on site. ORlCNNAL RECHAD C3 14 2000 0TYOF'e LEA- ,s�a4d ,4e(Fk, e .. Cle rwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled and folded into sets CASE NUMBER: RECEIVED BY (Staff Initials): DATE RECEIVED: * NOTE: A TOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED IN CONJUNCTION WITH A COMPLETE LEVEL ONE OR LEVEL TWO APPLICATION. COMPREHENSIVE LANDSCAPE PROGRAM (Revised 04/24/2007) PLEASE TYPE OR PRINT— APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: Frances Freyer 1675 Eagle Trace Blvd., Palm Harbor, FL 34685 727 - 7986750 FAX NUMBER: 727 - 798 -6750 EMAIL: Phoenix Properties, Inc. - John Willis, Owner Northside Engineering Services, Inc. P O Box 4948, Clearwater, FL 33758 -4948 727 - 443 -2869 FAX NUMBER: 727-446 -8036 727 - 235 -8474 EMAIL: doreen @northsideengineering.com REQUEST: Reduction to the interior landscape islands from 8' to 7' 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. N/A 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. See attached Exhibit 'A' • MAR � "- MOE C:IDocuments and Settingslderek. fergusonV) esktoplp lanningfortns_07071Comprehensive Landscape PQj;91n�t -r43Fj -C'rATER Page 1 of 2 I 2. COMMUNITY CHARACTER: The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. See attached Exhibit 'A' 3. PROPERTY VALUES: The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. See attached Exhibit 'A' 4. 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. N/A THE LANDSCAPING REQUIREMENTS OF ARTICLE 3, DIVISION 12 MAY BE WAIVED OR MODIFIED AS A PART OF A LEVEL ONE OR LEVEL TWO APPLICATION, AS THE CASE MAY BE, IF THE APPLICATION FOR DEVELOPMENT APPROVAL INCLUDES A COMPREHENSIVE LANDSCAPE PROGRAM, WHICH SATISFIES THE ABOVE CRITERIA. THE USE OF LANDSCAPE PLANS, SECTIONS / ELEVATIONS, RENDERINGS AND PERSPECTIVES MAY BE NECESSARY TO SUPPLEMENT THE INFORMATION PROVIDED ON THIS WORKSHEET. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge pnd authorize City representatives to visit and photographihe property described in this application. property owner or representative STATE OF FLORIDA, COUNTY OF PIN Sworn to and4subscribed before me this// i day of % A.D. 20 � to me and /or by .�, who is personally known has roduce as identification. i N ary public, My commission expires: �g1IVj DOFiEEN A. WILLIAMS MY COMMISSION # DD 578718 �orF� °e EXPIRES: October 14, 2010 1- 800.3- NOTARY FL Notary DIscount Assoc. Co. AG C:IDocuments and Settingslderek. fergusonlDesktoplp/anningforrns 07071Comprehensive Landscape ProgFa' nf 0d`14 07.doc Page 2 of 2 I EXHIBIT `A' COMPREHENSIVE LANDSCAPE PROGRAM Frances Freyer Building Block Day Care 205 S. Belcher Road REQUEST: Reduction to the interior parking lot landscape islands from 8' to 7;. 1. ARCHITECTURAL THEME a. N/A b. The parcel will be getting a much welcomed face lift in regards to landscape treatment. All sides of the property will be landscaped with trees, shrubs and ground cover where there currently is none. Much of the landscaping will be in tiers. With the removal of pavement along the right -of -way, the tiers of landscaping will be above the minimum standards. 2. COMMUNITY CHARACTER The proposed landscaping plan will enhance the community character of the City of Clearwater dramatically. Currently, there is no landscaping on the proposed site. The entire front entrance is concrete. All surround trees on the north, south and east sides of the property are on adjacent property lines. With the removal of approximately 4,900 square feet of pavement and replacing with tiered landscaping of shrubs, ground cover, trees and shrubs are a huge improvement. 3. PROPERTY VALUE The property is surrounded by commercial uses which have little to no landscaping. With over 200 shrubs and approximately 20 trees, this lush greenery which was originally pavement will be an added increase to the value of not only the existing property, but also the surround area. 4. SPECIAL AREA OR SCENIC CORRIDOR PLAN: The City has not adopted any scenic corridor plans at this time. C Vt « i_ . B ' d r dE .e e Diligence, eporu R, -Zonina, Land Use, Annexation ei "hiit{' 6'crl id.e4' ' 'w or OR14INK! lltf " Man4,lerric RECEWEC Udlirly Design ins x 2 .j 7'M0 Construction Administration PLANNING ��e? NT STORMWATER REPORT FOR: BUILDING. BLOCKS DAYCARE PROJECT Ram A. Goel, Ph.D., P.E. #47431 March. 2008 Project No. 0803 DRAINAGE NARRATIVE The proposed construction activities consist of the following: • Removal of 13,380 S.F. of open impervious vehicular use, and sidewalk area. • Construction of 14,832 S.F. of open impervious vehicular use, and sidewalk area. • Construction of a stormwater pond to provide attenuation for the additional impervious area and water quality treatment for a volume equal to 1 /z" of runoff over the entire site. • Treatment of stormwater will be achieved through an effluent underdrain system. The overflow will be piped to an existing stormwater system on Belcher Road. • The more stringent of SWFWMD's 25yr / 24hr post- development flow not exceeding the 25yr / 24hr pre - development flow vs. Clearwater's weighted coefficient of runoff of stormwater detention was used to determine the storage volume requirement. It was found that the City of Clearwater's stormwater requirement (2,700 cf) was more strict than SWFWMD's requirement and therefore was used in the design of the pond. • The Drainage Calculations have been prepared in accordance with the City of Clearwater Drainage Manual. • The project is located in an. open basin. Construction of this project will not increase the existing peak discharge rate or volume. • No wetlands are located in or adjacent to the project area. No wetland impacts will result from construction of this project. PROJECT NAME: PROJECT NO.: EXISTING CONDITIONS TOTAL DRAINAGE AREA IMP. AREA= POND AREA= PERV.AREA= CN CALCULATIONS 41,616 SF = 13,380 SF = 0 S =' 28,236 SF = 0.96 ACRES 0.31 ACRES 0.00 ACRES 0.65 ACRES TOTAL DRAINAGE AREA= 41,616 SF IMP. AREA= 13,380 SF OF IMP. AREA @ CN = POND AREA= 0 SF OF POND AREA @ CN = PERV.AREA= 28,236 SF OF PERV. AREA @ CN = (LAWN IN FAIR CONDITION, HYDROLOGIC GROUP D) CN = 88.50 C CALCULATIONS TOTAL DRAINAGE AREA= 41,616 SF IMP. AREA= 13,380 SF OF IMP. AREA @ C = POND AREA= 0 SF OF POND AREA @ C = PERV.AREA= 28,236 SF OF PERV. AREA @ C = C = 0.29 T.O.C. = 60 MINUTES PROPOSED CONDITIONS TOTAL DRAINAGE AREA= 41,616 SF = 0.96 ACRES IMP. AREA= 14,832 SF = 0.34 ACRES POND AREA= 21.,037 SF = 0.05 ACRES PERV.AREA= 24,747 SF = 0.57 ACRES CN CALCULATIONS TOTAL DRAINAGE AREA= 41,616 SF IMP. AREA= 14,832 SF OF IMP. AREA @ CN = POND AREA= 2,037 SF OF POND AREA @ CN = PERV.AREA= 24,747 SF OF PERV. AREA @ CN = (LAWN IN FAIR CONDITION, HYDROLOGIC GROUP D) CN = 89.77 C CALCULATIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= 41,616 SF 14,832 SF OF IMP. AREA @ C = 2,037 SF OF POND AREA @ C = 24,747 SF OF PERV. AREA @ C = C = 0.51 T.O.C. = 60 MINUTES 98 100 84 0.475 1 0.2 98 100 84 0.95 1 0.2 PROJECT NAME PROJECT NO.: BUILDING BLOCKS DAYCARE m POND #1 STAGE STORAGE DATA: T.O.B. EL.= D.H.W. 25 EL.= W.Q. EL.= BOTTOM EL.= STAGE ft -NGVD AREA SF AREA AC STORAGE CF 74.00 2,410 0.055 3,840 73.75 2,224 0.051 3,261 73.50. 2,037 0.047 2,728 73.00 1,665 0.038 1,803 72.00 919 0.021 511 71.50 511 0.012 154 71.00 103 0.002 0 TOTAL WATER QUALITY CALCULATIONS: DRAINAGE AREA = REQUIRED WATER QUALITY DEPTH = REQUIRED WATER QUALITY VOLUME _ PROPOSED OUTFALL ELEVATION = AVAILABLE WATER QUAL11 -Y = 41,616 SF 0.50 IN 1,734 CF .73.00 FT 1,803 CF NORTHSIDE ENGINEERING SERVICES 25 YEAR STORM EVENT PROJECT: BUILDING BLOCKS DAYCARE PROJECT NO. 803 RUN -OFF COEFFICIENTS PRE- CONSTRUCTION TOTAL DRAINAGE AREA= IMP. AREA= POND AREA PERV.AREA= C= 0.29 POST- CONSTRUCTION TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C= 0.51 STORAGE CALCULATION PRE - CONSTRUCTION DRAINAGE AREA = , TIME OF CONC. Tc = I @ Tc =60 (25 YEAR EVENT)= Q(out)= CXIXA= POST - CONSTRUCTION 41,616 SF 0.96 AC 13,380 SF OF IMP. AREA @ C = 0 SF OF POND AREA @ C = 28,236 SF OF PERV. AREA @ C = 41,616 SF 0.96 AC 14,832 SF OF IMP. AREA @ C = 2,037 SF OF POND AREA @ C = 24,747 SF OF PERV. AREA @ C = 0.96 AC 60 MIN 3.60 IN /HR 0.99 CFS TIME (MIN.) I (IN /HR) Q(in) (CFS) INFLOW (CF) OUTFLOW (CF) STORAGE (CF) 60.00 3.60 1.74 6,271 3,571 2,700 MAX. STORAGE = 2,700 CF WEIR DESIGN TOP. OF WEIR ELEV.= 73.50 FT BOT. OF WEIR ELEV.= 73.00 FT H = 0.50 FT or 6" Q = 0.99 CFS L= Q/3.1"H ^1.5 = 0.92 FT or 11" TOTAL VOLUME REQUIRED = MAX. STORAGE REQUIRED = 2,700 CF TOTAL VOLUME PROVIDED = MAX. STORAGE PROVIDED = 2,728 CF J N 0.475 1 0.2 0.95 1 0.2 NORTHSIDE ENGINEERING SERVICES POND DRAWDOWN ANALYSIS PROJECT: BUILDING BLOCKS DAYCARE PROJECT NO.: 803 VOLUME PROVIDED = BOTTOM OF SLOT ELEV. _ BOTTOM OF POND ELEV. _ UNDERDRAIN INVERT ELEV. _ COEFFICIENT OF PERMEABILITY (K) _ LENGTH OF UNDERDRAIN = SIZE OF UNDERDRAIN = 1,803 C.F. 73.00 POND AREA (SF) = 71.00 POND AREA (SF) = 70.00 0.09 FT /MIN 14 FT 6 INCH 1,665 S.F. 103 S.F. ELEV. AVG. HEAD INCR, HEAD L (A.VG) HYD. GRAD. FILTER AREA FLOW POND AREA INCR VOL. INCR TIME FT FT FT FT FT /FT S.F. CFM S.F. C.F. MIN. 73.00 1,665 2.50 0.50 235 0.91 21 1.72 732 426 72.50 1,274 2.00 0.50 2.75 0.73 21 1.37 537 390 884 1.50 0.50 2.75 0.55 21 1.03 340 329 EE 493 1.00 0.50. 2.75 0.36 21 0.69 137 199 1 1 103 TOTAL DRAWDOWN VOLUME = 1,746 C.F. TOTAL DRAWDOWN TIME = 22.4 HOURS GULF COAST rrESTING LABORATuRY, INC. 5745 PARK BOULEVARD PINELLAS PARK, FL 33781 CONSTRUCTION, MATERIALS ENGINEERING COUNCIL CERTIFIED CERT/FACTE Of A UTHORIZA770N # 00002370 PHONE: (727) .544 -4080 FAX.-. (727) 544 -7532 CLIENT: Northside Engineering Services, Inc. LAB NO: 14447 PROJECT: 205 S Belcher Road, Clearwater, Florida DATE REPORTED: 2/7/08 DA. "1'E '1-13STED: 2/6/08 LOCATION OF TEST: Proposed N Retention Pond Area, 19'N x 24' W of NE Corner of East Bldg. #205, see attached site plan DER11 -1 TO EXISTING WATER TABLE: 3' 6" Below the Existing Ground Surface ESTIMA"I'ED SEASONAL HIGH WATER LEVEL: 3' 0" Below the Existing Ground Surface REMARKS: WATER `E'MP.: 76 deg. F WATER pl -I: 8.11 GROUND TEMP: 72 deg.-.F A= INNER RING READINGS SOIL PRnFTT.r. 9.0 8.5 80 7.5 7.0 6.5 6.0 5.5 5.0 11.5 `i:_ 0- INC11 5 6 PER Elapsed Time (Hours) 110 IR INFILTRATION RATE = 7.3 INCHES/1-111. I C-1) (fully SLlbmitted, Ground level t v t a( rx~r is .�01 1. g i ur.x TEST Depth � below Exlstm fade Ramanuja C. Kannan l5ar N , sp F Pla. License No. 38688 -------------- -- ., _ Test Elevation cc: Nord"ISide Engineering 2' File 1 Depth CLASSIFICATION In feet. (EXISTING SURFACE APPROX. ELEV.) Dark Brown SAND w/ _..... i ................ .... I.................... L................... .....................;...................!........_......... ;...................: j............ .........j....................1 N ; Trace of Roots i I 1 I i t Trace of Roots i ................... ;. I................ ......... ..........,............... I ........... ; r 4' 7" ! .. ................!...... I— i ....... I...... .............. !.. ................. ......... i .............. .................. i...... i Trace Silts 7' 0" Very Dark Brown Slightly Silty SAND w/ Organic Stain 1 R A ................... j..... I ........................... (.......,. i : i T ................._! ... .............. i. ................... I j................ O i .................. i ......... ............................... i ..............� N . ........ ......... :...... ...... ........ .......... I R .................. i I :..... ... .... ........ .. I 1 : ! I E 5 6 PER Elapsed Time (Hours) 110 IR INFILTRATION RATE = 7.3 INCHES/1-111. I C-1) (fully SLlbmitted, Ground level t v t a( rx~r is .�01 1. g i ur.x TEST Depth � below Exlstm fade Ramanuja C. Kannan l5ar N , sp F Pla. License No. 38688 -------------- -- ., _ Test Elevation cc: Nord"ISide Engineering 2' File 1 Depth CLASSIFICATION In feet. (EXISTING SURFACE APPROX. ELEV.) Dark Brown SAND w/ 0' 10" Trace of Rock, Roots 24" Outer ring Med. Grayish Brown 'SAND w/ 1'4" Trace of Roots Grayish Brown SAND w/ 2' 7" Trace of Roots Light Brown SAND w/ Trace of 4' 2" Roots w /Trace Silts 4' 7" Brown SAND w/ Slight Trace Silts Dark Brown SAND w/ 5' 0" Trace Silts 7' 0" Very Dark Brown Slightly Silty SAND w/ Organic Stain +vw , cu„u,arcu at iS4• 12" Inner 1/8.. J1 /4 .'�..... `�'' ; 'nom 'ng sec 2 -4" ring ..... 24" Outer ring I:. This report is (:he property of the Client listed and cannot be Copied or reproduced without written permission of the Client or GCTL. 2 7" 5"'0' Wk AW ftm�� At D DR e RI Test nul 4— TWI Location 0 0 14 Location "ILA k 41 I Cana mw \Z '-Z X"JI f S Ut W.......... st, # rA Gulf Coast Testing Laboratory, Inc. ........ ..... Lab #14447 205 S Belcher Road Clearwater, Florida DRi Test Location SQL" 11/26/2007 Receipt #: 1200700000000010443 11:42:18AM p ="= Date: 11/26/2007 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLS2007 -11051 03 Flex Std - Commercial 010- 341262 475.00 FLS2007 -11051 Fire - Prelim Site Plan 010- 342501 200.00 Payments: Method Payer Initials Check No Confirm No Line Item Total: How Received CreditCard ELIZABETH MCDUFFY jaw 40286 In Person Payment Total: 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 l of 1 i $675.00 Amount P 675.00 $675.00 cReceipt.rpt Q FLS2007 -11051 205 S BELCHER RD B1ITILDING BLOCKS DAY CARE CTR, PLANNER OF RECORD: WW ATLAS # 290A ZONING: C LAND USE: CG RECEIVED: 11/05/2007 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: CDB: CLWCoverSheet HE I ORPY C `l LAW OFFICES C RICHARD E. TORPY, ESQ. ATTORNEY AT LAW I 100 South Harbor City Boulevard • Melbourne, FL 32901 321 - 727 -8353 PH • 321 - 727 -8653 FAX rick @thetorpylawoffices.com • www.thetorpylawoffices.com L Wells, Wayne From: Wells, Wayne Sent: Wednesday, July 30, 2008 2:09 PM To: 'cathie @thetorpylawoffices.com' Cc: Bates, Dan; Delk, Michael; Clayton, Gina Subject: 205 South Belcher Rd - FLS2007 -11051 Cathie - A child care (day care center) is included in the definition of "retail sales and services" in our Code. The last use at this location was wholesale sales and left in 2002. There have been no Business Tax Receipts (occupational licenses) issued for the subject property since 2002, except temporary licenses for less than 30 days for firework sales under tents. The' desire to establish a day care center at this property constituted a change of use, requiring compliance with Code requirements. Section 3- 1401.B.2 (Parking Section) states "Parking lots serving a new use. Any parking area which is to serve a new use of land, shall satisfy the standards in this Division and the landscaping standards in Article 3, Division 12." Section 3- 1202.A.2 (Landscape Section) states "New uses. Any landscaped area serving a new use or a change of use shall satisfy the standards of this division." Section 6 -104.A (Nonconforming Sign Section) states "In the event a building permit is required for the redevelopment of a principal use /structure, or a principal use /structure is vacant for a period of 180 days, signs on the parcel proposed for development shall be brought into compliance by obtaining a level one approval in accordance with the provisions of Article 4, Division 3." On April 15, 2008, the above referenced Flexible Standard Development (FLS) application was approved with five conditions to permit retail sales and services (day care center) at the above address based on the plans and application material submitted. Wayne - - -- -Original Message---- - From: Bates, Dan Sent: Thursday, July 24, 2008 4:00 PM To: Wells, Wayne; Warner, John Cc: 'cathie @thetorpylawofrices.com' Subject: Public Information Request Re: 205 South Belcher - I BELIEVE is related to Case FLS 2007 - 11051 Hi Wayne - Cathie from the Torpy. Law. Offices. located on FL. East. Coast. (321- 727 -8353) commenced a Public Information Request. with John Warner. on Tuesday, July 22, 2008 re: the above cited property. John was uncertain as to the sum & substance of the request. (there are cases in TIDEMARK going back to. 1989) so I called Cathie to sharpen the focus of her. request and after speaking with her this. afternoon -I believe she interested in your case FL52007 - 11051. I know the case issue is "abandoned use and beyond. that -. everything gets convoluted to. me.. The purpose of this. e-mail. is to. open a line of communication between Cathie and yourself and. I appreciate your time -. Thank you, db Dan Bates Manager: Development Services CITY OF CLEARWATER Office Telephone: (727) 562 -4723 b l Wells, Wayne From:. Wells, Wayne Sent:. Wednesday, June 25, 2008.5:44. PM To: 'Opal' Cc:. Delk, Michael; Clayton, Gina; Dougall- Sides, Leslie Subject:. The Building Block Child Care, Inc., 205 S. Belcher. Rd. Mr. Torpy - Page 1 of 2 A Development Order for Case FLS2007- 11051. was issued April. 15, 2008, to establish. a new use (retail sales and services [daycare]). at this location. This approval includes the construction of certain site improvements, in accordance with Code requirements. I have discussed your request with my director, Michael. Delk, and we cannot accommodate,your request. Wayne - - - -- Original. Message ----- From:.Opal [mailto :opal @thetorpylawoffices.com] Sent:. Thursday, June 19, 2008 12:51 PM. To: Wells, Wayne Subject: FW: The Building Block Child Care,. Inc. From: Attorney Richard E. Torpy Re: The Building Block Child Care, Inc., 205 S. Belcher Road, Clearwater, FL Dear Mr. Wells, Sorry it took me some time to get you this email as requested. As I discussed with you last week, I am requesting the City of Clearwater to issue a temporary certificate of occupancy to the above - referenced business. Obviously, due to the extraordinary expense of remodeling this building, my client cannot afford to do the required improvements to the site prior to opening up the business and getting some cash flow. Due to.the fact that I am aware that the City of Clearwater has allowed other individuals to open their businesses and operate prior to finishing required improvements, I am requesting the same treatment for my client. Specifically, I am requesting a conditional certificate of occupancy be issued to my client. The conditions being that all landscape and sign improvement requirements will be completed within 90 days of the issuance of a certificate of occupancy, and all remaining required improvements will be completed within 18 months of the date of the certificate of occupancy. Under the circumstances of this case, specifically the issue regarding the question over whether or not this property was in fact "abandoned" as your code provides, I believe this is a fair and equitable solution to the problems facing both the City of Clearwater and my client. I appreciate your cooperation in this matter. 6/25/2008 Sincerely, Richard E. Torpy 6/25/2008 Page 2 of 2 Wells, Wayne From: Wells,. Wayne Sent: Tuesday, April 15, 2008 10:05 AM To: Doreen. Williams (E -mail) Subject: FLS2007- 11051, 205 S. Belcher Rd. Doreen - A Development Order has. been issued for this application and is being mailed to you (see attached). Thanks. Wayne M. Wells, A/CP Planner III City of Clearwater 100. South Myrtle Avenue. Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727- 562 -4865 Belcher S Development PLANNING DEPARTMENT C ITY OE C LEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 April 15, 2008 Doreen Williams Northside Engineering Services, Inc. PO Box 4948 Clearwater, FL 33758 -4948 RE: Development Order - Case FLS2007 -11051 205 S. Belcher Road — Building Block Daycare Dear Ms. Williams: This letter constitutes a Development Order pursuant to Section 4 -202.E of the Community Development Code. On January 3, 2008 and March 6, 2008, the Development Review Committee (DRC) reviewed your request for Flexible Standard Development approval to permit retail sales and services (daycare) in the Commercial (C) District with reductions to the side (south) setback from 10 feet to 4.6 feet (to existing building) and to five feet (to existing and proposed pavement), a reduction to the rear (east) setback from 20 feet to 12 feet (to proposed pavement) and a reduction to the required parking from 31 to 29 spaces, under the provisions of Section 2- 703.R. The DRC recommended approval of the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. The 0.95 acre is located on the east side of South Belcher Road, approximately 300 feet north of Rainbow Drive, and is zoned Commercial (C) District; 2. There has not been a valid business tax receipt (occupational license) at this location since 2001; 3. It is the applicant's proposal to operate a daycare center at this location, which is defined as retail sales and services; 4. Code provisions require parking, landscaping and signage be brought into compliance with Code requirements; 5. The property has been developed with two buildings of a total of 6,275 square feet, with the rear building with four garage doors for parking and storage; 6. The property will be redeveloped with 29 parking spaces to the rear of the main building to be used for the daycare, with a playground area between the parking area and the main building; 7. A total of 31 parking spaces are required based on Code requirements and a reduction to 29 spaces has been justified by a Parking Demand Study, where the rear building will be used for storage only; 8. The existing pavement in front of the main building and the northern driveway will be removed between the public sidewalk within the S. Belcher Road right -of -way and the building and these areas will be landscaped; 9. The existing freestanding sign on the northwest corner of the property will be removed with this proposal; 10. A retention pond will be installed along the north property line with this proposal; "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" April 15, 2008 Williams — Page 2 11. The property will be landscaped in accordance with Code provisions; . 12. There are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Flexibility criteria as per Section 2 -703.R of the Community Development Code; 2. That the development proposal is consistent with the General Applicability criteria as per Section 3- 913 of the Community Development Code; and 3. That the proposed development is compatible with the surrounding area. Conditions of Approval: 1. That the rear building be used for interior parking and storage only; 2. That the existing overhead utilities for both buildings be undergrounded with appropriate permits; 3. That an after - the -fact building permit be obtained for the fencing around the playground; 47 That the landscape plan be amended prior to the issuance of the site development building permit to indicate the Palmetto Palms as a minimum 10 -foot clear truck and the bottlebrush trees a minimum of 2" caliper; and 5. That the requirements of the Fire, General Engineering, Stormwater Engineering and Traffic Engineering Departments be complied with prior to the issuance of any building permits. I concur with the findings of the Development Review Committee and, through this letter, APPROVE your application for Flexible Standard Development with the above conditions. The approval is based . on, and must adhere to, the site plan received April 10, 2008. Pursuant to Section 4 -303, an application for a building permit shall be made within one year of Flexible Standard Development approval (April 15, 2009). All required certificates of occupancy shall be obtained within two years of the date of issuance of the initial building permit. The building permit must be obtained within six months of the initial permit application. This timeframe to obtain the initial building permit may be extended for an additional six months for cause by the Community Development Coordinator. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for the Flexible Standard Development approval for a period not to exceed one year and only within the original period of validity. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727 -562 -4504. You can access zoning information for parcels within the City through our website: w ,x- v.myclearwater.com/ og v /dots /planning. Sincerely, Mich el , AICP Planning Director S: IPlanning DepartmentlC D BIFlex Standard (FLS)IInactive or Finished CaseslBelcher S 0205 Building Block Daycare (C) -Approved WWIBelcher S 0205 Development Order 4.15.08.doe morths'ide April 9, 2008 Wayne Wells City of Clearwater Municipal Services Building, 2nd Floor 100 S. Myrtle Ave. Clearwater, FL 33756 RE: 205 S. Belcher Rd FLS2007 -11051 Dear Mr. Wells: Below are responses to comments made April 4`h 2008: LANDSCAPING 1. Sheet L1.1 — Revise for the following: Civil Land Planning Due Diligence Reports Re- Zoning. Land Use, Annexation Stormwater Management Utility Design Traffic Construction Administration ORIGINAL R CEit'E1,L) APR 10 2000 PLANNING DEPARTMENT CRY of cLEARwATER a. Proposed trees are shown to be planted under the canopy of existing abutting trees. They will not grow in such circumstance. Relocate to be planted outside of the canopy. This includes the 1 QV and 2 LT trees in the southeast corner, 1 LT on the east property line and 2 SP west of garage building; Trees have been removed from under canopies b. Relocate the 2 SP from the interior landscape triangle that includes 1 QV adjacent to the southeast corner of the playground to be in the interior landscape area on the south side of the playground and add at least 1 SP so that 3 SP are clumped together in this area (suggest 6 SP along this strip south of the playground); See revised sheet LLI c. In the interior landscape islands on either end of the center parking rows, since the interior dimensional width is only seven feet, shade trees cannot be planted in these terminal islands. Must plant four accent trees per island (two accent trees = one shade tree) or six palm trees per island (three palms = one shade tree). Recommend accent trees (pick another accent tree other than crape myrtle, such as yaupon holly, Chickasaw plum or bottlebrush, as you need at least four species of trees on this site). Accent trees have been added to interior islands P.O. Box 4948 Clearwater, FL 33758 -4948 tech @northsideengineering.com 727 443 2869 Fax 727 446 8036 d. Recommend planting another QV near the east side of the playground to provide shade for the children; One QV has been added e. Where palms are proposed, there must be three clumped together (three palms = one shade tree) Palms have been clumped in groups of three f. Where accent trees (such as crape myrtle) are proposed, there must be two accent trees planted relatively close to each other (two accent trees = one shade tree) See revised U.I g. Recommend two shade trees be planted closer to the west side of the building with at least two pairs of accent trees closer to the front property line. See revised LI.-1 h. Tree (shade) can be planted along the north property line between the canopies of the existing adjacent trees. See revised Ll.I i. No more than 25% of the required trees may be palms, no more than 25% of the required trees may be accent trees and the balance must be shade trees. Must have at least 10 percent of the trees that are flowering. See revised LI.1 2/19/08 — WM Sheet L 1.1 — Trees must be planted in the front perimeter buffer, south side perimeter buffer, interior landscape islands and foundation planting area to meet Code requirements. Do not plant trees under the canopy of existing abutting trees. Do plant trees between these existing abutting trees to meet Code requirements. See revised LL I 2. 4/2/08 — WW Based on the number of trees indicated in the Landscape Material table on Sheet L1.1, there are only the equivalent of 12 shade trees proposed. Need to provide the required amount (see below). 2/19/08 — WW Sheet L1.1 — Based on Code provisions, there are 92.5 tree inches (based on 37 shade trees x 2.5" per shade tree) required for this site and only 20.5 tree inches proposed, based on the following requirements: Acknowledged A. Perimeter zoning — One tree per 35 linear feet: 1. Front (154 Linear feet) — 4 trees; 2. Side (north — 270 Linear feet) — 8 trees; 3. Side (south — 270 linear feet) — 8 trees; 4. Rear (153 linear feet) —4 trees; Acknowledged B. Foundation planting area (95 linear feet & 1 tree /40 feet) — 2 trees; Acknowledged C. Interior Landscaping (1648 square feet & 1 tree /150 sf) —11 trees. Acknowledged Need to provide additional trees on -site to meet Code requirements and/or payment in lieu at the rate of $48 /inch. There are various areas on -site where trees must be or can be planted to increase the number of trees on -site. In -lieu payment would be only in the event trees cannot be otherwise planted on -site. Required amount of trees have been provided 3. 4.2.08 — WW Sheet L1.1— For interior landscape areas provided, recheck and revise areas to provide 50% shrubs and, in lieu of turf, groundcover for the balance. See revised L1.I 2/19/08 — WW Sheet L1.1— Interior landscape islands in the parking lot must be planted with shrubs and groundcovers, not sod. See revised L11 4. Sheet C3.1 — Interior landscape area shading is not shown on all areas being counted toward interior landscape area, as indicated on the last submission. Add shading back in on this sheet. Shading shown on C3.1 Additionally, it seems odd that the provided interior landscape area equals the required interior landscape area. Recheck provided calculations. 5. Sheet L1.1— Revise Landscape Material table: a. I count 8 SP, not 12 SP; b. I count 168 JM, not 165 JM; c. 1 count 120 YH, not 55 YH d. I count 12 LT, not 13 LT; e. I count 87 TF, not 67 TF f. Need to identify palm size is 10' CT (clear trunk); and g. Provide a spacing for CB, IN, YH and DB. Tree table has been revised TRAFFIC ENGINEERING 1. Provide traffic control signage such as: Stop sign, do not enter signs and oneway signs per current Manual on Uniform Traffic Control Devices (MUTCD). All signs have been located and verified with Himanshu on 4.7.08 2. Prior to doing work along Belcher Road obtain Pinellas County permit for driveway access or other work within Pinellas County Road right -of -way. Acknowledged D ZONING 1. 4/1/08 — WW Response says there is a note on Sheet C3.1, but none can be found. Add as a condition of approval in Development Order. Note must have fallen off. Its backl 2/19/08 & 12/7/07 — WW Need to address disposal of solid waste. If a dumpster is needed, show location of dumpster and its enclosure, meeting City specifications (must meet required setbacks). If black barrel (s), need to show the location they will be stored (and any screening necessary). Black Barrel locations are noted on CM 2. 4/1/08 — WW Sheet C2.1— In the right -of -way, the pavement being removed should be shown to be a #1, not a #2, as it is asphalt and base that needs to be removed and be sodded. See revised C2.1 2/19/08 & 12/7/07 — WW Must indicate existing pavement and base within Belcher Road right -of -way, from the front property line to the public sidewalk between the driveways to be removed and to be sodded. See revised C2.1 Please submit three copies (one original and two copies) of the revised plans for review based on the above changes as soon as possible. We will try to have a reduced turnaround time frame for review so that, hopefully, a Development Order can be issued. Any questions, feel free to email or call me. Thanks. Three sets of plans addressing comments are' attached herewith. Sincerely, Ya / R f , reen�k Williams 1 LETTER OF TRANSMITTAL Date: April 8, 2008 To: City of Clearwater - Planning 100 S. Myrtle Ave Clearwater, FL 36756 Attn: Sherry Watkins / Wayne Wells Reference: Building Block Day Care NES #: 803 We Transmit: () Enclosed () UPS Overnight O Mail O Courier () Pick -up (X) Hand Delivered () Per Your Request () For Your Review & Comment () For Your Use () For Your Approval () For Your Files () For Your Information Civil Land Planning Due Diligence Reports Re- Zoning, Land Use, Annexation Stormwater Management Utility Design Traffic Construction Administration ORIGINAL RECEIVED APR 10 2000 PLANNING DEPARTMENT CITVOF CLEARWATER () Originals (X) Prints . O Addendum () Shop Drawings () Specifications () Applications () Floppy Disk Comments: Please do not hesitate to contact this office should you have any further questions or comments regarding this proiect. Enclosures Copies To: File r Doreen A. Williams, Project Director P.O. Box 4948 Clearwater, FL 33758 -4948 tech @northsideengineering.coni 727 443 2869 Fax 727 446 8036 Copies Date Description . 3 Complete set 1 s &s 10 sheets 1 Response Letter Comments: Please do not hesitate to contact this office should you have any further questions or comments regarding this proiect. Enclosures Copies To: File r Doreen A. Williams, Project Director P.O. Box 4948 Clearwater, FL 33758 -4948 tech @northsideengineering.coni 727 443 2869 Fax 727 446 8036 From: Wells, Wayne Sent: Friday, April 04, 2008 10:58 AM To: Doreen Williams (E -mail) Subject: FLS2007 -11051 - 205 S. Belcher Rd' Doreen - Following are the comments still needing to be addressed in order to obtain a Development Order: LANDSCAPING 1. Sheet L1.1 - Revise for the following: a. Proposed trees are shown to be planted under the canopy of existing abutting trees. They will not grow in such circumstance. Relocate to be planted outside of the canopy. This includes the 1 QV and 2 L:;f trees in the southeast corner, 1 LT on the east property line and 2 SP west of garage b. Relocate the 2 SP from the interior landscape triangle that includes 1 QV, adjacent to the southeast corner of the playground to be in the interior landscape area on the south side of the playground and add at least 1 SP so that 3 SP are clumped together in this area (suggest 6 SP along this strip south of the playground); c. In the interior landscape islands on either end of the center parking rows, since the interior dimensional width is only seven feet, shade trees cannot be planted in these terminal islands. Must plant four accent trees per island (two accent trees = one shade tree) or six palm trees per island (three palms = one shade tree). Recommend accent trees (pick another accent tree other than crape myrtle, such as yaupon holly, chickasaw plum or bottlebrush, as you need at least four species of trees on this site). d. Recommend planting another QV near the east side of the playground to provide shade for the children; e. Where palms are proposed, there must be three clumped together (three palms = one shade tree); f. Where accent trees (such as crape myrtle) are proposed, there must be two accent trees planted relatively close to each other (two accent trees = one shade tree); g. Recommend two shade trees be planted closer to the west side of the building with at least two pairs of accent trees closer to the front property line; h. Trees (shade) can be planted along the north property line between the canopies of the existing adjacent trees; and i. No more than 25% of the required trees may be palms, no more than 25% of the required trees may be accent trees and the balance must be shade trees. Must have at least 10 percent of the trees that are flowering. 2/19/08 - WW Sheet L1.1 - Trees must be planted in the front perimeter buffer, south side perimeter buffer, interior landscape islands and foundation planting area to meet Code requirements. Do not plant trees under the canopy of existing abutting trees. Do plant trees between these existing abutting trees to meet Code requirements. 2. 4/2/08 - WW Based the number of trees indicated in the Landscape Material table on Sheet L1.1, there are only the equivalent of 12 shade trees proposed. Need to provide the required amount (see below). 2/19/08 - WW Sheet L1.1 - Based on Code provisions, there are 92.5 tree inches (based on 37 shade trees x 2.5" per shade tree) required for this site and only 20.5 tree inches proposed, based on the following requirements: A. Perimeter zoning - One tree per 35 linear feet: 1. Front (154 linear feet) - 4 trees; 2. Side (north - 270 linear feet) - 8 trees; 3. Side (south - 270 linear feet) - 8 trees; 4. Rear (153 linear feet) - 4 trees; B. Foundation planting area (95 linear feet & 1 tree /40 feet) - 2 trees; C. Interior Landscaping (1648 square feet & 1 tree /150 sf) - 11 trees. Need to provide additional trees on -site to meet Code requirements and /or payment in lieu at the rate of $48 /inch. There are various areas on -site where trees must be or can be planted to increase the number of trees on -site. In -lieu payment would be only in the event trees cannot be otherwise planted on -site. 3. 4/2/08 - WW Sheet 1-1.1 - For interior landscape areas provided, recheck and revise areas to provide 50% shrubs and, in lieu of turf, groundcover for the balance. 2/19/08 - WW Sheet 1-1.1 - Interior landscape islands in the parking lot must be planted with shrubs and groundcovers, not sod. 4. Sheet C3.1 - Interior landscape area shading is not shown on all areas being counted toward interior landscape area, as indicated on the last submission. Add shading back in on this sheet. Additionally, it seems odd that the provided interior landscape area equals the required interior landscape area. Recheck provided calculations. 5. Sheet 1-1.1 - Revise Landscape Materials table: a. I count 8 SP, not 12 SP; b. I count 168 JM, not 165 JM; c. I count 120 YH, not 55 YH; d. I count 12 LT, not 13 LT; e. I count 87 TF, not 67 TF; f. Need to identify palm size is 10' CT (clear trunk); and g. Provide a spacing for CB, IN, YH and DB. TRAFFIC ENGINEERING 1. Provide traffic control signage such as : Stop sign, do not enter signs and oneway signs per current Manual on Uniform Traffic Control Devices (MUTCD). 2. Prior to doing work along Belcher Road obtain Pinellas County permit for driveway access or other work within Pinellas County Road right -of -way. `ke]`Nt 0 1. 4/1/08 - WW Response says there_ is a note on Sheet C3.1, but none can be found. Add as a condition of approval in Development Order. 2/19/08 & 12/7/07 - WW Need to address disposal of solid waste. If a dumpster is needed; show location of dumpster and its enclosure, meeting City specifications (must meet required setbacks). If black barrel(s), need to show the location they will be stored (and arty screening necessary). 2. 4/1/08 - WW Sheet C2.1 - In the right -of -way, the pavement being removed should be shown to be a #1, not a #2, as it is asphalt and base that needs to be removed and be sodded. 2/19/08 & 12/7/07 - WW Must indicate existing pavement and base within the Belcher Road right -of -way from the front property line to the public sidewalk between the driveways to be removed and to be sodded. Please submit three copies (one original and two copies) of the revised plans for review based on the above changes as soon as possible. We will try to have a reduced turnaround time frame for review so that, hopefully, a Development Order can be issued. Any questions, feel free to email or call me. Thanks. Wayne M. Wells, A/CP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727- 562 -4504 Fax: 727- 562 -4865 -- _ Page 1, of 1 Wells, Wayne From: Wells, Wayne Sent: Wednesday, April 02, 2008 2:00 PM To: 'Doreen Williams' Subject: Building Block Day Care I am still trying to finish my reviews. Everyone should be finished by tomorrow. Will be getting back to you hopefully late tomorrow or first thing Thursday. - - - -- Original Message---- - From: Doreen Williams [mailto:doreen @northsideengineering.com] Sent: Wednesday, April 02, 2008 1:50 PM To: Wells, Wayne Subject: Building Block Day Care HELLO!!!!! How are the reviews coming? Do I need to contact anyone? Sincerely, Doreen A. Williams Project Director NORTHSIDE ENGINEERING SERVICES, INC. 300 S. Belcher Road Clearwater, FL 33765 Phone: 727 - 443 -2869 x104 Fax: 727 - 446 -8036 Cell: 727 - 235 -8474 4/2/2008 I � ORMNAL REC& 4. E wd". �d111) .l PL4N t16NG "�N OF CL IZN/ r k LETTER OF TRANSMITTAL Date: March 26, 2008 To: City of Clearwater - Planning O Pick -up (X) Hand Delivered 100 S. Myrtle Ave Clearwater, FL 36756 Attn: Sherry Watkins / Wayne Wells Reference: Building Block Day Care NES #: 803 Civil Land Planning Due Diligence Reports Re- Zoning, Land Use, Annexation Stormwater- Management Utility Design Traffic Construction Administration We Transmit: () Enclosed () UPS Overnight () Originals () Mail () Courier (X) Prints O Pick -up (X) Hand Delivered O Addendum O Shop Drawings O Per Your Request O For Your Review & Comment O Specifications () For Your Use (J or Your Approval () Applications O For Your Files O For Your Information O Floppy Disk Comments: Please do not hesitate to contact this office should you have any further questions or comments regarding this project. Enclosures Copies To: File Doreen A. Williams, Project Director P.O. Box 4948 Clearwater, FL 33758 -4948 tech @northsideengineering.com 727 443 2869 Fax 727 446 8036 Copies Date Description 4 Sheet C4.1 3 Stormwater Narrative Comments: Please do not hesitate to contact this office should you have any further questions or comments regarding this project. Enclosures Copies To: File Doreen A. Williams, Project Director P.O. Box 4948 Clearwater, FL 33758 -4948 tech @northsideengineering.com 727 443 2869 Fax 727 446 8036 March 25, 2008 Wayne Wells, Planner III City of Clearwater Planning Department P.O. Box 4748 Clearwater, FL 33758 -4748 RE: 205 S. Belcher Rd FLS2007 -11051 NES # 803 Dear Mr. Wells: Civil Land Planning Due Diligence Reports Re- Zoning, land Use, Annexation Stormwater Management Utility Design Traffic Construction Administration Below are responses to comments made by DRC staff, dated Thursday, March 6, 2008: GENERAL ENGINEERING: 1. Prior to issuance of a building permit: 1. Turning radii at all driveways shall be .a minimum of 30 feet per City of Clearwater Contract Specifications and Standards index # 108. NOT MET See revised sheet C3.1 2. Driveway apron shall not extend beyond extended side property line(s) per City of Clearwater Contract Specifications and Standards Index #103, page 2/2 See revised sheet C3.1 3. Provide a utility plan showing potable water, sanitary sewer connections. Note: Reclaimed water is not presently available to this property. See utility lines although existing building and no interior work 4. Provide an approved copy of an approved Pinellas County right -of -way Permit for construction proposed to take place in Belcher Road right -of- way (CR 501). R.O. W permit pending. Acknowledged RECD LIAR 2 U 2000 PLANN34G DEM"IT tiIEN1 P.O. Box 4948 CITY OF Ct! ` A i ll Clearwater, FL 33758 -4948 tech @northsideengineeri ng.coni 727 443 2869 Fax 727 446 8036 Prior to the issuance of a Certificate of Occupancy: 1. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a professional registered In the State of Florida. The Construction Services Inspector will field inspect as -built drawings for accuracy. Acknowledged General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. ENVIRONMENTAL: 1. No Issues. FIRE: 1. * *NOTE ** ITEMS TO BE ADDRESSED FOR BUILDING PERMIT: Fire Alarm, Fire Sprinkler, Rescue Windows, Corridor Separation, Cooking Equipment Protection, Hazardous Area Protection, Egress Requirements. Acknowledged HARBOR MASTER: 1. No Issues. LEGAL: 1. No Issues. LAND RESOURCES: 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 trees to be preserved and how you propose to address these impacts i.e.; crown elevating, 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 to tree preservation. Provide prior to building permit. ORO1„ Tree Preservation Plan attached RECEM mR 2 6 2000 PLANNING DEPARTMENT CITY 0E C1.E MATER LANDSCAPING: 1. Sheets C3.1, C4.1 and L1.1 — Provide vertical, concrete curbing on -site along the north and south edges of the entry two -way drive aisle. Vertical curbing has been shown 2. Sheet L1.1 — For tree requirements in planting areas, Code requirement are for shade trees (2.5 tree inch per tree). Two accent trees = one shade tree. Three palms = one shade tree. Maximum of 25 percent of trees may be palms. Must have at least 10 percent of the trees that are flowering. Need to have at least four species of trees. Acknowledged —See revised LI.I 3. Sheet L1.1 — DE has been specified on the plan, however, information regarding this plant indicates parts of this plant are poisonous if ingested (you never know what kids will put in there mouth) and has spine or sharp edges. This doesn't appear to be a good plant for the site of a daycare. Revise for a better suited plant. Plant has been removed from plans 4. Sheet L1.1 —Plant symbols used on the plan are not consistent in their size. An example is DE — some symbols are smaller than others shown in the landscape islands in the parking lot. Make consistent these symbols on the plan. Acknowledged 5. Sheet L 1.1 —interior landscape islands in the parking lot must be planted with shrubs and groundcovers, not sod. See revised U.I 6. Sheet LLI —Revise Landscape Materials table: a. Note: DE is a shrub, not a tree; b. I count 3 LI, not 1 LI; c. I count 15 DE, not 16 d. Need to identify the quantity of Dwarf Jasmine proposed and the spacing for such; e. Provide a spacing for VS, DE, RA and JP; f. Provide a container size, caliper and size (height) of QV; See revised LI.1 7. Sheet L L I —South of the building, one DE is shown within the paved drive aisle. Relocate to a landscape area. See revised LI.1 8. Sheet L1.1 — Trees must be planted in the front perimeter buffer, south side perimeter buffer, interior landscape islands and foundation planting area to meet Code requirements. Do not plant trees under the canopy of existing abutting trees. Do plant trees between these existing abutting trees to meet Code requirements. See revised LI.1 OR* RECffVW MAR 2 6 2000 PMOG DWARTMENT 9. Sheet L1.1 —Based on code provisions, there are 92.5 tree inches (based on 37 shade trees x 2.5" per shade tree) required for this site and only 20.5 tree inches proposed, based on the following requirements: A. Perimeter zoning — One tree per 35 linear feet: 1. Front (154 linear feet) — 4 trees 2. Side (north — 270 linear feet) — 8 trees; 3. Side (south — 270 linear feet) — 8 trees; 4. Rear (153 linear feet) — 4 trees; B. Foundation planting area (95 linear feet & 1 tree /40 feet) — 2 trees; C. Interior Landscaping (1648 square feet & 1 tree/ 150 sf) — 11 trees. See revised L1.I Need to provide additional trees on -site to meet code requirements and /or payment in lieu at the rate of $48 /inch. There are various areas on -site where trees must be or can be planted to increase the number of trees on -site. In lieu payment would be only in the event trees cannot be otherwise planted on -site. See revised Ll.I 10. Sheet L1.1 — Within the 15 -foot front landscape buffer, code requires this buffer to be 100% shrubs and ground cover. Previously recommended, based on the removal of all pavements in front of the building, to create a tiering of shrubs and groundcover in front of the building, with sod in a patterned design. Proposed plan should be reworked to have this tiering occur with the higher shrubs toward the building with the lower shrubs and groundcovers in front of these taller shrubs, in patterned design, with trees worked in to provide a pleasant frontal appearance and where trees would not shield any freestanding sign (should provide a location for such so that landscaping can be planted appropriately) and any attached signage. Sod could then extend from the right -of -way (where sod is required to be planted to replace the pavement removed) within this patterned design to provide ease of lawn maintenance. See revised L1.I 11. Sheet C3.1 — for purpose of clarification, is the eight -foot dimension for the interior landscape islands to the inside of the curbs or to the outside of the curbs? Code requires the eight -foot dimension for inside the curbs. Interior 12. Suggest planting palms or other trees adjacent to and /or within the playground area to provide shade for children. One area would be on the south side between the drive aisle and the southernmost portion of the playground. See revised L1.I PARKS & RECREATION: 1. No issues — landscaping and parking lot. HAR 2 6 2000 PLAN I G EXPARA. TENT CnY OFF CLEAT° A ER STORMWATER: The following to be addressed prior to building permit: 1. Provide specification for the underdrain system to support the K valve used in the drawdown analysis, 0.09 feet/min. Please see sheet -C1.2 for filter medium specifications 2. Provide 50' adjacent topography along the finished floor elevations of structures within the 50' perimeter. 50' topo shown on plans 3. Provide a Pinellas County permit to tie into their drainage system. R.O. W permit pending 4. Provide an approved SWFWMD permit. SWFWMD permit pending 5. Show drainage arrows on Grading Plan See revised C4.1 6. Show swales along the eastern and northern property lines with minimum slope of 0.5% and 0.5' deep to direct runoff to the pond. Include the swale's cross sections with existing and proposed elevations for review. Rick Albee feels swale at the north will destroy existing trees 7. Verify and show the size, type, and depth of pipe that the proposed outfall ties into. Include a detail for the proposed new junction manhole. See revised C4.1 8. Provide ponds cross sections at the two portions of the pond showing the existing and proposed elevations, underdrain system, all designed water levels, water table and seasonal water table levels. Please see cross- sections on sheet C4.1 of the attached construction plans 9. Callouts for details shall include a detail number. Detail numbers have been added to sheet C4.1 of the attached construction plans 10. Show finished floor elevations for the existing structures on -site. Finished floor elevations have been added to sheet C43 of the attached construction plan 11. Control structure detail shows underdrain ties into the pond on the wrong side. Please revise this accordingly. Please see revised control structure detail on sheet C4.1 of the attached construction plans ORW NX RECOM MAR 2 2000 P1UANNNG MPARMIE I CITY OF CLFAVA1ER 12. Erosion protection shall be provided at the concrete spillway. Concrete spillway detail was not provided as callout. A concrete spillway detail with splash pad has been added to sheet C4.1 of the attached construction plans 13. Provide a detail for the proposed inlet. Please include in the proposed inlet callout the index number, the type, detail number and the name of the agency that this detail belongs to. Show that the proposed inlet has the traffic bearing capacity. Please see grate inlet detail on sheet C4.1 of the attached construction plans 14. Please provide slope for the underdrain pipe. The underdrain pipe is always laid flat with no slope 15. Provide maintenance plan for the pond and underdrain system. Please see attached operation & maintenance instructions in the form of a letter which shall be sent to the operation & maintenance entity 16. The water quality volume of 1,803 cubic feet shall draindown within 24 hours not 1,746 cubic feet as current design. Please see attached revised drainage calculations using 1,803 cf. General Note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Acknowledged 2. At building permit application, applicant shall submit all information again for review. Acknowledged SOLID WASTE: Need to address solid waste. Any dumpster enclosure must meet Code requirements and City design specifications. Contact Tom Glenn (562 -4930, x7105) See note on C3.1 that 2 black barrels to be used TRAFFIC ENGINEERING: 1. Provide traffic control signage such as: Stop sign, do not enter signs and one -way signs per current Manual on Uniform Traffic Control Devices (MUTCD). See C3.1 2. Provide an accessible path from a building's accessible entrance to a public sidewalk along Belcher Road per Florida Accessibility Code for Building ! Construction Chapter 11, Section 11- 4.3.2.. REM.R v . See C3.1 "' MAR 2 6 2000 PLANN34G NPARTMENI 3. Prior to doing work along Belcher Road obtain Pinellas County permit for driveway access or other work within Pinellas County Road right -of -way. R. 0. W Permit pending The above to be addressed prior to a Development Order (D.O.). General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). Acknowledged 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Acknowledged PLANNING: 2/19/08 & 12/7/07 — WW Must indicate existing pavement and base within the Belcher Road right -of -way from the front property line to the public sidewalk between the driveways to be removed and to be sodded. See revised C2.1 2. 2/19/08 & 12/26/07 — WW Show or indicate on the site plan the location of outside mechanical equipment (A/C condensers) and all required screening. See sheet C3.1 3. Revise page 1 of the application for the following: Add "Proposed Use" — "Retail sales and services (daycare) ". Revised Pg I of application attached There are two existing driveways. Sheet C2.1 should be showing the demolition of the northern driveway and installing curbing consistent with existing curbing in the right -of -way. See revised C2.1 15. Sheet C3.1 —Show the type and height of any required fencing for the outdoor play area. See revised C3.1 PE `.:,+: MAR, 2 6 2000 V6• � � 6� 2/19/08 & 12/7/07 — WW Need to address disposal of solid waste. If a dumpster is needed, show location of dumpster and its enclosure, meeting City specifications (must meet required setbacks). If black barrel(s), need to show the location they will be stored (and any screening necessary). ' See note on C3.1- 2 black barrels to be used and approved by Tom Glenn Q 2/19/08 — WW Based on site inspection and building permit computer records available, fencing of the playground has already occurred, without the benefit of a building permit being issued first. The location of this fence conflicts with proposed parking lot improvements and will be required to be modified accordingly. Concrete areas within the fenced area are shown to be removed according to the submitted plans. Fencing will be moved according to plans If you have any questions, please contact the office on 727 443 -2869. Sincerely, reen A. Williams 'Project Director RMW FECt► MAR 2 2000 RAM N ING RXU ,,;., f. CRY OF Cs LETTER OF TRANSMITTAL Date: March 11, 2008 Civil Land Planning Due Diligence Reports Re- Zoning, Land Use, Annexation Stormwater° Management Utility Design Traffic Construction Administration To: City of Clearwater - Planning. 100 S. Myrtle Ave Clearwater, FL 36756 Attn: Sherry Watkins / Wayne Wells 1 � nM'AR 2!6 2008 PLANNING E)&pMT iN7 Reference: Building Block Day Care C�Ty OF CUAITNAIEP NES #: 803 We Transmit: () Enclosed () UPS Overnight O Mail O Courier O Pick -up (X) Hand Delivered () Per Your Request () For Your Review & Comment O For Your Use O For Your Approval O For Your Files O For Your Information O Originals (X) Prints O Addendum () Shop Drawings () Specifications () Applications O Floppy Disk Comments: Please do not hesitate to contact this office should you have any further questions or comments regarding this aroiect. Enclosures Copies To: File Y� Doreen illiams, Project Director P.O. Box 4948 Clearwater, FL 33758 -4948 tech@northsideengineei,ing.com 727 443 2869 Fax 727 446 8036 Copies Date Description 4 Civil & Landscape 8 sheets 4 Flex Standard Application — Page 1 revised 1 Response to comments III Comments: Please do not hesitate to contact this office should you have any further questions or comments regarding this aroiect. Enclosures Copies To: File Y� Doreen illiams, Project Director P.O. Box 4948 Clearwater, FL 33758 -4948 tech@northsideengineei,ing.com 727 443 2869 Fax 727 446 8036 rte, Wells, Wayne .From: Wells, Wayne Sent: Monday, March 24, 2008 5:54 PM To: 'Doreen Williams' Subject: Building Blocks Landscape Chart Doreen - Page 1 of 1 Sorry for the delay. I have reviewed the Landscape Materials chart and have the following comments: a. I wouldn't place QP (Queen Palm) in the native category, as this tree came from Brazil. b. QP (Queen Palm) must be 10 -foot tall clear trunk. c. Palms can only account for 25% of the required trees. Accent trees cannot account for more than 25% of the required trees. Need some shade trees. Live oak trees are encouraged. d. LT may be 2 -inch caliper. e. I would probably place DB and TF in a groundcover status. f. Change the "Tree Type" column to "Type ", since not all are trees indicated. g. For shrubs and groundcovers, there should be a spacing listed (x" O.C.). h. Refer to the table in Section 3- 1202.13.1 for information as to spacing and size of trees, shrubs and groundcovers. Wayne - - - -- Original Message---- - From: Doreen Williams [ mailto: doreen @northsideengineering.com] Sent: Thursday, March 13, 2008 9:11 AM To: Wells, Wayne Subject: FW: Building Blocks Landscape Chart Thanks for taking the time to look at this From: Nicole Allen Sent: Thursday, March 13, 2008 9:05 AM To: Doreen Williams Subject: Building Blocks Landscape Chart Doreen... Here is the Landscape Chart for Building Blocks. Nicole 3/24/2008 V 411) Landscape Materials Tree Type Quantity Code Name Symbol Scientific Name Common Nome Container Size Caliper Size Native Tree 12 SP Q Saba/ Palmetto Palmetto B &B Robust 10' ct. 4 OP Syagrus romonzoffionum Queen Po/m B &B 108 CB Concorpus erectus sericeus Silver Buttonwood J —Gal. 24 "oo Shrub 51 IN 0 liex Vomitorio "Nona" Dwarf Yaupon J —Go/. 12" 165 JM O Josminum Mu/tiflorum Downey Jasmine J —Gal 24" 0. C. 55 YH liex vomitorio Yaupon Holly J —Gal 12 " Flowering Tree 1 J LT Q Logerstroemio /ndico "Tuscarora" Tuscarora Crape Myrtle JO —Gal. 2.5" 8' -10' oa. 59 DB Dionello Tasmonico 'B/ushy" Vorigoted Flax Lily 1 —Go/ 14" Grass 225 TF Trachelospermum Asiaticum "Flowerwood Longleaf Asian Jasmine 1 —Gal. 24" 0. C. SOD Pospo/um nototum 'Argentine" Bahia Gross Sod Page 1 of 1 Wells, Wayne From: Wells, Wayne Sent: Tuesday, March 04, 2008 8:15 AM To: 'Doreen Williams' Subject: Building Block Day Care Doreen - Don't know if there are older plans that show such information. You should come in to the Building Department and ask to see the microfilm for that address. Hopefully you will find what you are looking for (at least for this address). Wayne - - - -- Original Message---- - From: Doreen Williams [mailto:doreen @northsideengineering.com] Sent: Monday, March 03, 2008 3:18 PM To: Wells, Wayne Subject: Building Block Day Care Wayne, I know you are not in, but I have a question. Do you have any plans on file (old plans) showing how the water & sewer is connected to this property? One of the comments is requiring me to show. Sincerely, Doreen A. Williams Project Director NORTHSIDE ENGINEERING SERVICES, INC. 300 S. Belcher Road Clearwater, FL 33765 Phone: 727 - 443 -2869 x104 Fax: 727 - 446 -8036 Cell: 727 - 235 -8474 3/4/2008 Wells, Wayne From: Wells, Wayne Sent: Sunday, March 02, 2008 7:08 PM To: Doreen Williams (E -mail) Subject: FLS2007 -11051 - 205 S. Belcher Rd Doreen - Attached are the draft DRC comments for the March 6, 2008, DRC meeting, to be held at 10:35 am in our offices. Should you have any questions, feel free to contact me. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone:" 727 - 562 -4504 Fax: 727 - 562 -4865 N, draft 3.6.08 c action agenda * It Wells, Wayne From: Wells, Wayne Sent: Wednesday, February 27, 2008 11:11 AM To: 'Doreen Williams' Cc: Thompson, Neil; Garriott, Kevin Subject: RE: Building Block Day Care - 205 S. Belcher Rd Page 1 of 2 Doreen - I have talked to Michael Delk. So long as the bathroom is disconnected to any approval of the use of the day care center, it is up to Kevin Garriott as to whether a permit would be issued. Any permit is still at her risk, should there be other issues with the FLS approval and any issuance would not imply that the FLS application must be approved for the day care center use. Wayne - - - -- Original Message---- - From: Doreen Williams [mailto:doreen @northsideengineering.com] Sent: Wednesday, February 20, 2008 11:23 AM To: Wells, Wayne Subject: RE: Building Block Day Care - 205 S. Belcher Rd Wayne, They thought they could atleast be doing something to the building since they have gone so long through the process of the site plan permit. They are trying to get a little ahead of schedule since they are so far behind. As everything, time is of the essence when trying to open a new business. Doreen From: Wayne. Wells @myC[earwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Wednesday, February 20, 2008 11:13 AM To: Doreen Williams Subject: Building Block Day Care - 205 S. Belcher Rd Doreen - I have spoken to Neil Thompson regarding your request. We are reluctant to approve of such issuance prior to any approvals of the use and the obtaining of any other building permits (site, fencing, electrical, etc.). We are in this position of the FLS approval requirement due to the prior issuance of individual building permits to construct incremental improvements at this location, which finally brought to light what was going on (to open a daycare). Once made aware, we have been in this FLS approval process. Could not a building permit for this improvement wait until the use is approved and other permits are applied for to construct all other improvements (or one permit for all building improvements and one permit for the site improvements, or just one permit to construct both the site and building improvements)? I am unclear why is this one improvement being singled out over all other improvements. Could you elaborate /explain the reasoning behind this request? Wayne - - - -- Original Message---- - From: Doreen Williams [mailto:doreen @northsideengineering.com] 2/28/2008 MLJ Sent: Tuesday, February 19, 2008 10:30 AM To: Wells, Wayne Subject: Building Block Day Care - 205 S. Belcher Wayne, Page 2 of 2 Can the owner pull a building permit to install a bathroom while we are going through site plan review? Sincerely, Doreen A. Williams Project Director NORTHSIDE ENGINEERING SERVICES, INC. 300 S. Belcher Road Clearwater, FL 33765 Phone: 727 - 443 -2869 x104 Fax: 727 - 446 -8036 Cell: 727 - 235 -8474 2/28/2008 Wells, Wayne From: Wells, Wayne Sent:. Thursday, February 21, 2008.9:06 AM To: 'Doreen. Williams' Cc: Thompson,. Neil; Delk, Michael Subject: Building Block Day Care.- 205 S.. Belcher Rd Page 1 of 2 Doreen - We are still reluctant to issue any additional. permits prior to issuance of the FLS Development Order.. Michael Delk is. out of town right now. When he returns (don't know when), I will. ask him your, question and. see what he says. Mr. Delk has been involved with prior discussions with Fran. Wayne - - - -- Original Message---- - From: Doreen Williams [mailto:doreen @northsideengineering.com] Sent: Wednesday, February 20, 2008 11:23 AM To: Wells, Wayne Subject: RE: Building Block Day Care - 205 S. Belcher Rd Wayne, They thought they could atleast be doing something. to the building since they have gone so. long through the process of the site plan permit. They are trying to get a little ahead of schedule since they are so far behind. As everything, time is of the essence when trying to open a new business. .Doreen From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Wednesday, February 20, 2008 11:13 AM To: Doreen Williams Subject: Building Block Day Care - 205 S. Belcher Rd Doreen - I have spoken to Neil Thompson regarding your request. We are reluctant to approve of such issuance prior to any approvals of the use and the obtaining of any other building permits (site, fencing,. electrical, etc.). We are in this position. of the. FLS. approval requirement due to the prior issuance of individual building permits to construct incremental improvements at this location, which finally brought to light what was going on (to open. a daycare). Once made aware, we have been in this FLS approval process. Could not a building permit for this improvement wait until the use is approved and other permits are applied for to construct all other improvements (or one permit for all building improvements and one permit for the site improvements, or just one permit to construct both the site and building improvements)? I. am unclear why is this one improvement being singled out over all other improvements. Could you elaborate /explain the reasoning behind this request ?. Wayne. - - - -- Original Message---- - From: Doreen Williams [mailto:doreen @northsideengineering.com] Sent: Tuesday, February 19, 2008 10:30 AM 5/16/2008 To: Wells, Wayne Subject: Building Block Day Care - 205 S. Belcher Wayne,. Page 2 of 2 Can the owner pull a building permit to install a bathroom while we are going through site plan. review ?. Sincerely, Doreen A. Williams. Project Director NORTHS.HA ENGINEERING SERVICES, INC.. 300 S. Belcher Road Clearwater, FL 33765 Phone: 727 - 443 -2869 x104 Fax: .. 727 - 446 -8036 Cell: 727- 235 -8474 5/16/2008 Wells; Wayne From: Wells, Wayne Sent: Thursday, February 21, 2008 10:50 AM To: Doreen Williams (E -mail) Cc: Vo, Phuong Subject: FLS2007 -11051 - 205 S. Belcher Rd Doreen - The above referenced project is being reviewed by the DRC members. Phuong Vo asked me if I had the drainage calculations for this project. I do not have them and they are not on the plans. Could you bring with you to our meeting today at 1:30 pm two signed and sealed copies of the drainage calculations (one for my file and one for Phuong)? Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727- 562 -4865 Page 1 of 1 Wells, Wayne From: Wells, Wayne Sent: Wednesday, February 20, 2008 11:13 AM To: 'Doreen Williams' Subject: Building Block Day Care - 205 S. Belcher Rd Doreen - I have spoken to Neil Thompson regarding your request. We are reluctant to approve of such issuance prior to any approvals of the use and the obtaining of any other building permits (site, fencing, electrical, etc.). We are in this position of the FLS approval requirement due to the prior issuance of individual building permits to construct incremental improvements at this location, which finally brought to light what was going on (to open a daycare). Once made aware, we have been in this FLS approval process. Could not a building permit for this improvement wait until the use is approved and other permits are applied for to construct all other improvements (or one permit for all building improvements and one permit for the site improvements, or just one permit to construct both the site and building improvements)? I am unclear why is this one improvement being singled out over all other improvements. Could you elaborate /explain the reasoning behind this request? Wayne - - - -- Original Message---- - From: Doreen Williams [ mailto: doreen @northsideengineering.com]. Sent: Tuesday, February 19, 2008 10:30 AM To: Wells, Wayne Subject: Building Block Day Care - 205 S. Belcher Wayne, Can the owner pull a building permit to install a bathroom while we are going through site plan review? Sincerely, Doreen A. Williams Project Director NORTHSIDE ENGINEERING SERVICES, INC. 300 S. Belcher Road Clearwater, FL 33765 Phone: 727 - 443 -2869 x104 Fax: 727 - 446 -8036 Cell: 727 - 235 -8474 2/20/2008 a I � February 13, 2008 Mr. Wayne Wells City of Clearwater Planning Department 100 South Myrtle Avenue, 2 °d Floor Clearwater, FL 33756 RE: The Building Block Day Care FLS2007 -11051 Dear Mr. Wells: Below are responses to comments made by DRC staff, dated 12.28.07: GENERAL ENGINEERING: No issues ENVIRONMENTAL: No Issues Civil Land Planning Due Diligence Reports Re- Zoning, Land Use, Annexation Stormwater Management Utility Design Traffic Construction Administration FIRE: 1. NOTE ITEMS TO BE ADDRESSED FOR BUILDING PERMIT: Fire Alarm, Fire Sprinkler, Rescue Windows, Corridor Separation, Cooking Equipment Protection, Hazardous Area Protection, Egress Requirements. Acknowledged 2. One way drive aisles required to be minimum 20' wide for emergency vehicle access. Provide PRIOR TO DO. See revised C3.1 showing 24' wide drive aisles HARBOR MASTER: No issues LEGAL: No issues Clearwater, FL 33758 -4948 tech@northsideengineei-ing.com 727 443 2869 Fax 727 446 8036 ORIGN . PE A FE3 14 2008 LAND RESOURCES: 1. Show the existing elevations on the drainage plan prior to D.O. Additional comments may be forthcoming once this data is received and reviewed. Elevations shown on C4.1 2. Provide a Tree Protection 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 trees to be preserved and how you propose to address these impacts i.e. crown elevating, 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 relating to the tree preservation. Provide prior to building permit. Preservation plan to be provided prior to building permit 3. Show to be removed all punk trees and Brazilian peppers trees prior t6-D.O. See demo sheet C2.1 4. A tree survey is required of all trees, with their canopies, on and within 25' of the property. Additional comments may be forthcoming once this data is received and reviewed. Tree survey on plans with canopy. Also see attached tree inventory plan prepared by Rick Albee LANDSCAPING: 1. Depict by shading or crosshatching all required parking lot interior landscaped areas (minimum of 10 percent of the vehicular use area). See sheet C3.1 2. Show on the landscape plan the plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names. See Sheet LI.1. 3. Provide typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures. See Sheet Ll.1. 4. Show on the landscape plan the location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule. See Sheet LI.1. 5. Provide irrigation notes. ORIGIN, See Sheet LI.1 EKED FE3 14 2008 PLANNING DAPARI v'W ail' 6. Sheets SP2 & S. - – All edged of pavement adjacent to la —scape area (including sod) must be curbed with vertical, concrete curbing (including the front of all parking spaces) and all parking spaces are required to have wheel stops. Revise. Curbing added to plans 7. Sheet SP2 – Since there are overhead utility lines along the front property line, no shade trees should be planted within 20 feet of these overhead lines. See Sheet LI.1. Sheet SP2 - Within the 15 -foot front landscape buffer, Code requires this buffer to be 100% shrubs and ground cover. Recommend, based on the removal of all pavement in front of the building, to create a tiering of shrubs and groundcover in front of the building, with sod in a patterned design. See Sheet LI.1. 9. Section 3 -1202 E.1 required a maximum of 10 parking spaces in a row before an interior landscape island is introduced, however, staff may permit up to a maximum of 15 spaces in a row if necessary. Need to comply with this provision, unless justification can be provided for more than 10 spaces in a row. After meeting with staff, agreed to allow more thanl0 spaces in a row (13) in order not to reduce parking. Currently 2 spaces shy. 10. There are existing trees along the property lines on the subject property or the adjacent properties. Show these adjacent tree locations with their canopies on the landscape plan. Adjust proposed tree locations so as to not plant proposed trees under the canopies of these existing adjacent trees. All adjacent trees with canopies are shown on plans. ORIGINAL REMAD PARK AND RECREATION: 2008 1. No issues – Landscaping and parking lot. PLANNN!G D-ERX,'--p,,pff CITY OF CLU ZjhMER STORMWATER: The following shall be addressed prior to Development Order: 1. The stormwater quality and attenuation were not addressed. This site is required to meet stormwater retrofit requirement including half credit for all existing impervious areas that are to be removed and replaced as new impervious area such as new parking lot or a building placed over an existing parking lot. The applicant shall have a professional engineer sign and seal the civil plans and the stormwater analysis addressing all of the items listed in section F. of the Flexible Standard Application. The stormwater analysis addressing shall include, but not be limited to the following information: Stormwater narrative, drainage calculations, soil analysis and double ring test at the proposed retention, seasonal high water table, 24 -hours pond recovery analysis based on the double ring test result. See attached storm water narrative and grading & drainage plan. 2. Provide 50' adjacent topography along with the finished floor elevations of structures within the 50' perimeter. Revised topo forthcoming. The following to be ads sed prior to building permit: 1. Provide a Pinellas County permit to tie into their drainage system. Pinellas County utilization permit pending 2. Provide an approved SWFWMD permit along with the approved drainage plan from this agency. SWFWMD Permit pending 3. Per City code, asphalt parking lots shall have a minimum slope of 0.5 %, please revise plan accordingly. See sheet C4.1 4. Show swales along the side property lines and cross sections with existing and proposed elevations. See sheet C4.1 General Note: 1. DRC review is a prerequisite for Building Permit Review: additional comments may be forthcoming upon submittal of a Building Permit Application. Acknowledged 2. At building permit application, applicant shall submit all information again for review. Acknowledged SOLID WASTE: 1. Need to address solid waste. Any dumpster enclosure must meet Code requirements and City design specifications. Contact Tom Glenn (562 -4930 x7105). Black cans will be used for solid waste 3. Provide traffic control signage such as: Stop sign, do not enter signs and one -way signs per current Manual on uniform Traffic Control Devices (MUTCD). See sheet C3.1 for traffic control signage 4. Paint directional arrow markings on the pavement for better internal vehicular circulation. See sheet C3.1 5. Provide an accessible path from a buildings accessible entrance to a public sidewalk along Belcher Road per Florida Accessibility Code for Building Construction Chapter 11, Section 11- 4.3.2. See sheet C3.1 TUMFFIC ENGINEERING: A Ninety (90) degree parking spaces numbered (20 -35) shall have a backout drive C, aisle at a minimum of 24' wide per Community Development Code, Section 3- d, !�! 1402A 00 N/A see revised C3.1 LU 0 ix r;-) �- 2. Provide a north arrow on the site plan. A. North arrow shown on plans 3. Provide traffic control signage such as: Stop sign, do not enter signs and one -way signs per current Manual on uniform Traffic Control Devices (MUTCD). See sheet C3.1 for traffic control signage 4. Paint directional arrow markings on the pavement for better internal vehicular circulation. See sheet C3.1 5. Provide an accessible path from a buildings accessible entrance to a public sidewalk along Belcher Road per Florida Accessibility Code for Building Construction Chapter 11, Section 11- 4.3.2. See sheet C3.1 6. Provide handicapped parking stall and sign "details" compliant with current City standards. See (Part C Section 100, Index No. 118 & 119) http: myclearwater.com /gov /depts /pwa/ engine /Production/stddet/index. asp See sheet C3.1 7. Show 20' x 20' sight visibility triangles at the driveway. There shall be no objects in the sight triangle over the City's acceptable vertical height criteria per City's Community Development Code, Section 3 -904. See sheet C3.1 & LI.1 8. Prior to doing work along Belcher Road obtain Pinellas County permit for driveway access or other work within Pinellas County Road right -of -way. Acknowledged The above to be addressed prior to a Development Order (D.O.). General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). Rate for Daycare is $5,033.00 per 1,000 sq.ft. given 6,500.16 sq.ft x $5,033.00/1000 - $32,715.30 credit: rate for general commercial is $3,396 per 1,000 sq.ft. therefore 6,500.16 sq.ft. x $3,396/1000 = $22,074.54 TOTAL owed $32,715.30 - $22,074.54 = $10,640.76 shall be paid to the City prior to a final certificate of occupancy. Acknowledged 2) DRC review is prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Acknowledged PLANNING: 1. Provide north arrow and engineering bar scale (minimum scale one inch equals 50 feet) on all sheets. p� North arrow & engineering bar scale shown on plan sheets LFJ LU f o ` ' . � �: Provide complete responses to the following flexibility criteria for "retail sales . Z Z' and services" — explain HOW in detail each criteria is achieved: ,� (5 U a. Lot size and width: The parcel proposed for development was an existing 0 � 1 0 lot of less than 10,000 square feet and was not in common ownership with 19 w U.- :0! Z �_ any contiguous property on May 1, 1998. Q b. Height: 1. The increased height results in an improved site plan, landscaping areas in excess of the minimum required or improved design and appearance; 2. The increased height will not reduce the vertical component of the view from any contiguous residential property. c. Side and rear setback: 1. The reduction in side and rear setback does not prevent access to the rear of any building by emergency vehicles; 2. The reduction in side and rear setbacks does not reduce the amount of landscaped area otherwise required. d. Off - street parking: The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise requires or that the use of significant portions of the building will be used for storage or other non - parking demand - generating purposes. See revised Flexible Criteria Narrative 3. Sheet SP2 — Provide the following site data on the plans: a. Land area in acres; b. Total paved area, including all paved parking spaces & driveways, expressed in square feet (vehicular use area [VUA]); c. Building and structure heights; and d. Interior landscape coverage, expressing in both square feet and as a percentage of the vehicular use area (minimum of 10% of VUA required). See revised site data table on C1.I 4. Show the required site triangles. Site triangles shown on C3.1 & Ll.1 5. Revise page 1 of the application for the following: a. Property owner — Phoenix Properties Inc, b. Add Parcel size (acres) — 0.95 acres c. Add Parcel size (square feet) — 41,544; and d. Add proposed use — Retail sales and services (daycare). Application has been revised Ce «� 6. Provide in Lieu of elevation drawings of all four sides of the buildings, R � photographs of both buildings (all four sides). {� Photo elevations attached 9X� 7. Show the location of all outdoor lighting fixtures (or provide notes) Ll- Z See Sheet C3.1. C� 8. Need to address disposal of solid waste. If dumpster is needed, show location of dumpster and its enclosure, meeting City specifications (must meet required setbacks). If black barrel(s), need to show the location they will be stored (and any screening necessary). Black barrels to be used for solid waste 9. Provide on the proposed site plan the dimensions for the following: a. width and angle of any angled parking spaces; b. landscape islands (minimum width inside curbing is eight feet); c. drive aisles; d. driveways; e. setbacks from the north and south property lines to the existing building on the south side and to the existing /proposed drive aisles and parking spaces; and f. proposed sidewalk on the west side of the building. See revised C3.1 10. Must indicate existing pavement and base within the Belcher Road right -of -way from the front property line to the public sidewalk between the driveways to be removed and to be sodded. See revised demo sheet C2.1 & site plan C3.1 11. Based on the building floor area of 6,242 square feet and a required parking ratio of five spaces per 1,000 square feet, 31 spaces are required (not 35). Revise calculation and reduce the number of provided spaces to a minimum. See revised CL L-I site data table 12. Remove from both the Existing and proposed Zoning Data "Maximum lot coverage: 40 %" as this isn't any Code provision. See revised site data table on C1.I 13. Revise in both the Existing and Proposed Zoning Data the "Maximum impervious coverage" from 85% to 95 %. See revised site data table on C1.I 17. Show or indicate on the site plan the location of outside mechanical equipment (A/C condensers) and all required screening. Acknowledged — see C3.1 18. Unclear if the existing freestanding sign meets currents Code requirements. Signage must be brought into compliance with Code provisions (Sections 6- 104.A.). A means of compliance would be the removal of the existing freestanding sign. Any attached signage must meet Code requirements. Sign to be removed 14. Since the Code provisions for setbacks applies to all existing or proposed structures (including sidewalks, buildings and pavement), revise on Sheet SP2 the "Actual setbacks" for front, side (north), side (south) and rear (fill in the ?s): Front is 33.5 feet (to existing buildings) and "?" feet (to sidewalk); Side (north) is 19.6 feet (to existing building) and "?" feet (to pavement); I Side (south) is 4.6 feet (to existing building) and "?" feet (to pavements); and r._ Rear is 12 feet (to pavement). See revised site data table on C1.I ►6 Z '4�4 ,, 15. Sheet SP2 — show the location, type and height of any required fencing for the e r- 0 outdoor play area (also label outdoor play area). Uj See C3.1 for areas �SU C1. 16. Sheets SP2 and SP3 — for 90- degree parking, a 24 -foot wide drive aisle /back out area is required. Parking along the south side does not have the required drive aisle width. Recommend revising to angled parking on the south side. N/A see new site plan on C3.1 17. Show or indicate on the site plan the location of outside mechanical equipment (A/C condensers) and all required screening. Acknowledged — see C3.1 18. Unclear if the existing freestanding sign meets currents Code requirements. Signage must be brought into compliance with Code provisions (Sections 6- 104.A.). A means of compliance would be the removal of the existing freestanding sign. Any attached signage must meet Code requirements. Sign to be removed 19. Section 3 -911 requires the undergrounding of the existing overhead utilities on- site for both buildings. See note on C4.1 to place all overhead utilities underground 20. Unclear if rear entrance is handicap accessible. If not, will need to obtain appropriate building permits to comply. Acknowledged 21. John M. Willis signed the Affidavit to Authorize Agent form. What relationship does Mr. Willis have to the owner (Phoenix Properties, Inc.) and does he have signing authority? If no authority, need someone in authority to sign the Affidavit. Mr. Willis owns Phoenix Properties Inc. 22. Based on site inspection and building permit computer records available, fencing of the playground has already occurred, without the benefit of a building permit issued first. The location of this fence conflicts with proposed parking lot improvements and will be required to be modified accordingly. Concrete areas within the fenced area are shown to be removed according to the submitted plans. Fence to be relocated Other: No comments Notes: This application is insufficient to issue a Development Order, based on the severity of the review comments. Need to revise plans and resubmit for additional DRC review (see schedule for resubmittal deadlines and DRC dates). Acknowledged If you have any inquiries please contacts us at 727 443 2869. Sincerely, Qdtc.�_ oreen A. Williams Project Director ORIQ RED EJ 14 2000 PEA Pie r; rMR, TM V4 O11Y OF CL60.i,'hkA Ek' Civil Land Planning Due Diligence Reports Re- Zoning, land Use, Annexation Stormwater Management Utility Design Traffic Construction Administration LETTER OF TRANSMITTAL Date: February 14, 2008 To: City of Clearwater - Planning Date 100 S. Myrtle Avenue 14 Clearwater, FL 33756 Civil & Landscape Plans Attn: Sherry Watkins/ Wayne Wells Reference: Building Block Day Care 1 NES #: 802 Response Comments We Transmit: (X) Enclosed () UPS Overnight () Originals O Mail O Courier (X) Prints () Pick -up (X) Hand Delivered () Addendum 15 O Shop Drawings () Per Your Request (X) For Your Review & Comment () Specifications () For Your Use () For Your Approval () Applications () For Your Files () For Your Information (X) Floppy Disk Comments: Please do not hesitate to contact this office should you have any further questions or comments re2ardina this proiect. Enclosures ORBS @NAL ��,� Copies To: File B FEB i 4 2000 Doreen A. Williams, Project Director "y OF CXE#V:hAiATFR P.O. Box 4948 C/ C1 M 33758 4948 ear water, - tech@northsideengineei-ing.com 727 443 2869 Fax 727 446 8036 Copies Date Description 14 Civil & Landscape Plans 1 Signed & Sealed Civil & Landscape Plans 1 Response Comments 3 Stormwater Narratives 3 Geo Report 15 Flex Standard Application Comments: Please do not hesitate to contact this office should you have any further questions or comments re2ardina this proiect. Enclosures ORBS @NAL ��,� Copies To: File B FEB i 4 2000 Doreen A. Williams, Project Director "y OF CXE#V:hAiATFR P.O. Box 4948 C/ C1 M 33758 4948 ear water, - tech@northsideengineei-ing.com 727 443 2869 Fax 727 446 8036 Page 1 of 1 Wells, Wayne From: Wells, Wayne Sent: Wednesday, February 13, 2008 5:37 PM To:. 'Doreen Williams' Subject: RE: Building Block One original and 14 copies.. - - - -- Original Message---- - From: Doreen Williams [maiIto:doreen @northsideengineering.com] Sent: Wednesday, February 13, 2008 3:50 PM To: Wells, Wayne Subject: Building Block How many sets of plans do I need to resubmit? Sincerely, Doreen A. Williams Project Director NORTHSIDE ENGINEERING SERVICES, INC. 300 S. Belcher Road Clearwater, FL 33765 Phone: 727 - 443 -2869 x104 Fax: 727 - 446 -8036 Cell: 727 - 235 -8474 2/13/2008 r 1W Page 1 of 2 From: Doreen Williams [ doreen @northsideengineering.com] Sent: Thursday, February 07, 2008 5:19 PM To: Wells, Wayne Subject: RE: Building Block Day Care UGH!!!!!!!!!!!!!!! Ok, I will take the original and make a copy and return original to you. I will find out what is going on with Mr. Willis. Have a great night! Doreen From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Thursday, February 07, 2008 4:48 PM To: Doreen Williams Subject: RE: Building Block Day Care Doreen - Mr. Willis is not listed in the Florida Division of Corporations as the Registered Agent or an officer of Phoenix Properties, Inc., the property owner. Would you want to borrow the survey to run copies on your machine and then return the original to me or do you want me to run a copy for you? You know you do not need to resubmit surveys with your submission; as -we already have the survey with the original submission. Wayne - - - -- Original Message---- - From: Doreen Williams [mailto: doreen @northsideengineering.com] Sent: Thursday, February 07, 2008 4:38 PM To: Wells, Wayne Subject: RE: Building Block Day Care Wow, that was a lot of information. I just wasn't sure they submitted what they need to the first go around. I do have a signed Affidavit to Authorize Agent and I noted that John Willis is the owner. Can I sent someone in the morning to pick up a copy of the survey? Doreen From: Wayne.WelIs @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Thursday, February 07, 2008 4:28 PM To: Doreen Williams Subject: RE: Building Block Day Care Doreen - The application form asks for a copy of the title insurance policy, deed to the property OR sign affidavit attesting ownership. They have submitted a signed affidavit attesting to ownership, however, following is my DRC comment regarding same: "John M. Willis signed the Affidavit to Authorize Agent form. What relationship does Mr. Willis have to the owner (Phoenix Properties, Inc.) and does he have signing authority? If no authority, need someone in authority to sign the Affidavit." Yes, I have an original survey in my file. We work out a way for you to get a copy. file: / /S: \Planning Department \C D B \Flex Standard (FLS) \Pending Cases \2 - Reviewed and ... 2/7/2008 Page 2 of 2 Wayne - - - -- Original Message---- - From: Doreen Williams [ mailto: doreen @northsideengineering.com] Sent: Thursday, February 07, 2008 4:06 PM To: Wells, Wayne Subject: Building Block Day Care Wayne, Did they submit a deed and original survey? If so, can I pick up to make copies? Sincerely, Doreen A. Williams Project Director NORTHSIDE ENGINEERING SERVICES, INC. 300 S. Belcher Road Clearwater, FL 33765 Phone: 727 - 443 -2869 x104 Fax: 727 - 446 -8036 Cell: 727 - 235 -8474 file://S:\Planning Department\C D B \Flex Standard (FLS) \Pending Cases \2 - Reviewed and ... 2/7/2008 -� Page 1 of 1 From: Wells, Wayne Sent: Thursday, February 07, 2008 4:28 PM To: 'Doreen Williams' Subject: RE: Building Block Day Care Doreen - The application form asks for a copy of the title insurance policy, deed to the property OR sign affidavit attesting ownership. They have submitted a signed affidavit attesting to ownership, however, following is my DRC comment regarding same: "John M. Willis signed the Affidavit to Authorize Agent form. What relationship does Mr. Willis have to the owner (Phoenix Properties, Inc.) and does he have signing authority? If no authority, need someone in authority to sign the Affidavit." Yes, I have an original survey in my file. We work out a way for you to get a copy Wayne - - - -- Original Message---- - From: Doreen Williams [mailto:doreen @northsideengineering.com] Sent: Thursday, February 07, 2008 4:06 PM To: Wells, Wayne Subject: Building Block Day Care Wayne, Did they submit a deed and original survey? If so, can I pick up to make copies? Sincerely, Doreen A. Williams Project Director NORTHSIDE ENGINEERING SERVICES, INC. 300 S. Belcher Road Clearwater, FL 33765 Phone: 727 - 443 -2869 x104 Fax: 727 - 446 -8036 Cell: 727 - 235 -8474 file://S: \Planning Department \C D B \Flex Standard (FLS) \Pending Cases \2 - Reviewed and...' 2/7/2008 Page 1 of 1 From: Wells, Wayne Sent: Thursday, February 07, 2008 3:19 PM To: 'Doreen Williams' Cc: Patni, Himanshu; Thompson, Neil Subject: Building Block Day Care (205 S. Belcher) Doreen - I have checked with Himanshu Patni in Traffic Engineering and, as a one -way drive aisle at this location, it would be acceptable. It may restrict turning movements for vehicles attempting to enter and back out of the garages on the south side of this 20 -foot wide drive aisle. This 20 -foot width would apparently meet the Fire Department width requirements for their fire trucks (either check with Jim Keller unless you have already checked with him). Make sure that appropriate upright signage and pavement markings are indicated on the site plan to effect the one -way flow. Wayne - - - -- Original Message ----- From:'Doreen Williams [ mailto: doreen @northsideengineering.com] Sent: Wednesday, February 06, 2008 5:07 PM To: Wells, Wayne Subject: Building Block Day Care (205 S. Belcher) Wayne, Can I reduce the south drive aisle down to 20'? Sincerely, Doreen A. Williams Project Director NORTHSIDE ENGINEERING SERVICES, INC. 300 S. Belcher Road Clearwater, FL 33765 Phone: 727 - 443 -2869 x104 Fax: 727 - 446 -8036 Cell: 727 - 235 -8474 file://SAPlanning Department \C D B \Flex Standard (FLS) \Pending Cases \2 - Reviewed and ... 2/7/2008 Win 1 8. I STORY MASONRY STRUCTURE w LL O 4 ~ Far ater U Fax Cover Memo, CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH, MYRTLE AVENUE, 2ND FLOOD CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: DATE: -7 S' 3) �q�_ t��•so FAX: :�I - 4- -� TELEPHONE: a- q - �► FROM: Wayne M. Wells TELEPHONE: (727) 562 -4504 SUBJECT: 0 `7 — I I'0 �) ?.�� S', NUMBER OF SHEETS (INCLUDING THIS PAGE): 7 GgTpRS 9 (a -77 70 -19 -)Z- F-A"f, A `Clearwater December 14, 2007 Frances Freyer 1675 Eagle Trace Blvd Palm Harbor, Fl 34685 CITY OF CLAARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W. MYCLEARWATER. COM VIA FAX: No Fax RE: FLS2007 -11051 -- 205 S'BELLHER RD -- Letter of Completeness Dear Frances Freyer : The Planning Staff has entered your application into the Department's filing system and assigned. the case number: FLS2007- 11051. 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 January 03, 2008, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 727 -562 -4504 or Wayne.Wells@myclearwater.com. Sincerely yours, Wa Wells. AICP Planner III Letter of Completeness - FLS2007 -11051 - 205 S BELCHER RD Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: -CA C2,0- i k Z-176 DATE: 1 -7 FAX:` - y- �'7 Z TELEPHONE: �% g % 7 FROM: Wayne M. Wells TELEPHONE: (727) 562 -4504 SUBJECT: MESSAGE: 07 -_ If DS,-J on m NUMBER OF SHEETS (INCLUDING THIS PAGE): Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: r� i t'� aZ.j" DATE: 12-1-7 O-7 FAX: -] R S- TELEPHONE: `7cl 10,_ Q -7-Y U FROM: Wayne M. Wells TELEPHONE: (727) 562 -4504 SUBJECT: MESSAGE: le, NUMBER OF SHEETS (INCLUDING THIS PAGE): �}— } Clearwater 0 December 07, 2007 Frances Frever 1675 Eagle Trace Blvd Palm Harbor. F134685 CITY OF CLAARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W.MYCLEARWATER. COM VIA FAX: No Fax RE: FLS2007 -11051 -- 205 S BELCHER RD -- Letter of Incompleteness Dear Frances,Frf�ver The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2007- 11051. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 0 Revise Page 1 of the application for the following: a. Property owner - Phoenix Properties Inc.; b. Add Parcel size (acres) - 0.95 acres; c. Add Parcel size (square feet) - 41,544; and d. Add Proposed use - Retail sales and services (daycare). 0 Provide complete responses to teh following flexibility criteria for "retail sales and services" - explain HOW in detail each criteria is achieved: a. Lot size and width: The parcel proposed for development was an existing lot of less than 10,000 square feet and was not in common ownership with any contiguous property on May 1, 1998. b. Height: I 1. The increased height results in an improved site plan, landscaping areas in excess of the minimum required or improved design and appearance; 2. The increased height will not reduce the vertical component of the view from any contiguous residential property. c. Side and rear setback: 1. The reduction in side and rear setback does not prevent access to the rear of any building by emergency vehicles; 2. The reduction in side and rear setback results in an improved site plan, more efficient parking or improved design and appearance; 3. The reduction in side and rear setback does not reduce the amount of landscaped area otherwise required. d. Off - street parking: The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage ,or other non - parking demand - generating purposes. Letter of Incompleteness . FLS2007 -11051 - 205 S BELCHER RD 4 T Clearwater 0 December 07, 2007 CITY OF CLE16ARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W . MYCLEARW ATER. C OM O A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. No narrative was submitted. 4. Provide a grading plan, as applicable, to determine potential impacts on adjacent properties. �5 Provide a north arrow and engineering bar scale (minimum scale one inch equals 50 feet) on all sheets. 0 Provide on the proposed site plan all dimensions, including, but not limited to, width of angled parking spaces, landscape islands, drive aisles, driveways and garage structure in rear. P 8. Show the required sight triangles on both sides of each driveway. Show the location of existing or proposed fire hydrants. 9. Depict by shading or crosshatching all required parking lot interior landscaped areas. 10. Show the location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3- 201(D)(i) and Index #701) . 11. Show the location of all outdoor lighting fixtures (or provide notes). 12. Provide the following site data on the plans: �Land area in acres; (E)Gross floor area of all buildings; %/c. Parking spaces: total number, presented in tabular form with the number of required spaces; ®Total paved area, including all paved parking spaces & driveways, expressed in square feet; fje. Building and structure heights; . loor area ratio (F.A.R.) for all nonresidential uses; and 011terior landscape coverage, expressing in both square feet and as a percentage of the vehicular use area. 1 Show required curbing of landscaped areas and required wheel stops. 4 Show on the landscape plan the location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule. 15. Show on the landscape plan the plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names. D6. Provide typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures. 17. Provide irrigation notes. 18 Provide a tree survey, including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), drip lines and indicating trees to be removed - please design around the existing trees. While there may be no trees on site, there are trees on the adjacent properties that could be impacted. 19. Provide a tree inventory. prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees (including those trees off - site). Letter of Incompleteness - FLS2007 -11051 -105 S BELCHER RD CITY OF CLLARWATER 0 earwater 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 December 07, 2007 20. Provide, in lieu of elevation drawings of all four sides of the buildings, photographs of both buildings (all four sides). Section 4 -202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by 4:00 pm .on Tuesday, December 11, 2007. If you have any questions, please do not hesitate to contact me at 727 -562 -4504 or Wayne.Wells@myclearwater.com. Sincerely yours, Wells Wa Planner III Letter of Incompleteness - FLS2007 -11051 - 205 S BELCHER RD 4 Wells, Wayne From: Josuns, Sarah . Sent: Monday, April 14, 2008 10:17 AM To: Wells, Wayne Subject: FLS2007- 11051, 205 S. Belcher Road Wayne, I reviewed the Traffic conditions with the plans. Two of the three comments were addressed and are labeled as such. I discussed the plans with Ben and moved the third comment "prior to building permit'. The condition is still labeled as not met. Would you like me to change the status of the condition? Sarah Sarah E. Josuns Environmental Specialist City of Clearwater Engineering Department 100 South Myrtle Avenue, Suite 220 Clearwater, Florida 33756 -5520 P.O. Box 4748, 33758 -4748 Phone: (727) 562 -4897 Cell: (727) 224 -1077 Fax: (727) 562 -4755 Email: sarah.josuns @myclearwater.com Wells, Wayne From: Reid, Debbie Sent: Monday, April 14,.2008.8:36. AM To: Wells, Wayne Cc: Kader, Art Subject: RE:. FLS2007- 11051, 205 S. Belcher. Road, Building Block Day Care Center Wayne, P &R has no issues with this project as it. is just landscaping and parking lot our "condition" is marked as met.. Thanks! Debbie O - - - -- Original Message---- - From: Wells, Wayne Sent: Friday, April 11, 2008 8:22 AM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2007- 11051, 205 S. Belcher Road, Building Block Day Care Center DRC members - The applicant has submitted revised plans for the above referenced project.. I have placed two copies of the submitted revised plans on the file cabinets outside of Rm 216 (Planning /Development Services conference room). If you would like to take a copy, feel free to do so. I have the. original revised plans in my case file. I have also placed one copy of the response to comments with the revised. plans on the file cabinets for your assistance.. At this point in time, only Planning, Landscaping and Traffic have conditions "not met". Please check your comments to see if your comments have been met or not. In any case, please let me know if they have complied with. your prior comments such that a Development Order can be issued, whether you have any conditions of approval to be included in the Development Order, or whether revised plans need to be resubmitted for a re- review prior to the issuance of a Development Order. If at all possible, please review the revised plans by noon on April 15, 2008. Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Wells, Wayne From: Wells, Wayne Sent: Friday, April 11, 2008 8:22 AM To: Albee, Rick; Buysse, Beverly A.; Buell, William; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2007- 11051, 205 S. Belcher Road, Building Block Day Care Center DRC members - The applicant has submitted revised plans for the above referenced project. I have placed two copies of the submitted revised plans on the file cabinets outside of Rm 216 (Planning /Development Services conference room).. If you would like to take a copy, feel free to do so. I have the original revised plans in my case file. I have also placed one copy of the response to comments with the revised plans on the file cabinets for your assistance. At this point in time, only Planning, Landscaping and Traffic have conditions "not met ". Please check your comments to, see if your comments have been met or not. In any case, please let me know if they have complied with your prior comments such that a Development Order can be issued, whether you have any conditions of approval to be included in the Development Order, or whether revised plans need to be resubmitted for a re- review prior to the issuance of a Development Order. If at all possible, please review the revised plans by noon on April 15, 2008. Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Wells, Wayne From: Doherty, Steve Sent: Thursday, April 03, 2008 8:17 To: Wells, Wayne Subject: RE: FLS2007- 11051, 205 S. OOPS! On second thought: AM Belcher Road, Building Block Day Care Center I have reviewed for General Engineering, Environmental, Stormwater and Traffic. Except for Traffic, all comments are to be met prior to issuance of a building permit. Traffic Pre D.O conditions are: 1. Provide traffic control signage such as : Stop sign, do not enter signs and one -way signs per current Manual on Uniform Traffic Control Devices (MUTCD). 2. Prior to doing work along Belcher Road obtain Pinellas County permit for driveway access or other work within Pinellas County Road right -of -way. THANKS! Stephen L. Doherty Engineering Specialist I City of Clearwater Engineering steve. doherty@myclearwater. com 727.562.4773 - - - -- Original Message---- - From: Wells, Wayne Sent: Wednesday, April 02, 2008 3:38 PM To: Doherty, Steve Subject: RE: FLS2007- 11051, 205 S. Belcher Road, Building Block Day Care Center Steve - Thanks. I happen to have the plans open on my desk right now and the plans show an accessible path to the Belcher Road sidewalk (Traffic #2 ?). Wayne - - - -- Original Message---- - From: Doherty, Steve Sent: Wednesday, April 02, 2008 3:34 PM To: Wells, Wayne Subject: RE: FLS2007- 11051, 205 S. Belcher Road, Building Block Day Care Center I have reviewed for General Engineering, Environmental, Stormwater and Traffic. Except for Traffic, all comments are to be met prior to issuance of a building permit. Traffic Pre D.O conditions are: 1. Provide traffic control signage such as : Stop sign, do not enter signs and one -way signs per current Manual on Uniform Traffic Control Devices (MUTCD). 2. Provide an accessible path from a building's accessible entrance to a public sidewalk along Belcher Road per Florida Accessibility Code for Building Construction Chapter 11, Section 11- 4.3.2.. 3. Prior to doing work along Belcher Road obtain Pinellas County permit for driveway access or other work within Pinellas County Road right -of -way. Stephen L. Doherty Engineering Specialist 1 City of Clearwater Engineering ,y} Mry steve.doherty@myclearwater.com 727.562.4773 - - - -- Original Message---- - From: Wells, Wayne Sent: Friday, March 28, 2008 8:16 AM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2007- 11051, 205 S. Belcher Road, Building Block Day Care Center DRC Members - Doreen Williams has submitted an addendum to the resubmittal, including a Stormwater Report and a revised Sheet C4.1. I am placing these on the cabinets outside Rm 216 with the other resubmittal information. Thanks. Wayne From: Wells, Wayne Sent: Wednesday, March 26, 2008 2:28 PM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2007- 11051, 205 S. Belcher Road, Building Block Day Care Center DRC members - The applicant has submitted revised plans /application material for the above referenced project. This FLS case is not going back to a DRC meeting. We have placed copies of the submitted revised plans /application material on the file cabinets outside of Rm 216 (Planning /Development Services conference room). If you would like to take a copy, feel free to do so. I have the original revised plans /application material in my case file. I have also placed one copy of the response to comments with the revised plans /application material on the file cabinets for your assistance. Please check your comments from the March 6, 2008, DRC meeting to see if your comments have been met or not. In any case, please let me know if they have complied with your prior comments such that a Development Order can be issued, whether you have any conditions of approval to be included in the Development Order, or whether revised plans /application materials need to be resubmitted for a re- review prior to the issuance of a Development Order. If at all possible, please review the revised plans /application material by noon on April 2, 2008. Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727- 562 -4865 Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Wells, Wayne From: Sent: To: Subject: Conditions Met Albee, Rick Monday, March 31, 2008 4: Wells, Wayne RE: FLS2007- 11051, 205 S 12 PM Belcher Road, Building Block Day Care Center - - - -- Original Message---- - From: Wells, Wayne Sent: Friday, March 28, 2008 8:16 AM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2007- 11051, 205 S. Belcher Road, Building Block Day Care Center DRC Members - Doreen Williams has submitted an addendum to the resubmittal, including a Stormwater Report and a revised Sheet C4.1. I am placing these on the cabinets outside Rm 216 with the other resubmittal information. Thanks. Wayne From: Wells, Wayne Sent: Wednesday, March 26, 2008 2:28 PM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2007- 11051, 205 S. Belcher Road, Building Block Day Care Center DRC members - The applicant has submitted revised plans /application material for the above referenced project. This FLS case is not going back to a DRC meeting. We have placed copies of the submitted revised plans /application material on the file cabinets outside of Rm 216 (Planning /Development Services conference room). If you would like to take a copy, feel free to do so. I have the original revised plans /application material in my case file. I have also placed one copy of the response to comments with the revised plans /application material on the file cabinets for your assistance. Please check your comments from the March 6, 2008, DRC meeting to see if your comments have been met or not.. In any case, please let me know if they have complied with your prior comments such that a Development Order can be issued, whether you have any conditions of approval to be included in the Development Order, or whether revised plans /application materials need to be resubmitted for a re- review prior to the issuance of a Development Order. If at all possible, please review the revised plans /application material by noon on April 2, 2008. Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Wells, Wayne From: Wells, Wayne Sent: Friday, March 28, 2008 8:16 AM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2007- 11051, 205 S. Belcher Road, Building Block Day Care Center DRC Members - Doreen Williams has submitted an addendum to the resubmittal, including a Stormwater Report and a revised Sheet C4.1. I am placing these on the cabinets outside Rm 216 with the other resubmittal information. Thanks. Wayne From: Wells, Wayne Sent: Wednesday, March 26, 2008 2:28 PM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice., Scott; Rickard, Leonard; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2007- 11051, 205 S. Belcher Road, Building Block Day Care Center DRC members - The applicant has submitted revised plans /application material for the above referenced project. This FLS case is not going back to a DRC meeting. We have placed copies of the submitted revised plans /application material on the file cabinets outside of Rm 216 (Planning /Development Services conference room). If you would like to take a copy, feel free to do so. I have the original revised plans /application material in my case file. I have also placed one copy of the response to comments with the revised plans /application material on the file cabinets for your assistance. Please check your comments from the March 6, 2008, DRC meeting to see if your comments have been met or not. In any case, please let me know if they have complied with your prior comments such that a Development Order can be issued, whether you have any conditions of approval to be included in the Development Order, or whether revised plans /application materials need to be resubmitted for a re- review prior to the issuance of a Development Order. If at all possible, please review the revised plans /application material by noon on April 2, 2008. Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727- 562 -4504 Fax: 727 - 562 -4865 Wells, Wayne From: Reid, Debbie Sent. Thursday, March 27, 2008 8:42 AM To: Wells, Wayne Subject: RE: FLS2007- 11051, 205 S. Belcher Road, Building Block Day Care Center Wayne, no issues with P&P - have marked "met" on our condition. Debbie O - - - -- Original Message---- - From: Wells, Wayne Sent: Wednesday, March 26, 2008 2:28 PM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2007- 11051, 205 S. Belcher Road, Building Block Day Care Center DRC members - The applicant has submitted revised plans /application material for the above referenced project. This FLS case is not going back to a DRC meeting. We have placed copies of the submitted revised plans /application material on the file cabinets outside of Rm 216 (Planning /Development Services conference room). If you would like to take a copy, feel free to do so. I have the original revised plans /application material in my case file. I have also placed one copy of the response to comments with the revised plans /application material on the.file cabinets for your assistance. Please checkyour comments from the March 6, 2008, DRC meeting to see if your comments have been met or not. In any case, please let me know if they have complied with your prior comments such that a Development Order can be issued, whether you have any conditions of approval to be included in the Development Order, or whether revised plans /application materials need to be resubmitted for a re- review prior to the issuance of a Development Order. If at all possible, please review the revised plans /application material by noon on April 2, 2008. Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Wells, Wayne From: Rickard, Leonard Sent: Wednesday, March 26, 2008 2:39 PM To: Wells, Wayne Subject: RE: FLS2007- 11051, 205 S. Belcher Road, Building Block Day Care Center Fire conditions for DO have been met. Lenny Rickard Assistant Fire Marshal Clearwater Fire and Rescue 610 Franklin St., Clearwater, FL 33756 Office: 727 - 562 -4327 X3078 Cell: 727 - 224 -2091 _ ... - - - -- Original Message---- - From: Wells, Wayne Sent: Wednesday, March 26, 2008 2 :28 PM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2007- 11051, 205 S. Belcher Road, Building Block Day Care Center DRC members - The applicant has submitted revised plans /application material for the above referenced project. This FLS case is not going back to a DRC meeting. We have placed copies of the submitted revised plans /application material on the file cabinets outside of Rm 216 (Planning /Development Services conference room). If you would like to take a copy, feel free to do so. I have the original revised plans /application material in my case file. I have also placed one copy of the response to comments with the revised plans /application material on the file cabinets for your assistance. Please check your comments from the March 6, 2008, DRC meeting to see if your comments have been met or not. In any case, please let me know if they have complied with your prior comments such that a Development Order can be issued, whether you have any conditions of approval to be included in the Development Order, or whether revised plans /application materials need to be resubmitted for a re- review prior to the issuance of a Development Order. If at all possible, please review the revised plans /application material by noon on April 2, 2008. Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Wells, Wayne From: Wells, Wayne Sent: Wednesday, March 26, 2008 2:28 PM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall- Sides, Leslie; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2007- 11051, 205 S. Belcher Road, Building Block Day Care Center DRC members - The applicant has submitted revised plans /application material for the above referenced project. This FLS case is not going back to a DRC meeting. We have placed copies of the submitted revised plans /application material on the file cabinets outside of Rm 216 (Planning /Development Services conference room). If you would like to take a copy, feel free to do so. I have the original revised plans /application material in my case file. I have also placed one copy of the response to comments with the revised plans /application material on the file cabinets for your assistance. Please check your comments from the March 6, 2008, DRC meeting to see if your comments have been met or not. In any case, please let me know if they have complied with your prior comments such that a Development Order can be issued, whether you have any conditions of approval to be included in the Development Order, or whether revised plans /application materials need to be resubmitted for a re- review prior to the issuance of a Development Order. If at all possible, please review the revised plans /application material by noon on April 2, 2008. Thanks. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue. Clearwater, FL 33756 -5520 Phone: 727- 562 -4504 Fax: 727 - 562 -4865 10:35 am Case Number: FLS2007 -11U--) 1 -- 205 S BELCHER RD Owner(s): Phoenix Properties Inc 2001 9th Avenue #106 Vero Beach, F132960 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Applicant Francis Freyer 1675 Eagle Trace Blvd Palm Harbor, F134685 TELEPHONE: 727 - 798 -6750, FAX: No Fax, E -MAIL: No Email Representative: Northside Engineering Services, Inc P O Box 4948 Piewl 3.4.D1 DR.0 Clearwater, F133758 -4948 TELEPHONE: 727- 443 -2869, FAX: 446 -8036, E -MAIL: doreen @northsideengineering.com Location: 0.95 acre located on the east side of South Belcher Road, approximately 300 feet north of Rainbow Drive Atlas Page: 290A Zoning District: C, Commercial Request: Flexible Standard Development approval to permit retail sales and services (daycare) in the Commercial (C) District with reductions to the side (south) setback from 10 feet to 4.6 feet (to existing building) and to five feet (to existing and proposed pavement), a reduction to the rear (east) setback from 20 feet to 12 feet (to proposed pavement) and a reduction to the required parking from 31 to 29 spaces, under the provisions of Section 2- 703.R. Proposed Use: Retail sales and services Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood No Registered Association Association(s): TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: 1/3/08: Wells, Thompson, Rice, Doherty, Keller, Albee: 3/6/08: Same + Tom Glenn, Mike Prior Applicant: 1/3/08: Russ Rodriquez, Chris Gettig; 3/6/08: Doreen Williams, Fran Frayer; Greg Posh Other: 3/6/08: Ron Delp The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, March 6, 2008 - Page 22 • DRC Action Agnida 1.1 Prior to issuance of a building permit: 1. Turning radii at all driveways shall be a minimum of 30 feet per City of Clearwater Contract Specifications and Standards index #108. NOT MET 2. Driveway apron shall not extend beyond extended side property line(s) per City of Clearwater Contract Specifications and Standards Index #103, page 2/2. 3. Provide a utility plan showing potable water, sanitary sewer connections. Note: Reclaimed water is not presently available to this property. 4. Provide an approved copy of an approved Pinellas County right -of -way Permit for construction proposed to take place in Belcher Road right -of -way (CR 501). 5. Replacement of the curb along the existing roads shall match the existing curb. 6. All unused drive aprons and/or other paved surfaces shall be removed entirely by the contractor, at the applicant's expense. Adjacent street right(s) -of -way are to be restored with new sidewalk and sod as required. Prior to the issuance of a Certificate of Occupancy: 1. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a professional registered in the State of Florida. The Construction Services Inspector will field inspect as -built drawings for accuracy. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 , No issues. Fire: 1 . * *NOTE ** ITEMS TO BE ADDRESSED FOR BUILDING PERMIT: Fire Alarm, Fire Sprinkler, Rescue Windows, Corridor Seperation, Cooking Equipment Protection, Hazardous Area Protection, Egress Requirements Harbor Master: Legal: No issues. No issues. Land Resources: 1 . 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 trees to be preserved and how you propose to address these impacts i.e.; crown elevating, 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 relating to tree preservation. Provide prior to building permit. Landscaping: Development Review Agenda - Thursday, March 6, 2008 - Page 23 DRC Action Agaida 1.1 I 1 . Sheets C3.1, C4.1 and L1.1 -Provide vertical, concrete curbing on -site along the north and south edges of the entry two -way drive aisle. 2. Sheet L1.1 - For tree requirements in planting areas, Code requirements are for shade trees (2.5 tree inch per tree). Two accent trees = one shade tree. Three palms = one shade tree. Maximum of 25 percent of trees may be palms. Must have at least 10 percent of the trees that are flowering. Need to have at least four species of trees. 3 . Sheet L1.1 - DE has been specified on the plan, however, information regarding this plant indicates parts of this plant are poisonous if ingested (you never know what kids will put in their mouth) and has spines or sharp edges. This doesn't appear to be a good plant for the site of a daycare. Revise to a better suited plant. 4. Sheet L1.1 - Plant symbols used on the plan are not consistent in their size. An example is DE - some symbols are smaller than others shown in the landscape islands in the parking lot. Make consistent these symbols on the plan. 5 . Sheet Ll. I - Interior landscape islands in the parking lot must be planted with shrubs and groundcovers, not sod. 6. Sheet L1.1 - Revise Landscape Materials table: a. Note: DE is a shrub, not a tree; b. I count 3 LI, not 1 LI; c. I count 15 DE, not 16; d. Need to identify the quantity of Dwarf Jasmine proposed and the spacing for such; e. Provide a spacing for VS, DE, RA and JP; f. Provide a container size, caliper and size (height) of QV; 7. Sheet L1.1 - South of the building, one DE is shown within the paved drive aisle. Relocate to a landscape area. 8. Sheet L1.1 - Trees must be planted in the front perimeter buffer, south side perimeter buffer, interior landscape islands and foundation planting area to meet Code requirements. Do not plant trees under the canopy of existing abutting trees. Do plant trees between these existing abutting trees to meet Code requirements. - 9 . Sheet L1.1 - Based on Code provisions, there are 92.5 tree inches (based on 37 shade trees x 2.5" per shade tree) required for this site and only 20.5 tree inches proposed, based on the following requirements: A. Perimeter zoning - One tree per 35 linear feet: 1. Front (154 linear feet) - 4 trees; 2. Side (north - 270 linear feet) - 8 trees; 3. Side (south - 270 linear feet) - 8 trees; 4. Rear (153 linear feet) - 4 trees; B. Foundation planting area (95 linear feet & 1 tree /40 feet) - 2 trees; C. Interior Landscaping (1648 square feet & 1 tree /150 sf) - 11 trees. Need to provide additional trees on -site to meet Code requirements and/or payment in lieu at the rate of $48 /inch. There are various areas on -site where trees must be or can be planted to increase the number of trees on -site. In -lieu payment would be only in the event trees cannot be otherwise planted on -site. 10. Sheet L1.1 - Within the 15 -foot front landscape buffer, Code requires this buffer to be 100% shrubs and ground cover. Previously recommended, based on the removal of all pavement in front of the building, to create a tiering of shrubs and groundcover in front of the building, with sod in a patterned design. Proposed plan should be reworked to have this tiering occur with the higher shrubs toward the building with the lower shrubs and groundcovers in front of these taller shrubs, in a patterned design, with trees worked in to provide a pleasant frontal appearance and where trees would not shield any freestanding sign (should provide a location for such so that landscaping can be planted appropriately) and any attached signage. Sod could then extend from the right -of -way (where sod is required to be planted to replace the pavement removed) within this patterned design to provide ease of lawn maintenance. 11 . Sheet C3.1 - For purposes of clarification, is the eight -foot dimension for the interior landscape islands to the inside of the curbs or to the outside of the curbs? Code requires the eight -foot dimension for inside the curbs. 12. Suggest planting palms or other trees adjacent to and/or within the playground area to provide shade for children. One area would be on the south side between.the drive aisle and the southernmost portion of the playground. Development Review Agenda - Thursday, March 6, 2008 - Page 24 DRC Action Agenda 1.1 V Parks and Recreation: I . No issues - landscaping and parking lot. Stormwater: 1. The following to be addressed prior to building permit: 1. Provide specfication for the underdrain system to support the K value used in the drawdown analysis, 0.09 feet/min. 2. Provide 50' adjacent topography along with the finished floor elevations of structures within the 50' perimeter. 3. Provide a Pinellas County permit to tie into their drainage system. 4. Provide an approved SWFWMD permit. 5. Show drainage arrows on Grading Plan. 6. Show swales along the eastern and northern property lines with sufficient slope and depth (6 -inch minimum) to direct runoff to the pond. Include the swale's cross sections with existing and proposed elevations for review. 7. Verify and show the size, type, and depth of pipe that the proposed outfall ties into. Include a detail for the proposed new junction manhole. 8. Provide pond's cross sections at the two portions of the pond showing the existing and proposed elevations, underdrain system, all designed water levels, water table and seasonal water table levels. 9. Callouts for details shall include a detail number. 10. Show finished floor elevations of the existing structures on -site. 11. Control structure detail shows underdrain ties into the pond on the wrong side. Please revise this accordingly. 12. Erosion protection shall be provided at the concrete spillway. Concrete spillway detail was not provided as callout. 13. Provide a detail for the proposed inlet. Please include in the proposed inlet callout the index number, the type, detail number and the name of the agency that this detail belongs to. Show that the proposed inlet has the traffic bearing capacity. 14. Please provide slope for the underdrain pipe. 15. Provide maintenance. plan for the pond and underdrain system. 16. The water quality volume of 1,803 cubic feet shall draindown within 24 hours not 1,746 cubic feet as current design. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall submit all information again for review Solid Waste: No Comments Traffic Engineering: 1 . 1. Provide traffic control signage such as : Stop sign, do not enter signs and oneway signs per current Manual on Uniform Traffic Control Devices (MUTCD). 2. Provide an accessible path from a building's accessible entrance to a public sidewalk along Belcher Road per Florida Accessibility Code for Building Construction Chapter 11, Section 11- 4.3.2.. 3. Prior to doing work along Belcher Road obtain Pinellas County permit for driveway access or other work within Pinellas County Road right -of -way. . The above to be addressed prior to a Development Order (D.O.). General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, March 6, 2008 - Page 25 DRC Action Agcndn IA V Planning: 1 . 2/19/08 & 12/7/07 - WW Must indicate existing pavement and base within the Belcher Road right -of -way from the front property line to the public sidewalk between the driveways to be removed and to be sodded. 2. 2/19/08 & 12/26/07 - WW Show or indicate on the site plan the location�of outside mechanical equipment (A/C condensers) and all required screening. 3 . Revise Page 1 of the application for the following: Add "Proposed Use" - "Retail sales and services (daycare) ". 4. There are two existing driveways. Sheet C2.1 should be showing the demolition of the northern driveway, and installing curbing.consistent with existing curbing in the right -of -way. 5 . Sheet C3.1 - Show the type and height of any required fencing for the outdoor play area. 6. '2/19/08 & 12/7/07 - WW Need to address disposal of solid waste. If a dumpster is needed, show location of dumpster and its enclosure, meeting City specifications (must meet required setbacks). If black barrel(s), need to show the location they will be stored (and any screening necessary). 7. 2/19/08 - WW Obtaining an after -the -fact building permit will be included as a condition of approval in the Development Order. 12/27/07 - WW Based on site inspection and building permit computer records available, fencing of the playground has already occurred, without the benefit of a building permit being issued first. The location of this fence conflicts with proposed parking lot improvements and will be required to be modified accordingly. Concrete areas within the fenced area are shown to be removed according to the submitted plans. Other: No Comments Notes: This application is sufficient to issue a Development Order, only after revisions are made to plans. Submit four revised plan sets for review prior to issuance of the Development Order. Development Review Agenda - Thursday, March 6, 2008 - Page 26 DRC Action Aguida 1.1 Atlas Page: 290A Zoning District: C, Commercial Request: Flexible Standard Development approval to permit retail sales and services (daycare) in the Commercial (C) District with reductions to the side (south) setback from 10 feet to 4.6 feet (to existing building) and to five feet (to existing and proposed pavement), a reduction to the rear (east) setback from 20 feet to 12 feet (to proposed pavement) and a reduction to the required parking from 31 to 29 spaces, under the provisions of Section 2- 703.R. Proposed Use: Retail sales and services Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood No Registered Assocation Association(s): TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wayne Wells, Neil Thompson, Scott Rice, Steve Doherty, Jim Keller, Rick Albee Applicant: Russ Rodriquez, Chris Gettig The DRC reviewed this application with the following comments: General Engineering: I . Prior to issuance of a building permit: 1. Turning radii at all driveways shall be a minimum of 30 feet per City of Clearwater Contract Specifications and Standards index #108. NOT MET 2. Driveway apron shall not extend beyond extended side property line(s) per City of Clearwater Contract Specifications and Standards Index #103, page 2/2. 3. Provide a utility plan showing potable water, sanitary sewer connections. Note: Reclaimed water is not presently available to this property. 4. Provide an approved copy of an approved Pinellas County right -of -way Permit for construction proposed to take place in Belcher Road right -of -way (CR 501). Prior to the issuance of a Certificate of Occupancy: 1. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a professional registered in the State of Florida. The Construction Services Inspector will field inspect as -built drawings for accuracy. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 _ No issues. Development Review Agenda - Thursday, March 6, 2008 - Page 23 DRC Action Agc.,& I.1 10.35 am Case Number: FLS2007 -1 luc 1 -- 205 S BELCHER RD • Owner(s): Phoenix Properties Inc 3 2001 9th Avenue #106 Vero Beach, F132960 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Applicant Francis Freyer 1675 Eagle Trace Blvd c..Ora Palm Harbor, F134685 6%6 TELEPHONE: 727- 798 -6750, FAX: No Fax, E -MAIL: No Email Representative: Northside Engineering Services, Inc P O Box 4948 Clearwater, Fl 33758 -4948 TELEPHONE: 727 - 443 -2869, FAX: 446 -8036, E -MAIL: doreen @northsideengineering.com Location: 0.95 acre located on the east side of South Belcher Road, approximately 300 feet north of Rainbow Drive Atlas Page: 290A Zoning District: C, Commercial Request: Flexible Standard Development approval to permit retail sales and services (daycare) in the Commercial (C) District with reductions to the side (south) setback from 10 feet to 4.6 feet (to existing building) and to five feet (to existing and proposed pavement), a reduction to the rear (east) setback from 20 feet to 12 feet (to proposed pavement) and a reduction to the required parking from 31 to 29 spaces, under the provisions of Section 2- 703.R. Proposed Use: Retail sales and services Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood No Registered Assocation Association(s): TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wayne Wells, Neil Thompson, Scott Rice, Steve Doherty, Jim Keller, Rick Albee Applicant: Russ Rodriquez, Chris Gettig The DRC reviewed this application with the following comments: General Engineering: I . Prior to issuance of a building permit: 1. Turning radii at all driveways shall be a minimum of 30 feet per City of Clearwater Contract Specifications and Standards index #108. NOT MET 2. Driveway apron shall not extend beyond extended side property line(s) per City of Clearwater Contract Specifications and Standards Index #103, page 2/2. 3. Provide a utility plan showing potable water, sanitary sewer connections. Note: Reclaimed water is not presently available to this property. 4. Provide an approved copy of an approved Pinellas County right -of -way Permit for construction proposed to take place in Belcher Road right -of -way (CR 501). Prior to the issuance of a Certificate of Occupancy: 1. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a professional registered in the State of Florida. The Construction Services Inspector will field inspect as -built drawings for accuracy. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 _ No issues. Development Review Agenda - Thursday, March 6, 2008 - Page 23 DRC Action Agc.,& I.1 Fire: 1 , * *NOTE ** ITEMS TO BE ADDRESSED FOR BUILDING PERMIT: Fire Alarm, Fire Sprinkler, Rescue Windows, Corridor Seperation, Cooking Equipment Protection, Hazardous Area Protection, Egress Requirements Harbor Master: 1 . No issues. Legal: 1 . No issues. Land Resources: I . 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 trees to be preserved and how you propose to address these impacts i.e.; crown elevating, 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 relating to tree preservation. Provide prior to building permit. .Landscaping: Development Review Agenda - Thursday, March 6, 2008 - Page 24 DRC Action Agcnda 1.1 1 . Sheets C3.1, C4. i and L1.1 - Provide vertical, concrete curbing on -site along the north and south edges of the entry two -way drive aisle. 2. Sheet L1.1 - For tree requirements in planting areas, Code requirements are for shade trees (2.5 tree inch per tree). Two accent trees = one shade tree. Three palms = one shade tree. Maximum of 25 percent of trees may be palms. Must have at least 10 percent of the trees that are flowering. Need to have at least four species of trees. 3 . Sheet L1.1 - DE has been specified.on the plan, however, information regarding this plant indicates parts of this plant are poisonous if ingested (you never know what kids will put in their mouth) and has spines or sharp edges. This doesn't appear to be a good plant for the site of a daycare. Revise to a better suited plant. 4. Sheet LL 1 - Plant symbols used on the plan are not consistent in their size. An example is DE - some symbols are smaller than others shown in the landscape islands in the parking lot. Make consistent these symbols on the plan. 5 . Sheet L1.1 - Interior landscape islands in the parking lot must be planted with shrubs and groundcovers, not sod. 6. Sheet L1.1 - Revise Landscape Materials table: a. Note: DE is a shrub, not a tree; b. I count 3 LI, not 1 LI; c. I count 15 DE, not 16; d. Need to identify the quantity of Dwarf Jasmine proposed and the spacing for such; e. Provide a spacing for VS, DE, RA and JP; f. Provide a container size, caliper and size (height) of QV; 7. Sheet Ll.I - South of the building, one DE is shown within the paved drive aisle. Relocate to a . landscape area. 8 . Sheet L1.1 - Trees must be planted in the front perimeter buffer, south side perimeter buffer, interior landscape islands and foundation planting area to meet Code requirements. Do not plant trees under the canopy of existing abutting trees. Do plant trees between these existing abutting trees to meet Code requirements. 9. Sheet L1.1 - Based on Code provisions, there are 92.5 tree inches (based on 37 shade trees x 2.5" per shade tree) required for this site and only 20.5 tree inches proposed, based on the following requirements: A. Perimeter zoning - One tree per 35 linear feet: 1. Front (154 linear feet) - 4 trees; 2. Side (north - 270 linear feet) - 8 trees; 3. Side (south - 270 linear feet) - 8 trees; 4. Rear (153 linear feet) - 4 trees; B. Foundation planting area (95 linear feet & 1 tree /40 feet) - 2 trees; C. Interior Landscaping (1648 square feet & 1 tree/ 150 sf) - 11 trees. Need to provide additional trees on -site to meet Code requirements and/or payment in lieu at the rate of $48 /inch. There are various areas on -site where trees must be or can be planted to increase the number of trees on -site. In -lieu payment would be only in the event trees cannot be otherwise planted on -site. 10. Sheet Ll.1 - Within the 15 -foot front landscape buffer, Code requires this buffer to be 100% shrubs and ground cover. Previously recommended, based on the removal of all pavement in front of the building, to create a tiering of shrubs and groundcover in front of the building, with sod in a patterned design. Proposed plan should be reworked to have this tiering occur with the higher shrubs toward the building with the lower shrubs and groundcovers in front of these taller shrubs, in a patterned design, with trees worked in to provide a pleasant frontal appearance and where trees would not shield any freestanding sign (should provide a location for such so that landscaping can be planted appropriately) and any attached signage. Sod could then extend from the right -of -way (where sod is required to be planted to replace the pavement removed) within this patterned design to provide ease of lawn maintenance. 11 . Sheet C3.1 - For purposes of clarification, is the eight -foot dimension for the interior landscape islands to the inside of the curbs or to the outside of the curbs? Code requires the eight -foot dimension for inside the curbs. 12. Suggest planting palms or other trees adjacent to and/or within the playground area to provide shade for children. One area would be on the south side between the drive aisle and the southernmost portion of the playground. Development Review Agenda - Thursday, March 6, 2008 - Page 25 DRC Action Agenda 1.1 Parks and Recreation: No issues - landscaping and parking lot. Stormwater: 1. The following to be addressed prior to building permit: 1. Provide specfication for the underdrain system to support the K value used in the drawdown analysis, 0.09 feet/min. 2. Provide 50' adjacent topography along with the finished floor elevations of structures within the 50' perimeter. 3. Provide a Pinellas County permit to tie into their drainage system. 4. Provide an approved SWFWMD permit. 5. Show drainage arrows on Grading Plan. 6. Show swales along the eastern and northern property lines with minimum slope of 0.5% and 0.5' deep to direct runoff to the pond. Include the swaie's cross sections with existing and proposed elevations for review. 7. Verify and show the size, type, and depth of pipe that the proposed outfall ties into. Include a detail for the proposed new junction manhole. 8. Provide pond's cross sections at the two portions of the pond showing the existing and proposed elevations, underdrain system, all designed water levels, water table and seasonal water table levels. 9. Callouts for details shall include a detail number. 10. Show finished floor elevations of the existing structures on -site. 11. Control structure detail shows underdrain ties into the pond on the wrong side. Please revise this accordingly. 12. Erosion protection shall be provided at the concrete spillway. Concrete spillway detail was not provided as callout. 13. Provide a detail for the proposed inlet. Please include in the proposed inlet callout the index number, the type, detail number and the name of the agency that this detail belongs to. Show that the proposed inlet has the traffic bearing capacity. 14. Please provide slope for the underdrain pipe. 15. Provide maintenance plan for the pond and underdrain system. 16. The water quality volume of 1,803 cubic feet shall draindown within 24 hours not 1,746 cubic feet as current design. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall submit all information again for review Solid Waste: 1 . Need to address solid waste. Any dumpster enclosure must meet Code requirements and City design specifications. Contact Tom Glenn (562 -4930, 0105). Traffic Engineering: 1 . 1. Provide traffic control signage such as : Stop sign, do not enter signs and oneway signs per current Manual on Uniform Traffic Control Devices (MUTCD). 2. Provide an accessible path from a building's accessible entrance to a public sidewalk along Belcher Road per Florida Accessibility Code for Building Construction Chapter 11, Section 11- 4.3.2.. 3. Prior to doing work along Belcher Road obtain Pinellas County permit for driveway access or other work within Pinellas County Road right -of -way. The above to be addressed prior to a Development Order (D.O.). General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, March 6, 2008 - Page 26 DRC Action Agenda 1.1 Planning: 1 2/19/08 & 12/7/07 - WW Must indicate existing pavement and base within the Belcher Road right -of -way from the front property line to the public sidewalk between the driveways to be removed and to be sodded. 2. 2/19/08 & 12/26/07 - WW Show or indicate on the site plan the location of outside mechanical equipment (A/C condensers) and all required screening. 3 . Revise Page 1 of the application for the following: Add "Proposed Use" - "Retail sales and services (daycare) ". 4. There are two existing driveways. Sheet C2.1 should be showing the demolition of the northern driveway and installing curbing consistent with existing curbing in the right -of -way. 5 . Sheet C3.1 - Show the type and height of any required fencing for the outdoor play area. 6. 2/19/08 & 12/7/07 - WW Need to address disposal of solid waste. If a dumpster is needed, show location of dumpster and its enclosure, meeting City specifications (must meet required setbacks). If black barrel(s), need to show the location they will be stored (and any screening necessary). 7. 2/19/08 - WW Obtaining an after - the -fact building permit will be included as a condition of approval in the Development Order. 12/27/07 - WW Based on site inspection and building permit computer records available, fencing of the playground has already occurred, without the benefit of a building permit being issued first. The location of this fence conflicts with proposed parking lot improvements and will be required to be modified accordingly. Concrete areas within the fenced area are shown to be removed according to the submitted plans. Other: No Comments Notes: This application is sufficient to issue a Development Order, only after revisions are made to plans. Submit four revised plan sets for review prior to issuance of the Development Order. Development Review Agenda - Thursday, March 6, 2008 - Page 27 DRC Action Agenda 1.1 _(o R 10'40 am Case Number: FLS2007 -11u_-)1 -- 205 S BELCHER RD Owner(s): Phoenix Properties Inc 2001 9th Avenue #106 Vero Beach, F132960 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email i. s. oe De.c Representative: Frances Freyer C4*** 1675 .Eagle Trace Blvd Palm Harbor, F134685 TELEPHONE: 727 - 798 -6750, FAX: No Fax, E -MAIL: No Email Location: 0.95 acre located on the east side of South Belcher Road, approximately 300 feet north of Rainbow Drive Atlas Page: 290A Zoning District: C, Commercial Request: Flexible Standard Development approval to permit retail sales and services (daycare) in the Commercial (C) District with reductions to the side (south) setback from 10 feet to 4.6 feet (to existing building) and to five feet (to existing and proposed pavement), a reduction to the side (north) setback from 10 feet to 3.5 feet (to existing and proposed pavement) and a reduction to the rear (east) setback from 20 feet to 12 feet (to proposed pavement), under the provisions of Section 2- 703.R. Proposed Use: Retail sales and services Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax,' E -MAIL: No Email Neighborhood No Registered Assocation Association(s): TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wayne Wells, Neil Thompson, Scott Rice, Steve Doherty, Jim Keller, Rick Albee Applicant: Russ Rodriquez, Chris Gettig The DRC reviewed this application with the following comments: General Engineering: 1 . Prior to issuance of a building permit: 1. Turning radii at all driveways shall be a minimum of 30 feet per City of Clearwater Contract Specifications and Standards index #108. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 . No issues. Fire: 1 . * *NOTE ** ITEMS TO BE ADDRESSED FOR BUILDING PERMIT: Fire Alarm, Fire Sprinkler, Rescue Windows, Corridor Seperation, Cooking Equipment Protection, Hazardous Area Protection, Egress Requirements 2. One way drive aisles required to be minimum 20' wide for emergency vehicle access. Provide PRIOR TO DO Harbor Master: 1 . No issues. Legal: 1 , No issues. Land Resources: Development Review Agenda - Thursday, January 3, 2008 - Page 15 DRC Action Agenda 1.1 1 . Show the existing elevations on the drainage plan prior to D.O. Adaitional comments may be forthcoming once this data is received and reviewed. 2. 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 trees to be preserved and how you propose to address these impacts i.e.; crown elevating, 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 relating to tree preservation. Provide prior to building permit. 3 . Show to be removed all punk trees and Brazillian pepper trees prior to D.O. 4. A tree survey is required of all trees, with their canopies, on and within 25' of the property. Additional comments may be forthcoming once this data is received and reviewed. Landscaping: 1 . Depict by shading or crosshatching all required parking lot interior landscaped areas (minimum of 10 percent of the vehicular use area required). 2. Show on the landscape plan the plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names. 3 . Provide typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures. 4. Show on the landscape plan the location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule. 5 . Provide irrigation notes. 6. Sheets SP2 and SP3 - All edges of pavement adjacent to landscape area (including sod) must be curbed with vertical, concrete curbing (including the front of all parking spaces) and all parking spaces are required to have wheel stops. Revise. 7. Sheet SP2 - Since there are overhead utility lines along the front property line, no shade trees should be planted - within 20 feet of these overhead lines. 8. Sheet SP2 - Within the 15 -foot front landscape buffer, Code requires this buffer to be 100% shrubs and ground cover. Recommend, based on the removal of all pavement in front of the building, to create a tiering of shrubs and groundcover in front of the building, with sod in a patterned design. 9. Section 3- 1202.E.1 requires a maximum of 10 parking spaces in a row before an interior landscape island is introduced, however, staff may permit up to a maximum of 15 spaces in a row if necessary. Need to comply with this provision, unless justification can be provided for more than 10 spaces in a row. 10. There are existing trees along the property lines on the subject property or the adjacent properties. Show these adjacent tree locations with their canopies on the landscape plan. Adjust proposed tree locations so as to not plant proposed trees under the canopies of these existing adjacent trees. Parks and Recreation: 1 . No issues - landscaping and parking lot. Stormwater: Development Review Agenda - Thursday, January 3, 2008 - Page 16 DRC Action Agenda 1.1 R The following shall be addressed prior to Development Order: 1. The stormwater quality and attenuation were not addressed. This site is required to meet stormwater retrofit requirement including half credit for all existing impervious area that are to be removed and replaced as new impervious area such as new parking lot or a building placed over an existing parking lot. The applicant shall have a professional engineer sign and seal the civil plans and the stormwater analysis addressing all of the items listed in section E. of the Flexible Standard Application. The stormwater analysis shall include, but not be limited to the following information: Stormwater narrative, drainage calculations, soil analysis and double ring test at the proposed retention pond, seasonal high water table, 24 -hours pond recovery analysis based on the double ring test result. 2. Provide 50' adjacent topography along with the finished floor elevations of structures within the 50' perimeter. The following to be addressed prior to building permit: 1. Provide a Pinellas County permit to tie into their drainage system. 2. Provide an approved SWFWMD permit along with the approved drainage plan from this agency. 3. Per City code, asphalt parking lots shall have a minimum slope of 0.5 %, please revise plan accordingly. ' 4. Show swales along the side property lines and cross sections with existing and proposed elevations. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall submit all information again for review Solid Waste: 1 , Need to address solid waste. Any dumpster enclosure must meet Code requirements and City design specifications. Contact Tom Glenn (562 -4930, 0105). Traffic Engineering: Development Review Agenda - Thursday, January 3, 2008 - Page 17 DRC Action Agwda 1.1 Planning: Ninety (90) degree parking spaces numbered (20 -35) shall have a Dackout drive aisle at a minimum of 24' wide per Community Development Code, Section 3 -1402 A.. 2. Provide a north arrow on the site plan. 3. Provide traffic control signage such as : Stop sign, do not enter signs and oneway signs per current Manual on Uniform Traffic Control Devices (MUTCD). 4. Paint directional arrow markings on the pavement for better internal vehicular circulation. 5. Provide an accessible path from a building's accessible entrance to a public sidewalk along Belcher Road per Florida Accessibility Code for Building Construction Chapter 11, Section 11- 4.3.2.. 6. Provide handicapped parking stall and sign "details" compliant with current City standards. See (Part C Section 100, Index No. 118 &119) http: / /www.myclearwater.com/gov/ depts/ pwa /engin/Production/stddet/index. asp 7. Show 20' x 20' sight visibility triangles at the driveway. There shall be no objects in the sight triangle over the City's acceptable vertical height criteria per City's Community Development Code, Section 3 -904. 8. Prior to doing work along Belcher Road obtain Pinellas County permit for driveway access or other work within Pinellas County Road right -of -way. The above to be addressed prior to a Development Order (D.O.). General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). Rate for Daycare is $5,033.00 per 1,000 sq.ft. given 6,500.16 sq.ft. x $5,033.00/1000 = $32,715.30 credit: rate for general commercial is $3,396 per 1,000 sq.ft. therefore 6,500.16 sq.ft. x $3,396/1000 = $22,074.54 TOTAL owed $32,715.30 - $22,074.54 = $10,640.76 shall be paid to the City prior to a final certificate of occupancy. 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, January 3, 2008 - Page 18 DRC Action Agenda 1.1 f/ 1 . Provide a north arrow and engineering bar scale (minimum scale one inch equals 50 feet) on all sheets. 2 . Provide complete responses to the following flexibility criteria for "retail sales and services" - explain HOW in detail each criteria is achieved: a. Lot size and width: The parcel proposed for development was an existing lot of less than 10,000 square feet and was not in common ownership with any contiguous property on May 1, 1998. b. Height: 1. The increased height results in an improved site plan, landscaping areas in excess of the minimum required or improved design and appearance; 2. The increased height will not reduce the vertical component of the view from any, contiguous residential property. c. Side and rear setback: 1. The reduction in side and rear setback does not prevent access to the rear of any building by emergency vehicles; 2. The reduction in side and rear setback results in an improved site plan, more efficient parking or improved design and appearance; 3. The reduction in side and rear setback does not reduce the amount of landscaped area otherwise required. d. Off - street parking: The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non - parking demand - generating purposes. 3 . Sheet SP2 - Provide the following site data on the plans: a. Land area in acres; b. Total paved area, including all paved parking spaces & driveways, expressed in square feet (vehicular use area [VUA]); c. Building and structure heights; and d. Interior landscape coverage, expressing in both square feet and as a percentage of the vehicular use area (minimum of 10% of VUA required). 4. Show the required sight triangles on both sides of each driveway. 5 . Revise Page 1 of the application for the following: a. Property owner - Phoenix Properties Inc.; b. Add Parcel size (acres) - 0.95 acres; c. Add Parcel size (square feet) - 41,544; and d. Add Proposed use - Retail sales and services (daycare). 6. Provide, in lieu of elevation drawings of all four sides of the buildings, photographs of both buildings (all four sides). 7. Show the location of all outdoor lighting fixtures (or provide notes). 8. Need to address disposal of solid waste. If a dumpster is needed, show location of dumpster and its enclosure, meeting City specifications (must meet required setbacks). If black barrel(s), need to show the location they will be stored (and any screening necessary). 9. Provide on the proposed site plan the dimensions for the following: a. width and angle of any angled parking spaces; b. landscape islands (minimum width- inside curbing is eight feet); c. drive aisles; d. driveways; e. setbacks from the north and south property lines to the existing building on the south side and to the existing /proposed drive aisles and parking spaces; and f. proposed sidewalk on the west side of the building. 10. Must indicate existing pavement and base within the Belcher Road right -of -way from the front property line to the public sidewalk between the driveways to be removed and to be sodded. 11 . Based on the building floor area of 6,242 square feet and a required parking ratio of five spaces per 1,000 square feet, 31 spaces are required (not 35). Revise calculation and reduce the number of provided spaces to the minimum. 12. Remove from both the Existing and Proposed Zoning Data "Maximum lot coverage: 40 %" as this isn't any Code provision. 13 . Revise in both the Existing and Proposed Zoning Data the "Maximum impervious coverage" from 85% to 95 %. Development Review Agenda - Thursday, January 3, 2008 - Page 19 DRC Action Agenda 1.1 14 . Since the Code provisions for setbacks applies to all existing or proposed structures (including sidewalks, buildings and pavement), revise on Sheet SP2 the "Actual setbacks" for front, side (north), side (south) and rear (fill in the ?s): Front is 33.5 feet (to existing building) and "T' feet (to sidewalk); Side (north) is 19.6 feet (to existing buildng) and "T' feet (to pavement); Side (south) is 4.6 feet (to existing building) and "T' feet (to pavement); and Rear is 12 feet (to pavement). 15 . Sheet SP2 - Show the location, type and height of any required fencing for the outdoor play area (also label outdoor play area). 16. Sheets SP2 and SP3 - For 90- degree parking, a 24 -foot wide drive aisle/back out area is required. Parking along the south side does not have the required drive aisle width. Recommend revising to angled parking on the south side. 17. Show or indicate on the site plan the. location of outside mechanical equipment (A/C condensers) and all required screening. 18. Unclear if the existing freestanding sign meets current Code requirements. Signage must be brought into compliance with Code provisions (Section 6- 104.A). A means of compliance would be the removal of the existing freestanding sign. Any attached signage must meet Code requirements. 19. Section 3 -911 requires the undergrounding of the existing overhead utilities on -site for both buildings. 20. Unclear if rear entrance is handicap accessible. if not, will need to obtain appropriate building permits to comply. 21 . John M. Willis signed the Affidavit to Authorize Agent form. What relationship does Mr. Willis have to the owner (Phoenix Properties, Inc.) and does he have signing authority? If no authority, need someone in authority to sign the Affidavit. 22. Based on site inspection and building permit computer records available, fencing of the playground has already occurred, without the benefit of a building permit being issued first. The location of this fence conflicts with proposed parking lot improvements and will be required to be modified accordingly. Concrete areas within the fenced area are shown to be removed according to the submitted plans. Other: No Comments Notes: This application is insufficient to issue a Development Order, based on the severity of the review comments. Need to revise plans and resubmit for additional DRC review (see schedule for resubmittal deadlines and DRC dates). Development Review Agenda - Thursday, January 3, 2008 - Page 20 DRC Action Agcnda 1.1 :40 am Case Number: FLS2007 -11051 -- 205 S BELCHER RD Owner(s): Phoenix Properties Inc 2001 9th Avenue #106 Vero Beach, F132960 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email PrW4 i. s. oa PXCO Representative: Frances Freyer 1675 Eagle Trace Blvd Palm Harbor, F134685 TELEPHONE: 727 - 798 -6750, FAX: No Fax, E -MAIL: No Email Location: 0.95 acre located on the east side of South Belcher Road, approximately 300 feet north of Rainbow Drive Atlas Page: 290A Zoning District: C, Commercial Request: Flexible Standard Development approval to permit retail sales and services (daycare) in the Commercial (C) District with reductions to the side (south) setback from 10 feet to 4.6 feet (to existing building) and to five feet (to existing and proposed pavement), a reduction to the side (north) setback from 10 feet to 3.5 feet (to existing and proposed pavement) and a reduction to the rear (east) setback from 20 feet to 12 feet (to proposed pavement), under the provisions of Section 2- 703.R. Proposed Use: Retail sales and services Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood No Registered Assocation Association(s): TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wayne Wells, Neil Thompson, Scott Rice, Steve Doherty, Jim Keller, Rick Albee Applicant: Francis Freyer The DRC reviewed this application with the following comments: General Engineering: 1 No issues. Environmental: No issues. Fire: 1 , * *NOTE ** ITEMS TO BE ADDRESSED FOR BUILDING PERMIT: Fire Alarm, Fire Sprinkler, Rescue Windows, Corridor Seperation, Cooking Equipment Protection, Hazardous Area Protection, Egress Requirements 2. One way drive aisles required to be minimum 20' wide for emergency vehicle access. Provide PRIOR TO DO Harbor Master: 1 . No issues. Legal: 1 . No issues. Land Resources: Development Review Agenda - Thursday, January 3, 2008 - Page 17 DRC Action Agenda I.I 1 . Show the existing elevations on the drainage plan prior to D.O. Adcutional comments may be forthcoming once this data is received and reviewed. 2. 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 trees to be preserved and how you propose to address these impacts i.e.; crown elevating, 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 relating to tree preservation. Provide prior to building permit. 3 . Show to be removed all punk trees and Brazillian pepper trees prior to D.O. 4. A tree survey is required of all trees, with their canopies, on and within 25' of the property. Additional comments may be forthcoming once this data is received and reviewed. Landscaping: 1 , Depict by shading or crosshatching all required parking lot interior landscaped areas (minimum of 10 percent of the vehicular use area required). 2. Show on the landscape plan the plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names. 3 . Provide typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures. 4. Show on the landscape plan the location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule. 5 . Provide irrigation notes. 6. Sheets SP2 and SP3 - All edges of pavement adjacent to landscape area (including sod) must be curbed with vertical, concrete curbing (including the front of all parking spaces) and all parking spaces are required to have wheel stops. Revise. 7. Sheet SP2 - Since there are overhead utility lines along the front property line, no shade trees should be planted within 20 feet of these overhead lines. 8. Sheet SP2 - Within the 15 -foot front landscape buffer, Code requires this buffer to be 100% shrubs and ground cover. Recommend, based on the removal of all pavement in front of the building, to create a tiering of shrubs and groundcover in front of the building, with sod in a patterned design. 9. Section 3- 1202.E.1 requires a maximum of 10 parking spaces in a row before an interior landscape island is introduced, however, staff may permit up to a maximum of 15 spaces in a row if necessary. Need to comply with this provision, unless justification can be provided for more than 10 spaces in a row. 10. There are existing trees along the property lines on the subject property or the adjacent properties. Show these adjacent tree locations with their canopies on the landscape plan. Adjust proposed tree locations so as to not plant proposed trees under the canopies of these existing adjacent trees. Parks and Recreation: 1 . No issues - landscaping and parking lot. Stormwater: Development Review Agenda - Thursday, January 3, 2008 - Page 18 DRC Action Agenda ] A The following shall be addressed prior to Development Order: 1. The stormwater quality and attenuation were not addressed. This site is required to meet stormwater retrofit requirement including half credit for all existing impervious area that are to be removed and replaced as new impervious area such as new parking lot or a building placed over an existing parking lot. The applicant shall have a professional engineer sign and seal the civil plans and the stormwater analysis addressing all of the items listed in section E. of the Flexible Standard Application. The stormwater analysis shall include, but not be limited to the following information: Stormwater narrative, drainage calculations, soil analysis and double ring test at the proposed retention pond, seasonal high water table, 24 -hours pond recovery analysis based on the double ring test result. 2. Provide 50' adjacent topography along with the finished floor elevations of structures within the 50' perimeter. The following to be addressed prior to building permit: 1. Provide a Pinellas County permit to tie into their drainage system. 2. Provide an approved SWFWMD permit along with the approved drainage plan from this agency. 3. Per City code, asphalt parking lots shall have a minimum slope of 0.5 %, please revise plan accordingly. 4. Show swales along the side property lines and cross sections with existing and proposed elevations. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall submit all information again for review Solid Waste: 1 , Need to address solid waste. Any dumpster enclosure must meet Code requirements and City design specifications. Contact Tom Glenn (562 -4930, 0105). Traffic Engineering: Development Review Agenda - Thursday, January 3, 2008 - Page 19 DRC Action Agenda 1.1 Planning: Ninety (90) degree parking spaces numbered (20 -35) shall have a backout drive aisle at a minimum of 24' wide per Community Development Code, Section 3 -1402 A.. 2. Provide a north arrow on the site plan. 3. Provide traffic control signage such as : Stop sign, do not enter signs and oneway signs per current Manual on Uniform Traffic Control Devices (MUTCD). 4. Paint directional arrow markings on the pavement for better internal vehicular circulation. 5. Provide an accessible path from a building's accessible entrance to a public sidewalk along Belcher Road per Florida Accessibility Code for Building Construction Chapter 11, Section 11- 4.3.2.. 6. Provide handicapped parking stall and sign "details" compliant with current City standards. See (Part C Section 100, Index No. 118 &119) http: / /www.myclearwater. com/gov/ depts/ pwa /engin/Production/stddet/index. asp 7. Show 20'x 20' sight visibility triangles at the driveway. There shall be no objects in the sight triangle over the City's acceptable vertical height criteria per City's Community Development Code, Section 3 -904. 8. Prior to doing work along Belcher Road obtain Pinellas County permit for driveway access or other work within Pinellas County Road right -of -way. The above to be addressed prior to a Development Order (D.O.). General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). Rate for Daycare is $5,033.00 per 1,000 sq.ft. given 6,500.16 sq.ft. x $5,033.00/1000 = $32,715.30 credit: rate for general commercial is $3,396 per 1,000 sq.ft. therefore 6,500.16 sq.ft. x $3,396/1000 = $22,074.54 TOTAL owed $32,715.30 - $22,074.54 = $10,640.76 shall be paid to the City prior to a final certificate of occupancy. 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, January 3, 2008 - Page 20 DRC Action Agenda 1.1 9 10 11 12 13 Provide a north arrow and engineering bar scale (minimum scale one inch equals 50 feet) on all sheets. Provide complete responses to the following flexibility criteria for "retail sales and services" - explain HOW in detail each criteria is achieved: a. Lot size and width: The parcel proposed for development was an existing lot of less than 10,000 square feet and was not in common ownership with any contiguous property on May 1, 1998. b. Height: 1. The increased height results in an improved site plan, landscaping areas in excess of the minimum required or improved design and appearance; 2. The increased height will not reduce the vertical component of the view from any contiguous residential property. c. Side and rear setback: 1. The reduction in side and rear setback does not prevent access to the rear of any building by emergency vehicles; 2. The reduction in side and rear setback results in an improved site plan, more efficient parking or improved design and appearance; 3. The reduction in side and rear setback does not reduce the amount of landscaped area otherwise required. d. Off - street parking: The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non - parking demand- generating purposes. Sheet SP2 - Provide the following site data on the plans: a. Land area in acres; b. Total paved area, including all paved parking spaces & driveways, expressed in square feet (vehicular use area [VUA]); c. Building and structure heights; and d. Interior landscape coverage, expressing in both square feet and as a percentage of the vehicular use area (minimum of 10% of VUA required). Show the required sight triangles on both sides of each driveway. Revise Page 1 of the application for the following: a. Property owner - Phoenix Properties Inc.; b. Add Parcel size (acres) - 0.95 acres; c. Add Parcel size (square feet) - 41,544; and d. Add Proposed use - Retail sales and services (daycare). Provide, in lieu of elevation drawings of all four sides of the buildings, photographs of both buildings (all four sides). Show the location of all outdoor lighting fixtures (or provide notes). Need to address disposal of solid waste. If a dumpster is needed, show location of dumpster and its enclosure, meeting City specifications (must meet required setbacks). If black barrel(s), need to show the location they will be stored (and any screening necessary). Provide on the proposed site plan the dimensions for the following: a. width and angle of any angled parking spaces; b. landscape islands (minimum width inside curbing is eight feet); c. drive aisles; d. driveways; e. setbacks from the north and south property lines to the existing building on the south side and to the existing /proposed drive aisles and parking spaces; and f. proposed sidewalk on the west side of the building. Must indicate existing pavement and base within the Belcher Road right -of -way from the front property line to the public sidewalk between the driveways to be removed and to be sodded. Based on the building floor area of 6,242 square feet and a required parking ratio of five spaces per 1,000 square feet, 31 spaces are required (not 35). Revise calculation and reduce the number of provided spaces to the minimum. Remove from both the Existing and Proposed Zoning Data "Maximum lot coverage: ,40 %" as this isn't any Code provision. Revise in both the Existing and Proposed Zoning Data the "Maximum impervious coverage" from 85% to 95 %. Development Review Agenda - Thursday, January 3, 2008 - Page 21 DRC Action Agcuda 1.1 14 . Since the Code provisions for setbacks applies to all existing or proposed structures (including sidewalks, buildings and pavement), revise on Sheet SP2 the "Actual setbacks" for front, side (north), side (south) and rear (fill in the ?s): Front is 33.5 feet (to existing building) and "T' feet (to sidewalk); Side (north) is 19.6 feet (to existing buildng) and "T' feet (to pavement); Side (south) is 4.6 feet (to existing building) and "T' feet (to pavement); and Rear is 12 feet (to pavement). 15 . Sheet SP2 - Show the location, type and height of any required fencing for the outdoor play area (also label outdoor play area). 16. Sheets SP2 and SP3 - For 90- degree parking, a 24 -foot wide drive aisle/back out area is required. Parking along the south side does not have the required drive aisle width. Recommend revising to angled parking on the south side. 17. Show or indicate on the site plan the location of outside mechanical equipment (A/C condensers) and all required screening. 18. Unclear if the existing freestanding sign meets current Code requirements. Signage must be brought into compliance with Code provisions (Section 6- 104.A). A means of compliance would be the removal of the existing freestanding sign. Any attached signage must meet Code requirements. 19. Section 3 -911 requires the undergrounding of the existing overhead utilities on -site for both buildings. 20. Unclear if rear entrance is handicap accessible. If not, will need to obtain appropriate building permits to comply. 21 . John M. Willis signed the Affidavit to Authorize Agent form. What relationship does Mr. Willis have to the owner (Phoenix Properties, Inc.) and does he have signing authority? If no authority, need someone in authority to sign the Affidavit. 22. Based on site inspection and building permit computer records available, fencing of the playground has already occurred, without the benefit of a building permit being issued first. The location of this fence conflicts with proposed parking lot improvements and will be required to be modified accordingly. Concrete areas within the fenced area are shown to be removed according to the submitted plans. Other: No Comments Notes: This application is insufficient to issue a Development Order, based on the severity of the review comments. Need to revise plans and resubmit for additional DRC review (see schedule for resubmittal deadlines and DRC dates). Development Review Agenda - Thursday, January 3, 2008 - Page 22 DRC Action Agwda 1. Wells, Wayne From: Wells, Wayne Sent: Tuesday, December 18, 2007 7:09 PM To: Albee, Rick; Bertels, Paul; Buszewski, Justyna; Buysse, Beverly A.; Buzzell, William; Chesney, Ed; Clayton, Gina; Doherty, Steve; Dougall- Sides, Leslie; Elbo, Bennett; Everitt, Steven; Glenn, Tom; Gluski, Roberta; Josuns, Sarah; Kader, Art; Keller, James; Kurleman, Scott; Maran, Robert (Bob); Molter, Molly; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Shoberg, Elliot E.; Tefft, Robert; Thompson, Neil; Vo, Phuong; Watkins, Sherry Subject: FW: FLS2OO7 -11051 (205 Belcher, Phoenix Properties) DRC Members - Phuong is correct regarding the site address being 205 South Belcher Rd and on Atlas Page being 29OA. Wayne - - - -- Original Message---- - From: Vo, Phuong Sent: Tuesday, December 18, 2007 1:58 PM To: Watkins, Sherry; Wells, Wayne Subject: FLS2007 -11051 (205 Belcher, Phoenix Properties) Wayne and Sherry, I am not sure who would be the one to make the correction so I send to both of you. I found that the cover page for the above case labels the address (205 N Belcher but I think it is South, and the atlas page on the cover page is 29OA, not 281 A). I use the infor on the cover page and couldn't find the property, so someone may have the same problem as I did. Hope this help. Phuong Map Output Page 1 of 1 Clearwater eConnect GIS Dunedi Clean 9elleair La Le Higf Feat In clea Add http:// publicgis. myclearwater .comiservleticom.esri. esrimap . Esrimap?ServiceName= OVMa... 12/7/2007 ,r wv. sunbiz.org - Department - FState Home Contact Us E- Filing Services Document Searches Page 1 of 2 Forms H Previous on._List. Next..onList Return To List Events No Name History Entity Name Detail by Entity Name Foreign Profit Corporation PHOENIX PROPERTIES INTERNATIONAL, INC. Cross Reference Name PHOENIX PROPERTIES, INC. Filing Information Document Number F99000006415 FEI Number 911953159 Date Filed 12/13/1999 State NV Status ACTIVE Last Event CANCEL ADM DISS /REV Event Date Filed 10/09/2006 Event Effective Date NONE Principal Address 2001 9TH AVENUE SUITE #106 VERO BEACH FL 32960 Changed 10/09/2006 Mailina Address 2001 9TH AVENUE SUITE #106 VERO BEACH FL 32960 Changed 10/09/2006 Registered Agent Name & Address WILLIS, JOHN M 2001 9TH AVENUE SUITE #106 VERO BEACH FL 32960 Address Changed: 10/09/2006 Officer /Director Detail http: / /www. sunbiz. org /scripts /cordet. exe? action= DETFIL &inq_doc_ number= F990000O64... 2/19/2008 Ksunbiz.org -Department -`State Name & Address Title PS WILLIS, JOHN M 2001 9TH AVENUE SUITE #106 VERO BEACH FL 32960 Annual Reports Report Year Filed Date 2005 07/11/2005 2006 10/09/2006 2007 04/25/2007 Document Images 04/25/2007 -- ANNUAL REPORT View image in PDF format 1.0/09 /2006._ -.- ._REINSTATEMENT F iew image in PDF format 07/11/2005 -- ANNUAL REPORT View image in PDF format 04/2.8 /2004_..- .- __AN_NUAL._REPORT View image in PDF format 04/11/2003 -- ANNUAL REPORT View image in PDF format 07/09/2002.___ ANNUAL_ REPORT View image in PDF format 07/02/2001 --ANNUAL REPORT View image in PDF format 05/30 !2000 .... - ..... AN_N.UAL.._REPORT. View image in PDF format 12/13/1999 -- Foreign Profit View image in PDF format Note: This is not official record. See documents if question or conflict. Previous on List Next on List Return To List Events No Name History Home Contact us Document Searches E- Filing Services Forms Help Copyright and Privacy Policies Copyright © 2007 State of Florida, Department of State. Page 2 of 2 Entity Name,! http: / /www. sunbiz. org/ scripts /cordet. exe ?action = DETFIL &inq_doc_number= F990000064... 2/19/2008 Pir -llas County Property Appraiser Information: 18 29 16 00000 230 0500 Page 2 of 6 18 / 29 / 10 / 00000 / 230 / 0500 26- Dec -2007 Jim Smith, CFA Pinellas County Property Appraiser 13:44:57 Ownership Information Non - Residential Property Address, Use, and Sales PHOENIX PROPERTIES INC OBK: 10758 OPG: 0176 2001 9TH AUE #106 UERO BEACH FL 32960 EVAC: Nan -EUAC Comparable sales value as Prop Addr: 205 S BELCHER RD of Jan 1, 2007, based on Census Tract: 267.03 sales from 2005 - 2006: 0 Sale Date OR Book /Page Price (Qual /UnQ) Vac /Imp Plat Information 12/1,999 10;758/ 176 400,000 (Q) I 0000: Book Pgs - 1 /1,998 9,977 11,254 370,000 (U) I 0000: Book Pgs - 10/1,988 6,849/1,197 500,000 (H) I 0000: Book Pgs - 0 /0 O/ 0 0 ( ) 2007 Value EXEMPTIONS Just /Market: 466,600 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed /Cap: 466,600 Institutional Exem: NO Tax Exempt: .000 Historic Exem: 0 Taxable: 466,600 Agricultural: 0 2007 Tax Information District: Cu Seawall: Frontage: -Clearwater View: 07 Tax: 9,302.65 Land Size Unit Land Land Land Front x Depth Price Units Meth 07 Millage: 19.9371 1) 154 x 270 10. 00 41,607. 00 S 07 Spec Asmt: .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save -Our -Homes 4) 0 x 0 .00 .00 cap, 2007 taxes will be : 5) 0 x 0 .00 .00 9,302.65 6) 0 x 0 .00 .00 Without any exemptions, 2007 taxes will be 9,302.65 Short Legal H 154.1FT OF S 1149.1FT OF W 1/4 OF SW 1/4 OF NW 114 Description LESS RD R/W Building Information http: // 136 .174.187.13 /htbin /cgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =1... 12/26/2007 .4 Pir llas County Property Appraiser Information: 18 29 16 00000 230 0S00 Page 3 of 6 Property and Land Use Code descriptions • Building 1 • Building-2 Building #1 18 1 29 f 10 1 00000 1 230 1 0500 :01 26 -Dec -2007 Jim Smith, CFA Pinellas County. Property Appraiser 13:44:57 Commercial Card 01 of 2 Improvement Type: Pre - Engineered Metal Property Address: 205 S BELCHER RD Prop Use: 329 Land Use: 30 Structural E1cm�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Prefinished Metal Height Factor 0 Party Wall None Structural Frame Rigid Frame Roof Frame Steel Truss & Purlin Roof Cover Corrugated Metal Cabinet & Mill None Floor Finish Concrete Finish Interior Finish None Total Units 0 Heating & Air None Fixtures 5 Bath Tile None Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 11972 Effective Age 25 Other Depreciation. 0 Function Depreciation 0 Economic Depreciation 0 Sub Araas C omme:r c i al E xt r a F c at ur c s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 2,829 7) . 00 0 2) Detached Garage .60 819 8) .00 0 3) Canopy .20 1,620 9) .00 0 4) Sales Service Area 1.50 1'!599 10) .00 0 5) 6) .00 0 11) .00 0 6) . 00 0 12) . 00 0 C omme:r c i al E xt r a F c at ur c s Description Dimensions Price Units Value RCD Year 1) ASPHALT 14PK SP 1.75 21800 4,900 4,900 0 2) FENCE 350' 11.00 350 3,850 1,540 1,972 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 .0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 6,440 Building #2 http:// 136 .174.187.13 /htbin/cgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =1... 12/26/2007. t Pinllas County Property Appraiser Information: 18 29 16 00000 230 0500 Page 4 of 6 18 1 29 1 10 1 00000 / 230 1 0500 :02 26- Dec -2007 Jim Smith, CFA Pinellas County Property Appraiser 13:44:57 Commercial Card 02 of 2' Improvement Type: Retail Store Property Address: 205 S BELCHER RD Prop Use: 329 Land Use: 30 S- truc�ural E1�m�n�s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party gall 30% Common Wall Structural Frame None Roof Frame Shed Roof Cover Built Up /Composition Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 0 Bath Tile Hone Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,986 Effective Age 12 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Aromas � omm�r c i a1 E xt r a F� at ur � s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 800 7) .00 0 2) Canopy .25 64 8) .00 0 3) 0 .00 0 9) .00 0 4) 0 .00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) .00 0 � omm�r c i a1 E xt r a F� at ur � s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Map With Property Address (non- vacant) F*_1 F1+ Fil ® R Pq http: // 136 .174.187.13 /htbin/egi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =1... 12/26/2007 Pir Has County Property Appraiser Information: 18 29 16 00000 230 0500 c, U BELCHER 2. Ac 25I - i�� � I W LJ Ld 0 k"U 0 0 iu e� 2 7 (S) 125 B RD 271(5) 205 BEL FR 270(5). 13 QV-O+lwp u-j 32(5) Page 5 of 6 ``. B 2 23 /Cap' LIJ 27O(SI - 7 , I Ac� j. 132400P G — 2 (S) BOULEV ESTATE ,3 _r MOBILE OME PARR 1/8 Mile Aerial Photograph (2002) http: // 136 .174.187.13 /htbin/cgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =1... 12/26/2007 Pinellas County Property Appraiser Information: 18 29 16 00000 230 0500 Page 6 of 6 I Pinellas County Property Appraiser Parcel Information Back to Search Page An explanation of this screen http: //136. 174.187.13 /htbin /cgi- scr3 ?o =1 &a =1 &b =1 &c =1 &t= .16 &s= 4 &t3 =1 &u= 0 &p =1... 12/26/2007 Prop?, ,rty Appraiser General Inr nation: 18/29/16/00000/230 /0500 Cary' ' Interactive Map of this Comparable Sales Back to Query New Tax Collector parcel Listing Results Search Information Page 1 of 4 Question/Comment about this page 18/29/16/00000/230 /0500 Building 2of 2 Building 1 - Data Current as of December 07, 2007 [11:33 am Friday December 7] Nonresidential Property Owner, Address, and Sales Print Pre - Engineered pro et? rty Use: 329 Metal N 154.1FT OF S 1149.1FT OF W 1/4 OF SW 1/4 OF NW 1/4 LESS RD R/W 2007 Exemptions Homestead: No Use: 0% Ownership: 0% Tax Exempt: 0% Government: No Institutional: No Agricultural: $0 Historic: $0 2007 Value 2007 Tax Information Comparable Sales value based on sales from Tax District: CW 2005 -2006: $0 Millage: 19.9371 Just /Market Value: $466,600 Non Ad Valorem Assessments: $.00 Assessed Value/ SOH Cap: $466,600 Taxes: $9,302.65 Histor Taxable Value: $466,600 Taxes without Save - Our -Homes cap: $9,302.65 A si;niCcant taxable value increase may Taxes without any exemptions: $9,302.65 occur when sold. Click here for details.. Owner /Mailing Property Address Sale Date Book/Page Price Q/U V/I Address 12/1999 10758/176 $400,000 Q I PHOENIX PROPERTIES 1/1998 9977/1254 $370,000 U I INC 205 S BELCHER RD 2001 9TH AVE #106 10/1988 6849/1197 $500,000 M I VERO BEACH FL 32960 Plat Year Plat Book/Page(s) Parcel Information Not Platted Book/Page: Land Use: Florist, 10758/0176 Greenhouses (30) Census Tract: Evacuation Zone: NON - 267.03 EVAC http:// www. pcpao.org /general_nadet.php ?pn= 1629180000023005001 12/7/2007 r Proplrty Appraiser - General In' -nation: 18/29/16/00000/230 /0500 Cary' ' Seawall: Land Use Florist, Greenhouses(30) Foundation: Continuous Footing Floor System: Slab on Grade Exterior Wall: Prefinished Metal Roof Frame: Steel Truss & Purlin Roof Cover: Corrugated Metal Height Factor: 0 Floor Finish: Concrete Finish Interior Finish: None Party wall: None Structural Frame: Rigid Frame Cabinet & Mill: None Quality: Average Heating & Air: None Electric: Average Bath Tile: None Fixtures: 5 Total Units: 0 Year Built: 1972 Effective Age: 25 Other Depreciation: 0 Functional Depreciation: 0 Economic Depreciation: 0 Land Information Frontage: None Land Size Unit Value 154 x 270 10.00 Structural Elements Page 2 of 4 View: Units Method 41,607.00 S Onen plot in New Window View Floor: 1 ;Click here if screen is blank 9S� B http: / /www.pcpao.org /general _ nadet.php ?pn = 1629180000023005001 12/7/2007 Propirty Appraiser General In` -nation: 18/29/16/00000/230 /0500 Car(' ' Page 3 of 4 Nonresidential Extra Features Description Dimensions Value/Unit Units Total NewValue ' Depreciated Value Year Asphalt 14PK SP $1.75 2800 $4,900.00 $4,900.00 Unknown Fence 350' $11.00 350 $3,850.00 $1,540.00 1972 http: / /www.pcpao.org /general _ nadet.php ?pn = 1629180000023005001 12/7/2007 Sub Area information Description Building Finished Ft Gross Area Ft2 Factor Effective Ft2 Base Area 2,829 2,829 1.00 2,829 Detached Garage 819 .60 491 Finished Canopy 1,620 .20 324 Sales Service Area 1,599 1,599 1.50 2,399 Total Building Finished SF: 4,428 Total Gross SF: 6,867 Total Effective SF: 6,043 Nonresidential Extra Features Description Dimensions Value/Unit Units Total NewValue ' Depreciated Value Year Asphalt 14PK SP $1.75 2800 $4,900.00 $4,900.00 Unknown Fence 350' $11.00 350 $3,850.00 $1,540.00 1972 http: / /www.pcpao.org /general _ nadet.php ?pn = 1629180000023005001 12/7/2007 1 C ITY OF C LEARWATER POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758 -4748 3 , MUNICIPAL. SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 PLANNING DEPARTMENT April 15, 2008 Doreen Williams Northside Engineering Services, Inc. PO Box 4948 Clearwater, FL 33758 -4948 RE: Development Order - Case FLS2007 -11051 205 S. Belcher Road — Building Block Daycare Dear Ms. Williams: This letter constitutes a Development Order pursuant to Section 4 -202.E of the Community Development Code. On January 3, 2008 and March 6, 2008, the Development Review Committee (DRC) reviewed your request for Flexible Standard Development approval to permit retail sales and services (daycare) in the Commercial (C) District with reductions to the side (south) setback from 10 feet to 4.6 feet (to existing building) and to five feet (to existing and proposed pavement), a reduction to the rear (east) setback from 20 feet to 12 feet (to proposed pavement) and a reduction to the required parking from 31 to 29 spaces, under the provisions of Section 2- 703.R. The DRC recommended approval of the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. The 0.95 acre is located on the east side of South Belcher Road, approximately 300 feet north of Rainbow Drive, and is zoned Commercial (C) District; 2. There has not been a valid business tax receipt (occupational license) at this location since 2001; 3. It is the applicant's proposal to operate a daycare center at this location, which is defined as retail sales and services; 4. Code provisions require parking, landscaping and signage be brought into compliance with Code requirements; 5. The property has been developed with two buildings of a total of 6,275 square feet, with the rear building with four garage doors for parking and storage; 6. The property will be redeveloped with 29 parking spaces to the rear of the main building to be used for the daycare, with a playground area between the parking area and the main building; 7. A total of 31 parking spaces are required based on Code requirements and a reduction to 29 spaces has been justified by a Parking Demand Study, where the rear building will be used for storage only; 8. The existing pavement in front of the main building and the northern driveway will be removed between the public sidewalk within the S. Belcher Road right -of -way and the building and these areas will be landscaped; 9. The existing freestanding sign on the northwest corner of the property will be removed with this proposal; 10. A retention pond will be installed along the north property line with this proposal; "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" 1 6 - �i , • 1 April 15, 2008 Williams — Page 2 11. The property will be landscaped in accordance with Code provisions; 12. There are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Flexibility criteria as per Section 2 -703.R of the Community Development Code; 2. That the development proposal is consistent with the General Applicability criteria as per Section 3- 913 of the Community Development Code; and 3. That the proposed development is compatible with the surrounding area. Conditions of Approval: 1. That the rear building be used for interior parking and storage only; 2. That the existing overhead utilities for both buildings be undergrounded with appropriate permits; 3. That an after - the -fact building permit be obtained for the fencing around the playground; 4. That the landscape plan be amended prior to the issuance of the site development building permit to indicate the Palmetto Palms as a minimum 10 -foot clear truck and the bottlebrush trees a °.minimum of 2" caliper; and 5. That the requirements of the Fire, General Engineering, Stormwater Engineering and Traffic Engineering Departments be complied with prior to the issuance of any building permits: I concur with the findings of the Development Review Committee and, through this letter, - .APPROVE your application for Flexible Standard Development with the above conditions. The approval is based on, and must adhere to, the site plan received April 10, 2008. . Pursuant to Section 4 -303, an application for a building permit shall be made within one year of Flexible Standard Development approval (April 15, 2009). All required certificates of occupancy shall be obtained within two years of the date of issuance of the initial building permit. The building_permit must be obtained within six months of the initial permit application. This timeframe to obtain the initial building permit may be extended for an additional six months for cause by the Community Development Coordinator. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for the Flexible Standard Development approval for a period not to exceed one year and only within the original period of validity. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727 -562 -4504. You can access zoning information for parcels within . the City through our website: www.myclearwater.conilgov/depts/plannin MicMPe14, AICP Planning Director S: (Planning DepartmenAC D BIFlex Standard (FLS)IInactive or Finished CasesWelcher S 0205 Building Block Daycare (C) -Approved WMBelcher S 0205 Development Order 4.15.08.doc `Clearwater February 19, 2008 CITY OF CLEARWATER 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: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 205 S BELCHER RD (FLS2007- 11051) To Surrounding Property Owners: As a property owner within 500 feet of 205 S BELCHER RD, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to permit retail sales and services (daycare) in the Commercial (C) District with reductions to the side (south) setback from 10 feet to 4.6 feet (to existing building) and to five feet (to existing and proposed pavement), a reduction to the rear (east) setback from 20 feet to 12 feet (to proposed pavement) and a reduction to the required parking from 31 to 29 spaces, under the provisions of Section 2- 703.R.. On March 06, 2008, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be March 06, 2008. The City encourages you to participate in the review of this application. You may contact me at 727 -562 -4504 or Wayne.Wells @myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on March 06, 2008 . An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. G' yours, /�/ " 1. ells Planner III Letter of Notification - FLS2007 -11051 - 205 S BELCHER RD BELCHER COMMONS OWNER LLC 825 3RD AVE 36TH FLR NEW YORK NY 10022 - PENINSULA MOTOR CLUB INC 1515 N WESTSHORE BLVD TAMPA FL 33607 - 4599 T B L VENTURES 1814 SHERWOOD CIR CLEARWATER FL 33764 - 6412 BOULEVARD CLEARWATER ASSOCIATE 31200 NORTHWESTERN HWY FARMINGTON HILLS MI 48334 - 5900 PHOENIX PROPERTIES INC 1241 S MILITARY TRL STE G WEST PALM BEACH FL 33415 - 4699 STEVE'S COMPLETE AUTO CNTR 275 S BELCHER RD CLEARWATER FL 33765 - 3907 BELCHER COMMONS EAST OWNER LLC ATTN LIPPMANN, MARK 825 3RD AVE 36TH FLR NEW YORK NY 10022 - CARLISLE MOTORS 2085 GULF TO BAY BLVD CLEARWATER FL 33765 - 3711 SILVESTER, WILLIAM P JR THE SILVESTER, ANNETTE G THE 138 RUNNING SPRING DR PALM DESERT CA 92211 - 3214 LMDC PO BOX 20 BOISE ID 83726 - 0020 GHOVAEE, HOUSH BOULEVARD CLEARWATER 300 BELCHER RD ASSOCIATE CLEARWATER FL 33765 - 31200 NORTHWESTERN HWY FARMINGTON HILLS MI 48334 - 5900 OCEAN PROPERTIES OF CLWTR LLC 3891 COQUINA KEY DR ST PETERSBURG FL 33705 - 4121 RYDER, EARNEST R 140 WELLSPRING CT PFAFFTOWN NC 27040 - 9410 ITT CONTINENTAL BAKING CO PROP TAX DPT 185836WB PO BOX 419627 KANSAS CITY MO 64141 - 6627 V C A REAL PROPERTY ACQUISITIO 12401 W OLYMPIC BLVD LOS ANGELES CA 90064 - SALEH, AHMED Y 510 SECOND AVE # 13E NEW YORK NY 10016 - 8618 BRITISH BUILDING CO LLC PO BOX 868 LARGO FL 33779 - 0868 TWIN PALMS LAND TRUST Clearwater Neighborhood Coalition 205 S Belcher Road 8/15/84 PO Box 8204 Planner Wayne Wells 12360 66TH ST N Clearwater, F133758 FLS2007 -11051 LARGO FL 33773 - 3434 President Joe Evich �j PHOENIX PROPERTIES INC - - - -�_ 1241 S MILITARY TRL STE G WEST PALM BEACH FL 33415 - 4699 NIXIE 034 DEI ..1_. 00 12.!29,/;07 RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED !I UNABLE TO FORWARD MC: 3375847404E9 *1687- 03904 -29 -22 jMBHMgj7-u-8Sgf7f13 - . 1111 1 1111 11 11 fill .1111 1. 1'l, 11' I'll '1 111. it 11 1 1 1 I ` J aa. f.. . .y ••*'"a: CITY OF CLEARWATER 1 tJ'1— '1.4 "�. - ►b���'a. a Q PLANNING DEPARTMENT s,�x_+ros,ara0s.r± CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE Box 4748 CLEARWATER, FLORIDA 33758-4748 T B L VENTURES 1814 SHERWOOD CIR CLEARWATER FL 33764 - 6412 NIXIE 00 0:11.01'too RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD MC: 3:3750474040 *2374-06011-29-25 6 i , JMBqyv )1) JIM 11) IM III) ...... ......... co 100.3 1? V) I M 12121/2007 t1C a' Maiied From 33634 0. US POSTAGE T B L VENTURES 1814 SHERWOOD CIR CLEARWATER FL 33764 - 6412 NIXIE 00 0:11.01'too RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD MC: 3:3750474040 *2374-06011-29-25 6 i , JMBqyv )1) JIM 11) IM III) ...... ......... o 0 CITY OF CLEARWATER Clearwater 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 December 19, 2007 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 205 S BELCHER RD (FLS2007- 11051) To Surrounding Property Owners: As a property owner within 500 feet of 205 S BELCHER RD, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to permit retail sales and services (daycare) in the Commercial (C) District with reductions to the side (south) setback from 10 feet to 4.6 feet (to existing building) and to five feet (to-existing and proposed pavement), a reduction to the side (north) setback from 10 feet to 3.5 feet (to existing and proposed pavement) and a reduction to the rear (east) setback from 20 feet to 12 feet (to proposed pavement), under the provisions of Section 2- 703.R.. On January 03, 2008, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be January 03, 2008. The City encourages you to participate in the review of this application. You may contact me at 727 -562 -4504 or Wayne.Wells @myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on January 03, 2008 . An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, /Y Wayne ells Planner III Letter of Notification - FLS2007 -11051 - 205 S BELCHER RD BELCHER COMMONS OWNER LLC 825 3RD AVE 36TH FLR NEW YORK NY 10022 - PENINSULA MOTOR CLUB INC 1515 N WESTSHORE BLVD TAMPA FL 33607 - 4599 T B L VENTURES 1814 SHERWOOD CIR CLEARWATER FL 33764 - 6412 BOULEVARD CLEARWATER ASSOCIATE 31200 NORTHWESTERN HWY FARMINGTON HILLS MI 48334 - 5900 PHOENIX PROPERTIES INC 1241 S MILITARY TRL STE G WEST PALM BEACH FL 33415 - 4699 STEVE'S COMPLETE AUTO CNTR 275 S BELCHER RD CLEARWATER FL 33765 - 3907 BELCHER COMMONS EAST OWNER LLC ATTN LIPPMANN, MARK 825 3RD AVE 36TH FLR NEW YORK NY 10022 - CARLISLE MOTORS 2085 GULF TO BAY BLVD CLEARWATER FL 33765 - 3711 GHOVAEE, HOUSH 300 BELCHER RD CLEARWATER FL 33765 - OCEAN PROPERTIES OF CLWTR LLC 3891 COQUINA KEY DR ST PETERSBURG FL 33705 - 4121 RYDER, EARNEST R 140 WELLSPRING CT PFAFFTOWN NC 27040 - 9410 ITT CONTINENTAL BAKING CO PROP TAX DPT 185836WB PO BOX 419627 KANSAS CITY MO 64141 - 6627 SILVESTER, WILLIAM P JR THE SILVESTER, ANNETTE G THE 138 RUNNING SPRING DR PALM DESERT CA 92211 - 3214 LMDC PO BOX 20 BOISE ID 83726 - 0020 BOULEVARD CLEARWATER ASSOCIATE 31200 NORTHWESTERN HWY FARMINGTON HILLS MI 48334 - 5900 V C A REAL PROPERTY ACQUISITIO 12401 W OLYMPIC BLVD LOS ANGELES CA 90064 - SALEH, AHMED Y 510 SECOND AVE # 13E NEW YORK NY 10016 - 8618 BRITISH BUILDING CO LLC PO BOX 868 LARGO FL 33779 - 0868 TWIN PALMS LAND TRUST Clearwater Neighborhood Coalition Wayne Wells 8/15/84 PO Box 8204 FLS2007 -11051 12360 66TH ST N Clearwater, F133758 LARGO FL 33773 - 3434 President Joe Evich LEGAL DESCRIPTION: THE WEST 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, LESS THE RIGHT -OF -WAY OF BELCHER ROAD OVER THE WEST 50 FEET THEREOF; LESS THE NORTH 200 FEET THEREOF; AND LESS THE SOUTH 995 FEET THEREOF, THE ABOVER PROPERTY ALSO BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THE SW 1/4 OF THE NW 1/4 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE N00'OB'02 "W, 995.00 FEET, ALONG THE WEST BOUNDARY OF THE SW 1/4 OF THE NW 1/4 OF SAID SECTION 18 (THE CENTERLINE OF BELCHER ROAD); THENCE LEAVING SAID WEST BOUNDARY, S89'40'55 "E, 50.00 FEET, TO A POINT ON THE EAST RIGHT -OF -WAY LINE OF BELCHER ROAD, FOR A POINT OF BEGINNING; THENCE NOO'08'02 "W, 154.02 FEET, ALONG SAID EAST RIGHT -OF -WAY LINE; THENCE, LEAVING SAID EAST RIGHT -OF -WAY LINE, S89'31'47 "E, 270.58 FEET, ALONG A LINE 200.00 FEET SOUTH OF AND PARALLEL TO THE NORTH BOUNDARY OF THE SW 1/4 OF THE NW 1/4 OF SAID SECTION 18; THENCE S00'00'26 "W, 153.29 FEET, ALONG THE EAST BOUNDARY OF THE WEST 1/4 OF THE SW 1/4 OF THE NW 1/4 OF SAID SECTION 18; THENCE N89'40'55 "W, 270.20 FEET, ALONG A LINE 995.00 FEET, NORTH OF AND PARALLEL TO THE SOUTH BOUNDARY OF THE SW 1/4 OF THE NW 1/4 OF SAID SECTION 18, TO THE POINT OF BEGINNING. FLOOD ZONE INFORMATION THE ABOVE DESCRIBED PROPERTY LIES WITHIN, FLOOD ZONE X PER FLOOD INSURANCE RATE MAP 125096 0128G MAP REVISED: 09/03/03 SUR VEY MIFORMA TION SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY: CEODATA SERVICES INC. DENNIS J. EYRE, P.L.S. FLA. REG, No. 2865 DATE: January 21, 2008 SECTION 19, TOWNSHIP 29 S, RANGE 16 E PINELLAS COUNTY, FLORIDA H }Y ti i C i C LAND USE: CG CG FU USAGE: RETAIL SALES & SERVICE RETAIL SALES & SERVICE DAYCARE CENTER RETAIL LOT AREA: 41,616.20 S.F. .955 AC. 41,616.20 S.F. .955 AC. 10,000 S.F. BUILDING COVERAGE: (S.F. & % OF GROSS SITE) 6,275 S.F. 15% 6,275 S.F. 15% N/A GROSS FL06R AREA (S.F.): F.A.R.: 1 6,275 S.F. 0.15 .55 � FRONT: (WEST) 33.5' 33.5' 10' (NORTH & SIDE: SOUTH) 5' 5' 10' 5' 10' REAR: (EAST) 12' 12' 20' BLDG. HEIGHT: 15' 1 -STORY 15' 1 -STORY - -- PAVED VEHICULAR USE AREA: (V. U.A.) 12,570 S.F. 16,453 S.F. - -- IMPERVIOUS SURFACE RATIO: (I.S.R.) 23,520 S.F. .57 29,423 S.F. .71 0.95 OPEN SPACE: (S.F. & % OF GROSS SITE) 18,096 S.F. 43% 12,193 S.F. - -- - -- PARKING LOT INTERIOR LANDSCAPING: (S.F. & % OF V.U.A.) ___ 2,082 S.F. 12.6% 10% PARKING: - -- 29 31 SPACES PARKING CALCULATIONS: 5 SPACES PER 1,000 GFA 6275/1000= 6.275 X 5= 31 SPACES Y 1 9 F E 1 Zf I — 4 1 { t a � y , f J, 1 J i f i — INB OW Cif rn i T f � — rr 1 s Fr X - 1■ 11 tJ SITE DATA EXISTING (E) PROPOSED (P) REQUIRED ZONING: C C C LAND USE: CG CG CG USAGE: RETAIL SALES & SERVICE RETAIL SALES & SERVICE DAYCARE CENTER RETAIL LOT AREA: 41,616.20 S.F. .955 AC. 41,616.20 S.F. .955 AC. 10,000 S.F. BUILDING COVERAGE: (S.F. & % OF GROSS SITE) 6,275 S.F. 15% 6,275 S.F. 15% N/A GROSS FL06R AREA (S.F.): F.A.R.: 6,275 S.F. 0.15 6,275 S.F. 0.15 .55 BLDG. SETBACKS: FRONT: (WEST) 33.5' 33.5' 10' (NORTH & SIDE: SOUTH) 5' 5' 10' 5' 10' REAR: (EAST) 12' 12' 20' BLDG. HEIGHT: 15' 1 -STORY 15' 1 -STORY - -- PAVED VEHICULAR USE AREA: (V. U.A.) 12,570 S.F. 16,453 S.F. - -- IMPERVIOUS SURFACE RATIO: (I.S.R.) 23,520 S.F. .57 29,423 S.F. .71 0.95 OPEN SPACE: (S.F. & % OF GROSS SITE) 18,096 S.F. 43% 12,193 S.F. - -- - -- PARKING LOT INTERIOR LANDSCAPING: (S.F. & % OF V.U.A.) ___ 2,082 S.F. 12.6% 10% PARKING: - -- 29 31 SPACES PARKING CALCULATIONS: 5 SPACES PER 1,000 GFA 6275/1000= 6.275 X 5= 31 SPACES I �y -- ... - -- _ Zo7-110 5 1 k-, �0 5 LEGEND m, o p � EXIST. ELEVATION X 3 �g EXIST. CONTOUR 1 Q ^; • NEW ELEVATION +10,00 tZ ••� �( W NEW CONTOUR W �TTii EXIST. STORM SEWER � f '- C NEW STORM SEWER r O fr z NEW UNDERDRAIN i ■���uss�uss�us����s�i Q ��' EXIST. SAN. SEWER NEW SAN. SEWER ld • Z EXIST, WATER SERVICE ----- m.---- -- ---- 0 Is W NEW WATER SERVICE W NEW INLET NEW SAN. MANHOLE C.O. V NEW CLEAN— OUT(C.O.) ®� ®� e , .�. , ®, e , ® Z NEW BUILDING AREA o Z M fR. NEW ASPHALT NEW CONCRETE CL Z Z We6 TEMP. SILT BARRIER POINT OF CONNECTION F. OF NEW UTILITY TO EXIST, • ON 3 M METER C, it B. F. P. D. BACKFLOW PREVENTION DEVICE EB #5936 v M 4 F.H,A. FIRE HYDRANT ASSEMBLY F.D.C. FIRE DEPARTMENT CONNECTION T.B.O. TEMPORARY BLOW —OFF T. &V. TAP AND VALVE Zoning Approved CITY OF CLEARWATER P A NIN DE T IN DAT INDEX OF SHEETS C1.1 CIVIL SITE DATA C2.1 DEMOLITION SITE PLAN C3.1 STAKING SITE PLAN C3.2 MAINTENANCE OF TRAFFIC C4.1 GRADING, DRAINAGE & UTILITIES SITE PLAN L1.1 LANDSCAPE SITE PLAN L1.2 LANDSCAPE DETAILS L1.3 TREE PRESERVATION PLAN E1.1 ELEVATIONS ORIGINAL RECEIVED APR 10 2000 PLANNING DEPARTMENT CITY OF CLEARWATER Issue Date: 2 -6 -08 Revisions: No, Date Description 1Q 04/08/08 CITY COMMENTS -- ... - -- _ Zo7-110 5 1 k-, �0 5 LEGEND m, o p � EXIST. ELEVATION X 3 �g EXIST. CONTOUR 1 Q ^; • NEW ELEVATION +10,00 tZ ••� �( W NEW CONTOUR W �TTii EXIST. STORM SEWER � f '- C NEW STORM SEWER r O fr z NEW UNDERDRAIN i ■���uss�uss�us����s�i Q ��' EXIST. SAN. SEWER NEW SAN. SEWER ld • Z EXIST, WATER SERVICE ----- m.---- -- ---- 0 Is W NEW WATER SERVICE W NEW INLET NEW SAN. MANHOLE C.O. V NEW CLEAN— OUT(C.O.) ®� ®� e , .�. , ®, e , ® Z NEW BUILDING AREA o Z M fR. NEW ASPHALT NEW CONCRETE CL Z Z We6 TEMP. SILT BARRIER POINT OF CONNECTION F. OF NEW UTILITY TO EXIST, • ON 3 M METER C, it B. F. P. D. BACKFLOW PREVENTION DEVICE EB #5936 v M 4 F.H,A. FIRE HYDRANT ASSEMBLY F.D.C. FIRE DEPARTMENT CONNECTION T.B.O. TEMPORARY BLOW —OFF T. &V. TAP AND VALVE Zoning Approved CITY OF CLEARWATER P A NIN DE T IN DAT INDEX OF SHEETS C1.1 CIVIL SITE DATA C2.1 DEMOLITION SITE PLAN C3.1 STAKING SITE PLAN C3.2 MAINTENANCE OF TRAFFIC C4.1 GRADING, DRAINAGE & UTILITIES SITE PLAN L1.1 LANDSCAPE SITE PLAN L1.2 LANDSCAPE DETAILS L1.3 TREE PRESERVATION PLAN E1.1 ELEVATIONS ORIGINAL RECEIVED APR 10 2000 PLANNING DEPARTMENT CITY OF CLEARWATER Issue Date: 2 -6 -08 Revisions: No, Date Description 1Q 04/08/08 CITY COMMENTS a a V o M 0 00 � 0 W O Wa CD .� OC o � � Q Q W J �4 THIS DRAWING IS AN INSTRUMENT OF'4R ISE AtJ SHALL REMAIN•JHE PROPERTY OF THE ENGINEER, AND SHALL NOT BE REPRODUC�b, 'PUBLISHE�0��.1 SED, tN ANY WAY WITHOUT THE CONSENT OF THE ENGINEER, • n(�COP ltQ T 20Q8JNOI- PUBLISHED � • a� � R Q' 8`. RAM A. GOEL; Ph D;,,PJE. 474 1 COPIES OF THESE PLANSrARE= NO7_�ALIDJNLESS EMBOSSED WITH THE - SiGNING_ENGINEER'S SEAL C1,1 W a a V o M 0 00 � 0 W O Wa CD .� OC N U C1,1 DEMOLITION NOTES DEMOLITION OF THE SITE INCLUDES THE REMOVAL /RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILITY LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. ❑ REMOVE EXISTING ASPHALT & BASE ❑2 REMOVE EXISTING CONC. WALKS & PADS ❑3 REMOVE EXISTING SIGN 4❑ REMOVE EXISTING CURB AT NEAREST EXPANSION JOIN 0 REMOVE EXISTING PLANTERS © REMOVE EXISTING TREES 7 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 959' OF MAX DENSITY. B OFF -SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND PINELLAS COUNTY. 9. ANY EXISTING SIDEWALK ALONG THE PROJECT FRONTAGE THAT IS CURRENTLY DAMAGED OR BECOMES DAMAGED DURING CONSTRUCTION SHALL BE REMOVED & REPLACED AS DIRECTED BY THE COUNTY HIGHWAY INSPECTOR. Q) Waterlinr0..- i� c; (�_� (1. Ly T Q) J .14y� I L�AAh` Tap EL. =73 68 4 S /f•"- -68.73 �°� N ;E =68.73 S lE == 72.20 C;ONTRO 5lffU %TUNE Tap El = 73. h Skunfne, rap f L =_ '•�. i J Skimm !- f-Ie gf P= 00 W /C- %a 00 9 C. �1 ORIGINAL RECEIVED APR 10 2003 PLANNING DEPARTMENT CITY OF CLEARWATER 'rREE LEGEND 1 04/01/08 CITY COMMENTS OAK 04/08/08 PALM PAPER TREE UNKNOWN SCALE: 1"=20' 109 7".0 �20 0 ►1101 40 • Z :2i Q o0 E. °A v oc � 0 P4v Z x I� Mz Z F4 z d e 0 g W z Z YI O 0 Z k Z SM Z M 4 194 Vig Z g . F O ld 3 EB #5936 Zp Issue Date: 2 -6 -08 F- Revisions: No. Date Description 1 04/01/08 CITY COMMENTS Q 04/08/08 CITY COMMENTS 0 co b v � O �o m Lu =o QJ J� Z =L 0 =$ J o� CO) Q �J m N V LN J a W I— Z O J W THIS ORAWING IS AN INSTRl1MENT, OF SOCE AND SHALL REMAIN 'f HE PROPERTY OF THE ENGINEER, AND SHALL NOT-BE RfPRODUCEO,,yIKJBLISH D-OR USED.dN ANY WAY WITHOUT THE CONSENT OF THE ENGIINET. J A� ( COPYRIGHT, 2008 NOT PUBLISHED COPIES OF THESE PLANS ARE NOT VALID UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL W Q cj Q co b v � O �o m Lu =o QJ J� Z =L =$ J o� CO) Q �J m N V 201 ..................... ..................... GROUT TOP OF HOLE 6' LONG PRECAST CONCRETE WHEEL STOP W /HOLE TO ACCEPT #6 o FOR 7 -112" A SNUG FIT FROM EACH END :: :::::: .......................... ........... ...... . .......... 8" CrrrC. Curb 2 - 15 o /DRIVEN THROUGH WHEEL STOP TO COMPACTED SUBBASE Aspholt r /' 2„ PAVING _ -- A.,pho. l _ -- -- - - OnC. g.: L'nknysvn -- - -- - — -- I :::: :::• .::.:.....:::::::• :: III SUBBASE COMPACTED -..... Via:.......•..,•.:.: 13, . `:2 45' E(M) .55'(M) — . . . ;.:.'::: :: ::::::: ::::NOTE LOCATE .: : \ WHEEL STOP U 2 -112' FROM EDGE I EW GRASS ? /I/- nn I irA.ee,T rn T!�!O T • • • • ... .... 0/'s , — .� .eta41•`,� 1 STORY MASONRY ST131ZCTU13l I STORY ORY STEEL STRUCTURE ; FE: Ted. ER IHROOM gy OF CURB NEW AS PER 1/, Of , 11 - Lo,"STOP" SIGN HANDICAP [RAMP DETAIL EXISTING 2' • al\> � �•••••IL••••••••••••••••••••� Curti Conc. u;lt PLAYGROUND OUTDOOR LIGHTING 'I 4' HIGH CHAIN--, LINK FENCE NEW 5' , 4' HIGH CHAIN LINK FENCE III•••••• .�••••I " „ N 89'40 23 W(M) 7 7e•• 270.2 (M - Cbrh �/ Cur3 Ct: t -- i; u t N.T.S. ADJACENT STRUCTURE LFE =75.93 —6' C'LF\ Gole o� ,O1 STORY MASONRY STRUCTURE FFE: 74.9 8" Conc. Curb CI urt• Cut Conc. Asp h"!, 49.33' Pavers J8 dWABUD 12" PEPWIT OAK ONLY FTP - 25 1 -1/2 "R PAPER TREE: BLUE UNKNOWN 1/2" WIDE GALVANIZED METAL BACKGROUND SIGN POST WITH 318" WHITE BORDER HOLES DRILLED v ON 1 " CENTERS AND SYMBOL �mi m It Lu SIGN SPECIFICATIONS Z PARKING BY I" SERIES 'C" 1. 18'k 12" LOGO SIGN WHITE DISABLED LETTERS 2. 2 SIGN COMBINATION BACKGROUND PERMIT 1/2" BLACK BORDER REFLECTIVE SHEETING ONLY J. LETTERS TO BE "C" 1" HIGH SERIES 1.5 4, SIGN TO BE MADE OF WHITE $255 FINE 1 " ALUMINUM BACKGROUND `O 1 " 1 5. POST TO BE MADE OF F.S. 318.18 GALVANIZED STEEL (SEE DETAIL) 3 6" 6. S/GNAGE PER A.D.A. VIP - 554 REOUIREMENTS HANDICAP PARKING SIGN DETAIL N.T.S. ADJACENT STRUCTURE LFE =75.93 —6' C'LF\ Gole o� ,O1 STORY MASONRY STRUCTURE FFE: 74.9 8" Conc. Curb CI urt• Cut Conc. Asp h"!, 49.33' Pavers J8 dWABUD ons: te Description PEPWIT OAK ONLY PALM a�7 fINE PAPER TREE: ea au.0 UNKNOWN 0 GALVANIZED METAL co SIGN POST WITH 318" 0 HOLES DRILLED v ON 1 " CENTERS FINISHED GROUND I "DROP 4 3000 PSI CONC. �o '. 12 SIGN POST DETAIL N.T.S. NOTE. - 1, ALL TRAFFIC CONTROL S/GNAGE TO BE PER CURRENT MANUAL OR UNIFORM TRAFFIC CONTROL SERVICES. 2. ALL OVERHEAD UTILITES TO BE PLACED UNDERGROUND, J. 2 BLACK BARRELS ARE TO BE USED FOR SOLID WASTE, 4. ANY EXISTING SIDEWALK ALONG THE PROPERTY FRONTAGE THAT IS CURRENTLY DAMAGED OR BECOMES DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE COUNTY HIGHWAY INSPECTOR. ADJACENT STRUCTURE LFE =74.65 SHED 1 e AsphGr/t Co verEd Covered J -- v ADJACENT �o STRUCTURE LFE =76.03 1� eLn 0 0 I "Onc. a� ADJACENT o STRUCTURE LFE =76.06 ASp.hc:lt Covered 0 t 'U `Conc. t• h ADJACENT STRUCTURE LFE = 76.28 ADJACENT STRUCTURE LFE = -76.05 ORIGINAL 'overed / REOENED APR 10 2000 PLANNING DEPARTMENT CITY OF CLEARWATER SYMBOL SHALL BE 5 FT. HIGH & WHITE PAINT COLOR HANDICAPPED PAVEMENT SYMBOL N.T.S. TREE LEGEND r ons: te Description & OAK CITY COMMENTS PALM 04/08/08 PAPER TREE: a UNKNOWN SCALE: 1"=20' 20 0 10 /oia�fa, 40 z� Q o0 JIM � Cv Z x� INIsss �_ it 0 P4o M Z Z P4 W ul �F Z < Q Z W s V � Z <M Z M < .c < NJ II o I C) Ida>J 3 E B #5936 k IDate: 2 -6 -08 ons: te Description & 04/01/08 CITY COMMENTS 04/08/08 CITY COMMENTS a 0 O co 0 v g O �mi m It Lu 0 Z m Lu p =a D J m N V z Q a W THIS DRAWING IS AN INSTRUMENT;OF 5 RVICG AND SHALL REMAI% THE:-,PROPERTY OF THE ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLeE7 pR USED IN ANY WAY WITHOUT THE CONSENT OF THE ENGINEER„ • i p . RIGHT .2008 NOT PUBLISHED RA� A. GOEL, Ph.D,, R . #47431 COPIES OF THESE PLANS ARE.�N -VA60 UNLESS EMBOSSED WITH THE SIGNING.;ENG1NEER'S' SEAL W a V a 0 co be v g O �mi m It Lu Li J . Z m Lu p =a 0 J m N V NOTE: All pavement markings to be thermoplastic. fHANDICAPPED SIGN SEE INDEX NO. 119 CONIC. WALK RAMP DOWN CONC, WALK SEE INDEXNO. 109 " WIDE TRAFFIC BLUE STRIPE (TYPICAL) TRAFFIC WHITE 0 6 a' p (TYPICAL) " STROKE - I so .:...CJ'::::::. Asphalt S" Conc. (;ur7� Aspria!t ............................ � Con Z. / S 89'32'45" E M 2455'(M) ` rA 4 T„ JEW GRASS ....... ..._._._........... I ■ ' loin rn �� I STORE' STEEL i FE.a 74.9 l3ATHR00A1 A � � e. OAF I ON' �� `► I` PLAYGROUND -OUTDOOR LIGHTING 4' HIGH CHAIN LINK FENCE Ki7CHFAI NEW 5' CONC. WALK r_FFICF I .' I -1 50' A- - LINK FENCIEIA /Ni l, �� ®'tai\ I ��• d f CL !- l O V � - - --.. _ !, "11,16 •. n , 1 3 � r 9'40 W N 8 23 M 16 I cn . CLEARANCE � 6 /N i i N :•:::;•:;•:::�;;;.; ....... FROM EX. POLE �.-- Lll- a TD RIVEWAY' ' (; on l ( 1(- 1 �. T- 6" WOE TRAFFIC WHITE STRIPE (TYPICAL) 2" (TYPICAL) 17' -0" I HAND ICA FFED STALL DETAIL CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY DATE CHECKED BY TYPICAL SINGLE INDEX NO. M.O. HANDICAPPED STALL 118 REV. DATE DESCRIPTION APP, DESIGNED BY 1 OF 2 M.G. t s 1 04.0 f�r-1 �� Z NEW TRUNCA EDb DOMES TYP.� ::} DISABLED PARKING SIGN -- _ •) Cu/ - FOOT IN111 04 Ec SYMBOL od" cut BLUE BACKGROUND 50 :::::::::::: 30 fa 45 Conc. o, BLACK BORDER C: ! }: Y: A Aa LETTERS Z Q . :. ... .!!! ONLY 13" BLACK BORDER $255 FINE .... •.•.•.:::•.•. `Conc. F.S. 318.18 ° WHITE BACKGROUND BACKGROUND �.... :• f3 ALL LETTERS V 1" SERIES C. -1 5A7n Po t y ° 2" HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE Lf F = = %E �I �:::;::: • , a!f �, . °I L�r 8'X2'-6" CONCRETE MASS. _. FINISH TOP OF MASS LEVEL ... III- APPROXIMATELY 1/2" ABOVE I I of •; I I° . . - LEVEL OF TURF /SOD. G•I 1 E' a'U f° A 8. Nf4NDiCAFFED SIGN DETAIL CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING JACE ly al c REDRAWN BY DATE v LI E`'A6 A.C. 5/99 1 ..�� CHECKED BY TYPICAL HANDICAPPED INDIX N0. t 6" WOE TRAFFIC WHITE STRIPE (TYPICAL) 2" (TYPICAL) 17' -0" I HAND ICA FFED STALL DETAIL CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY DATE CHECKED BY TYPICAL SINGLE INDEX NO. M.O. HANDICAPPED STALL 118 REV. DATE DESCRIPTION APP, DESIGNED BY 1 OF 2 M.G. t s 1 04.0 f�r-1 1 STANDARD PRE - PAINTED 200 45 M, 6" WOE TRAFFIC WHITE STRIPE (TYPICAL) 2" (TYPICAL) 17' -0" I HAND ICA FFED STALL DETAIL CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY DATE CHECKED BY TYPICAL SINGLE INDEX NO. M.O. HANDICAPPED STALL 118 REV. DATE DESCRIPTION APP, DESIGNED BY 1 OF 2 M.G. t • 1 1 C - •- .- CL, t Cut I C vv ADJACENT S f Ri-!C. -1-1-1 R F LFE= /5 93 6 Gal_ u,. s 1 04.0 A::prlYAit 870 STANDARD PRE - PAINTED 200 45 M, DISABLED PARKING SIGN WHITE BORDER - ON-1/8" THICK SHEET Ec SYMBOL od" a ALUMINUM BLUE BACKGROUND 50 _ 30 fa 45 PARKING BY o, BLACK BORDER DISABLED A Aa LETTERS PERMIT Q WHITE BACKGROUND ONLY 13" BLACK BORDER $255 FINE m `Conc. F.S. 318.18 ° WHITE BACKGROUND BACKGROUND < r 0 ALL LETTERS V 1" SERIES C. y ° 2" HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE Lf F = = %E �I 0 • , a!f �, . °I L�r 8'X2'-6" CONCRETE MASS. a b �i FINISH TOP OF MASS LEVEL WITH A SLIGHT III- APPROXIMATELY 1/2" ABOVE I I of •; I I° . . - LEVEL OF TURF /SOD. G•I 1 E' a'U f° A 8. Nf4NDiCAFFED SIGN DETAIL CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING JACE al c REDRAWN BY DATE v LI E`'A6 A.C. 5/99 ..�� CHECKED BY TYPICAL HANDICAPPED INDIX N0. t 12 /99 updated Fine M.G. 119 SIGN DETAIL REV. DATE DESCRIPTION APP. DESIGNED BY MG I OF 1 • 1 1 C - •- .- CL, t Cut I C vv ADJACENT S f Ri-!C. -1-1-1 R F LFE= /5 93 6 Gal_ u,. 1 STORY MASONRY STRUCTURE FFE: 74.9 .T„ l.Ui t) Cut 0 Asphalt Conc. NOTE: 1. ALL TRAFFIC MARKINGS AND SIGNS TO MEET CURRENT M.,U.T.C.D. STANDARDS. 2. ALL EXISTING ONSITE OVERHEAD UTILITY AND COMMUNICATION LINES TO BE PLACED UNDERGROUND 3. DUMPSTER ENCLOSURE TO BE OF SIMILAR MATERIAL AND COLOUR AS THE PRINCIPAL BUILDING, r 49.33 pa ve!'S "'Hf.D 1T • iL_ ...E_NI STRUCTURE _ LF�E _ 7L1-. 6 `a s 1 04.0 A::prlYAit 1 STORY MASONRY STRUCTURE FFE: 74.9 .T„ l.Ui t) Cut 0 Asphalt Conc. NOTE: 1. ALL TRAFFIC MARKINGS AND SIGNS TO MEET CURRENT M.,U.T.C.D. STANDARDS. 2. ALL EXISTING ONSITE OVERHEAD UTILITY AND COMMUNICATION LINES TO BE PLACED UNDERGROUND 3. DUMPSTER ENCLOSURE TO BE OF SIMILAR MATERIAL AND COLOUR AS THE PRINCIPAL BUILDING, r 49.33 pa ve!'S "'Hf.D 1T • iL_ ...E_NI STRUCTURE _ LF�E _ 7L1-. 6 `a 1'E s Spxlng (ft) A B C A::prlYAit 870 200 200 45 M, 350 t,.. OVA 2 I Q od" 2.5" >T{ 50 / D) 30 fa 45 L 50 11 A Z l Q =a 13" r/ In m `Conc. C ?ve < r 0 o SIRUCi Lf F = = %E �I 0 eSO 1 0 0 I I JACE al c v LI E`'A6 ..�� AS,LIITpIt ( \ ® I I tti 'tj ADJA( >TRI ,. = - C L I - C. _ r 1'E b y Work Areo c=:> ■ ■ ■ ■ - D D D D Toper Lenglh•L• ■ 500' �' See Ta61e IT 1 11 S/Axing END Device Spacing •Toper I Tongen7 `( \ crew sRl° SIP, whsn f= I dole L ROAD SPEEDING FINES i'n, ) ( Im ejW amp AV la DOUBLED n fhn so ran WORK 'me " AHEAD WHEN WORKERS xHeeo \ ' Rerae w ewer ROAD romp Sial' nor WDgK PRESENT ., .• rvd nlr■full wMn l AHEAD to " h',e reopened m fM7b. \`� RWff LANE CLOSED ON FAR &DE OF MINOR SIDESTREET DISTANCE BETWEEN SIGNS Speed Spxlng (ft) A B C 40 mob or less 870 200 200 45 M, 350 350 c A L. Toper T■aen i /l 25 >T{ 50 / D) 30 fa 45 L 50 11 A Z l Q =a 0 r/ In m `Conc. C ?ve < r 0 b y Work Areo c=:> ■ ■ ■ ■ - D D D D Toper Lenglh•L• ■ 500' �' See Ta61e IT 1 11 S/Axing END Device Spacing •Toper I Tongen7 `( \ crew sRl° SIP, whsn f= I dole L ROAD SPEEDING FINES i'n, ) ( Im ejW amp AV la DOUBLED n fhn so ran WORK 'me " AHEAD WHEN WORKERS xHeeo \ ' Rerae w ewer ROAD romp Sial' nor WDgK PRESENT ., .• rvd nlr■full wMn l AHEAD to " h',e reopened m fM7b. \`� RWff LANE CLOSED ON FAR &DE OF MINOR SIDESTREET DISTANCE BETWEEN SIGNS Speed Spxlng (ft) A B C 40 mob or less 870 200 200 45 M, 350 350 350 * Sao, heyond the ROAD WORK AHEAD sign or mrdwoy between signs whichever /s less. Table I Device Spacing 1 0 gar. DID- fthr a aw/., (rt) Spree Conet ar i)pe l w type N f mpAl iuEUbr Yark,n eartlmdn or Vartkal P.,M w Om v Toper T■aen I Toper I Team/ 25 25 50 25 50 30 fa 45 P.5 50 30 50 RakD �' WORK ) ¢ AHEAD Table H Topper Len alh - Merge fl2'Lalera! Translllonl Speed L Notes (mph) fft) (Merge! 25 125 b Work Area 30 180 L- WS" _ 35 245 60 rya Q e� 40 320 D D D D D Device [p 45 540 L "WS Spacing For lateral transitions other than 12'. j1 I B Tangent 500' use formulo far L shown In the notes * I ¢ See 717-1 L- Length eof toper In feet Table I RDAD WORK W. Wldh of laterol lronsltron fn feet S• Posted speed Irmfl (mph) 7HRU RaHT TAKE .`y ROAD SPEEDING FINES TRAFFlC NUBT ROAD WORK ) DOUBLED MERGE NAX RIGHT (� WORK ) AHEAD ••� AHEAD WHEN WORKERS LEFT PRESENT RIGHT LANE CLOSED ON FAR SIDE OF INTERSECTION W ?H SWIFM./WT RIie�NT MMIMD MOMENTS 1. The normal procedure is to close on the near side of the Intersection any lane that 2. For intersection approaches reduced to o single lane, left turning movements may Is not led through the Intersection. However, when this results In the closure of ba prohlblfed to maintain oupaclty for through vehlwlor traffic. o rlphf lone Awing srpniflcant rlghl turning movements, hen the right lane any be reslrlcted to rlghl funs Only as shown in thls data/ /. �Teaparory Crosswalk Morkllg iI Bkt awe 4111 L�l -L 4I 4 IlaRW■ .' m gi m ■r®kr . - i IBFSIII■ f1 •, eukuT nonuk to liana// ad■kamo iIKTAt ~ af® 1t IBISWIu dais NDE y I _ ` a LLLIUf slam r� � m a-� HW■D aa■ D °' Imml■ ams-a b 4 4 ii uu alml sloE i,, I Teeporory Cnwxalk uwkrnp I MID -BLOCK SIDEWALK MID -BLOCK SIDEWALK CLOSURE 41U 41Q CLOSURE WITH TEMPORARY WALKWAY CORNER SIDEWALK CLOSURE WITH TEMPORARY CR05SWALKS GENERAL NOTES 1. Only the 51 5 conbolllnp pedestrian flows are shown. Other 7. When construction acllvlfles Involve sidewalks an bath aides work zone sr ns will be ceded of the street, efforts should be made to s e the construction P n b cmirol trait /c on the atreefs. ta0 so (hot both sidewalks are not out of service of the some time. 2. For spacing a( traffic control devices and general TCZ SYMBOLS requirements refer to Index No. 800. Maximum spoclng 8. In the event that sidewalks on both sides of the street are CONDITIONS ® between Darrlmdes, venroat mlefs, drums or tubular morkers closed, pedestrians sholl be guided around the cansiruolion zone. shall not be realer than 25. Work Area g 9. Te ro walkways shall be a minlrwm of 4' wide with a ape ry Y WHERE ANY VEHICLE EQUIPMENT J. Street lighting should e maximum 0.02 Dross slope and a maximum 0.05 wont sla e tau d b considered. p n0 P 9 Type I Or Type IC Barrlarde Or Vertical Pane! g � between romps. Tern�orory walkways less than 5' In width shall WORKERS OR THEIR ACTIVITIES Or Drum f With Steady Burning Light At Night Only 1. 4. For nlphtllme closures use Typa A tlosh/ng wominp flpAls on provide faro 5'x 5 passlnp spore al Intervals not to exceed ENCROACH ON THE SIDEWALK FOR barrlcndea support /ng slgna and closing sidewalks. Use Type C 870. Temporary romps shall meet the requirements for wrD A PERIOD OF MORE THAN 60 MINUTES. (n&.I- Almken AlbyB. Uxdl)abQDrryB/a'd OOH• sleadyburn Ilghfs an chonnellrlrg devices separot /ng the work rasps speer(retl In Index No. 304, General Note: /through 7. Convd4ryBr Urd - SabduNa e00J area from vehlwfar troff /c. Temporary wofkway surraaes and ra�os eb ll be stable, firm, Ilp reslelant, a kept free of any ohelulfons and hoxard, []� Work Zone Sin 5. Pedestrian traffic signal display controlling closed such as holes, debris, mud, construction equipment, stored Sign crosswalks shall be covered or deactivated. materials, etc. Required Lxa7ions For Either Temporary 8. f'asf Mounted Sloss loafed near or anent fo o sidewalk !0. re ro ra Dr Perllldna Curb Ramps. °W mpa ry mps oho terAZrory crosswalk marklnps shall be removed mP shall have a 7'mtnlmum olearance from he bottom of sign to with reopenlrp of fAe sidewalk, unless ofherwlse noted In the the sidewalk. plans. Ail war' and materials associated with oansfruo temporary �x Lane Identification " Direct /on of Traffic orb rasps and temporary crosswalk markings, removal and disposal or tanparory orb roger and temparory crasawalk nark /m/s, old resarotlon fo orlpinal cardlfan shall be gold for os Nolnlanonce or Traffro, lamp Sum. MAINTENANCE OF TRAFFIC 1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR UNPAVED PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE WORK ZONE FOR THE DURATION OF THE CONSTRUCTION PROJECT. IF THE PATHWAY LIES ALONG A DESIGNATED SCHOOL-WALKING ROUTE THEN THE CONTRACTOR MUST PROVIDE ADEQUATE SUPERVISION AND /OR GUIDANCE TO THE SCHOOL AGED STUDENTS AS THEY TRANSVERSE THRU THE WORK ZONE. 2. LANE CLOSURE ALONG BELCHER SHALL NOT OCCUR DURING THE PEAK HOURS OF 7 TO 9 A.M. AND 4 TO 6 P.M. ORIGINAL RECFrVFD APR 10 2000 PLANNING DEPARTMENT CITY OF CLEARWATER SCALE: 1"=20' 20 0 10 20 40 z� o Id It Z Q� W M Z � M 3t Z Nv Id z W ° V � M Z a#40 Z N M Z Z t d Z J� V .II = � F ° 03 E B #5936 °o V �► v Issue Date: 04/02/08 Revisions: No, Date Description 1 0 04/02 2 08 CITY COMM NTS E Cj a co LEI .4 O CO WC A Z mW Q =a 0 r/ In m NQ 0 a 0 W a W Z a THIS DRAWING IS AN INSTRUMENT OF aE CE W SHALL ��tt�A�AIN THE TROPERTY OF THE ENGINEER, AND SHALL NOT BE REPRQDUCED,•PVBQSHED' OR4JSED IN ANX WAY WITHOUT THE CONSENT OF THE ENGINEER. . QCOPYRIGHT 2gOB NOT PUBLISHED � 7 A31 • k 110 ; RAM A. GOEL PN,D: P`E:' 7431 COPIES OF THESE PLANS ;A E•N TeVPI 1`15 'UNLESS EMBOSSED WITH THE SIGN G7'�E�JC�INir1lER'S',SEAL W Q Cj a co LEI .4 O CO WC 2 W Z mW Q =a 'Ow 3• r/ In m NQ C3,2 O P/L NEW 6" CURB SCREEN- it- 7' P/L 2 7 f EXISTING 2" +1 VALLEY CURB MIN. MIN. CONC SPILLWAY W/ C - I II •�' MIN, 3//4" SLOPE SECTION C -C NO PERMANENT CONC OBSTICLES CAN SIDEWALK BE PLACED HERE SCREEN 12' 7'± 12' ---TO EL. 740---, DH W'- 73.5 - - WR. 73. I II - IITiT_ _I 11- SHOW: 71.0 780T.' EL. 7 1. 0 SECTION A A N. T. S. SILT DMH Top EL = 73.68 S IE= 68. 73 5'+ N IE= 68.73 E /E= 69, 68 EX. BLDG. Q i 1p�y 'tip 1y1y � � lyhy SECTION B -B N. T. S. SILT P/L NEW 6" CURB SCREEN- it- 7' NEW ASPHALT 5? VEX. ASPHALT 1a� + O+ +1 Top EL = 73.61 CONTROL S CTURE �EE DETAIL , >� 1 yy y s� C CONC SPILLWAY W/ C - I II •�' 1y i SECTION C -C (-�EW wb ay do Asphalt a' 1p' 1a' „Conc. C g" Unknow 5' 13 ' 6 -• - - 6' CL to ^ �0 N. T. S. Skimmer Top EL = 74.11 SILT OF 15" RCP 0.679,1y'yo SCREEN P/L NEW 6" CURB +1 � 2' 2' 2' 6' Skimmer Height =1.00' NEW ASPHALT 1`�� fig? EX. ASPHALT 11 1 1 w '8 /W IE= 70.00 SECTION D -D N. T. S. SAND BASED SOD SIDES & BOTTOM 111 TOP ELEV. 74.0 = 111.1118 36" IMPERVIOUS BOTTOM 4;1 MEMBRANE ELEV. 1,3"� (30 MIL) 71.0 °�` FILTER MEDIUM , ... ? (SEE SPECS. . .. � SHT C1.2) LH - 6 PVC PERF, - PIPE W/ SOCK 6' INV. ELEV 70.0 HEM ul= I I =_ u_nu- IMPERVIOUS MEMBRANE 3" MIN, LAYER .1 SIDES & ENDS 314 " WASHED GRAVEL (30 MIL) FILTER FABRIC IE= 71.05 W /PERMEABILITY COEF, OF 0.20 CM /SEC NOTE.• NEITHER 1157 ROCK NOR FILTER MEDIA SHALL BE COMPRISED OF LIMESTONE, L/MEROCK OR OTHER CALCIUM CARBONATE AGGREGATE. (SEE SPECIFICATIONS SHEET C1.2) LINDERDRAIN DETAIL N.T.S. 1y' T as 1a. 1y. (b I 1y'66 0 M latiy ^ lyyy ay 1y' CONTROL STRUCTURE BO T. EL. 7 1. 0 yab 1a� + O+ +1 Top EL = 73.61 CONTROL S CTURE �EE DETAIL , >� 1 yy y s� C CONC SPILLWAY W/ C ® 1y i CONST. 30 (-�EW wb ay do Asphalt a' 1p' 1a' „Conc. C g" Unknow 5' 13 ' 6 -• - - 6' CL to ^ �0 -a y1 ` 34, Skimmer Top EL = 74.11 r' a 1y0 x OF 15" RCP 0.679,1y'yo >s a6 x X5.2 B 's + � + s 76 13" 6'0 1601 14 15�a 1 �� 14" 1y' 14" v 75" �3 0 93 13' S 89'���5' E(M) 27 55'(M) 14" 5• 1 UES x W %SPLASHPAO 1 1 + +1 � �1" 1.''K- Skimmer Height =1.00' � +10. /W IE= 70.00 .- 1 7 74.9 7 75.3 E IE= 70.01 IE= 71.05 p U 9 1y p�� y 1� ' tib 0y 0y 0y 0a yy 1° s 1 1 ko sr, sc, -' 61 o 1p. la 6' bo 1p' 1p. bo 8 "" Con c. 1a Curb 1p' 0°' 09 1a. 1a0 I) C /SW 0 14) GRATE INLET a 1y' yy Grote EL = 74.02 ��LJ �/ N IE= 71.63 1yti 1 p 1p + 60 +1b' a10 +16 1b, >�, + �� 1 1y6 ADJACENT y� y0 Asphalt �, 28 pA� +1p1 STRUCTURE o IN- ti +1 Asphalt P LFE =75.93 ap �s� 1N., 1ati y+ 1y', 6 1yR 1p�ry 1p1 boo 1 Oy 1y99 > Conc o CRINOEW JUNC, M.H. . EL. 74,0 C FOOT E20 68.8 TYPE 8) 1 A O �I Cll W61 x 11g LO J -4 O C 1 I + Top EL = 74.18 5 IE= 69.31 1 0 �A,o N IE= 69.23 N + (Sanitary Pipe ^� Through Box) X 1p'O +A 19 Z C 0, INV +1Y0, 0 0� .1a. TOP EL. 74.0 BO T. EL. 7 1. 0 yab 1a� + O+ +1 1' CONTROL S CTURE �EE DETAIL , >� 1 yy y s� C CONC SPILLWAY W/ C ® 1y i CONST. 30 (-�EW wb ay do Asphalt a' 1p' 1a' „Conc. C g" Unknow 5' 13 ' 6 -• - - 6' CL to ^ �0 -a y1 ` 34, � y� 1� r' a 1y0 x OF 15" RCP 0.679,1y'yo >s a6 x X5.2 B 's + � + s 76 13" 6'0 1601 14 15�a 1 �� 14" 1y' 14" v 75" �3 0 93 13' S 89'���5' E(M) 27 55'(M) 14" 5• 1 o CRINOEW JUNC, M.H. . EL. 74,0 C FOOT E20 68.8 TYPE 8) 1 A O �I Cll W61 x 11g LO J -4 O C 1 I + Top EL = 74.18 5 IE= 69.31 1 0 �A,o N IE= 69.23 N + (Sanitary Pipe ^� Through Box) X 1p'O +A 19 Z C 0, INV +1Y0, 0 0� .1a. TOP EL. 74.0 BO T. EL. 7 1. 0 1a� + O+ 74.75 1' CONC SPILLWAY W/ C 1y i 6 i SPLASHPAD fah 1 T FENCE a + l - - - +74.5 7 74.75 `r C CONC SPILLWAY W/ C 1y i i SPLASHPAD fah 1 (SEE DETAIL # 2) UES x W %SPLASHPAO 1 1 + +1 � �1" 1.''K- � +10. p66 1p6ry � .- 1 7 74.9 7 75.3 I STORY STEEL 1 STRUCTURE p6 bah aky py 1 +1a� FFE. 74.9 + 00 +1 +1 +1 1 CONST1r 104 L. F. 1a• 1 OF 12 X15 FRCP ® 0.29q 5' •g� y BATHROOM + A2 x 1 0 h� ^b. w 1 STORY w MASONRY STRUCTURE FIFE: 74.9 10(1 lap TA KITCHEN 1 SWAL 1 (CRA, N� OFFICE 1 1a•°`0 � I I I,I 1a1 1b• 1 T ,b 1 A& Conc. +1a' 73.8 74.2 v x3 L- JX3 1a h 1p +74.0 `b 1a- 1 1a 1 NEW INLET + GRATE EL. 73.6 4-1 INV. EL. 71.3 1p' 74. (SEE DETAIL #3),70 Q O +� E.Y ASPHALT "A I ay M ^ 0 1p' ayy h l Q a h Alp 8 .+�_, „ 270.2 a 1 $ 9 !/ 13 �+ +lp �3 + 7 1 +) 1 1 W >1y +74.16 r� c°o +73. a0 18 RCP IS ^ ^ a, �s �A h p• p• 0 p Q 1 ' +) +7-3.6 t 1 ffu 39 1 ' 1 ' M ^ 1 39 �^ n 14.0 4. pay p aby +> >o 9 "Conc. 1y r, 'cs 9p s a` 0 1$ A A 6 11 I 1 s m b a. �' a• a 1y �S(� FENIa• d„ a° a1 p1 �o a y cr F 1 u+ 1' OMH 1y +> Curb Curb Curb + �> Cut Cut Cut Top EL = 74.37 - ti by >s hry 's a& - IE =70.72 1p y1 +�> 0 Conc. h. s 1 �0 a y. 1 S 1E =68.89 po°' x 10® 1p' a 1 •1a' CONTROL STRUCTURE 61 >s 6 +y 1 g` 6 h N IE= 82'1'* ® e 1b. '� y` ` +1 09 > o Grate L =74.72 1 1 1 1y' 1 1a• rn ' 11p61 + 1 � "� yy) SkirrIM4 Top EL= 74,93 +yo NI + Skimmerieight =1.12' +1 \b ,,%Slot EL =74.41 Slot Width =1.35' E IE =71.27 W IE= 71.20' tip a+ +1a' +1a T Fly +1y� +1y� +1yh +1y6 +1y +1y 1a. IO I r� MASONRY R APPROVED R.C. PREFAB 3'x3 x4 "THICK CONC SLAB I EL, 71,0 I o t-- - - - - -- - - _= O I I_ -- I 1 STORY MASONRY STRUCTURE FFE: 74.9 6 1a' 1 IN Povers ADJACENT STRUCTURE LFE =74.65 S 1�y0 y�y9 LE +1 ( DE T6 DRAIN) +> emu' 1a'L SHED +1a1 1`L j + a - x•,74. Inlet 1y65 Conc, a Top EL =73.95 Flu me6 Pump Top EL = 7J. 75 ' Bo t tom EL = 7Z 32 1 +1 T FENCE ; AN +1y. I � 1y 1 a Asp h y6 Conc. aaa 0. I � 1a1y lay 1x10 4': y5 +1y� 1pd Cove\ + o > 1y 1y1 �srn Co vered 1y•1� "' v � �� 0 ADJACENT D STRUCTURE 1 LFE =76.03 - I O AN IE TO DRA IN) I y11 ati + +1 Lo O - y 1a• 1a• �`�• x � 1 • 1y' 1'6' � p 16 + 16 opa 9 Conc, t�* v ADJACENT + o STRUCTURE 751,0 1y66 a LFE =76.06 Z +lap Asphalt y01 Covere ` A2 1 3� 1y +1 � 1aa +}y 1� yya a 39 > +j37 166 +>�f 1� V p0 1a10 ,0 8" Conc, Curb pg9 a >so +1 1' 1 Curb 161 10 y 1 yy6 a\ Cut + + a0 g. 0+ +1 + +1 1 1y1y+ V . 9y 9a +1a +1a 16 Ab 14jo >� Conc. �1 yb 1l - NON TRAFFIC GRATE ELEV. 73.5 - GREASE SKIMMER (SEE DETAIL) - BOTTOM OF SLOT ELEV. 73.0 - 15" RCP INV. ELEV. 69.0 6' 6- -6" UNDERDRA /N INV. ELEV. 70.0 1 "469 1a01a1 sphalt 1a1� 4.s8 + �t 1pC 1p6 61 0 +1 t ya 6 + +1a' > a`0 + . 1a. `Conc. 4,G, yy bP 1 9 1 �„ N CONTROL STRUCTURE U N.T.S. I•I I I I I I 6" I ■I I I I I I I I I 10" L- - - - -- I•I A- L) 6" 22" GREASE BAFFLE TO BE 114" THICK ALUMINUM w /STAINLESS STEEL ANCHORS SLOT & GREASE BAFFLE DETAIL O N.T.S. ADJACENT STRUCTURE LFE =76.28 o vered J/ 1a'L ADJACENT STRUCTURE LFE = 76.05 w �I 2.: 1 ` TYPE "C" 2' -0" x 3'-l" J 1 CAST IRON GRATE TRAFFIC TYPE SEAT SIDED GRATE 8" CONC, WALL 4000 PSI 9 28 DAYS #4 � @12" O.C.E.W. NOTE: 1. CUT PIPE FLUSH w /INSDE FACE OF WALL. 2. MORTAR BOTTOM TO INLET DETAIL MATCH INVERT OF O OUTFACE PIPE. 2 N.T.S. 4• OPENING IN CURB 1 12' 1 2 1 12" CURB DETAIL) E G NDIN A2 „ Ill - 111.111. 3 6 "x6 "x#lo w M� ,,.' W.W.M. 3000 PSI '�� 111_111 =III_ CONCRETE SECTION A, - A, BOTTOM OF'RETENTION BAS FLUME DETAIL N.T.S. 9 6 PAVEMENT P2 , BOT. OF RETENTION ;,' �� 6••x6 "x#10 W.W.M. BASIN 33 "���� COMPACTED GROUND I :_:.,. ,>.�::.:>';- :_.:_:'':; °' 6" THICK - 1I 3000 PSI CONC. -III �' 711 =III SECTION AZ - A2 N.T.S. I ORIGINAL RECEIVED APR 10 2000 PLANNING DEPARTMENT CITY OF CLEARWATER NORTH SCALE: 1"=20' 20 0 10 20 •'46#10 40 TREE LEGEND 0 OAK jr PALM PAPER TREE UNKNOWN V �V t t4 �F log �0 M z z �V W �r � d z � z W • V M z OM Z V� 4 J =� • t r � E B #5936 Q° V MV NFsComm.: 0803 5ra": N.E.A. Checked By: H.G. Issue Date: 2 -6 -08 Revisions: No. Date Description 0 A nan u r --- I nV U nVnnUn L� I� �nn �I nn0 ,0 Q Q n�Cnl V 0 THIS DRAWING 15 AN INSTRUMENT OF SERVI& ` Q'S-NkL 'REMAIN�THE •PUOPERV OF THE ENGINEER, AND SHALL NOT BE REPRODUCO PUSLISUEED OR USE IN AN1F WAY WITHOUT THE CONSENT OF THE ENGINEER. ; ('C�lCoP I H$ C�08 NO, PQIBLISHED top tE •P RAM A. GOEL, Pit.0., R #74• =':e COPIES OF THESE PLANS 'ARE- OT,' AL•ID UN ESS EMBOSSED WITH THE SIGNING :'-ENGIOE&S SEAL W w Q a Q t.) a (D 0a J o CID Wo _.j cz J Lu z m W Q =a J otz y pJ m N Cj C' .1 � 1aa +}y 1� yya a 39 > +j37 166 +>�f 1� V p0 1a10 ,0 8" Conc, Curb pg9 a >so +1 1' 1 Curb 161 10 y 1 yy6 a\ Cut + + a0 g. 0+ +1 + +1 1 1y1y+ V . 9y 9a +1a +1a 16 Ab 14jo >� Conc. �1 yb 1l - NON TRAFFIC GRATE ELEV. 73.5 - GREASE SKIMMER (SEE DETAIL) - BOTTOM OF SLOT ELEV. 73.0 - 15" RCP INV. ELEV. 69.0 6' 6- -6" UNDERDRA /N INV. ELEV. 70.0 1 "469 1a01a1 sphalt 1a1� 4.s8 + �t 1pC 1p6 61 0 +1 t ya 6 + +1a' > a`0 + . 1a. `Conc. 4,G, yy bP 1 9 1 �„ N CONTROL STRUCTURE U N.T.S. I•I I I I I I 6" I ■I I I I I I I I I 10" L- - - - -- I•I A- L) 6" 22" GREASE BAFFLE TO BE 114" THICK ALUMINUM w /STAINLESS STEEL ANCHORS SLOT & GREASE BAFFLE DETAIL O N.T.S. ADJACENT STRUCTURE LFE =76.28 o vered J/ 1a'L ADJACENT STRUCTURE LFE = 76.05 w �I 2.: 1 ` TYPE "C" 2' -0" x 3'-l" J 1 CAST IRON GRATE TRAFFIC TYPE SEAT SIDED GRATE 8" CONC, WALL 4000 PSI 9 28 DAYS #4 � @12" O.C.E.W. NOTE: 1. CUT PIPE FLUSH w /INSDE FACE OF WALL. 2. MORTAR BOTTOM TO INLET DETAIL MATCH INVERT OF O OUTFACE PIPE. 2 N.T.S. 4• OPENING IN CURB 1 12' 1 2 1 12" CURB DETAIL) E G NDIN A2 „ Ill - 111.111. 3 6 "x6 "x#lo w M� ,,.' W.W.M. 3000 PSI '�� 111_111 =III_ CONCRETE SECTION A, - A, BOTTOM OF'RETENTION BAS FLUME DETAIL N.T.S. 9 6 PAVEMENT P2 , BOT. OF RETENTION ;,' �� 6••x6 "x#10 W.W.M. BASIN 33 "���� COMPACTED GROUND I :_:.,. ,>.�::.:>';- :_.:_:'':; °' 6" THICK - 1I 3000 PSI CONC. -III �' 711 =III SECTION AZ - A2 N.T.S. I ORIGINAL RECEIVED APR 10 2000 PLANNING DEPARTMENT CITY OF CLEARWATER NORTH SCALE: 1"=20' 20 0 10 20 •'46#10 40 TREE LEGEND 0 OAK jr PALM PAPER TREE UNKNOWN V �V t t4 �F log �0 M z z �V W �r � d z � z W • V M z OM Z V� 4 J =� • t r � E B #5936 Q° V MV NFsComm.: 0803 5ra": N.E.A. Checked By: H.G. Issue Date: 2 -6 -08 Revisions: No. Date Description 0 A nan u r --- I nV U nVnnUn L� I� �nn �I nn0 ,0 Q Q n�Cnl V 0 THIS DRAWING 15 AN INSTRUMENT OF SERVI& ` Q'S-NkL 'REMAIN�THE •PUOPERV OF THE ENGINEER, AND SHALL NOT BE REPRODUCO PUSLISUEED OR USE IN AN1F WAY WITHOUT THE CONSENT OF THE ENGINEER. ; ('C�lCoP I H$ C�08 NO, PQIBLISHED top tE •P RAM A. GOEL, Pit.0., R #74• =':e COPIES OF THESE PLANS 'ARE- OT,' AL•ID UN ESS EMBOSSED WITH THE SIGNING :'-ENGIOE&S SEAL W w Q a Q t.) a (D 0a J o CID Wo _.j cz J Lu z m W Q =a J otz y pJ m N Cj C' .1 yb 1l - NON TRAFFIC GRATE ELEV. 73.5 - GREASE SKIMMER (SEE DETAIL) - BOTTOM OF SLOT ELEV. 73.0 - 15" RCP INV. ELEV. 69.0 6' 6- -6" UNDERDRA /N INV. ELEV. 70.0 1 "469 1a01a1 sphalt 1a1� 4.s8 + �t 1pC 1p6 61 0 +1 t ya 6 + +1a' > a`0 + . 1a. `Conc. 4,G, yy bP 1 9 1 �„ N CONTROL STRUCTURE U N.T.S. I•I I I I I I 6" I ■I I I I I I I I I 10" L- - - - -- I•I A- L) 6" 22" GREASE BAFFLE TO BE 114" THICK ALUMINUM w /STAINLESS STEEL ANCHORS SLOT & GREASE BAFFLE DETAIL O N.T.S. ADJACENT STRUCTURE LFE =76.28 o vered J/ 1a'L ADJACENT STRUCTURE LFE = 76.05 w �I 2.: 1 ` TYPE "C" 2' -0" x 3'-l" J 1 CAST IRON GRATE TRAFFIC TYPE SEAT SIDED GRATE 8" CONC, WALL 4000 PSI 9 28 DAYS #4 � @12" O.C.E.W. NOTE: 1. CUT PIPE FLUSH w /INSDE FACE OF WALL. 2. MORTAR BOTTOM TO INLET DETAIL MATCH INVERT OF O OUTFACE PIPE. 2 N.T.S. 4• OPENING IN CURB 1 12' 1 2 1 12" CURB DETAIL) E G NDIN A2 „ Ill - 111.111. 3 6 "x6 "x#lo w M� ,,.' W.W.M. 3000 PSI '�� 111_111 =III_ CONCRETE SECTION A, - A, BOTTOM OF'RETENTION BAS FLUME DETAIL N.T.S. 9 6 PAVEMENT P2 , BOT. OF RETENTION ;,' �� 6••x6 "x#10 W.W.M. BASIN 33 "���� COMPACTED GROUND I :_:.,. ,>.�::.:>';- :_.:_:'':; °' 6" THICK - 1I 3000 PSI CONC. -III �' 711 =III SECTION AZ - A2 N.T.S. I ORIGINAL RECEIVED APR 10 2000 PLANNING DEPARTMENT CITY OF CLEARWATER NORTH SCALE: 1"=20' 20 0 10 20 •'46#10 40 TREE LEGEND 0 OAK jr PALM PAPER TREE UNKNOWN V �V t t4 �F log �0 M z z �V W �r � d z � z W • V M z OM Z V� 4 J =� • t r � E B #5936 Q° V MV NFsComm.: 0803 5ra": N.E.A. Checked By: H.G. Issue Date: 2 -6 -08 Revisions: No. Date Description 0 A nan u r --- I nV U nVnnUn L� I� �nn �I nn0 ,0 Q Q n�Cnl V 0 THIS DRAWING 15 AN INSTRUMENT OF SERVI& ` Q'S-NkL 'REMAIN�THE •PUOPERV OF THE ENGINEER, AND SHALL NOT BE REPRODUCO PUSLISUEED OR USE IN AN1F WAY WITHOUT THE CONSENT OF THE ENGINEER. ; ('C�lCoP I H$ C�08 NO, PQIBLISHED top tE •P RAM A. GOEL, Pit.0., R #74• =':e COPIES OF THESE PLANS 'ARE- OT,' AL•ID UN ESS EMBOSSED WITH THE SIGNING :'-ENGIOE&S SEAL W w Q a Q t.) a (D 0a J o CID Wo _.j cz J Lu z m W Q =a J otz y pJ m N Cj C' .1 CONTROL STRUCTURE U N.T.S. I•I I I I I I 6" I ■I I I I I I I I I 10" L- - - - -- I•I A- L) 6" 22" GREASE BAFFLE TO BE 114" THICK ALUMINUM w /STAINLESS STEEL ANCHORS SLOT & GREASE BAFFLE DETAIL O N.T.S. ADJACENT STRUCTURE LFE =76.28 o vered J/ 1a'L ADJACENT STRUCTURE LFE = 76.05 w �I 2.: 1 ` TYPE "C" 2' -0" x 3'-l" J 1 CAST IRON GRATE TRAFFIC TYPE SEAT SIDED GRATE 8" CONC, WALL 4000 PSI 9 28 DAYS #4 � @12" O.C.E.W. NOTE: 1. CUT PIPE FLUSH w /INSDE FACE OF WALL. 2. MORTAR BOTTOM TO INLET DETAIL MATCH INVERT OF O OUTFACE PIPE. 2 N.T.S. 4• OPENING IN CURB 1 12' 1 2 1 12" CURB DETAIL) E G NDIN A2 „ Ill - 111.111. 3 6 "x6 "x#lo w M� ,,.' W.W.M. 3000 PSI '�� 111_111 =III_ CONCRETE SECTION A, - A, BOTTOM OF'RETENTION BAS FLUME DETAIL N.T.S. 9 6 PAVEMENT P2 , BOT. OF RETENTION ;,' �� 6••x6 "x#10 W.W.M. BASIN 33 "���� COMPACTED GROUND I :_:.,. ,>.�::.:>';- :_.:_:'':; °' 6" THICK - 1I 3000 PSI CONC. -III �' 711 =III SECTION AZ - A2 N.T.S. I ORIGINAL RECEIVED APR 10 2000 PLANNING DEPARTMENT CITY OF CLEARWATER NORTH SCALE: 1"=20' 20 0 10 20 •'46#10 40 TREE LEGEND 0 OAK jr PALM PAPER TREE UNKNOWN V �V t t4 �F log �0 M z z �V W �r � d z � z W • V M z OM Z V� 4 J =� • t r � E B #5936 Q° V MV NFsComm.: 0803 5ra": N.E.A. Checked By: H.G. Issue Date: 2 -6 -08 Revisions: No. Date Description 0 A nan u r --- I nV U nVnnUn L� I� �nn �I nn0 ,0 Q Q n�Cnl V 0 THIS DRAWING 15 AN INSTRUMENT OF SERVI& ` Q'S-NkL 'REMAIN�THE •PUOPERV OF THE ENGINEER, AND SHALL NOT BE REPRODUCO PUSLISUEED OR USE IN AN1F WAY WITHOUT THE CONSENT OF THE ENGINEER. ; ('C�lCoP I H$ C�08 NO, PQIBLISHED top tE •P RAM A. GOEL, Pit.0., R #74• =':e COPIES OF THESE PLANS 'ARE- OT,' AL•ID UN ESS EMBOSSED WITH THE SIGNING :'-ENGIOE&S SEAL W w Q a Q t.) a (D 0a J o CID Wo _.j cz J Lu z m W Q =a J otz y pJ m N Cj C' .1 CAST IRON GRATE TRAFFIC TYPE SEAT SIDED GRATE 8" CONC, WALL 4000 PSI 9 28 DAYS #4 � @12" O.C.E.W. NOTE: 1. CUT PIPE FLUSH w /INSDE FACE OF WALL. 2. MORTAR BOTTOM TO INLET DETAIL MATCH INVERT OF O OUTFACE PIPE. 2 N.T.S. 4• OPENING IN CURB 1 12' 1 2 1 12" CURB DETAIL) E G NDIN A2 „ Ill - 111.111. 3 6 "x6 "x#lo w M� ,,.' W.W.M. 3000 PSI '�� 111_111 =III_ CONCRETE SECTION A, - A, BOTTOM OF'RETENTION BAS FLUME DETAIL N.T.S. 9 6 PAVEMENT P2 , BOT. OF RETENTION ;,' �� 6••x6 "x#10 W.W.M. BASIN 33 "���� COMPACTED GROUND I :_:.,. ,>.�::.:>';- :_.:_:'':; °' 6" THICK - 1I 3000 PSI CONC. -III �' 711 =III SECTION AZ - A2 N.T.S. I ORIGINAL RECEIVED APR 10 2000 PLANNING DEPARTMENT CITY OF CLEARWATER NORTH SCALE: 1"=20' 20 0 10 20 •'46#10 40 TREE LEGEND 0 OAK jr PALM PAPER TREE UNKNOWN V �V t t4 �F log �0 M z z �V W �r � d z � z W • V M z OM Z V� 4 J =� • t r � E B #5936 Q° V MV NFsComm.: 0803 5ra": N.E.A. Checked By: H.G. Issue Date: 2 -6 -08 Revisions: No. Date Description 0 A nan u r --- I nV U nVnnUn L� I� �nn �I nn0 ,0 Q Q n�Cnl V 0 THIS DRAWING 15 AN INSTRUMENT OF SERVI& ` Q'S-NkL 'REMAIN�THE •PUOPERV OF THE ENGINEER, AND SHALL NOT BE REPRODUCO PUSLISUEED OR USE IN AN1F WAY WITHOUT THE CONSENT OF THE ENGINEER. ; ('C�lCoP I H$ C�08 NO, PQIBLISHED top tE •P RAM A. GOEL, Pit.0., R #74• =':e COPIES OF THESE PLANS 'ARE- OT,' AL•ID UN ESS EMBOSSED WITH THE SIGNING :'-ENGIOE&S SEAL W w Q a Q t.) a (D 0a J o CID Wo _.j cz J Lu z m W Q =a J otz y pJ m N Cj C' .1 nan u r --- I nV U nVnnUn L� I� �nn �I nn0 ,0 Q Q n�Cnl V 0 THIS DRAWING 15 AN INSTRUMENT OF SERVI& ` Q'S-NkL 'REMAIN�THE •PUOPERV OF THE ENGINEER, AND SHALL NOT BE REPRODUCO PUSLISUEED OR USE IN AN1F WAY WITHOUT THE CONSENT OF THE ENGINEER. ; ('C�lCoP I H$ C�08 NO, PQIBLISHED top tE •P RAM A. GOEL, Pit.0., R #74• =':e COPIES OF THESE PLANS 'ARE- OT,' AL•ID UN ESS EMBOSSED WITH THE SIGNING :'-ENGIOE&S SEAL W w Q a Q t.) a (D 0a J o CID Wo _.j cz J Lu z m W Q =a J otz y pJ m N Cj C' .1 C' .1 S /F=,712. 20 v CONTROL 7Tet C'T IRE DASH ............... i .. c1 :.. 1 op El_ = 75 C1 Top EL . S !!_ - =6 ,:1 >3 : :: a� , 5kimrri; i H eight= 1.0% 2� F !E 70.01 ffm MM EM ow ® 1,� " P l/ c he `: - 8 C:;rt:- ... F.=--,74. 0,2 p:... ........ - ?f�......:::: ( 1 su; :ail ............. ..................:........ ............................ :: a r !4mR ' y 4 f 3 TRIP TO NEW 5' WALK-1 TO MA TCH EX line Qr • e Do .c 1, Ot STOW , O 0 0 LU Uj • R; ,N '3 } O O � O Tl l � • e � i � of ri 11,+� $3.k u�r• r r Y �: c�l ; tiX.4 • C �. 1, n•'` !; A'.1 �� r O �M }�,}, .� ' O O X11 60 v , sT e% . a Tbp 15 IE PLANTED MATERIAL s '� Q�''� • F '1 t y,,N§ i� ooA} a O O M4ti rl` NOT EXCEED TIN HEIGHT n 7t 7P 9p n n op .n 4.` 7� �■ ®��, 41, ar.�ar o :+ar+e eol a+ar+ fir*_ 1M -0.0, a-.2US 1 T4 rl+e nor. +o►,�o.+ar .ao.�o.�a►.r�r.�►: �.�►.+er.,n� I ►W I STORY TEFL STRUCTURE 1F I ! FE: 74.9 9 3A/HROOM 1 STORY MASONRY STRUCTURE FFE: 74.9 u aY` wko- 0//S'w ADJACENT STRUCTI_JRE LFE=75.93 37 I Pavers .Asphalt !... 14" ADJACENT STRUCTURE LFE= 74.65 1Q 10:1 TV � aeoo + }a'r:7v>• "• r,`' `_ 3Ro � � ,.:4, 1, MY 71E i IM I PKA 10"M �mr p e1 r, E ma 73.87-* 3.8 '- - - -- viC Cone : av 4 +74.0 - - - ' -- -- - - -- - -- - - - CR 37 - - - - 'f _ : 72 � � -�.. - _ -- TF 74.2 Qv to 3 73.8 �%.:. '- YH SP a 1 STORY ' MASONRY 40 ;. STRUCTURE :- O Q 65 TF _ f�:; FIFE: 74.9 : : : : :: s :N - + SOCJ � Mqr YH 74.0 744 os - _ -- f - - IN 89'40") ?'0.' 'f t „1 j im Cut J/I, Londscope M /nle t Top EZ =7A9.5 Pump Top EL =77.?5 Bottum EZ=72,J2 F Conc. Fl,, me I_ Asp? R It 1 cop c. Co vera_ d _Ca vexed ADJACENT STRUCTURE p L.FE= 76.03 - Conc, Code Name aj ADJACEN T t 0 STRUCTURE RCP Em � b 161M Asphalt Covered . I Sabal Palmetto 'f5?" conc. \$ B&B Robust 10' c-f DA4H 5 Cunt) Top FL = 74 7 Quercus Vir 9 iniono Cr , ^, r.. E /E= ,717.72 S /E =6389 2.5 Cal. CON'fRQ 3 TRUC7U.RC Grate EL == 74.72 Sign Po, t : :,:�1�;:::.`;: SkiI rrer Top FI_= 79.' ?3 30 -Gal. 2.5 Cal. Skin-u�)er Ileiyht '1,11 ':'.a•:; ?:::::::`� �_ Slot E'!_ =7x1.41 Ulmas Aloto - - -�� Slot icily- 1.3:_, 30 -Gal. 2.5 Cal. 8 -10' 13 1N IE =- 71.70' Taxodium Distichum Baled Cypress 30 -Gal. 2.5 Cal. l) 8 CR Collistemon Rigidus Bottlebrush Tree 30 -Gal. �.� 10' -12' Shrub 107 `7 I - -- - Concorpus erectus sericeus Silver Buttonwood 3 -Gal. 24 oa 14 " -24" u aY` wko- 0//S'w ADJACENT STRUCTI_JRE LFE=75.93 37 I Pavers .Asphalt !... 14" ADJACENT STRUCTURE LFE= 74.65 1Q 10:1 TV � aeoo + }a'r:7v>• "• r,`' `_ 3Ro � � ,.:4, 1, MY 71E i IM I PKA 10"M �mr p e1 r, E ma 73.87-* 3.8 '- - - -- viC Cone : av 4 +74.0 - - - ' -- -- - - -- - -- - - - CR 37 - - - - 'f _ : 72 � � -�.. - _ -- TF 74.2 Qv to 3 73.8 �%.:. '- YH SP a 1 STORY ' MASONRY 40 ;. STRUCTURE :- O Q 65 TF _ f�:; FIFE: 74.9 : : : : :: s :N - + SOCJ � Mqr YH 74.0 744 os - _ -- f - - IN 89'40") ?'0.' 'f t „1 j im Cut J/I, Londscope M /nle t Top EZ =7A9.5 Pump Top EL =77.?5 Bottum EZ=72,J2 F Conc. Fl,, me I_ Asp? R It 1 cop c. Co vera_ d _Ca vexed ADJACENT STRUCTURE p L.FE= 76.03 - Conc, Code Name aj ADJACEN T t 0 STRUCTURE - - - -� LFE =76.06 - - - -- Asphalt Covered SP I Sabal Palmetto Palmetto B&B Robust 10' c-f 5 QV WO Quercus Vir 9 iniono Southern Live Oak 30 -Gal. 2.5 Cal. 10' 3 AF Acer Rubrum 'Florida Flame" Florida Flame Red Maple 30 -Gal. 2.5 Cal. I`hI 9 WE Ulmas Aloto i� 30 -Gal. 2.5 Cal. 8 -10' 13 -1•.J Taxodium Distichum Baled Cypress 30 -Gal. 2.5 Cal. l) 8 CR Collistemon Rigidus Bottlebrush Tree 30 -Gal. �.� 10' -12' Shrub 107 CB - -- - Concorpus erectus sericeus Silver Buttonwood 3 -Gal. 24 oa 14 " -24" ;\ 47 IN 0 liex Vomitoria "Nana" Dwarf Yaupon 3 -Gal. : 12 14 " -24" 145 JM I i I Josminum Multiflorum Downey Jasmine ". . 24 " 0. C. u aY` wko- 0//S'w ADJACENT STRUCTI_JRE LFE=75.93 37 I Pavers .Asphalt !... 14" ADJACENT STRUCTURE LFE= 74.65 1Q 10:1 TV � aeoo + }a'r:7v>• "• r,`' `_ 3Ro � � ,.:4, 1, MY 71E i IM I PKA 10"M �mr p e1 r, E ma 73.87-* 3.8 '- - - -- viC Cone : av 4 +74.0 - - - ' -- -- - - -- - -- - - - CR 37 - - - - 'f _ : 72 � � -�.. - _ -- TF 74.2 Qv to 3 73.8 �%.:. '- YH SP a 1 STORY ' MASONRY 40 ;. STRUCTURE :- O Q 65 TF _ f�:; FIFE: 74.9 : : : : :: s :N - + SOCJ � Mqr YH 74.0 744 os - _ -- f - - IN 89'40") ?'0.' 'f t „1 j im Cut J/I, Londscope M /nle t Top EZ =7A9.5 Pump Top EL =77.?5 Bottum EZ=72,J2 F Conc. Fl,, me I_ Asp? R It 1 cop c. Co vera_ d _Ca vexed ADJACENT STRUCTURE p L.FE= 76.03 - Conc, Code Name aj ADJACEN T t 0 STRUCTURE - - - -� LFE =76.06 - - - -- Asphalt Covered SP O ADJACENT ;> STRUCTURE LFE =76.28 �c �- G'o ve;•ed J ' of ADJACENT STRUCTURE I_FE =76.05 a Con C. Covered Type Quantity Code Name Symbol Scientific Name Common Name Container Size Caliper Size q Tree 11 SP O Sabal Palmetto Palmetto B&B Robust 10' c-f 5 QV WO Quercus Vir 9 iniono Southern Live Oak 30 -Gal. 2.5 Cal. 10' 3 AF Acer Rubrum 'Florida Flame" Florida Flame Red Maple 30 -Gal. 2.5 Cal. 0 -10' 9 WE Ulmas Aloto Winged Elm 30 -Gal. 2.5 Cal. 8 -10' 13 BC Taxodium Distichum Baled Cypress 30 -Gal. 2.5 Cal. 8' -10' 8 CR Collistemon Rigidus Bottlebrush Tree 30 -Gal. �.� 10' -12' Shrub 107 CB Concorpus erectus sericeus Silver Buttonwood 3 -Gal. 24 oa 14 " -24" 47 IN 0 liex Vomitoria "Nana" Dwarf Yaupon 3 -Gal. : 12 14 " -24" 145 JM 0 Josminum Multiflorum Downey Jasmine 3 -Gal 24 " 0. C. 14)1-24 " 120 YH 11ex Vomitoria Yaupon Holly 3 -Gal 12 14 " -24" Flowering Tree 4 LT 0 Lagerstroemia Indico "Tuscarora" Tuscarora Crape Myrtle 30 -Gal. 2" 8' -10' oa. Ground Cover 30 DB Dione/lo Tosmonica "Blushy" Vorigoted Flax Lily 1 -Gal 14 " 314 'Vv TF ' -' ' -' ' Trachelospermum Asioticum "Flowerwood ' Longleaf Asian Jasmine 1 -Gal. 24 0. C. Grass SOD ............ Pospa/um notatum 'Argentine" Bahia Grass Sod ORIGINAL RECEIVED APR 10 2000 PLANNING DEPARTMENT CITY Op CI PAC"A,Airn TREE LEGEND SCALE: V=20' 20 0 10 20 40 • z 2 0° V . � CV Z xi e MZM Z nW ' Z id o A w a W e Z w z Q 16 Z o� � =O J e 3 E B #5936 NES Comm.: 0803 Drawn By: N.E.A. Checked By: H.G. Issue Date: 2 -6 -08 Revisions: No. Date Descri tion W 04/01/D8 CITY COMMENTS 0 PALM PAPF_R TREE ulvlovow SCALE: V=20' 20 0 10 20 40 • z 2 0° V . � CV Z xi e MZM Z nW ' Z id o A w a W e Z w z Q 16 Z o� � =O J e 3 E B #5936 NES Comm.: 0803 Drawn By: N.E.A. Checked By: H.G. Issue Date: 2 -6 -08 Revisions: No. Date Descri tion W 04/01/D8 CITY COMMENTS 0 0 co 0 WO 0 Z Uj mW � J 0 H m OJ N V a W W o. a cn 0 Z a THIS DRAWING 15 AN INSTRUMENT OF SERVIA C'1 1> SH(A1,.LE_AEMAWTHE' PR0 PERJ�11'' OF THE ENGINEER, AND SHALL NOT BE REPRODUCED, _ PLOL kl) OR USED, IN ANY WAY.WITHOUT THE CONSENT OF THE ENGINEER. OCOPY 0 k1�HjT62008 NOT J?UBLISHED t ► l :1 : PSRAMA.00E*L41 h:�:, %P.:E. COPIES OF THESE PLANS ARE NOTrVALID UNLESS" EMBOSSED WITH THE SIGNING ENGINEER'S SEAL W W a a 0 co WO _.J V U. J Z Uj mW � J =a o3� H m OJ N V IIL1,1 WATER WELL: 4" HIGH AT SHRUB, NO WATER WELL AT LAWN AREA. 2 X ROOTBALL 12" AT 1 GALLON 22" AT 5 GALLON 32" AT 15 GALLON SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO 2" DEPTH AT WATER WELL. r- FINISHED GRADE. PLANT TABLETS AS NOTED OR SPEICIFIED. BACKFILL MIX, SEE NOTES AND SPECIFICATIONS, - NATIVE SOIL MIX FIRMLY COMPACTED. SHRUB PLANTING 1 " = 1' -0" 32 9333.13 -01 ONE POIN LJ U� 1 " X 4" Horizontal Wood Members or 6' - 8' Approved Substitute 4, 2" X 2" Vertical Wood Stokes Barriers Placed at Protective Radius 2 /3rd's dripline for hardwoods 16'min) lull dripline for pines (6'minl TREE BARRICADE DETAIL N.T.S. -7TT -' W (N Z Z i•I�IIIIIIIIIIIII/ Q REINFORCED HOSE OVER 0 "CINCH -TIE ", "GRO- STRAIT ", - a < III III ROOTBALL J -iii 10 GAUGE GALV. CABLE Q 0�� TREE TIES IN FIGURE EIGHT Ld J W/ TURNBUCKLE & IRON PIPE ANCHOR CABLES TO o QQa W/ CAP ON TOP. 11_ "t 2 X ROOTBALL 12" AT 1 GALLON 22" AT 5 GALLON 32" AT 15 GALLON SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO 2" DEPTH AT WATER WELL. r- FINISHED GRADE. PLANT TABLETS AS NOTED OR SPEICIFIED. BACKFILL MIX, SEE NOTES AND SPECIFICATIONS, - NATIVE SOIL MIX FIRMLY COMPACTED. SHRUB PLANTING 1 " = 1' -0" 32 9333.13 -01 ONE POIN LJ U� 1 " X 4" Horizontal Wood Members or 6' - 8' Approved Substitute 4, 2" X 2" Vertical Wood Stokes Barriers Placed at Protective Radius 2 /3rd's dripline for hardwoods 16'min) lull dripline for pines (6'minl TREE BARRICADE DETAIL N.T.S. TREE PLANTING MULTI -STAKE 1" = 1' -0" 32 9343.23 -03 SPECIMEN TREE GUY WIRE PLANTING 1 " = 1' -0" 32 9343.26 -33 HABITAT MANAGEMENT AND LANDSCAPING PERMITS: 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN ORDER TO PROCESS THE PERMIT. b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- THIFOLIUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE RESTABILIZED WITH SUITABLE MATERIAL. c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED. TREE PROTECTION AND PRESERVATION: TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS, 1. TREE BARRICADES AND /OR SILT SCREENS OR HAYBALES SHALL BE REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION DRAWINGS. 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 213 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. LANDSCAPING 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT BE PLANTED WITHIN MAINTENANCE EASEMENTS. 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF. J. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- MENT BY WHEEL STOPS, OR CURBING. WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE. 4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY IMPAIR NATURAL GROWTH, 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE- MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA. 6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLE. 7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE //1 OR BETTER. 8. ALL REQUIRED TREES MUST BE A MINIMUM OF 10' HIGH, 2 112" CALIPER AT TIME OF PLANTING. 9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING, PLANTED AT 36" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF 3' IN HEIGHT. 10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. IRRIGATION NOTES 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST- RIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON- STRATED THAT THESE SOURCES ARE NOT AVAILABLE, 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- PLICATION AND. LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY LOW NEED AREAS. 3, HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI- GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. IRRIGATION NOTES (CONTINUED) THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- GATION SYSTEM TO COVER 1007. OF ALL ON SITE PLANTING AREA. THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING., 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. J. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 OF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE, MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD CO. OR APPROVED EQUAL. THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY -OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/ ENGINEER. ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON- POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL /TAGGING OF OUTLETS AS NON- POTABLE WATER SUPPLY. ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF BUILDINGS XERISCAPING 1. ORGANIC MULCHES AND /OR DROUGHT TOLERANT GROUNDCOVERS WITHIN PROPOSED LANDSCAPE PLANTER BEDS. 2. DROUGHT AND COLD TOLERANT PLANT MATERIAL. J. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WATERING SYSTEMS, 4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL CONDITIONS WARRANT THESE AMENDMENTS). 6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT IRRIGATION. 8. LOW- MAINTENANCE DESIGN. TREE & SHRUB PLANTING DETAILS 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS /STEMS TO PREVENT CAMBIAL DAMAGE. 3, PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 18 -24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS /TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) OF TREES /SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED SUITABLE FOR PLANT MATERIAL INSTALLATION, ORIGINAL RECEN D APR 10 2000 PLANNING DEPARTMENT' CITY OF CLEARWATER . &I I� y i Z EB #5938 N t M V ° �3 V �V NES Comm.: 0803 Drawn By: N.E.A. FEhecked By: H.G. Issue Date: 2 -6 -08 Revisions: No. Date Description W 12" LONG X 5/8" DIAMETER W Q REINFORCED HOSE OVER 0 "CINCH -TIE ", "GRO- STRAIT ", - Q WIRE 0 TRUNK (TYP.) 0 OR EQUAL FLEXIBLE RUBBER w o 10 GAUGE GALV. CABLE 1 " DIA. X 36" GALV. AERIAL GUY TREE TIES IN FIGURE EIGHT Ld J W/ TURNBUCKLE & IRON PIPE ANCHOR CABLES TO FASHION. ATTACH TO STAKE 1 -- _j CLEAR PLASTIC COATING W/ CAP ON TOP. CONNECT W/ TWO GALV. ROOFING NAILS. x mW TRUNKS: m 3"x12" WOOD OR ONE AT EACH TIE 9 GA CABLE 2" LODGEPOLE PINE TREATED Q a METAL FLAG, (3 REQ.) TOP OF PIPE W/ CLEAR TREE STAKES, SET STAKES PAINTED WHITE. TO BE 1" BELOW PLASTIC APPROXIMATELY 120 DEGREES FINISHED GRADE COATING THRU APART. oD r- 5/8" DIA. RUBBER HOSE 00 TIE. 45 DEG TYPICAL --FINISHED GRADE. FINISHED m � �~ - 111A GRADE ff - =1 - III -III ROOTBALL I -_ -_ z III - III - III -I I Uj ° -I I =I I =I I ' : =III =1 I I =I I I =I I I I III =1 I I ' ; I I I' ,III III III II II I I , II1=1 I�IIIFi 0 - -I j 1 ROOTBALL I I-- x =) m ` AVOID PLACING STAKES Q Q SEE PLANT PIT THRU ROOTBALL. DETAIL. 00 tD STAKING DETAIL STAKING DETAIL PLANTING AT PLANTING AT TURF AREAS. SHRUB AREAS. SET ROOTBALL CROWN 1 1/2" HIGHER SET ROOTBALL CROWN 1 -1 /2" THAN THE SURROUNDING FINISHED HIGHER THAN THE SURROUNDING GRADE. SLOPE BACKFILL AWAY FROM FINISHED GRADE. SLOPE ROOTBALL FOR POSITIVE DRAINAGE. KEEP TURF CLEAR FORA 18" BACKFILL AWAY FROM ROOTBALL PLANTING AT PLANTING AT RADIUS CIRCLE AROUND THE ,. FOR POSITIVE DRAINAGE. TURF AREAS. 7 SHRUB AREAS. TREE. MULCH WITH A 3 THICK KEEP MULCH 6" - 8" LAYER OF SHREDDED BARK. FROM BASE OF TREE. KEEP TURF CLEAR FORA 18" KEEP MULCH 6" - 8" MULCH WATER WELL RADIUS CIRCLE AROUND THE FROM BASE OF TREE. RECESS TURF AREA AREA TO 3" DEPTH. TREE. MULCH WITH A 3 THICK LAYER OF SHREDDED BARK. MULCH WATER WELL 1 TO ALLOW FOR 6" HIGH WATER AREA TO 3 DEPTH. MULCH. SHRUB RECESS TURF AREA 6" HIGH WATER AREAS. 1" TO ALLOW FOR MULCH. WELL AT SHRUB FINISHED GRADE _ FINISHED GRADE FINISHED GRADE AREAS. L AT LAWN. I -III AT SHRUBS. III -II AT LAWN. II-I-11 FINISHED GRADE _ _- - AT SHRUBS. -I I- IlEli - III -III- _ to 0o III =I xxx -III = <MM o I I ICI -ICI = _- �I= 1�I= I�II�I�II p p -ICI -I ICI -I�I- ROOTBALL Q (]O lYl m :II =II + -1 �o (0 00 _ „ II��,II� 3 BACKFILL BASE J Ln III I I I IJ -III- ROOTBALL i I -� - Q N r� �, mo FIRMLY COMPACTED. a N a a a a I FILTER FABRIC ON TOP m Q a a ¢ O ° - - . OF GRAVEL BED, WRAP o PLANT TABLETS AS °N° , ° ° ° ° 4" UP ALL SIDES. 0 ON N (N N r) NOTED OR SPEICIFIED. 3" THICK GRAVEL BED BACKFILL MIX, SEE 2X ROOTBALL AS BASE OF PLANT PIT. o 0 NOTES AND SPECIFICATIONS. 32" AT 15 GALLON NATIVE SOIL MIX ° 48" AT 24" BOX FIRMLY COMPACTED. 0 2X ROOTBALL 60" AT 30" BOX FOUR 48" DIAMETER X 48" ° 48" AT 24" BOX ° 60" AT 36" BOX 72" AT 36" BOX DEEP AUGERED HOLES PLANT PIT DETAIL FILLED WITH GRAVEL. 96" AT 48" BOX PLANT PIT DETAIL TREE PLANTING MULTI -STAKE 1" = 1' -0" 32 9343.23 -03 SPECIMEN TREE GUY WIRE PLANTING 1 " = 1' -0" 32 9343.26 -33 HABITAT MANAGEMENT AND LANDSCAPING PERMITS: 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN ORDER TO PROCESS THE PERMIT. b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- THIFOLIUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE RESTABILIZED WITH SUITABLE MATERIAL. c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED. TREE PROTECTION AND PRESERVATION: TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS, 1. TREE BARRICADES AND /OR SILT SCREENS OR HAYBALES SHALL BE REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION DRAWINGS. 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 213 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. LANDSCAPING 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT BE PLANTED WITHIN MAINTENANCE EASEMENTS. 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF. J. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- MENT BY WHEEL STOPS, OR CURBING. WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE. 4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY IMPAIR NATURAL GROWTH, 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE- MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA. 6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLE. 7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE //1 OR BETTER. 8. ALL REQUIRED TREES MUST BE A MINIMUM OF 10' HIGH, 2 112" CALIPER AT TIME OF PLANTING. 9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING, PLANTED AT 36" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF 3' IN HEIGHT. 10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. IRRIGATION NOTES 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST- RIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON- STRATED THAT THESE SOURCES ARE NOT AVAILABLE, 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- PLICATION AND. LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY LOW NEED AREAS. 3, HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI- GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. IRRIGATION NOTES (CONTINUED) THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- GATION SYSTEM TO COVER 1007. OF ALL ON SITE PLANTING AREA. THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING., 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. J. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 OF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE, MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD CO. OR APPROVED EQUAL. THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY -OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/ ENGINEER. ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON- POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL /TAGGING OF OUTLETS AS NON- POTABLE WATER SUPPLY. ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF BUILDINGS XERISCAPING 1. ORGANIC MULCHES AND /OR DROUGHT TOLERANT GROUNDCOVERS WITHIN PROPOSED LANDSCAPE PLANTER BEDS. 2. DROUGHT AND COLD TOLERANT PLANT MATERIAL. J. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WATERING SYSTEMS, 4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL CONDITIONS WARRANT THESE AMENDMENTS). 6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT IRRIGATION. 8. LOW- MAINTENANCE DESIGN. TREE & SHRUB PLANTING DETAILS 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS /STEMS TO PREVENT CAMBIAL DAMAGE. 3, PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 18 -24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS /TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) OF TREES /SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED SUITABLE FOR PLANT MATERIAL INSTALLATION, ORIGINAL RECEN D APR 10 2000 PLANNING DEPARTMENT' CITY OF CLEARWATER . &I I� y i Z EB #5938 N t M V ° �3 V �V NES Comm.: 0803 Drawn By: N.E.A. FEhecked By: H.G. Issue Date: 2 -6 -08 Revisions: No. Date Description W W Q 0 Q 0 i 0 0 Q Q �a m A =J W LL. mW II- Q =a I- Ha CO Al IJ Illlllllllllfi W W a Q THIS DRAWING IS AN INSTRUMENT OF SERVI F'ANQ`SHALL REMAIN T}}'�� PRSPERTY OF THE ENGINEER, AND SHALL NOT BE REPR0IPUCE0. 0 LISHED_OR�U$ED IN„ANY°,NAY WITHOUT THE CONSENT OF THE ENGINEER. ;' / N�G�. IueH 2009 NRTIUBLISHED y � flu �. r ` RAM A. GO 'L,'�P�b.;:P. �' ' � \ �• +43'Ir. COPIES OF THESE PLANS QfZEI'WT)tl ,tl -llaKLE�SS EMBOSSED WITH THE SIGNNING'gKK�Fig SEAT;+`' IL1.2. W W Q Cj Q 0 i 0 Q Q �a m LU =J W LL. mW II- Q =a I- Ha CO OJ NV IL1.2. 5 1 ^1 DMH Top EL = 7J 68 S IE= 68.73 N IE =68.73 E IE= 69.68 -- 1 ^96 w a SMH Top EL = 73.72 N1E =72.20 �l S IE= 72.20 t +11 r 1 ^O $, e OMH e Top EL = 74.37 1 ^� IE= 70.72 e 1 S IE= 68.89 ^Og 1 N IF =68.821 i 1, ev e •� e� ^ ^+ +1 1 1 ^1 s CONTROL STRUCTURE Top EL = 73.61 Skrmmer Top EL =74.11 Skimmer Heigh t= 1.00' W IE= 70.00 E IE= 70.01 z 0 O O O (14 ADJACENT STRUCTURE LFE =74.65 ADJACEN I STRUCTURE 1 = --7C A-Z \1 ^0 X11 16 1 1h ;06, Conc. AUJ/HI,tN I STRUCTURE i FF =7O OF ADJACENT STRUCTURE LFE = 76.28 �9 1,P +1� ADJACENT STRUCTURE LFE = 76.05 Con c. Flume6 ^ +1� 1^ +1� 11� Z i ih Z i HARDWOODS DRIP LINE SPECIFICATIONS - WOOD 84RRlER 1. MINIMUM RADIUS TO BE PROTECTED: A, HARDWOODS - 213 DRIPLINE B. CONIFERS & SABAL PALMS - ENTIRE DRIPLINE. 2. UPRIGHTS - NO LESS THAN 2" X 2" LUMBER. J. HORIZONTALS - NO LESS THAN I' X 4" LUMBER, 4. BARRIERS SHALL BE ERECTED AROUND ALL PROTECTEO TREES AND PALMS, AND INSPECTED BY CITY REPRESENTATIVE BEFORE CONSTRUCTION BEGINS. 5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMUM OF I FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND. 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALI5T AT 562 -4741. UPRIGHT TREE BARRICADES CLEARWATER INDEX No. 909, SH. I of I Rev. 4/09/03 N.T.S. TREE PRESERVATI ❑N ry0 1 ^' ELEVATION T011' ip ELEVATION T014' *� I 1 TREE BARRICADE N '^ F WAKE 3000 AERATION 1^ti h y ph 0 1 ^�1 rho r 1 .p U O Q IWO J m WO t' "" vl mW p =a u _ H m pW J !V V oc W ��I O U -J V �IjQMH Top EL =74.18 S IE= 69.31 N IE= 69.23 (Sonitory Pipe Though Box) ay 1�SMH Top EL =74.49 N IE5L 36 E IE= 71, 51 S IE= 71.17 1 ^96 w a SMH Top EL = 73.72 N1E =72.20 �l S IE= 72.20 t +11 r 1 ^O $, e OMH e Top EL = 74.37 1 ^� IE= 70.72 e 1 S IE= 68.89 ^Og 1 N IF =68.821 i 1, ev e •� e� ^ ^+ +1 1 1 ^1 s CONTROL STRUCTURE Top EL = 73.61 Skrmmer Top EL =74.11 Skimmer Heigh t= 1.00' W IE= 70.00 E IE= 70.01 z 0 O O O (14 ADJACENT STRUCTURE LFE =74.65 ADJACEN I STRUCTURE 1 = --7C A-Z \1 ^0 X11 16 1 1h ;06, Conc. AUJ/HI,tN I STRUCTURE i FF =7O OF ADJACENT STRUCTURE LFE = 76.28 �9 1,P +1� ADJACENT STRUCTURE LFE = 76.05 Con c. Flume6 ^ +1� 1^ +1� 11� Z i ih Z i HARDWOODS DRIP LINE SPECIFICATIONS - WOOD 84RRlER 1. MINIMUM RADIUS TO BE PROTECTED: A, HARDWOODS - 213 DRIPLINE B. CONIFERS & SABAL PALMS - ENTIRE DRIPLINE. 2. UPRIGHTS - NO LESS THAN 2" X 2" LUMBER. J. HORIZONTALS - NO LESS THAN I' X 4" LUMBER, 4. BARRIERS SHALL BE ERECTED AROUND ALL PROTECTEO TREES AND PALMS, AND INSPECTED BY CITY REPRESENTATIVE BEFORE CONSTRUCTION BEGINS. 5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMUM OF I FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND. 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALI5T AT 562 -4741. UPRIGHT TREE BARRICADES CLEARWATER INDEX No. 909, SH. I of I Rev. 4/09/03 N.T.S. TREE PRESERVATI ❑N OAK PALM ELEVATION T011' PAPER TREE ELEVATION T014' UNKNOWN TREE BARRICADE WAKE 3000 AERATION e e - y ROOT PRUNE 0 CONCRETE *Note- an certified arborist should supervise application of tree protection - preservation measures. *All work inside tree barricades to be supervised by an ISA Certified Arborist *All tree work shall be performed to ANSI A300 standards *Hand grading /hand operated plate compactors only inside tree barricades supervised by an ISA Certified Arborist Z f ih Z PINES DRIP LINE ENTIRE DRIP LINE HABITAT MANAGEMENT AND LANDSCAPING PERMITS: ORIGINAL RECEIVED 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT APR 10 2000 BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. PLANNING DEPARTMENT o. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL CITY OF CLEARWATER APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN ORDER TO PROCESS THE PERMIT. b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- THIFOLIUS), PUNK TREES (MELALEUCA QUINQUENERV/A), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED, SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE RESTABILIZED WITH SUITABLE MATERIAL. c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED. TREE PROTECTION AND PRESERVATION.• TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1. TREE BARRICADES AND /OR SILT SCREENS OR HAYBALES SHALL BE REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION DRAWINGS. 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i,e. BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 213 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. UPRIGHT HORIZONTAL TREE LEGEND SCALE: 1 " =20' 20 0 10 20 40 ' z �� z x— O nv .� F 0► � • N° 1 Z tot M Z NW fA Z e �i z V Z tM M 4 V� Z M Id 3 04 E B #5936 j 1 a J a. 0 a W W a W W F ER DESIGN GROUP, INC OLDEN RAIN NURSERY, INC. 3 46TH AVE. N. ST. PETERSBURG, FL. 33714 684, FAX: 727 - 527 -7422, E- MAIL:RONSPLANS®TAMPABAY.RR.COM DRAWN BY: RON BELKO ISA Certified Arborist : FL -5802A CHECKED BY: CHUCK BUTLER ISA Certified Arborist : FL -1235A W OAK PALM a PAPER TREE UNKNOWN SCALE: 1 " =20' 20 0 10 20 40 ' z �� z x— O nv .� F 0► � • N° 1 Z tot M Z NW fA Z e �i z V Z tM M 4 V� Z M Id 3 04 E B #5936 j 1 a J a. 0 a W W a W W F ER DESIGN GROUP, INC OLDEN RAIN NURSERY, INC. 3 46TH AVE. N. ST. PETERSBURG, FL. 33714 684, FAX: 727 - 527 -7422, E- MAIL:RONSPLANS®TAMPABAY.RR.COM DRAWN BY: RON BELKO ISA Certified Arborist : FL -5802A CHECKED BY: CHUCK BUTLER ISA Certified Arborist : FL -1235A W a a y O Q IWO J m WO t' "" Z mW p =a _ H m pW J !V V Lis R NORTH � ',''- 5.:_a"`y� x;;Sa ++ fi �,1 s ti. 1' 4-. ; a-3�u�.�1�.ry:3. {n.: -Y s.�t..;Lk�,� ,>'.;r::c: v 5' ('J' +r4 ^t f r 4 L+ .}"�.'i'" f '_� �o - �i�N..;�e..r k� {o T'1if]� ii �`h�. �.S�L';'.•}�V i 4oy,yy c:.y,. "` ) � 1Cj r+W t�t,•Pr g��dVi ,� L. , EAST SOUTH WEST Z '01 0 o0" P Tv a "? �W �W 1� Z IL vz z xe t4 oo ° mo 1 . J rA V W #4 W ^ F v� • Z a CC � W Z W ° Z C u Z �� Z NM M a Z'4 °- o � o Z "I Lu a %JO �a ° 03 d i^ c EB #5936 04 6 M V NES Comm.: 0 Drawn By: N.E.A. Checked By: H.G. issue Date: 2 -7 -08 Revisions: No. Date Description a �= �r 2. J C ti 4 L) ! ® J r co L �e. h cj M 0 00 m �o 0 J 0 � � � LL- z = Lu z a W J W E[CORSENT S AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE F THE ENGINEER.EPRODU CED, PUBU ©EDPYRIGHT 2008 NOT WAY PUBLISHED 14 2000 RAM A. GOEL, PhA, P.E. 431 COPIES OF THESE PLANS ARE NOT VALID UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL -" i b� t J.7 .a .,2 a �= �r 2. J C ti 4 L) ! ® J r co L �e. h cj M 0 00 m �o J � LL- z = Lu CJ W .J W Q m ya m o� N tj b� t J.7 .a .,2 I- 0 0 N O M O O N N N 0 L. 3 J 01 3 M O N N N 0 1 J, Co N d- i 0 O 1 N "I or 1r o� ��r W� FS wa E9 v "d E 'i 0 0 NORTH BOUNDARY OF SW 114 OF NW 114 OF 18 -29 -16 LEGAL DESCRIPTION: THE WEST 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, LESS THE RIGHT -OF -WAY OF BELCHER ROAD OVER THE WEST 50 FEET THEREOF; LESS THE NORTH 200 FEET THEREOF; AND LESS THE SOUTH 995 FEET THEREOF. THE ABOVER PROPERTY ALSO BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THE SW 1/4 OF THE NW 1/4 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE N00 °08'02 "W, 995.00 FEET, ALONG THE WEST BOUNDARY OF THE SW 1/4 OF THE NW 1/4 OF SAID SECTION 18 (THE CENTERLINE OF BELCHER ROAD); THENCE LEAVING SAID WEST BOUNDARY, S89 °40'55 "E, 50.00 FEET, TO A POINT ON THE EAST RIGHT -OF -WAY LINE OF BELCHER ROAD, FOR A POINT OF BEGINNING; THENCE N00'08'02 "W, 154.02 FEET, ALONG SAID EAST RIGHT -OF -WAY LINE; THENCE, LEAVING SAID EAST RIGHT -OF -WAY LINE, S89'31'47 "E, 270.58 FEET, ALONG A LINE 200.00 FEET SOUTH OF AND PARALLEL TO THE NORTH BOUNDARY OF THE SW 1/4 OF THE NW 1/4 OF SAID SECTION 18; THENCE S00 °00'26 "W, 153.29 FEET, ALONG THE EAST BOUNDARY OF THE WEST 1/4 OF THE SW 1/4 OF THE NW 1/4 OF SAID SECTION 18; THENCE N89 °40'55 "W, 270.20 FEET, ALONG A LINE 995.00 FEET, NORTH OF AND PARALLEL TO THE SOUTH BOUNDARY OF THE SW 1/4 OF THE NW 1/4 OF SAID SECTION 18, TO THE POINT OF BEGINNING. O O O O N 1 1`W A/C Conc. r Aspho/t NOTES: 1. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT, AND IS SUBJECT TO EASEMENTS, RIGHT -OF -WAY, AND OTHER MATTERS OF RECORD THAT A TITLE SEARCH MIGHT DISCLOSE. 2. PLANIMETRIC FEATURES SHOWN HEREON WERE DETERMINED BY STANDARD FIELD SURVEYING METHODS. 3. BASIS OF BEARINGS IS THE WEST BOUNDARY LINE OF THE NW 1/4 OF SECTION 18 -29 -16 BEING NOO'08'02 "W PER PINELLAS COUNTY COORDINATE SYSTEM. 4. ELEVATIONS SHOWN HEREON ARE IN NAVD 88 AND BASED ON GPS OBSERVATIONS OF PINELLAS COUNTY ENGINEERING DEPARTMENT BENCH MARKS "CAMPUS D ", "CAMPUS S ", AND "CAMPUS T" HOLDING VALUES AS PUBLISHED BY NGS USING SOKKIA STRATUS RECEIVERS, AND NETWORK ADJUSTED WITH SOKKIA SPECTRUM v3.2 SOFTWARE. 5. ALL INSTRUMENTS SHOWN HEREON ARE OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, UNLESS OTHERWISE SPECIFIED. 7. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ,ON SURFACE MARKINGS AND OR STRUCTURES. NO EXCAVATION WAS PERFORMED FOR THE LOCATION OF SUCH UTILITIES. 1�Q Pavers 3 Zo K 0.'b > O 1'� sl6 6' W/F _ 1s" 1.5' _1_\ A/ . •> 4t3 SHEC 3.3' :"...-D E/P = Edge of Pavement S N&D = Set Nail & Disc 1_897466 FIR 518X 74.8 EL = Sevaficn SMH = Sanitary Manhole FOP 1/2" +� R � (Not Used) FCM = Found Concrete Monument TOS = Toe of Slope 2 (0, 21'E, 0, 50'N) d ti FCM 4 z4" (Not Used) (D) = Data per Description I.E. = Invent Elevation 'n (0.25 E, 0, 29W) .. -)I L t { �O 1,1 '. + 4 t { t - [.4 C/S ' + I - = Pius or Mucus LIFE = Lowest Floor Elevation -t -< <h . A/C = Air Conditicw M.OJ_ = Mora or Less < 16'�m. . . _ 1. I, DENNIS J. EYRE, THE SURVEYOR IN RESPCN E C GE. 1 IRE ^! CERh'FY TFQP - Asphalt t 7 , It'll �bq 1X61 1 + 1P 1`' , i l ,(n , I + 475 10? S0. �' pR tK red 3 Conc. ,,• ti� ' I ahe "• L t 10 A. 1.. , 10.. + ( T 1 ? ::;: STEEL : ` . >:: Q k�� ,. t 7BMSIR 6 - 6 I :�:STRUCTUR E :: =: o a i r^ ?� 1 I - . .......................... ............................... - 4 4 s a 3 EL. 7 .3 + :: D• l covered >` Co ., ed I .s ................. ::.... ................... • ti• ........... ............................... LFE- 74 .92:�::;•::•::;•::;:;•:;':�:;: �:;:�: ............................... � `--rr/-- � .. cs, It ? n�°.1 ��3 Co... :• :;' iii• �i::: :•i...... :: :::::: :{::':. _...... : : :._.�:.�.�:.�._.....:: 1 NA VD 1988 1 13" {`o . Q ..: •i a 3' M ...................................................... ........................... .................................................. ............................... ................................................... ............................... �1 I ..-................................................ ............................... . y IZ � - � m I O.O. Vi `w \ I �' ❑ cn 1t o O Top EL= 74.091 c '::: ;: ;:: ;:;:;: i::::::;:•::•;;::is;: ; :•is::i:::;is :•;:•:;•:;::•::•:::;•::•i:::': 13� - '" m ....... 70 t o o MVert a :' : :;':_::'::•:: ::':::':::':::::: :'::':_:'::'::' ::::::::::::::': ::::': :'::'::: :::':::'::::::::_ + a2 ` (0 in � =..'.. ADJACENT::;':: >*7.7. I o of Inaccessible t :......:.....:'::':;..........;':..........::•::•:....:•:;•:' ::- ::':::..........::....:•::': -� N_ a ;.:. S TR U CTU R E � \ j1 I) OOf ti� 1 0.1 1 ^ � .....,.... ............................. ..................... ............................... O a :'::'::'::':... L tl w 7BM 1 a, q2 ....................... :......:: :::._ : : :.: •::•: :: :: :: :• :: :: • : ::::...:..... � O z- l o a �. o o `. 0 l CD NORTH Rlk1 OF Q �., t _ v. Broken O O 1 % I + MANHOLE C C L D < 'it' % jII .� , =74 C° ::::::r7 / y Asphalt •, O us N I a EL. .22' is :• :::: ?:i.: :::= 0 tilt III �� NA lQ3 1988 ° a a t� N7 1 Q t ^ j t ¢� f 0.3' 1 �� z Q `L � � 3• 0.• MH i • �: D � I k Ga �-- � 1 � :- O • a P Q , t } l o �i To EL- 74.18 �• ® Q P I CS A I I O Q J O S/- f o E 69.3 I I 4 - b ' 'x •z T -741 L 5 0 o E yr E 9 23 1 � jYr ZAP i ! s p/n c � �• e i oc ess b e 1 h � 1 s � o ni r Pi n r 1 Y P ^ S D 39.9' '1 1 �k + o �• '1a• 1° Tnrou h Box - + tv n " o " < g 1 33.7' T� es I ('� SMH O ::: t:- :::::.r:::.- s :: :. °.r::::...... ..........:: ....cs.::.e.e::r.::::• :ar:::::. R1'. ' p^ '.e'` ',C u � . ^ z i !i n+ g. ASb . ­: �] .�4 cn cn T =74 � .. -.-+-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.,.,. .1 STORY ::.:._.:.:;::: ?:... ::�: 5• <r . , <, .<: -.� i k 1 r o EL .22 .,. .... k .. ' �� N /E =71.57 __. ,......... < <, >' �a Z -�> . n1 Q tt _ MASONRY.. : ::..... `:. -:.: .................. .......... SMH . 114 o W !E .71.54 TR R ;;.... _.. 2 < t < , Conc. ' , o :.:':.S UCTU E . .............- :.;.:::..:::..... k1.- <, . <, , <, < ti 1 -7 < _ T 44 a EL 9 i P +.- .:.:::::: LFE- 74,Fi0:: ?? ::: `.•:::..... :;.. �, , ; <: ti N / =71 ^ _ .fir, t a :;::;:. 3s .ADJACENT: -;:- >. -: E :::::.:- :::.- .- : ::. -._ k 50.3'.'_•;: ?::: t.:::;:.;:::::::::::::`:::.: � , t , < , . .... v I E 1E =71.51 �. -. 33.5' _-. g�c , . `.' .. , ' r t . c o a n. �;.', .:ii:STRUCTURE :::: l b :;•:. .......... �0 S /E- -71.17 ( 3 1 z V a i y �f LFE= 76,06;`:; I y \ CONTROL STRUCTURE iZ:) N3 o -')WZ 1N. I Grate EL =74.72 i °3 1�h Conc. < . �x �1��q :::.: i..... n z + 3 Skimmer Top EL =74.93 o�.'Conc. Broken tt C S L� 'n `� o f cc . - "*," "39.5'.: �: .: '-:': '-:" ":;c - s Covered f Skimmer Hei ht =1.12 i 5i - Asphalt: _ <, .' ;,. P �, or 3 9� Asphalt 1 .. 3• : <, • L - Z m - < 1 C"% . /' a►, Slot EL -74.41 + M i v Q FIR 1 2- OVA" / CO Slot Width =1.35` s� Z �i`..:..:.:....%, `.' < :• <'.. < < 4 "6:' _0 o ci 1 Im / '� OHw M E IE =71.27 ° \ :� :`::: : = :MASONRY ::: ..::... � ! �b� �� 1t, 5. .�' W STRUCTURE:;::: :.N d 1 + W IE =71.20 Aspha /t <: • •<, V \ = 4 4 : . < • I :: :LFE 7 2 .. .......:::: �: < : , . � Aspha /t I i / i 1n ._, . <.; A� • ::•::.- :::.- :•.::: . a Coble Box f o to o :•:::•::::;: •::::•::: :::::::' ::.... ...... ............................... � .. , h• I �. 1 b j I w 4': 1E �� ON ::.- :::::::•:: :::::::::::.- :_:...:..:::•::.. :,., +10.: <. 1� 2 1 0 0.� 10. v' --- 1 f� E - f -- - - R - �• -� HW O A• n � + 0 E - LF , �- 5' C F n NFN I 1 'r 1 - 5 'S' h R S a ..'....." 1 ti A• S 89'40'55" E(D) S 89'38'32" E(C) I ,,�' 50.00'(D) +1 49.96'(C) DMH Top EL= 74.37 E 1E =70.72 S /E =68.89 N /E =68.82 1°`°�b! Z Z co D O p ut 00 w -n N[V� ,-�Z v�0 ILn I 03 <o ; + +74.8 X13" ��. Try T 4s +74.9 v =6- 1+ X755+ o ^J� *J4.s 12 °�< +J4.J +� t� +� '► }1� :: ADJACENT :`:= :'::'::::. 1A• AR: 4� __ O „ ��,j,x m c7 0.• O N. .4 R y a;� 1ST a` n A 1 _ " 1 b : - -� -1PQ`L 6__ P 4/ ) c v+1 , +10. +14I C, �S +1 r' �OJV� +1 �1 + 74.1 �S .a+ 73.9 10.9+ +73.5 ifl �, b�tO , Cc 1y. Rs FIR 5/8 3.3' jtO� ' 18, RCP - -- / 'STRUCTURE � � : �::.; 10. � 8 1� Sy n n 10. 39 St 1AS, I �61A�' 6,0' IAQ 1.y. S9 -,g9 F�^ 140 X38 1SS v aka "'�3g 3) +J3 J a } ,.p +)3 RR 5 8 1 V :(r1LFE 76.28:...... °:::::;:::: -'i +� s (Not Used) J . S t w ch J i i 8 "Canc.' < o '.... w �. -K O. a• v 1 1- S b S: 2 cLi q S1 rr r q S 2 S 1 Y• S 1 1 4 s 4� t 1 1?' 4 q 1 0 .. c u! o a n r: 1 8 Co c. Cub q .9 pr - 0. h• s F a A 4 r 4 f •., 0.02E 0 3S •d� :� •O •r c i~ '8 J � s urb' , - n• >x o C a 0. n >x 1 0 J 9 S �' 6 1 0.• 1 r- O .1 ' r• 1 1 1 d .O• 1 1 V 1 t r 1 , 1 G r- < Q L . . L, t { C . <L,' � Curb . '< r �- Curb '• Curb _ .. ' <' . _ t � • <: ' q .: L F i + c.J ... » C Curb b L ,Cut r t _ cut N 89 40 55 k: * •cut:. = �; I cut �; <,. t ;,•, 1 ,A I`n AN. " <r .Conc - . Gj t !`Lt . -tt. '..<,Si'-Oct• r tt • L "I. ct ,•t .r '•.t, ,. a 'L - O- 0.O +rt, < 1 +.F Lh. 4 �sr .. t, /_j N 89'40 23' W(M) �S } ..<t •. + � + +1 i � Covered q 0.� ) 0.0 <',. < t - . c , . < . ' c t t0 ` :. 1 ' < t <• : t' < L .. t i, t ti r ' 1\ 1 1 pj O ,� P`'. 1 � A 1 < , L 1 11 � + , 270.20 (D) . L • � � ` '' .,, • ' <, . 0. ` �' Q . A10 - ., } � �' 1 S : <�� G.270.23' M �� h y, in o - rx . a 1 1 b. 1 �°� A Sign Post ,4 t %. 6j•. n, f '! r - i < 1 '1'�' . n S.5 t' - .r , : q G { q < , ' .< r Aj. 3 Q� O V Y h' PJS ❑ < +, <,• ,+ <, , f 4. <r•, <" 1. . . , t.. 1 n ,.• CJ f1. ,.. 1 1 �' 5 Gj x , J < ." . + . q < t't• c•,• r. <i - J� �Kci �� �c,�, - S <f 1 c,1 t;• _ 1 r << <t '•.. .. <' '.. -, • R• ,9<t' t . R• 1 ,z: 1 <7 .0 - . <r 1�� S�i 1�CO SS,'SA.;Sb� <,. c1- SA <`i 'rr - <. ., .. '. `' "'• <`,4. 1' .G,.�i <rCt_ . GSt. �. ,t 4:: Yf: , ,<r.. `` - '!.. `i` '-.kt .4� t <,r t Conc `f- < `, .G Lam•' - A .� - 'S - •<,: -c, ZZ1•.• . . • <: <.h r '4, . et <� _ G•.': t.t eta <r . fb 1. �4 r <, 2 s a s ., As halt s o Canc. , . t. t 1 t P % .i r < r c, t O L Cs" L., _ <., . _ -} . L <,• <: <. t. 73.8 + CO C. < , < t L t "c t , L ' < , ~ - L < J h 74.b8 ,n. O ;<; eZ0. G, e, q'�rLt < "t:.tf L, t{r GZ < - , - . 't, 4� �s J , .. < ",4% <•; S et. et.: ,ci' `' �� tS p. cc R� '< "�' - =i''- }i <•; <tq r.rtt. .� ,�fyj <t , <r `� • <, h0 ct t, �' Lt. 1 C: .1 •7 Dr ^�� D .. 1 1 f15' 1g 1r7 Lt 1y, 1y 1'0 �.: h L . h� . ' 'aq 1 <: ° + + 1 :.:::. `:::' .STRUCTURE..... �� } h 1 + + + +1 + + + +1`' +1 +1 x� . ao fy +mss ��a go ;? :'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'=.'.-.-.-. LFE= 76.05:.::.::.:= 1� 1�3 +1 1�' 6 1S' S 1 +13' C :ikr:°i:`..... *... isi[ i':: ii::':: c::':•: };iiki:•i::::':....:i.......... I q� �X 1D 0 � :::iii: i:::............................................................ : . :::.. .. ,r ? g ...........:.....::.:::........ .:...::.......:.::::...... . A6 410. , = G9 / `Conc. Covered z - 1ST < �� �� - O� 1r, 1r3, + J1q 13, Q 1,/ Il Oy - A, 18 -29 -16 CERT /F /ED CORNER RECORD X083406 _1_\ A/ LEGEND E/P = Edge of Pavement S N&D = Set Nail & Disc 1_897466 EL = Sevaficn SMH = Sanitary Manhole r- 5\ (C) = Calculated Data GV = Gate Valve FCM = Found Concrete Monument TOS = Toe of Slope (R) = Radial Line HYD = Fire Hydrant FND N&D = Found Nail & Disc W/F = Wood Fence (D) = Data per Description I.E. = Invent Elevation FPP = Found Pinched Pipe WV = Water Valve I , (M) = Measured Data LB = Corporate Ce tificats Number { (P) = Data per Plat LP = Light Pole - + I - = Pius or Mucus LIFE = Lowest Floor Elevation Q A/C = Air Conditicw M.OJ_ = Mora or Less . . _ 1. I, DENNIS J. EYRE, THE SURVEYOR IN RESPCN E C GE. 1 IRE ^! CERh'FY TFQP - BW/F = Bartrwire Fence MES = Mitered End Section ARE ACCURATE TO THE BEST OF MY OWLEDGE ND 9 F.'•SUR 2 ,` BFE = Base Flood Elevation MLP = Mew tight Pole �, 26_ BFP = Baddlow Preventor NFNS = Not Found and Not Set 'REE LEGEND DATE: Feb,. 22, 200 SOAK C8 = Chord Bearing (NR) = Not Radial THIS STRUCTURE APPEARS TO BE IN THE 11 ft, PALM FLOOD ZONE SHOWN HEREON AS PER FLOOD MAP REFERENCED HEREON. COMMUNITY PANEL NUMBER: 125096 0128 G .�11 PROVIDED BY THE FEDERAL EMERGENCY C.P.B. = Ccndominturn Plat Book OMW = Overhead hy� PAPER TREE C/C = Covered Concrete P.B. = Plat Book UNKNOWN C/S = Concrete Stab PCP = Permanent Control Point _ _ _. � C/SW = Cana-ete Siidewa9c PC-(s) = Page(s) 1716 I CL = Centerline PLS = Prafessional Land Surveyor I CLF = Chaintink Fence FOB = Point of Beginning C.O. = Cleancut POC = Point of Commencement 0 CLP = Concrete tight Pole PRM = Permanent Reference Monument = Corrugated Metal Pipe PVC/F = Plastic Fence Q 6 Ccric, = Concrete R = Radius CMP DCO = Drainage Cleanout R/W = Rightcf -way = Delta Angie RCP = Reinforced Concrete Pipe Z) D.B. = Deed Book SCM = Set Concrete Monument LB#7466 18 -29 -16 CERT /F /ED CORNER RECORD X083406 CHECKED BY. �W ADD'N TOPO. February 15, 2008 SHEET 1 of 1 TREES. January 17, 2008 JOB NO.: 4289 1 DATE.- November 1, 2007 GEODATA SERVICES I N 1822 DREW ST. SUITE 8 CLEARWATER, FL 33765 PHONE: (727) 447 -1763 2008 GEODATA SERVICES, INC. Lg 7466 �j.JAR U 7 908 D/W = Driveway . SCO = Sanitary Cleanout DMH = Drainage Manhole SIR = Set Iron Rod & Cap LB#7466 E/P = Edge of Pavement S N&D = Set Nail & Disc 1_897466 EL = Sevaficn SMH = Sanitary Manhole EOW = Edge of Water I TBM = Temporary Benchmark FCIR = Found Iron Rod & Cap TOB = Top of Bank FCM = Found Concrete Monument TOS = Toe of Slope ' FIR = Found Iron Rod No Cap UP = Utility Pole FND N&D = Found Nail & Disc W/F = Wood Fence FOP = Found Open Pipe WM = Water Meier FPP = Found Pinched Pipe WV = Water Valve I , G.t =Grate Intet Q J LIf { sw`i "i'CG (41) .1V;' v c .. :. cu cc r _ SURVEYOR'S CERTIFICATION ' :z • � _j 1 r,: . . _ 1. I, DENNIS J. EYRE, THE SURVEYOR IN RESPCN E C GE. 1 IRE ^! CERh'FY TFQP - THE SURVEY REPRESENTED HEREON AND T SAi Ac's CSROUSD SUR03Y AND. SKETCH ARE ACCURATE TO THE BEST OF MY OWLEDGE ND 9 F.'•SUR 2 ,` UNLESS SEALED WITH AN EMBOSSED SEAL 10 ' i� �, 26_ J. EYRE .S. FL .'iNo. 2865 'REE LEGEND DATE: Feb,. 22, 200 SOAK FLOOD STATEMENT: FLOOD ZONE.' 'X" THIS STRUCTURE APPEARS TO BE IN THE 11 ft, PALM FLOOD ZONE SHOWN HEREON AS PER FLOOD MAP REFERENCED HEREON. COMMUNITY PANEL NUMBER: 125096 0128 G .�11 PROVIDED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. FLOOD MAP REWSEO DATE.• SEPTEMBER 3, 2003 hy� PAPER TREE ORAWN BY J.5 B /K. C. S. UNKNOWN SCALE.- I" = 20' CHECKED BY. �W ADD'N TOPO. February 15, 2008 SHEET 1 of 1 TREES. January 17, 2008 JOB NO.: 4289 1 DATE.- November 1, 2007 GEODATA SERVICES I N 1822 DREW ST. SUITE 8 CLEARWATER, FL 33765 PHONE: (727) 447 -1763 2008 GEODATA SERVICES, INC. Lg 7466 �j.JAR U 7 908 57eeaot' #am ae Scioratea L By Keith L. Estes Ar in ing Endiess o g y_ Empty, futile, and hollow are words, which Although the tone of Ecclesiastes is nega- Capture the feelings. of disappointment and tive and pessimistic, we must not conclude disillusionment: This is the life experience of. that the only chapter worth reading and . many: We strive, to find the . "good Life " - filled applying is the last where he draws his con- with (the three P's,) possessions, power, and clusions: In reality, the entire book is filled nleasure-onlv to find life em ty and meanin - h 1 ' d Non- Trweal Purs 'ts at Chapel -By- The -Sea The 'public is ',invited to Chapel -By -The -Sea, 54, Bay Esplanade, Clearwater. Beach, for its Monday night "Non - Trivial Pursuits". program.; The program entitled Weeki Wachee, City of Mermaids: A'History' of One of Florida's Oldest Roadside Attractions will be presented by Ms. Lu Vickers, an award- win-. iung author and former Kingsbury Fellow from .Florida State University, January 7th at 7:30. p.m. Vickers offers a nostalgic trip through this' enchanted Spring for a.; unique' snapshot of Florida's tourism heritage, showing. how, a local "novelty became a' stellar international. attraction.. Refreshments will be served following the program less: Such disappoint ment ends in des air. g p :wit practtca wis om (how. to accomplish things in the world and stay. out of trouble) World p Renow11 There, is never a fee. for the "Non- Trivial Pursuits" program. Almost•3,000 years ago, Solomon spoke of human dilemma; . and spiritual wisdom (how to.find and know 'Solomon African Children 't It is re uested that ou make a reservation q Y by calling the. church office at (727 446 0430. this .but the insights and eternal values). had a very honest OR BAD." do all we can to,attain'it,,and make personal music and ethnic dance. a lications of his messa a are relevant in satisfaction our chief goal. Solomon, writing This is a rare opportunity. to ; God for wisdom, and he became the wisest - Pp g approach to life. All of his remarks relatmg to Choir �/�S�tS our century. cclesiastes, Solomon's written re for apurpose- to rY the .futility of life are the sermon, is an analysis of lifers experiences lead people to seek true happiness in God Clearwater Bea:ch's and a critical essay about its meaning. In this alone. He was not, trying to destroy all hope, profound book, Solomon.takes us on a men- 'but direct our hopes to the 'only One who Chapel -By -The Sea tal journey through his life, and he explains can truly.fulfill them. Solomon. affirms-the how everything he tried, tested, or tasted was value of knowledge, relationships, work, and The Watoto Children's Choir useless, irrational pointless,,. foolish, and U pleasure; but only in THEIR PROPER PLACE. from ganda_ will perform du empty -an exercise in futility.. And remember, All of these temporal things in life must be ing the Sunday, ;Service at these words' are . from one who "had it all" :seen in light of the eternal Let's read again Chapel -By -The . Sea on Clear- tremendous power, wisdom, and ; wealth: water Beach January 6 at 10:30: Solomon's book of Ecclesiastes and learn After this biographical tour, Solomon makes a.m. The choir is :made up of 111cu KD ! 11Tl A TTT about life. Hear he stern warnings and dire . T T__ ._ d _ _,_ -11. _ _ , KEEN HIS. COMMANDMENTS, FOR THIS IS predictions and: commit yourself to honor "`i"a tillil{il ll ""11" llaVy aaial one or. both, parents to the : THE ENTIRE DUTY OF MAN. FOR GOD WILL Your. Creator now , AIDS virus.They will perform a JUDGE US' FOR; EVERYTHING'- WE DO, Life's experiences are. not always happy, Fworld lively and: inspiring blend, of 1. INCLUDING. EVERY HIDDEN THING, GOOD but the tells us to demand. happiness, native African rhythms, gospel OR BAD." do all we can to,attain'it,,and make personal music and ethnic dance. When Solomon became king, he asked satisfaction our chief goal. Solomon, writing This is a rare opportunity. to ; God for wisdom, and he became the wisest about his own' life,. discovered that his, .. share the joy and hope of the man in the World. He studied, taught, judged,' wealth, power position; wives and accom- Watoto Children's Choir as and' wrote. `Kings and leaders from, Other plishments did not make him happy they tour the United States' - nations', came to Jerusalem to learn. from him. Happiness is an elusive goal because people with their Concert ' of Hope. But with all of his practical insight on life, and circumstances change quickly.. True hap- The choir has toured the Solomon failed to heed his own advice, and pines can only be - received through a. right United: States, Canada':,and his life began its downward spiral Near the relationship with God, because only God `what °,Great Britain `since 1994,1rais- end of his life, he looked back; with an atti- knows is really best for -us. If you are ing funds and allowing the chil- tude of Humility and repentance: He took chasing after happiness you will never find it. dren to experience the world ' stock of the,world as he had experienced it, If you are seeking after God, you will find outside Uganda: In addition to hoping" to spare his readers the bitterness of endless joy. being in the choir, the children learning 'through, personal experience that References: Life Application Bible, Tyndale are cared. for and` " educated everything apart from God is empty, hollow, Pub. Wheaton, Ill. Ecclesiastes 2:11;17, and meaningless. 4:8,16; 6.•12 -15, 2 Chron. 1:7 -I2, 1 ,Kings .4.•29. 5016ars ®f Spreading 'the A essa ge ®fOr"s t Loc li an d'to.the World First Baptist Church Indian` Rocks, 12685 p.m:; God's Country 5:30 p.m. Food vendors Ulmertori 11 �' oad, Largo, will celel rate'its 50th` ' (Chick Fil -A; Kettle Corn, Joto s, i'izza; Mi. Bills Anniversary: on January 11,13, 2008.. Guppy's Coffee, Rita's Italian - Ice and Shiloh Indian, Rocks invites the community to this BBQ ,Boys) will be on hand or bring your very special weekend of events,' starting with own picnic lunch. Stop by the ,Family Life a free concert by Avalon;... ; Friday. evening, '' Center Multi- Purpose Room at 2 ; p.m. to January 11;' at 7 p :m. in the Worship Center. watch the pie, and cake judging. The Grand There will be a love offering. Finale for the day will be 'a Fireworks Display Avalon members Jody. Mc.Brayer, Melissa . at 6:30 p.m. Greene and Janna and .Greg Long have had a Sunday, January 13, the Indian Rocks fami- with the hope that. they will be the future leaders of Uganda. All are welcome at Clear - water Beach's Com- munity APi�E E v i c, Church; 54 Bay E' splanade. For i fll.: more information ',call (727) dummtihity Church . 446 -0430 or go to www chapelbythesea.net. COME AS O Caring, Casual Community Church!. Donate 'Blood at ' ' Select Florida- Blood Sunday Worship at 10:30 a.n�. Services Donor Sunday School;& Infant /Toddler Care 10:30 a.m. Centers .Generally, 54 Bay Esplanade •Clearwater Beach . y, . healthy, people -age 16 or older who weigh at .: (727) 446 -0430 • www ChapelbytheSea.net least 110 pounds can. be blood donors Identifcation is requir- busy last couple ` of years. They. have. per- ly and community are invited to one com- ed prior to` donation.'' For fur- ' formed in front of over. 500;000 fans, hit the bined .50th Anniversary Celebration Service ther information, please call 1- 3 million sales mark and. seen their 20th #1 at 10 a.m. in the Worship Center. 800-68 -BLOOD (25663). radio single: Prior to that Avalon' has ; had..20 - , Through the vision and support. of the For those . unable to donate: Dove, nominations; six . Dove Awards, two Calvary Baptist Church, , of Clearwater, the' blood, contributions ` may be ` Gramy _nominations, a 2002 American' Indian Rocks Baptist Chapel opened its doors mailed to Florida Blood Services Music Award for Contemporary Inspirational on Sunday morning, January 5, 1958,` at the" :" Foundation, 10100, Dr. Martino Music. and have been "Group of the Year" for Anona Elementary School. Indian Rocks can- Luther King Jr. Street North;' St; three years in a row, with the 2002, 2003 and . not forget its heritage and the godly, men' and Petersburg, FL 33716, or submit-' 2004 CCM Reader's 'Choice Award. women who have been a part of this, fellow ted online at' bloodrelief org: : Plan an old fashioned.picnic sort of day at Indian Rocks on Saturday, January 12; with ship in years past, who helped set the course for our dream. God miraculously, provided Singles Group . the following. activities on and around the Indian Rocks Athletic Complex: 5K Fun Run the financial and material means to reach out to all people. ` The rich heritage of Indian Meets on Tuesdays : 8 a.m. ($15 for pre - registration and $20 the Rocks has earned the reputation for being a The °Singles - Group meets day of); Tournaments - Softball 9. a.m.., . lighthouse in the Largo community and looks, the 4thTuesdayof each month Horseshoe 1 p.m., Kickball 3 pm; :various forward to reaching future generations, 'with . . at Bible Fellowship.; .Church, Relay : Races .11 a.m.; Tug of War . 5 p.m. , the wonderful message of abundant life in: 4670 East Bay . Drive, Clear- Musical events are planned for the outside the- Lord. water. Refreshments 'are . pro- stage by the following Indian Rockss For general information about First Baptist -% vided. The - Singles Group is, Ministries: Indian Rocks Christian School 11'' Church of Indian Rocks, please call (727) sponsored. by "With The Fun " a.m., Solid Rock Company'l p.m. Super 60's ,'. 595 -3421, or go to ,the church's website "at With God Group:' For :informa - Showcase . 2 p.m.; High Definition Band 4' wwwindianrocks.org: tion call (727).787-8609.. Alanon /Alateen FaruiI l Meetin s Available : Y 9 Alanon /Alateen family group meetings are someone else's problem drinking. For infor- ' available for families or friends of. people mation, meetingaimes and places, call (727) whose lives have been, or are affected, by .548- 6811 orvisit www. canon- pinellas.org. Support Group Meets W y . Recovery, Inc., a. Support Group for anxi- Thurs., at Grace ,Lutheran Church, .1812 . ety and depression, with steps' to feel better North Highland Avenue, Clearwater.; and raise self - esteem, "meets at 7:30 p.m. on Call, (727) 525 -1749 for more information. C L= A' -- - .' - New Location... Even Better Service! Hand Car Wash 'Detailing HOLIDAY Window 7 ntin HOLIDAY.' "special g Special,.. . r__1 - 44'1 -680 - - -- :15/ OFF1 -401'1 10% OFF ; Window Tint Wash N Wax 1 Up, to 78 %'Heat . i Ca l l 'or stop in to. see Nick Protect your car with Reduction , �/ professional grade `— 98% UV Rr_te_tlo_ i.%;t C dktiGt if ' . nGC� / 1 . car wash and wax I Church on the. Beach' Every Sunday Evening!,; Just Before Sunset , Come one come all to Sunset Service ai ; Clearwater Beach next to Pier 601, Just be- : fore Sunset. Where you can hear a message from the Word of God and join us for some great praise & worship inthe'midst of God's creation. You won't want to miss this time .of tun, fellowship and encouragement. We .are dedicated to encouraging believers and. reaching the lostfor Jesus Christ. , Bring a friend Sponsored by First Baptist Church of Indian Rocks` 2915 West', G. Robinson.. Bulmahn will share her, book Long . Writers:'Group focuses on novels, short .. Feature _film (1951) stars Journey Home and .a book signing will stories, articles, children's books,,presen- .: Gregory Peck:"& Virginia. Mayo. `: follow the program. r tation letters, plays & scripts. For infor- ' Feature. ' film (1941) stars 1/23 at 7 p.m. - Local Dunedin author mation call Mary at 734 -3621. Humphrey Bogart & Mary, Astor. Mary . Dresser will discuss and sign her Youth Services 1/29 - Feature film (2004) stars David ' latest historical ` novel r Twilight of 1/08 at 10 a.m.' -,Tiny Tales . at, the , Suchet.: Grandeur. Dunedin Community Center... Special Programs Genealogy Assistance- The Caladesi 1/14 at 6:30 p.m.'-Dunedin' .m. • - Dunedin Youth 1/09 at 7 p.m. =Women of ;Mystery Chapter of the DAR will assist you every Volunteer Meeting: , Book Discussion Series. Thursday from 1 -4 in Study. Room 4. 1/15 at 4:30 p.m. - Learn about Egypt 1/12 - 10 a.m. to 1 p.m. - :Quilting" Computer Classes -All classes meet in and do some crafts. Registration Workshop with Melba Rilott. Sign up and Community Room A. Classes are in lec- required.Ages 7 -12. . ick • u our su 1 list at the Adult tore' form with demonstrations The 1/20 -1 -4.30 m = Stn in the outh PP Y Y P P Y Reference Desk: A $10 refundable, meet Tuesdays. and Thursdays at 11 a.m.,, _ department for. a special snake & take craft. Open to youth of all �' ; - C b `unwrapping of the city's holi- injuries (from boats and. cars), medical condi- ages. . I .". . tions like tumors' and the affects of red tide lives of so many. Each of'us can be that per- 1/22 at 6:30 p.m. -' Brave By Peter McHugh son. Thanks to the vision_of eo le throe h P P g - ments.and the ambiance of the, ,,. American. Girl Addy , lived.. Ever since a September firefight in Baghdad, the'American degree dolphin sunburns (ouch!) and the , L n t through Civic War_ times. private security firm Blackwateri USA, has been under intense P tY mg the .ceremony. The city. marine 'Aquarium not only addresses.: these i.t .. - H en �e r h a story, a,. c and ry, raft . play . c ,. scrutiny. Sin e�the'n, too, the rhetoric directed against the com- able and; fulfilling' life. To ; keep these non - K 4 A , games. Registration required. an has grown increasin l heated -with undits and oliti- P Y g Y P p they also go a step further. � i, F; E �' " th- ,, -, � F:��. � �.�y.� �° � �` �s„ +� d to A es 7.12: g 1 0 at 6: 0 m. -Mardi ,3 3 P cians hurlin .often "unfounded wer al " renade g b g sat the. firm Parade was afitting- kickoff to tions; interactive programs, summer. camps, ; the commitment required to save these am -. ,festivities along Cleveland Street Critics describe the Blackwater contractors a orativel :'as P l Y :Being ... d b,.. Gras Party. Celebrate Mardi Gras: with : crafts, games and "cowboys," "attempting to attribute recklessness, or worse, to •- a native of Clearwater, 79- years -old, I they should be flexible in certain situations. Clearwater Marine Aquarium'is the same as their motives or actions: have seen man changes in this area. Most Y g (Only landsca ui in east Clearwater is - on ( Y P g snacks: Registration' required.. Ages But "cowboy" hasn't always been a slur, and it needn't be disturbin is the, lack : of encouragement and. g. g ' the mediums which., , is aid 'for with 'tax P 5 -12; 1/31 at 6p m. -Teen Gourd.. P,, one today. lndeed, there.was a time, not too long ago, when common sense by Clearwater officials . and. ; 'money and work done with city labor). The , cowboys were uriiquely American heroes: ' employees in serving small businesses. and ' Day Care Center's adjoining property on the Program: To Owen, press- dent of Florida Gourd: Society, When I was a kid; cowbo � s:were the ." "good guys." It was the Y - g g Y owners.. I see so man em build- property Y PtY north is a Veterinary Clinic and on the south will teach you how to make. :." Y cowboy ethos - hard work, respect, individual responsibility ings which in the past were thriving places is GoodYearTires: gourd., birdhouse. Materials - that helped America settle and tame the West. They could be - Reasons for being empty: high taxes, ridicu- The taxes` on the Day Care property are provided.; Registration: requir- trusted for protection and fair treatment. Cowboy history was . . lous. city regulations concerning expensive, over $8,000 a year, which figures out to ed. Ages 1018. a etuated in the Saturday matinees , I ,shared .with Ro P rp Y � Y unnecessary extras such . as excessive.. . almost: $700 a month. belief at the sight of,a dolphin, fin or soaring Rogers, John Wayne, and Hoppalong Cassidy, where the : cow - scaping, .parking requirements and signage. The city of Clearwater has changed its . Final Cleveland boy's place in history honored by society, and where their. - Most of these bus, inesses cannot afford requirements so often and they do not company made me feel safe. these extras, young couple trying to ' locate a Day Care Center across.from the Post' enforce. the. changes on a consistent basis. A new business they hold to the letter, but Street StreetSCape That's my. memory of "cowboy," : and a label Blackwater deserves.1 know, because I've seen Blackwaier :work up close Office, on Belcher 'Road. They have spent their savin s beautifull remodelin the existing businesses they ignore. Surely there . is a better solution somewhere in between. :: Up ate. U 'and personal.(and, s ent`a.fair.;amount of time in those earl p Y g Y. g i matinees) I was safe in their company. building- zoned general commercial: They Zoning has always gone with the `land,` but" With work on: the Cleveland , In 2005 and 2006 I was .the Trans ortation Counselor at the P -' should be offered encouragement, but the the city now says that. it changes with,any Street Streetscape substantially U.S..Embassy m Baghdad, working. with Iraqis to, get- their city. is requiring expensive landscaping on new lease or ownership: complete, only, punch -list items roads; bridges, tunnels, and. airports up and'running. . property that has not been required:on other with the; changes, in local economics, hous -' amenity and amens details remain. M `ob would have been impossible :without Blackwater. In Y1 like properties on Belcher, (and on Missouri , ing, banking, etc., the government agencies are Motorists will note that 45 ark-',' p rk my dealings; I found Blackwater. staff to be thorough, compe- Aye. and others such as the new CVS . Paint 'Year, all bloated with employees taken in during the g ing meters are now active at tent; and professional. It is widely- known that most are former'. ( Shop, Good to Shop,.etc., and the . _ recent: boom; and now the try to justify their they. arallel stalls salon the ro'ect g P l milita ersonnel ut t he re t i t rY P b hat t y a pa r o s and honorable beautiful Wonder Bread store. jVorie of which . jobs.Also, because of the changes in local eco-, :, route at a charge of $.50 per men and women who "see their` em to merit as continued P Y • -� show any sign of the; landscaping they are tiomics the city needs' to change its attitude hour. Six of the meters have 30- service to their country, is never reported. requiring of the Day. Care Center from condos, hotels and. shopping centers. to minute maximums to expedite Potential fora deadly atiack.lay beyond every Baghdad cor- The city should be thrilled' at ;the wonder- small businesses where the owners stay here, patronage; three in front of the ner, on every highway, and at, every meeting location = During ful job these people have done on this build - vote, raise families and pay their taxes. 'U.S.! Post Office and another' myriskier travels, when the radio crackled' with .yet another ing. This is . selective enforcement. Granted - John Hornbuckle three .'on ' the 'south side " of report of a' nearby 'attack, I remember thinking of. Roy' and - Subject:. Clearwater Marine . Aquarium.:: - arrive in a seemingly Hopeless state. and then Cleveland' Street between Ft. Harrison and Osceola Avenues.:. Dale, Gene ,.and Hoppalong those heroes of m D ' Y youth. But in Iraq it: warn t cowboys; but Blackwater s men g promising torel Creating wouldr recovering under the care of. tireless indiyid- Regular rates for all public park- that kept me safe. And 'thou h 0' Blackwat'er. contractors p g 3 like to hel romote the".. p P. uals is an mcredibl uplifting experience! y P g g garages and lots are also in . have been: killed protecting American diplomats in Iraq, not. a Clearwater rive Aquarium and the bene- Thanks.to its be weather and beach- effect. single diplomat under.Blackwater's protection Has died.- g P P .fits that; they have on our local,.wildlife and_ ,es, Florida is a: magnetic touristattraction that Downtown patrons will also _. - - One Marine Colonel, assigned to my office in Baghdad; Sur- beaches. As a long -time aquarium volunteer, `man invites countless people from around, the notice that the pedestrian tun- vived' an at while under Blackwa told me ter's guard. He I have witnessed and supported Y P osi -' world to visit the Tampa `Ba area. This is. a Y nel ui front of the Station Square that the security forces took out five of the attackers, but one tive .events regarding the rescue, rehabilita- '.great opportunity to share our, love and pride Condominium project been of the Blackwater detachment members "took a bullet in the tion and release of�local marine life and the . for, our 'cherished beach communities' The removed. Vertical construction leg.The Colonel claims he lives today because of Blackwater, education of, the aquarium's guests and Sur- > rounding community. And as far as I can see, more people care, the, more they will help to keep our beaches clean and the animals safe. ' is complete on both the Water's . Edge (Opus) and Station Square and that defender's sacrifice! Without the security. the pro- Y P the aquarium is gathering momentum to On a larger` scale people leave here ;with condominium' projects and vided; it would have been impossible: for'my team,, and other expand.this mission and do even more.amaz- more .than _a sense of how enjoyable their progress, on build -out of.both of American officials to effectively -:help bring stability to :Iraq's in things! g g cation The also leave with a sense of Y these residential: towers along govermfi ent;infrastructure,,and people;'" This performance of duty wasn't recklessness: It was bray For example, by now many `people have. "Winter", wanting to return. That hopefully will inspire the Cleveland Street Streetscape e rY heard of our tailless dolphin calf. She them to take care of our beaches as though route continues:: Incidents like these serve as remuiders of how much the is but, one ambassador for marine life. Her- • they were their. own. With the aquarium's just Paver sidewalk.near: the.proj- "streets`of Baghdad can seem like the:rougher parts of the Old. sto be ins.when; she was' 2- months -old and story g .. location being minutes from Clearwater. . g 1 ; . ect will not be completed. until West -'and "how. glad I was that the "cowboys" were on my ' encountered and .became ' entangled in an ` Beach, local , and traveling visitors' experi -. the Station Square Condo -mini- side abandoned .crab trap. This clean indicates a P Y human ences become infinitely more, memorable. Y meeting dolphin, otter, turtle, ums are complete and. Station Square Park is renovated. So next time I hear someone-call Black-Water's contractors negative impact. While in itself, this part art of Winter's "sto is heartbreakin ,there is upon a and, stin ra atahe a uarium! -. g Y q The Cleveland Street District _ cowboys, Lm going to nod in agreement and say, Yup! And ' i' hope.:even for , a tailless dolphin. The . I hope, that ,my. commentary will gain .the as it'. is now known, offciall Y they should be damn proud of it.," Clearwater Marine A` uarium is a facility, that Aquarium attention of individuals' and organizations : g opened with events on Dec. 14 (Peter McHugh is Interagency, Chair at the National Defense `m provides a' nurturing and stimulating `environ- who care about 'marine life and ecosystems and 15._ Crowds, tapped .their pp `.live Univ t Forces Staff ,College C Norfolk, Virginia ersity, Join oll\ge Previously, he was-Transportation Counselor at the U.S. ment for animals whose lives. would not con- :'and encoura e them to contribute to this g toes to entertainment tinue without the aquarium's help: Many ani- very important cause . -It has- been proven before the ribbon cuttin or g� Embassy in Baghdad.). coals who arrive at CMA present severe impact , throughout, history that a single individual , `unwrapping of the city's holi- injuries (from boats and. cars), medical condi- . can make a great' positive difference in the day gift' on Friday evening: tions like tumors' and the affects of red tide lives of so many. Each of'us can be that per- Attendees enjoyed food, refresh- from pollution), and the seconda com lica- C P son. Thanks to the vision_of eo le throe h P P g - ments.and the ambiance of the, , tions associated with strandings (such as 3rd . . out time, facilities like. the Clearwater Marine holiday lights alon 'the newl Y g Y degree dolphin sunburns (ouch!) and the , Aquarium were created,- even before marine completed thoroughfare follow - inability to `swim or eat). The Clearwater rescue facilities were heard of. We now can ` mg the .ceremony. The city. marine 'Aquarium not only addresses.: these offer animals a second .chance at a comfort- rolled out the district's new logo that will soon be visible on issues through the rescue, rehabilitation, and .. ` able and; fulfilling' life. To ; keep these non - publications, banners and mar- . release or housing, of these lucky animals, but profit facilities in' motion as . they grow to keting materials for, the area. they also go a step further. accommodate more animals in need, we Saturday's daytime ,Holiday." Through .daily on- and off- -site presenta- need the support of. people who understand Parade was afitting- kickoff to tions; interactive programs, summer. camps, ; the commitment required to save these am -. ,festivities along Cleveland Street and an informative website.(to name a' few), coals ', and the, habitats that we share -with that lasted well into the after - t guests and community members are exposed them.. In my experience, giving to the noon. Crowdspacked, the street . . to animal and environmental... conservation. Clearwater Marine Aquarium'is the same as for entertainment, games, crafts, As more people become informed about giving to. yourself. All of the beautiful ,vaca- a pe tting. zoo, and rides in' hay important issues concerning habitats that we tion spots and "wildlife that we enjoy exist wagons; 'on ponies and in a share with other species, many seem to come because of active conservation efforts. I rocket car. The city is planning away with heightened, compassion and a hope that I have inspired you to help us pro- ' additional events for . the renewed motivation to make a difference. " vide for these animals,, their cousins in the streetscape on a basis. Some of them; like myself; make' a life-long wild, and ourselves. It feels great to be a pos- .regular Watch for: details in local publi- commitment to participating in this impor- itive influence on something so. important. cations and on.. the city's web- tant mission of conservation. The?aquarium's . You can be part, of it. 'The next time you're' . site. .,work is-made possible in part by a large num- walking along beautiful _ Clearwater: Beach, Additional information about ber of devoted volunteers who, through ' enjoying the powder -white sand, admiring a _ 'downtown will continue to be direct contact with aquarium residents and colorful sunset, and staring with excited dis- available by calling. 562 -4044 or staff; have" come to'. understand the impor` belief at the sight of,a dolphin, fin or soaring by visiting the city's website at tance of making a- positive difference - every pelican, think about it! wwwmyclearwatercom/down -. day!. , Seeing is believing, and* seeing an animal -. Lori Mecca town: