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FLS2006-05032
. 0 `Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? . SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets ? SUBMIT APPLICATION FEE $ 47, • 0'0 ERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) * NOTE: 15 TOTAL SETS OF INFORMATION REQUI RED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 04/28/2006) PLEASE TYPE OR PRINT A. APPLICANT, APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: S & I Ventures, LLC P.O. Box 8589, Clearwater, FL 33758 (727) 461-3432 CELL NUMBER: S & I Ventures, LLC Juan Vazquez P.O. Box 8589, Clearwater, FL 33758 (727) 461-3432 FAX NUMBER: (727) 461-3335 E MAIL ADDRESS: JandIMGT(a Al B. PROPOSED DEVELOPMENT INFORMATION: (Code PROJECT NAME: STREET ADDRESS PARCEL NUMBER(S): PARCEL SIZE (acres): LEGAL DESCRIPTION: PROPOSED USE(S): Pegasus Avenue Parking Lot 405 & 409 Pegasus Avenue 13/29/15/826021002/0050 & 0051 CASE #: F L 12-0 0 Ic' 0 J d 3,2- RECEIVED BY (staff initials): 2 rS O DATE RECEIVED: S L W ORIGINAL RECEIVED AUG 08 2006 PLANNING DEPARTMENT CITY OF CLEARWATER n 4-202.A) PROJECT VALUATION: $ 60,000 0.388 PARCEL SIZE (square feet): 16,900 _ Lot 5, Block B, Map or Plat entitled "Unit C of SKYCREST SUBDIVISION," As recorded in Plat J Book 28, Page 30 of the Public Records of Pinellas County, Florida. Parking Lot DESCRIPTION OF REQUEST: Specifically identify the request (include number of units or square footage of non-residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) A 19 space Parking Lot with driveway access off of Pegasus Avenue. Page 1 of 7 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 X (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. Existing Site is occupied by three (3) small office buildings, with asphalt parking, and is over 75 % impervious coverage. The proposed development is to demo the existing site and construct a parking lot that will have less than 56% impervious coverage. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The proposed parking lot will have significant increase in "green" area over the existing and will have landscape buffers per current City of Clearwater landscaping codes. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The proposed parking lot will be lighted for safety. The direct parking off Pegasus Avenue will be eliminated. Therefore persons utilizing the parking lot will not back out onto Pegasus Avenue as they do under current conditions. 4. The proposed development is designed to minimize traffic congestion. Existing direct parking off of Pegasus Avenue will be eliminated and the new driveway for the proposed parking lot will be shifted over 35' further north than the existing drive way, alleviating any problems that may be occurring at the corner of Gulf-to-Bay Boulevard and Pegasus Avenue. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The existing site contains three (3) seperate buildings for small business use, with asphalt parking. The proposed project is to construct a parking lot. To the South is an existing fast food restaurant, to the east is a building for office use. To the North is residential. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. Visual - A fence with landscaping towards the outside is proposed on the North property line. Proposed lighting will not cast directly of site. Acoustic - The existing site contains parking areas for the small business use - No anticipated effects. Hours of Operation - The parking lot will be for.overflow parking during daytime hours of operation for the adjacent restaurant, evening hours very little use is expected. Page 2 of 7 a • WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) ? Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) - Explain how each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) ? A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormvater 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): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4202.A) ? SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; ? TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees; ? TREE INVENTORY; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; ? LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ? GRADING PLAN, as applicable; ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; Page 3 of 7 • G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A) ? SITE PLAN with the following information (not to exceed 24" x 36"): Index sheet referencing individual sheets included in package; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; _ All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including _ description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights-d vay within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; _ Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3-201(D)(i) and Index #701); _ Location of all landscape material; Location of all onsite and offsite stormwater management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. ? SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: EXISTING REQUIRED PROPOSED 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); ? FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: NIA _ One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; _ All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); _ Building and structural setbacks (dimensioned); Structural overhangs; Page 4 of 7 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ? LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; _ Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ? REDUCED COLOR LANDSCAPE PLAN to scale (8'/1 X 11); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) ? BUILDING ELEVATION DRAWINGS - with the following information: N/A 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) NIA ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All FROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8'/z X 11) (color), if submitting Comprehensive Sign Program application. Page 5 of 7 • • K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. ? 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 posfdevelopment levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. CA TION - 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. Fire Flow Calculations/Water Study is not required. CA TION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. l or STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this ,,4 day of ?E , A.D. 201 to me and/or by who is personally known has produced antifcation. rig.y eggy A Glover 4 . Commission D0172479 Nota u li , Vcr ;off Expires January 07 2007 My co- mission expires: Page 6 of 7 N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: S & I Ventures, LLC 2. That (I arr(we are) the owner(s) and record title holder(s) of the following described property (address or general location): 405 & 409 Pegasus Avenue - _ _ - - - 3. __ -_- _` That this property constitutes the property for which a request for a: (describe request) Construction of a parking lot. 4. That the undersigned (has/have) appointed and (does/do) appoint: Juan Vasquez as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (I/we rsigne authority, hereby certify t t the foregoing is true and correct. perty O er Vasquez - Property Owner Z - ' Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS ? - day of Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this ? personally appeared ?? /? V t t G? E who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. Peggy A Glover My Commission DD172479 Expires January 07 2007 ure No ry blic Signa t Notary Seal/Stamp My Commission Expires: Page 7 of 7 • • CITY OF CLEARWATER - FLEXIBLE STANDARD APPLICATION Written Submittal Requirements (Flexible Criteria) K. Off-Street Parking 1. Access to and from the parking lot shall be based on the size and design of the lot and approved by the Community Development Coordinator. Answer. The proposed parking lot contains 19 parking stalls and a 24' wide paved access is also proposed to allow entrance from the existing parking lot for the adjacent McDonald's restaurant to the South. 2. All outdoor lighting is so designed and located so that no light fixtures cast light directly on the adjacent land Answer. No proposed light fixtures cast light directly to adjacent land. Please see Sheet 1-1 (Lighting Plan) of the Site Construction Plans. 3. If the parking lot is adjacent to residentially used or zoning property, such off-street parking spaces shall be screened by a wall or fence of at least four (4) feet in height which is landscaped on the external side with a continuous hedge or non-deciduous vine. Answer. A fence is proposed on the North side of the property abutting a HDR zoned property. Please see the landscape plan for the location of the proposed hedge outside the fence. J:\j n\0078\Words\FlexibleStandardApp Requi rements060606kk.wpd f EXIST. REM FN ,e 124- TO 46 VO F7ilYiT. TREE Jr OV To Ria"IN I t C. p \ t ---------- ------ ------ 60D SOD - r r r? . I a? Y f 4 i????ss• ?BAHIA i ICJ Ol I 25 LMV 6 wua:H. wo+:,r,s wu nr.cr uw.w aaawe m+nawww m.wn e r ?,r,aw,. aco w? w c: 0 Q 0 ? 22 LW AN MST. PALM N TM Ur TO REMAI 60ST.TREE r 4, TOREKAW U $ Fy i l? ? --900 St3D t r? t) i vJ ! j ih - ?' a ?f \ \, 2 j EMT. TREE AFab__]?NOe 'k 70REMAN f` 2D w 40" Q { ! .? _?. f i f ? Y MST. TM V TO REM" 1{- -} -r,, i 1 3Tv00 _o.--- -- ell- 60 LMV 5 Ix 39 R1 R ' PLANTING PLAN (Color Rendering) ? ?ae1 11 _P LANTI N G_PLAN_R endering Agn j` Z' q?4 (? 3 ?a L, A I { DUST. TREE 1e'r7A" 46 VO TO REAWN DcuSr. TREE as j ' 2 OV 8c) 2'- 5 3 13 00' r w . SOD'' I I ,?..= SOD i I T \ `J SAMA 25 LMV i"uA _ _? ?* I d 22 LMV,? 1 RI SOD, T I{ -SOD SOD 1 tit f " I OMT PALM TREE Ur . TO REYwR 8 ?; v i - <? TRMr 70 V4 REWA , e F4 TREET -. TOREMAN \ TORS" K11`? 0 10 m ]tl OR m --? -- TERM _ I L,...?....?..,.?..W ?.?...._ _..- C u?w aawAn maEV®.w er,eum. c uaarFUno+ amo nwcu•xa mom: c 0 Q J CD C ?G CU o €3 lei D-W areaW ice Is Ix R 1 +? ` PLANTING PLAN (Color Rendering). \L1_PLANTING_PLAN_Render ng.dgn ;rols?T?R?ttrlxa• 48 VO ( ? {I - • EXIST. TREE IV 2 QV ' I' II TORFMOM TERRA UW6 1 60D` SOD r m.o a zfi w. r r { "'";NF' ??as"1FY" 7# E SOD ? j i 1Lr I?.J \ y? C I 1 CJ 'r?,.? 25LLmv I UA# W J 1 i i 111 - r l ?? 0- 22 LMV, O 1 fEMT.FAIL TREE +B• ? w 6 ? 1. 1 Rr f t. 71 r . TO REMAIN It 1 jyA t o 1 _ ? SOD ? U? :. VAIN SOD SOD ? r 4 I Cs l > I 1 ie i 1 ?{ ?a 1,. --- I BANTA "EKIfiT. TREE T" YJ ? ' 1 . fi PP ! ? ? ` ? ro REMAIN - TO PTREE C r E TO FJMW ?`-'_ W I ' ;1 t ? ? ? ------------ a 0 10 PD w On EXIST TREE Ir TO REMAM ------------- y = - 7 -'- y? \\4 \ \ Drs W' Ovtl q^ LLJ y i \ Ik'm 15 Ix 39 RI ! 4 ?, PLANTING PLAN (Color Rendering) ..\L1_PLANTING_PLAN_Rendering.dgn ORIGINAL RECEIVED AJJG 0 8 2006 PLANNING uEPARTMENT CITY OF CLEARWATER • roe o"sM Jim Kurtz, Area Construction Manager McDonald's USA, LLC 10150 Highland Manor Drive Suite 470 Tampa, Florida 33610 August 7, 2006 RE: 405 & 409 S. Pegasus Ave. Tree Assessment Dear Mr. Kurtz: ENGAGEMENT As you requested, I have completed my assessment of the referenced property. ASSIGNMENT My assignment was to inventory and assess each subject tree as annotated on a provided tree survey in accordance with the City of Clearwater's tree grade requirements, record each subject tree's grade onto the provided survey, and provide a written report of inventory and tree assessment. SUMMARY OPINION There are seventeen trees onsite. There are 6 trees which are # 0, 1, or 2 (highlighted in pink on the attached survey), 9 trees which are # 3 (highlighted in yellow on the attached survey), and 1 tree which is # 4 (highlighted in blue on the attached survey). In addition, there is 1 cabbage palm (Saba) palmetto) with ten feet (10') or more of clear trunk. Following is an explanation of the rating system which was used: CITY OF CLEARWATER TREE RATING SYSTEM 0 Dead, require removal 1 Poor (nearly dead, hazardous), require removal 2 Below Average (declining, diseased, poor structure, potential hazard), require removal. 3 Average (worthy of preservation but has some minor problems, minor decline, tip die-back, minor inclusion) problems can be corrected. 4 Above Average (rather healthy tree with very minor problems) 5 Outstanding (very healthy) 6 Specimen (unique in size, age, exceptional quality) 1015 Michigan Avenue • Palm Harbor, FL 34683 • (727) 786-8128 4 (727) 789-1697 Fax ' McDonald's August 7, 2006 ' Author: Amy B. Hurst Certified Arboris4 #FL-1345A Certibed - Bureau of Entomology, #JE109517 ' Page 2 Trees rated 0-2 should be removed because they pose a hazard, no replacement ' required, trees rated 3 are worthy of preservation but could be sacrificed to allow additional preservation requirements for trees rated 4-6, trees rated 4-5 should receive most of the attention for preservation. Great efforts must be made to ' preserve these trees, and trees rated 6 (very rarely used) are trees that cannot be removed. ' Please note that my grading of these subject trees is based upon their in-place condition at the time of my assessment. There exist discrepancies in tree names in the field and on the site plan. The correct names can be found on the attached charts and site plan. Please advise if I may be of further assistance to you in this matter. ' I affirm that my opinions have been made in total good faith, based on the facts presented during my inspection, with no coercion from others. I further affirm that I have no interest with the parties or people involved with this issue nor any ' interest with regard to the outcome. Trees of concern were inspected for highly visible and patent signs or symptoms ' of stress or decline. Problems not apparent upon visual inspection cannot be and were not noted. All trees of concern should be monitored on an annual basis for new or deteriorating conditions. Sin rely, Amy H rst ' Certi ied Arborist • 0 405 AND 409 S. PEGASUS AVE. Author. Amy B. Hurst TREE ASSESSMENT August 7, 2006 NUMBER NAME SIZE CONDITION 1 LIVE OAK 16",24" 4 2 WILD TAMARIND 16" 1 3 AVOCADO 7" 3 4 AVOCADO 9" 2 5 CITRUS 9" 2 6 CHINABERRY 6" 3 7 CABBAGE PALM 16" 3 8 CHERRY LAUREL 7" 3 9 CHERRY LAUREL 11" 2 10 CHERRY LAUREL 11" 2 11 CHERRY LAUREL 711,811,91f 2 12 AVOCADO 8" 3 13 AVOCADO 9" 3 14 LIVE OAK* 11" 3 15 LIVE OAK* 13" 3 16 LIVE OAK* 11" 3 17 LIVE OAK* 11" 3 * OFF PROPERTY ?UCD Q? F m INSTALL TREE CONST. SANDBAG U0 BARRICADE (TYP.) CEMENT RIP-RAP w F- SUMP BASIN z? wQxi I w I ' CONST. 79.0 L.F. - 12" X 18" Q? 000t ` (CL IV) E.R.C.P. ® .20% w? - S-2 r 171 171 Hi;, r_1 r1 ?n_ n : if- l i? i R?• ? V Ir ?a= 12 586 es 9 ?° h _ INSTALL STAKED SILT Q o w sIQ6 9TH °?? ?`°- k5 - ?ell SCREEN FENCE (TYP.) > ?? a i I 9? c 9R 9 h h c??'" ° S _ 9 1. N Q, `v? C7 ? s i1, a- ? Z - ? I w? 2.O o I 3.16% W •? ---- w op c ?-? - U'? U I s Q?G O er! In LL: x LUC) mm's ( h1; (MIN.) J ??w ? II > 'o Im D' w 1 h1 -_.I_ - 58 00 Q )? Y N Z: aZASPLLJ I I r M,F 9 ?? se s o1, r z I j . i . s9l 60 C, AS s 111 I F- F II . •.\ I' I I i x, I ?? 59.1) J ?5J w - ?IQ LLJ LLJ I 586 m } Z 04 W ._._...____00N SEE TYPICAL POND j" CROSS SECTION ON SHT. NO. 2.5 Q x, i P10 - P10 'I) AKED SILT NCE (TYP ^ (MIN.) ! F ti 1 9 DQ s l j -- -,y s8 1 ? 0' e6? So sa3' y0 c , 1S 41 I r y ` • ..,?? F RIDGE LINE ..: ?. -?.?- i Li ..U LJ u_ 3T. 11?t L.F. CONC. LOCK WALL TO BE REMOVED TC Ac? 58.OOTC? I \ ??? ?? A '58.00* 1K SAWCUT EXIST. PAV'T. h i MEET & MATCH EXIST. PAV'T. GRADES 20 10 0 20 SCALE IN FEET 20 TREE LEGEND "'O - CITRUS 9 0 - OAK 9"A - jur&405 Awcolo 9" ? - CHERRY LA"CC - PALM el? 9 - DENOTES TREE TO BE REMOVED r? 0 )- DENOTES TREE TO BE BARRICADED w. J un?_nowl - W i I "ra ma?^nd? LEGEND EXISTI ?° o0 z PROP, S h PROP S-1 DEN01 DENOI AND n n DENOI STORM STRUCTURE TABLE I.E. = 56.50 SEE DETAIL ON SHT.NO. SP-2.5 S_2 MITERED END SECTION F.D.O.T. INDEX NO. 272 1. E. = 56.34 S-1 OUTFALL CONTROL STRUCTURE FL southkst Florida ` = t i t t Di M m __ ^ r c s anagemen Water An Equal Bartow Service Office Lecanto Service Office Opportunity 170 Century Boulevard Suite 226 Employer Bartow, Florida 33830-7700 3600 West Sovereign Path (863) 534-1448 or Lecanto, Florida 34461-8070 1-800-492-7862 (FL only) (352) 527-8131 SUNCOM 572.6200 SUNCOM 667-3271 Talmadge G. "Jerry" Rice Chair, Pasco Judith C. Whitehead Vice Chair, Hernando Neil Combee Secretary, Polk Jennifer E. Closshey Treasurer, Hillsborough Edward W. Chance Manatee Thomas G. Dabney Sarasota Heidi B. McCree Hillsborough Sallie Parks Pinellas Todd Pressman Pinellas Maritza Rovira-Forino Hillsborough Patsy C. Symons DeSoto David L. Moore Executive Director William S. Bilenky General Counsel July 24, 2006 Juan Vazquez S & I Ventures, LLC Post Office Box 8589 Clearwater, FL 33758 2379 Broad 40.1 Brooksville, Florida 34604-6899 (352) 796-7211 or 1-800-423-1476 (FL only) SUNCOM 628-4150 TDD only 1-800-231-6103 (FL only) On the Internet at: WaterMatters.org Sarasota Service Office 6750 Fruitville Road Sarasota, Florida 34240-9711 (941) 377-3722 or 1.800-320-3503 (FL only) SUNCOM 531.6900 Subject: Notice of Final Agency Action for Approval ERP General for Minor Systems Permit No. 46031242.000 Project Name: Pegasus Avenue Parking Lot County: Pinellas SecrFwp/Rge: 13/29S/15 E Dear Mr. Vazquez: Tampa Service Office 7601 Highway 301 North Tampa, Florida 33637-6759 (813) 985-7481 or 1-800-836-0797 (FL only) SUNCOM 578-2070 This letter constitutes notice of Final Agency Action for approval of the permit referenced above. Final approval is contingent upon no objection to the District's action being received by the District within the time frames described below. You or any person whose substantial interests are affected by the District's action regarding a permit may request an administrative hearing in accordance with Sections 120.569 and 120.57, Florida Statute, (F.S.), and Chapter 28-106, Florida Administrative Code, (F.A.C.), of the Uniform Rules of Procedure. A request for hearing must: (1) explain how the substantial interests of each person requesting the hearing will be affected by the District's action, or proposed action, (2) state all material facts disputed by the person requesting the hearing or state that there are no disputed facts, and (3) otherwise comply with Chapter 28-106, F.A.C. Copies of Sections 28-106.201 and 28-106.301,. F.A.C. are enclosed for your reference. A request for hearing must be filed with (received by) the Agency Clerk of the District at the District's Brooksville address within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the date on which this notice is deposited in the United States mail. Failure to file a request for hearing within this time period shall constitute a waiver of any right you or such person may have to request a hearing under Sections 120.569 and 120.57, F.S. Mediation pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the District's action in this matter is not available prior to the filing of a request for hearing. Enclosed is a "Noticing Packet" that provides information regarding the District Rule 40D-1.1010, F.A.C., which addresses the notification of persons whose substantial interests may be affected by the District's action in this matter. The packet contains guidelines on how to provide notice of the District's action, and a notice that you may use. The enclosed approved construction plans are part of the permit, and construction must be in accordance with these plans. ORIGINAL RlFrFIVED !i ' ° 3 0 8 2006 PLANNING oar.,:. E- CITY OF CLEARWATER Permit No.: 46031242.000 . Page 2 of 2 • July 24, 2006 If you have questions concerning the permit, please contact Michelle L. Maxey, at the Tampa Service Office, extension 2065. For assistance with environmental concerns, please contact Alberto J. Martinez, P.W.S., extension 2007. Sincerely, Alba E. Mas, P.E., Director Tampa Regulation Department AEM:MLM:gjn Enclosures: Approved Permit w/Conditions Attached Approved Construction Drawings Statement of Completion Notice of Authorization to Commence Construction Noticing Packet (42.00-039) Sections 28-106.201 and 28-106.301, F.A.C. cc/enc: File of Record 46031242.000 P. J. Shah, P.E., Cumbey and Fair, Inc. ORIGINAL RECEIVED 0 8 2006 Ot?r ' ?xrr_tt3Ap?MENt 0 0 SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE GENERAL FOR MINOR SURFACE WATER MANAGEMENT SYSTEMS PERMIT NO. 46031242.000 Expiration Date: July 24, 2011 Issue Date: July 24, 2006 This permit is issued under the provisions of Chapter 373, Florida Statutes, (F.S.), and the Rules contained in Chapters 40D-4 and 40D-40, Florida Administrative Code, (F.A.C.). The permit authorizes the Permittee to proceed with construction of a surface water management system in accordance with the information outlined herein and shown by the application, approved drawings, plans, specifications, and other documents, attached hereto and kept on file at the Southwest Florida Water Management District (District). Unless otherwise stated by permit specific condition, permit issuance constitutes certification of compliance with state water quality standards under Section 401 of the Clean Water Act, 33 U.S.C. 1341. All construction, operation and maintenance of the surface water management system authorized by this permit shall occur in compliance with Florida Statutes and Administrative Code and the conditions of this permit. PROJECT NAME: Pegasus Avenue Parking Lot GRANTED TO: S & I Ventures, LLC Post Office Box 8589 Clearwater, FL 33758 ABSTRACT: This permit authorizes the construction of a 0.39-acre parking lot project and the associated surface water management system. Water quality treatment will be provided via on-line retention. OP. & MAINT. ENTITY: S & I Ventures, LLC COUNTY: Pinellas SEC/TWP/RGE: 13/29S/15E TOTAL ACRES OWNED OR UNDER CONTROL: 0.39 PROJECT SIZE: 0.39 Acre LAND USE: Commercial DATE APPLICATION FILED: June 16, 2006 AMENDED DATE: N/A SPECIFIC CONDITIONS If the ownership of the project area covered by the subject permit is divided, with someone other than the Permittee becoming the owner of part of the project area, this permit shall terminate, pursuant to Section 40D-1.6105, F.A.C. In such situations, each land owner shall obtain a permit (which may be a modification of this permit) for the land owned by that person. This condition shall not apply to the division and sale of lots or units in residential subdivisions or condominiums. ORIGINAL RECEIVED AUG 0 8 2006 PLANNING DEPARTMENT C11Y OF CI_EARWATER Permit No.: 46031242.000 . Page 2 of 2 . July 24, 2006 2. Unless specified otherwise herein, two copies of all information and reports required by this permit shall be submitted to: Tampa Regulation Department Southwest Florida Water Management District 7601 U.S. Highway 301 North Tampa, FL 33637-6759 The permit number, title of report or information and event (for recurring report or information submittal) shall be identified on all information and reports submitted. The Permittee shall retain the design engineer, or other professional engineer registered in Florida, to conduct on-site observations of construction and assist with the as-built certification requirements of this project. The Permittee shall inform the District in writing of the name, address and phone number of the professional engineer so employed. This information shall be submitted prior to construction. 4. Within 30 days after completion of construction of the permitted activity, the Permittee shall submit to the Tampa Service Office a written statement of completion and certification by a registered professional engineer or other appropriate individual as authorized by law, utilizing the required Statement of Completion and Request for Transfer to Operation Entity form identified in Chapter 40D-1.659, F.A.C., and signed, dated and sealed as-built drawings. The as-built drawings shall identify any deviations from the approved construction drawings. 5. The District reserves the right, upon prior notice to the Permittee, to conduct on-site research to assess the pollutant removal efficiency of the surface water management system. The Permittee may be required to cooperate in this regard by allowing on-site access by District representatives, by allowing the installation and operation of testing and monitoring equipment, and by allowing other assistance measures as needed on site. For dry bottom retention systems, the retention areas shall become dry within 72 hours after a rainfall event. If a retention area is regularly wet, this situation shall be deemed to be a violation of this permit. The operation and maintenance entity shall submit inspection reports in the form required by the District, in accordance with the following schedule. For systems utilizing retention or wet detention, the inspections shall be performed two (2) years after operation is authorized and every two (2) years thereafter. This permit is issued based upon the Permittee's certification that the surface water management system meets all applicable rules and specifications, including the Conditions for Issuance of Permits provided in Rule 40D-40.301(1), F.A.C. If at any time it is determined by the District that the Conditions for Issuance have not been met, upon written notice by the District, the Permittee shall obtain a permit modification and perform any construction necessary thereunder to correct any deficiencies in the system design or construction to meet District rule criteria. The Permittee is advised that the correction of deficiencies may require re-construction of the surface water management system. GENERAL CONDITIONS The general conditions attached hereto as Exhibit "A" are hereby incorporated into this permit by reference and the Permittee shall comply with them. _ - ORIGINAL RECEIVED Authorized Signature UG 08 2006 "LANNING DEPARTMENT "i E ` ;,,ail= ``LEARWATER 405 & 409 SOUTH PEGASUS AVENUE PARKING LOT ADDITION DRAINAGE ANALYSIS FOR CITY OF CLEARWATER ORIGINAL RECEIVED MAY 2 5 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Prepared by: Cumbey & Fair, Inc. 2463 Enterprise Road Clearwater, FL 33763 Phone: (727) 797-8982 Fax: (727) 791-8752 ORIGINAL RECEIVED AUG 0 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER MAY, 2006 C&F Job No. 007B JAjn\0076\Drainage\Drainage Calculations Cvr 0506.doc P.J. Shah, P.E., #21y180? , w 405 & 409 S. Pegasus Av . Parking Lot Addition PROJECT NARRATIVE Description • May 2006 C&F Job No.: 007B Page 1 The Parking Lot Addition at 405 & 409 South Pegasus Avenue is a proposed redevelopment of an existing parcel which utilizes older homes converted to office space. The project consists razing all buildings and existing parking features and constructing a 19 space parking lot addition for the adjacent McDonald's restaurant. Location The Parking Lot Addition at 405 & 409 South Pegasus Avenue is located in central Pinellas County, near the corner of SR 60 (Gulf to Bay Blvd) and South Pegasus Ave. in Clearwater, in Section 13, Township 29, Range 15. Existing Drainage Conditions The project is a 16,900 sf parcel which contains no stormwater management facility. Drainage overland flows to South Pegasus Avenue where it enters an existing storm sewer system (curb inlet). Proposed Drainage Conditions The project will ultimately discharge into the same inlet along South Pegasus Ave. Prior to discharge, the drainage will be directed to a stormwater treatment pond (Pond 10). This pond is designed to treat the first %" of runoff from the entire site and attenuate the pre-developed discharge rate for the 25-year 24- hour storm event as required by the City of Clearwater for redevelopment. Pond 10 will outfall out through a sump before overland flowing to South Pegasus Ave. and ultimately to the curb inlet along the east side of South Pegasus Ave. Treatment recovery is accomplished through percolation within the 24 hours required by the City of Clearwater. Modret 6.1 was utilized to model the Pond 10. Input and output data for the computer program are provided in the Drainage Calculations. Maintenance The project will be operated and maintained by the Owner, S & I Ventures, LLC. Analysis Conclusion The pre-developed and post-developed conditions were calculated utilizing the rational method for this project. The 1/2" of treatment volume and attenuation are accomplished in Pond 10. The post-developed discharge rate of the site directly to South Pegasus Ave. is reduced from the pre-developed conditions for the 25-year, 24-hour storm event. Please see the rational method calculations provided in the Drainage Calculations. For the proposed dry pond 10, the treatment volume is recovered by percolation within 6 hours. Results are as follows: Project Basin Directly to South Pegasus Ave. ORIGINAL Pre-Developed Post-Developed RECEMD Q = 1.09 cfs Q = 1.08 cfs.'.. i 0 8 2006 MANNING DEPARTMENT J:\jn\007B1Drainage%Projec Narrative_0506.doc t,;,l OF CLEARWATER • . r STORMWATER CALCULATIONS PROJECT NAME: McDonald's 1860 Gulf Blvd PROJECT NUMBER: 007B FILENAME: J:\jn\007B\Drainage\Excel\[Rational Method Calcs halfinch.xls]POSTDE PRE-DEVELOPMENT CONDITIONS AREA PRODUCT LAND USE (ft-2) 'Cl C x A IMPERVIOUS 12,450 0.95 11,828 PERVIOUS 4,450 0.20 890 TOTAL 16,900 12,718 'C' AVERAGE = 0.75 CAVERAGE* = 0.38 *Due to redevelopment criteria for the City of Clearwater. CONCENTRATION TIME** = 15 MINUTES **Minimum required by the City of Clearwater. PRE DEV DISCHARGE Lot 5 RAINFALL (IN/HR) 7.50 (PER FDOT ZONE 6 25YR) COEFFICIENT 0.38 AREA (AC) 0.39 QPRE = 1.09 cfs ALLOWABLE DISCHARGE 04:16 PM ORIGINAL RECEIVED tjG 0 81006 PLANNING DEPARTMENT Page 1 of 4 CITY OF CLEARWATER • STORMWATER CALCULATIONS PROJECT NAME: McDonald's 1860 Gulf Blvd PROJECT NUMBER: 007B FILENAME: J:\jn\007B\Drainage\Excel\[Rational Method Calcs halfinch.xls]POSTDE POST-DEVELOPMENT CONDITIONS AREA PRODUCT L A N D USE (ft-2) 'C' C x A IMPERVIOUS 8,094 .0.95 7,689 PERVIOUS 6,556 0.20 1,311 STORM WATER POND 2,250 1.00 2,250 TOTAL 16,900 11,251 'C' AVERAGE = 0.67 CONCENTRATION TIME** = 15 minutes **Minimum required by the City of Clearwater. 1/2" RUNOFF = 704 ft^3 Page 2 of 4 04:16 PM ORIGINAL RECEIVED k,uG 0 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER STORMWATER CALCULATIONS 0 PROJECT NAME: McDonald's 1860 Gulf Blvd PROJECT NUMBER: 007B FILENAME: J:\jn\007B\Drainage\Excel\[Rational Method Calcs_halfinch.xls]POSTDE ALLOWABLE DISCHARGE RAINFALL (IN/HR) 7.50 (PER FDOT ZONE 6 25YR) Q' PRE = 1.09 cfs ALLOWABLE DISCHARGE MODIFIED RATIONAL METHOD (POST DEVELOPED) 25 YEAR FREQUENCY ZONE 6 RAINFALL RAINFALL RAINFALL DURATION INTENSITY DURATION INFLOW OUTFLOW STORAGE (minutes) (in/hr) (hours) (cfs) (cfs) (ft-3) 10 8.40 0.17 2.17 1.09 645 15 7.40 0.25 1.91 1.09 735 20 6.50 0.33 1.68 1.09 701 30 5.40 0.50 1.39 1.09 540 45 4.40 0.75 1.14 1.09 112 60 3.70 1.00 0.96 1.09 0 75 3.25 1.25 0.84 1.09 0 90 2.90 1.50 0.75 1.09 0 105 2.60 1.75 0.67 1.09 0 120 2.40 2.00 0.62 1.09 0 150 2.04 2.50 0.53 1.09 0 180 1.80 3.00 0.46 1.09 0 240 1.50 4.00 0.39 1.09 0 360 1.12 6.00 0.29 1.09 0 480 0.93 8.00 0.24 1.09 0 720 0.70 12.00 0.18 1.09 0 960 0.57 16.00 .0.15 1.09 0 1200 0.50 20.00 0.13 1.09 0 1440 0.44 24.00 0.11 1.09 0 STORAGE SUMMARY REQUIRED 25 YEAR STORAGE _ REQUIRED TREATMENT = 735 f A3 704 ft^3 04:16 PM TOTAL REQUIRED STORAGE = 1,439 ft^3 ORIGINAL RECEIVED AUG 0 8 2006 PLANNING DEPARTMENT Page 3 of 4 CITY OF CLEARWATER 0 0 STORMWATER CALCULATIONS PROJECT NAME: McDonald's 1860 Gulf Blvd PROJECT NUMBER: 007B FILENAME: J:\jn\007B\Drainage\Excel\[Rational Method Calcs halfinch.xls]POSTDP STAGE-STORAGE & STAGE-DISCHARGE 25YR POST DEVELOPMENT OVERFLOW INVERT = 57.50 WIDTH = 1.33 ft HEIGHT = 0.50 ft WEIR'C' VALUE = 3..20 04:16 PM 57.00 1,270 58.00 2,770 0.10 DEFAULT VALUES 3 TOTAL 'V' INCR. AREA AREA INC. VOL. OUTFLOW ELEV (ft^2) (ft-2) (ft-3) (cfs) 57.00 1,270 1,270 0 0.00 57.10 1,420 1,420 135 0.00 57.20 1,570 1,570 284 0.00 57.30 1,720 1,720 449 0.00 57.40 1,870 1,870 628 0.00 57.50 2,020 2,020 -------- 823 ---------- 0.00 1/2 INCH ---------- -------- 57.60 ---------- 2,170 ---- 2,170 1,032 0.13 57.70 2,320 2,320 1,257 0.38 57.80 2,470 2,470 1,496 0.70 57.90 2,620 2,620 1,751 1.08 25yr24hr 58.00 2,770 2,770 2,020 1.50 58.10 2,920 2,920 2,305 1.89 58.20 3,070 3,070 2,604 2.15 58.30 3,220 3,220 2,919 2.37 58.40 3,370 3,370 3,248 2.58 58.50 3,520 3,520 3,593 2.77 ORIGINAL RECEIVED AUG 0 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Page 4 of 4 • 0 405 and 409 SOUTH PEGASUS AVE. PARKING LOT ADDITION STAGE/STORAGE CALCULATIONS POND 10 DESGRIPTfON STAGE (Ft.)_ AREA (S? ' AREA (Acs) VOL. PRVD. (Ac-ft) VOL. PRVD.' (cf) REQ. TR5ATMENT-1/2" cfl DRAINAGE AREA 16900 0.39 704 POND BOTTOM 57.00 1270 0.03 WEIR EL. 57.50 1750 0.04 0.017 755 OK DLW 58.00 2250 0.05 0.023 1000 TOB 58.50 2770 0.06 ORIGINAL RECEIVED AUG o s 2006 PLANNING DEPARTMENT CITY OF CLEARWNTER CUMBEY & FAIR, INC 5/23/2006 File: Stage-Storage Calculations.xls Sheet: Stage-Storage 0 0 MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME : Lot 5 Parking Lot - Pond 10 POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS INCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L/W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond/Exfiltration Trench 1,270.00 ft2 1,760.00 ft3 5.80 52.50 ft 54.50 ft 57.00 ft 57.00 ft 58.00 ft 0.15 6.26 ft/d 2.00 9.40 ft/d 0.20 1.00 Hydraulic Control Features: Top Bottom Left Right Groundwater Control Features - Y/N N N N N Distance to Edge of Pond 0.00 0.00 0.00 0.00 Elevation of Water Level 0.00 0.00 0.00 0.00 Impervious Barrier - Y/N N N N N Elevation of Barrier Bottom 0.00 0.00 0.00 0.00 ORIGIN4 RECEIVED ?S??G ? 8 2006 DEPARIMENI P CN of LEARWOER 0 0 MODRET TIME -RUNOFF INPUT DATA PROJECT NAME: LOT 5 PARKING LOT - POND 10 STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 2.88 476.25 1 1.00 278.75 2 2.52 0.00 3 2.52 0.00 4 2.52 0.00 5 2.52 0.00 6 2.52 0.00 7 2.52 0.00 8 2.52 0.00 9 2.52 0.00 ORIGINAL RECEIVED t% 0 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 MODRET SUMMARY OF RESULTS PROJECT NAME : Lot 5 Parking Lot - Pond 10 1 CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 54.500 0.000 0.00000 0.00 54.500 0.05383 0.04349 3.88 57.084 0.03315 0.00 0.02644 5.43 57.000 0.02272 0.00 0.01899 8.91 56.850 0.01685 0.00 0.01471 11.42 56.775 0.01342 0.00 0.01214 13.94 56.712 0.01130 0.00 0.01046 16.45 56.658 0.00986 0.00 0.00926 18.97 56.611 0.00880 0.00 0.00834 21.48 56.568 0.00798 0.00 0.00762 24.00 56.529 0.00 ORIGINAL R C 401,11G 08 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Maximum Water Elevation: 57.084 feet @ 3.88 hours Recovery @ 5.433 hours * Time increment when there is no runoff INFILTRATION : LOT 5 PARKING LOT - POND 10 0 m ca L -F/ ?C G 05 Z ? QZ G-) ,o0o O X0 0 Ml v CC) m C v M Total Volume Infiltrated = 755 ft' 0 1 2 3 4 Time (hrs) c Q Information mTo Build On Engineering • Consulting • Testing GEOTECHNICAL ENGINEERING SERVICES REPORT For the Proposed Stormwater Pond 1860 Gulf to Bay Boulevard Clearwater, Florida Prepared for McDonald's USA, LLC 10150 Highland Manor Drive Suite 470 Tampa, Florida 33610 Michael J. Stanbrough '---- Staff Engineer Prepared by Inc ional Service Industries f P , . ro ess 5801 Benjamin Center Drive Martin E: Millburg, P.E. t ?? Suite 112 Geotechnical Department Manager Tampa, Florida 33634 Florida License No. 36584 Telephone (813) 886-1075 Fax (813) 888-6514 Engineering Business No. 3684 PSI Project No. 775-55387 January 2, 2005 ORIGINAL RECEIVED AUG 08 200& PLANNING DEPARTMENT CITY OF CLEARWATER • • TABLE OF CONTENTS 1.0 PROJECT INFORMATION .........................................................................................1 1.1 PROJECT AUTHORIZATION ........................................................................................... 1 1.2 PROJECT DESCRIPTION ............................................................................................... 1 1.3 PURPOSE AND SCOPE OF WORK .................................................................................. 1 2.0 SITE AND SUBSURFACE CONDITIONS ...................................................................2 2.1 SITE LOCATION, DESCRIPTION, AND BACKGROUND ......................................................... 2 2.2 PINELLAS COUNTY SOIL SURVEY .................................................................................. 2 2.3 SUBSURFACE CONDITIONS .. ........................................_................................................. 2 2.4 GROUNDWATER INFORMATION ..................................................................................... 3 2.5 INFILTRATION TEST ..................................................................................................... 3 3.0 REPORT LIMITATIONS ..............................................................................................4 LIST OF SHEETS BORING LOCATION PLAN AND SOIL PROFILE .................................................................. SHEET 1 ORIGINAL RECEIVED A,UG 0 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER McDonald's USA LLC, Inc. ??/ Page i Proposed Stormwater Pond PSI Project No. 775-55387 0 0 1.0 PROJECT INFORMATION 1.1 PROJECT AUTHORIZATION Authorization to proceed with this project was issued by Jim Kurtz with McDonalds USA, LLC, by acceptance of our "Geotechnical Engineering Services Proposal" dated December 9, 2005. This report includes the results of the study. 1.2 PROJECT DESCRIPTION The project is for a proposed stormwater pond to be located at 1860 Gulf to Bay Boulevard in Clearwater, Florida. A boring location plan of the area is included on Sheet 1. 1.3 PURPOSE AND SCOPE OF WORK It is our understanding that the proposed pond is to be located in an existing paved parking area. In this regard, engineering assessments of the following items have been formulated: Determine soil profiles of the project area. 2. Identification of groundwater levels, including an estimate of seasonal high water levels. 3. Determine the infiltration rate of the soils in the proposed pond. The following services have been provided in order to achieve the preceding objectives: Reviewed readily available published topographic and soils information. This published information was obtained from the "Clearwater, Florida" Quadrangle Map published by the United States Geological Survey (USGS) and the "Soil Survey of Pinellas County, Florida" published by the United States Department of Agriculture (USDA) Soil Conservation Service (SCS). 2. Executed a program of subsurface exploration consisting of subsurface sampling and field-testing. One (1) Standard Penetration Test (SPT) boring extending to an approximate depth of 15 feet was drilled. Samples were collected and SPT resistances were measured virtually continuously for the top 10 feet and on intervals of 5 feet thereafter. 3. One (1) Double Ring infiltration test (DRIT) was also performed within the proposed stormwater pond to estimate the unsaturated infiltration rate of the soils. The DR IT test was performed in an unpaved area at a maxWepth of 3 feet below the adjacent ground surface RECEIVED ?sU6 0 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Page 1 McDonald's USA LLC, Inc. Proposed Stormwater Pond PSI Project No. 775-55387 0 • 4. PSI visually classified soil samples in the laboratory using the Unified Soil Classification System (USCS). PSI identified soil conditions and formed an opinion of the soil stratigraphy at each boring location. 5. Collected groundwater level measurements and estimated seasonal high groundwater levels. 6. The results of the exploration have been used in the engineering analysis and the formulation of recommendations. The results of the subsurface exploration, including the recommendations and the data on which they are based, are presented in this written report prepared by a professional engineer. 2.0 SITE AND SUBSURFACE CONDITIONS 2.1 SITE LOCATION AND DESCRIPTION The site is located in Section 13, Township 29 South, Range 15 East in Clearwater, Florida. More specifically, the site is located on 1860 Gulf to Bay Boulevard at the northeast corner of Pegasus Avenue and Gulf to Bay Boulevard in Clearwater, Florida. Based on the "Clearwater, Florida" United States Geological Survey (USGS) topographic map the ground surface elevation at the property is approximately 40 feet National Geodetic Vertical Datum (NGVD) 1929. The property at the time of drilling was generally level, grassed with scattered trees and brush in the proposed stormwater pond area. Two existing one story concrete buildings near the north and south ends of the site are to be demolished. 2.2 PINELLAS COUNTY SOIL SURVEY The "Soil Survey of Pinellas County, Florida" published by the USDA SCS was reviewed for general near surface soil information. This information indicates there is one primary mapping unit at the project location, Urban Land-Astatula complex (Uc). This map unit consists of about 30 to 70 percent Astatula fine sand, of which 10 to 20 percent has been modified by cutting, grading, and shaping. About 25 to 40 percent of this complex is urban land that is covered with houses, industrial buildings, other structures and pavement. Soil materials left after grading and leveling has been used to fill low wet areas. In a few places it has been shaped. In these small areas slopes are 5 to 8 percent. 2.3 SUBSURFACE CONDITIONS As noted earlier, the subsurface conditions were explored by drilling/sampling one (1) Standard Penetration Test (SPT) boring. The exploration was advanced to a depth of 15 feet below the existing ground surface. The boring location and depth was selected by PSI engineers and McDonalds Corporation personnel. The boring was located in the field by PSI ORIGINAL RECEIVED Page 2 McDonald's USA LLC, Inc. Proposed Stormwater Pond A,IJC- 0 8 2906 PSI Project No. 775-55387 PLANNING DEPAPTAu:rm • • personnel measuring distances from existing site features. The approximate boring location is presented on Sheet 1. The boring was advanced utilizing rotary mud drilling methods and soil samples were routinely obtained at selected intervals during the drilling process. The recovered samples were visually classified in the field with representative portions of the samples placed in airtight jars. Drilling and sampling techniques were accomplished in general accordance with ASTM standards. The soil samples were visually classified. Classifications were performed in general accordance with the Unified Soil Classification System (USCS). Records of the materials encountered in the boring are presented as a soil profile on Sheet 1. This sheet includes a legend describing the various subsoils in the Unified Soil Classification System, USCS format. Generally the soils encountered were clean fine sand (SP) from ground surface to depth of 15 feet below grade. The above description is of a generalized nature to highlight the major subsurface stratification features and material characteristics. The soil profile included on Sheet 1 should be reviewed for specific information at individual the boring location. The profile includes soil description, stratifications and penetration resistances. The stratifications shown on the boring profile represent the conditions only at the actual boring location. Variations may occur and should be expected away from the boring location. The stratifications represent the approximate boundary between subsurface materials and the actual transition may be gradual. 2.4 GROUNDWATER INFORMATION The groundwater level at the time of drilling was measured at a depth of 6 feet below the existing ground surface. It should be noted that groundwater levels tend to fluctuate during periods of prolonged drought and extended rainfall and may be affected by man made influences. In addition, a seasonal effect will also occur where higher groundwater levels are normally recorded during the rainy seasons and.high tide. Fluctuations on the order of 1 to 2 feet higher than the levels recorded in this exploration should be anticipated. We recommend that the contractor determine the actual groundwater levels at the time of the construction to determine groundwater impacts on the construction procedures. 2.5 INFILTRATION TEST One Double Ring Infiltration Test (DRIT) was performed at a depth of 36 inches below the existing ground surface within the proposed pond area at the location shown on Sheet 1. The DRI test yielded an infiltration rate of 4.7 inches per hour (9.4 feet per day). ORIGINAL RECEIVED f:YG 0 8 2006 PLANNING DEPARTMENT IMF Page 3 CITY OF CLEAR?/qTE McDonald's USA fLC, Inc. Proposed Stormwater Pond PSI Project No. 775-55387 3.0 REPORT LIMITATIONS The Geotechnical Engineer warrants that the findings, recommendations, specifications, or professional advice contained herein have been made in accordance with generally accepted professional geotechnical engineering practices in the local area. No other warranties are implied or expressed. Florida is underlain by a soluble limestone formation. This limestone can dissolve, resulting in subsidence of overlying soils and the formation of sinkholes at the ground surface. PSI's geotechnical study did not include an evaluation of the relative potential for sinkhole development at this site. The recommendations submitted are based on the available subsurface information obtained by PSI and design details furnished by McDonald's for the proposed project. If there are any revisions to the plans for this project or if deviations from the subsurface conditions noted in this report are encountered during construction, PSI should be notified immediately to determine if changes in the foundation recommendations are required. If PSI is not retained to perform these functions, PSI will not be responsible for the impact of those conditions or the geotechnical recommendations for the project. After the plans and specifications are more complete, the Geotechnical Engineer should be retained and provided the opportunity to review the final design plans and specifications to check that our engineering recommendations have been properly incorporated into the design documents. This report has been proposed for the exclusive use of McDonald's USA, LLC and their consultants for specific application to the proposed stormwater pond at 1860 Gulf to Bay Boulevard in Clearwater, Florida. ORIGINAL RECEIVED ti,-UG 0 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ?Ar AP% Page 4 McDonald's USA LLC, Inc. Proposed Stormwater Pond PSI Project No. 775-55387 DOUBLE-RING INFILTROMETER TEST Proposed Stormwater Pond z oz mp m0 Dp m o v NO o m z i 30.0 PSI Project No. 775-55387 Average Infiltration Rate = 4.7 in/hr Depth of Test (in) = 36 25.0 z 20.0 0 E C ........ ......_...__ m 15.0 C 0 10.0 5.0 0 0 . 0 60 120 Elapsed Time (minutes) 180 • • N a 7 I 7 ,0 O to ?, I w Z W <e Q )FILES W 5' ;CALE AREA OF] Gray to br SP Unified group N SPT N-val Zz- Groundwat? • 0 -0 z a O0 O 0M 0 80 m 0 sa y o U ';0 c= rn w n rc GULF TO BAY BLVD. S.R. 60 BORING LOCATION PLAN DRAWN AN CHECKED Ms PROPC APPROVED M E M 03/29/2006 12:28 8132814310 MCDONALDS CORP PAGE 09/13 03/29/2006 10:45 727.35 JANDT MGNT PAGE 10 1250 S. Belcher Rd- ;? _ y Suite"105 Largo, FL 33771 L C /' one (727) 507-952z y ti ` p (.727) 507-064 4 la`s + Nf a v , 2005 5 & l Ventures, LLC P.O. Box 8589 Clearwater, EL 33758 RE: Pegasus Avenue Purchase Dear Sir or Madam: Enclosed please find the original Owner's Title Insurance Policy and Deeds for your purchase of the properties located on Pegasus Avenue. Should you have any questions, please do not hesitate to contact me. cercly, sha Weems. American National Title, LLC ]nclosure(s) ORIGINAL RECEIVED MAY 2 5 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 03/29/2006 12:28 8132814310 03/29/2006 10.45 7273335 MCDONALDS CORP JANDT MGNT0 SCHEDULE A PAGE 10/13 PAGE 11 OFFICE FILE NUMBER Pot.lev NUMBER DATE OE POLICY AMOUMr OF rNSUrtaaCE 04-4656L 27210609-268303 - ' November 19, 2004 9 11:46 AM 4e, 460,000.00 1. Name of Insured: S & I Ventures, LLC, a Florida t_imitied Liability Co. 2. ' 1-11? •- :rate or interest in the land described herein and which Is covered by this poky Is: Fee Simple 3. 111ie to the estate, or interest referred to herein Is vested in the insured. 4. The land hereto described is encumbered by the following mortgage or trust deed, and assigmmants: Mortgage from S & I Ventures, L.L.C., a Florida Limited Llability' Co. to AmSouth Bank, dated rvcvymber 8th, 2004, and racortied on November 19, 2004 p 11:40 AM, In .Official A tords book 13954, Page 2189, of the Public Records or PINELLAS County, Florian, scouring the Original prlnaipal sum of $394,961.40. ar,-! the mortgages or trust d"ds, if amy shown In Schedule 8 hereof. 5. The land referred to in this policy la de5crlbad qs follows: Parcel I: The North yA feet of Lot 6, Block B, UNIT C, SKYCREST SUBDIVISION, according to plat thereof recorded-in Plat Book 28, Page 30, of the public records of Pfnallas County, Florida. Street address: 40S S. Pegasus, Clearwater, Florida Parcel 11: The South 60 feet of Lot 5, Black 8, UNIT C, SKYCRI=ST SUBDIVISION, according to plat thereof recorded in Plat Book 28, Page 30, of the public records of Pinellas County, Florida. Street address: 409 and 411 S. Pegasus, Clearwater, Florida. ORIGINAL RECEIVED MAY 2 5 2006 PLANNING DEPARTMENT CITY OF CLEP,RWATER This Policy valid only if Schedule 8 is attached 03/29/2006 12:28 8132814310 MCDONALDS CORP PAGE 11/13 r?6/ Yy/'LF?t1b I U;45_ 7274613335 JANDI MGNTO PAGE 12 Figs Number. 04-48561- Generet t`xceptj0n,,: (l) Alghis cr 01alm,4 of gentles itt POSSAssion not shown by the public records. i EncroachMont, inspection nctlon of poverfaps, boundary fine disputes, or other matters w tt?g blch wound be dlacloted by an accurate survey or (3) Easement, reml6ec, or claims of easmments, not Shown by the publio records_ (4) Ar.y hen, or right to a Fan, for Sarvlces, labor, or msterlgf heretofore tin h shown by the public recordc, eroAFter NmJSh(,d, imposed by (Aw Arid not l51 Taxes or cp9Ct41 ga4e4sments which are not shown as exlst)n* flans by the public records. Special EXieptlons: (6) Any clalm that any portion yr Bald lends are s anPiciAhy ovarplpntY lends of the expoaed lands and (ands accreted to Mitts of Florida, inclutlin such lands. g subr+mOtged, Arl®d or (7) Taxes and assessments for thq year 2004 and "it aubsequant years. PARCEL I ana u: i8) EAsement(s) as Shown In Plgt Book 28, Page 10, of the PUblle records of Pinellas County, Florida, Items Numberad 1, 4 and 6 above are hereby deteied. ORIGINAL RECEIVED Countersi n MAY 2 5 2006 Au na 4^ pLANNING DEPARTMENT CITY OF CLEARVJATER Note: If this 8cheduls it attached to a Loan Policy, Junior and subordinate mattarg, 7 arty, are not rafJected herein. Note: This poilcy, consists of Insert pages labeled Schedules A and g, This Policy is of no force and effect unless both pages Are Included along with any added pages h0orporetSd by reference SCHEDULE B Lo+n e• C+ree POLY Number. 7210609-268303 t7,3/ L7/ Lt7t7b 1L: 2d U13:281431U MCDONALDS CORP 63/ '?i 30D6 10:45 7Z74613335 J"l MGNT asperse by and return to- Aiebricen'4011Oattl Tide, 4C 3690 zui Fier Drive. Sane R l atgo. FL 33771 File NO.: D4-406L POILYl tJn.: 131201131SUD'V OTloM PAGE 12/13 PAGE 13 ICARt1eN F, 05 W AKF1t, C iw OF COURT " 2020" 1 VIV4% OM NEC t3M? Mat W FO: 219j6-2175QR AM ?TYF°?E MMOM: $10.00 O DOC STAMP, SU34A0 .. '??.ITST?&S ATED THIS TRUSTEE DEBU, made dw day of ,a+v- i ?uccraspr lYv aloe under stns rr,tst d 2004, by and between. Robert B. Httpbes, Sr., as have the fltll ated %eemberlS,1982, which I-rueteeptlssuantto said t gtgtnfle.F w.pacla jotiof Truer power and authority to protect, conserve :ittd to sell, or to leme or to encumber or otherwise manage and d4ose of the real property dt eribed i Is tees 17cYd. "G antor" ana s $ t w? rues wLLC hmw street add!'!os is I 1r "rr TG a Florid T 6t»ytcd Ua bffifY Co-, ?epreattao^, WITNRSSITH ?C The Grantor, for and in consideration of Test Vollars ($10.00) and other good and valuable conEidtration to said Grantor in hand paid by the Gyrarttee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said grantee, and grantee's heirs and asaigns: forever, the following described land, situate, Wtlg and being in Pinellas County, Florida, toawit• The Soutli 60 feet of Lot 5, Block B, Unit C. Skyerest Subdivision, according to Plitt thereof 33 recorded in plat Book 28, Pape 30, of the Public Record= of Pinellas County, Florida. Subject to casements, restrictions and reservations of record and to taxes for the year 2004 and thereafter. TOGETHBR with all the tenements, hereditament and 9pputlenances thereto belonying or in anywise appetta TO HAVE AND TO BOLD the same in fees simple fDm er. •.°iD the Gr.,a r!:crd'Z-y co=•cran-'t:;th the Grantee that t',: Qrmi' ,?r 16 laK-fu11y se'ved uF onid :mild in Fee 6intule; that om Grantor has good right and lawful authorlry to sell and convey said land; that the G3 =tor here full wa t4c tile to said )and and will defetld the same ngehist the lawful claims of all persons wbosocvcr; and that said land free of all liens andtegcumbraneea "rrpr for taxes and assessments for 2004 lard subsequent yoartt. IN WITNESS WHEREOF, the Grantor hake ber unto set bis hand aDd seal the day and year first above written. Signed. $enlcd and DeHycre J In the presence of. WrTN£S-ES: P cc Printed vnme: { 1 sort (/L??1`f}roPlr, STATE tjy ptgltrM *--e 5.5 COUNTY OF F.?4g-) ? ?p Robt rt E. Hughes, $ as Successor Ttvstee under Pegasus Trust dated Uecrntber 15, 1982 The foregoing instrumestt war. acknok.(,dged before me this / '?, ?` Sr., as Successor Trustee, who is personally known to me or who has produced cf t t_ 2004 Robert F.llughes, wtro did :nke all oath. as identiAca4on and (SEAL) Nly C0%4XtJSSI0N EXPIRES: S ! 1 1 61-?" _ Hotery Public - State at Large Printed, typed or stamped name of Notary w ORIGINAL RECEIVED MAY 2 5 2006 PLANNING DEPARTMENT CITY OF CLEARWATER t73! L?/'Lbl7b 12:28 8132814310 03/29/1006 10:45 7274613335 0 Prspared by W rourn to: AomicanNational Tida, LLC 3690 East 099, Drive, Satz R Lent, FL 33771 Fik NO.: (4-46561, Mier[ No.: 1 3/7 911 5 /8 2be)2/0112lt7071 MCDONALDS CORP PAGE •13/13 JANDI MGNT _ A_ _ PAGE 14 L215; F. l1E a JMP. CLEM OF COM mt t.AS COMM ALORIDA IrlM 20a44MM 14rit11AW4 at 11A0 AM CWF REC 13K:13864 pair. 2111"te4 0QCType:DMM00V0M: $40.00 o um STAMP: 4178Lao TRUSTEES 13D THIS TRUSTEE DEED, made the day of ?` 7004, by and betWacn, Robert E. fiughes, Sr.. as Trustee ender the provisions of the Secou Pennurr'Ymst 120ted Anglv6,t•25, 2004, which Trustee pursuant to said Common-La'; Deelaralion of Tnmt have die full power and allftrlty to pl ott•ct, conserve and to sell, or to lease or to encumber or odserwise manage and dispose of the real property,Oesciibed i &d& Trust?pa Dead) 'Grantor" and 3 & I Ventures, LW Florida Lintltnd Liability Co-, "Grantee". whose street nddtessis .l5•S1r T..15 , (t WITNESSHTH The Cantor, for and in consideration of Ton Dollars ($10.00) and other good and valuable consideration to said Orantor In hand paid by the Grantee, the tecelpt whereof is hereby acknowledged, has granted, bargalned and sold to the stud grantee, and grantee's hrirg and uuips forever, the followiog described land.'situsto, lyin& art[ being in Pincllas County, Plorida, to-wit: The worth 70 fee of Lot 5. Block 8. Unit C. Skycrcat Subdivision, accordiog to plat thereof RS recorded in Plat Book 2$, Page 30, of the Public Accord,: of PinelLu Coaoty. Finrida. Subi-t to easements, restrictions and reservations of record and to taxes for the year 2004 and thereafter. TO 9TRU with all the tenements. hereditament sad appurtenances thereto belooginR or in anywise appertaining_ TO HAVE AND TD HOLD the $-rat in fees simple forever. AND the Grantor hereby covenants with the Gmutee that the Grantor is lawfully seized of said IRnd irk fee supple; that the Gramr r liar good right and lawful authority to sell and convey said land; that the Ortntor hereby fully warrauts the title to said land and wilt deface,[ the. c9me against the lawNI claims of all persona whosoever; and that acid land is free of ail liens and encumbrnnt:es except for rnxos and assessments for 2004 and subsequent years. TN WrrXBSS WHMEor, the Grantor has hereunto net his hand sad seal the day and year first above written. 5ieared. Sealed and Delivered in the presence of: pr i?.ta.d_112. \? v r? 1,•r C? Printed Nams! STATE OF FixGir•13;,A °Grante? Robert I?. Hughes. S ., as Truster under the Second Pegasus Trust Dated August 25. 2004 ) $.e COUNTY OF?Rffq 6) M? The foregoing Instrument was acknowledged btfbin me this of YV)-" 1 2? ti Robert E. Hughes, Sr., as Trustee, who is personally known to me or who has produced y 1, take an o;)th, as identification and who did (SEAL) - Notary Public -state at Large -` Printed, typed or stamped name of Notary MY COMMISSION FXTJIR85: 'l ORIGINAL RECEIVED MAY 2 5 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 2960690 CITY OF CLEARWATER STE 210 100 S MYRTLE AVE CLEARWATER FL 33756 30590962 IM)c D(o n\a I d's ® H.O. CORP CONSTRUCTION ACCOUNTING INDX## CABB9951 CHECK NO: 31229951 30590962 CITY OF CLEARWATER STE 210 100 S MYRTLE AVE CLEARWATER FL 33756 MO REF NUM INVOICE' INV DATE DESCRIPTION DEPT LOCATION ACCOUNT AMOUNT 03 060376768001 0090024030903/09/06 LHI REIMAGE REMOD 500 009 0024 2140 049 475.00 25 MCDONALD`S REAL ESTATE COMPANY *** CHECK TOTAL *** 475.00 RECEIN3 E MAR 13 2106 Cumbey & Fair, Inc. Si?Atu? 5/25/2006 •`I` Receipt #: 1200600000000005422 1:48:07PM r Date: 05/25/2006 Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLS2006-05032 03 Flex Std-Commercial 010-341262 475.00 Line Item Total: $475.00 Payments: , Method Payer Initials Check No Confirm No How Received Amount Paid Ch k MCDONALDS 31229951 ec eca In Person 475 Payment Total: $475.00 n5; z OZ -nC mO M 0 v m G 7 C _ A v N v $? o cm m m ? THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cReceipt.rpt Page 1 of 1 0 0 ORIGINAL' FLS2006-05032 409 S PEGASUS AVE Date Received: 05/25/2006 MCDONALD' S ZONING DISTRICT: C LAND USE: CG ATLAS PAGE: 289A PLANNER OF RECORD: ORIGINAL RECEIVED MAY 2 5 2006 PLANNING DEPARTMENT CITY OF CLEARWATER CLWCoverSheet W Octv.20 06.02:23p ryA 9 -= Q' T DECLARATION OF UNITY OF TITLE Property Owner: S& I Venture s, L L C Property Address: 405 & 409 S. Pegasus Ave Clearwe e t_ FI KEN BURKE, CLERK OF COURT PINELLAS COUNTY FLORIDA INST# 200387971 10/20/2006 at 01:40 p; OFF REC BK: 15434 PG: 1341-1342 DOeTYPe:NOTICE RECORDING: S18.so KNOW OF ALL MEN BY TBESE PRESENTS, that pursuant to the ordinances of the City of Clearwater pertaining to the issuance of building permits and regulating land development activities, the undersigned, being the fee owner (s) of the following described real property (legal description) situated in the City of Clearwater, County of Pinellas and State of Florida, to wit: See Schedule A do hereby make the following declaration of conditions, limitations and restrictions on said lands, hereafter to be known and referred to as a DECLARATION OF UNITY OF TITLE, as to the following particulars: I. That the aforesaid plot or combination of separate lots, plots, parcels, acreage or portions thereof, shall hereafter be regarded as and is hereby declared to be unified under one title as an indivisible building site. 2. That the said property shall henceforth be considered as one plot or parcel of land, and that no portion thereof shall be sold, assigned, transferred, conveyed or devised separately except in its entirety, as one plot or parcel of land. 3. That this Declaration of Unity of Title shall constitute a covenant to run with the land, as provided by law, and shall be binding upon the undersigned, and the heirs, successors and assigns of the undersigned, and all parties claiming under them until such time as the same may be released in writing under the order of the City Manager of the City of Clearwater. The undersigned also agree(s) that this instrument shall be recorded in the public records of Pinellas County, Florida. Signed, sealed, witnessed and acknowledged this day of" 20 O? at Clearwater, Florida. W -SS O U2Z STATE OF FLORIDA COUNTY OF PINELLAS fo egoing instrument was acknowled ed before ne this day of 20_0 f,, by ?Lx -t) V/ -20 L'1:? on behalf of whom the instrument was executed. None Carol Harttibn • Ny Commission DD336645 %l 1d- Q?{ Notary Public Signature wdf E.otas Iugust 18, 211011 1L11/111 ,? L tAi7lr /?o}'? Name of Notary Printed Notary Commission Number: 3 (? 1 (SEAL ABOVE) Personally known t/' or produced identification Type of identification produced f-IC C 6 727 4644383 p.2 saw ??tLL.?. jrz, 2." V a.z.1 ue v ?a?voX 430 4 fie. L"o axe,_ r-V 3.3 7 .SS PLANNING DEPARTMENT 100 S. MYRTLE AVENUE, 2"D FLOOR CLEARWATER, FL 33756 PHONE: 727-562-4567; FAX: 727-562-4865 1-6C S 1Planning DepanmenMppiication Fomisldevelopment review\Unity of Title Declaration 200G.doe.. „f Oct q0 OS 02:23p ccc 72 4644383 p.3 40 49 OW..N?RS' OFFICE FILE NUMDER 04-4656L SCHEDULE A -ad alk2lzl "?- -0 POLICY NUMBER DATE OF POLICY AMOUNT OF INSURANCE 27210609-268303 s November 19, 2004 @ 11:46 AM 4 s 460,000.00 1. Name of Insured: S & I Ventures, LLC, a Florida Limitied Liability Co. 2. The ostate or interest in the land described herein and which is covered by this policy is: Fee Simple 3. Title to the estate or interest referred to herein is vested in the insured. 4, The land herein described Is encumbered by the following mortgage or trust deed, and assignments: Mortgage from S & I Ventures, L.L.C., a Florida Limited Liability Co. to AmSouth Bank, dated November 8th, 2004, and recorded on November 19, 2004 @ 11:46 AM, in Official Records Book 13954, Page 2186, of the Public Records of PINELLAS County, Florida, securing the original principal sum of $394,951.40. and the mortgages or trust deeds, if any shown in Schedule B hereof. 5. The land referred to in this policy is described as follows: Parcel I: The North 70 feet of Lot 5, Block B, UNIT C, SKYCREST SUBDIVISION, according to plat thereof recorded in Plat Book 28, Page 30, of the public records of Pinellas County, Florida. Street address: 405 S. Pegasus, Clearwater, Florida Parcel II: The South 60 feet of Lot 5, Block B, UNIT C, SKYCREST SUBDIVISION, according to plat thereof recorded in Plat Book 28, Page 30, of the public records of Pinellas County, Florida. Street address: 409 and 411 S. Pegasus, Clearwater, Florida. This policy valid only if Schedule 8 is attached A C I T Y OF C L E A R W A T E R PLANNING DEPARTMENT •'? qr R?\'Possr OI PR:I? Box 4748, CLEARWATER, FLORIDA 33758-4748 j1>> MUNICIPAL. SRRVICBs BUILDING, 100 SOUTH MYRTLE AWNUE, CUARWATER, FLORIDA 33756 "I'r1.L:PHON1, (727) 562-4567 FAx (727) 562-4865 LONG RANGr: PINNING Drvla.oPMrNT RL:vIrW October 16, 2006 Mr. Juan Vazquez PO Box 8589 Clearwater, FL 33758 RE: Development Order for Case No. FLS2006-05032 405 - 409 South Pegasus Avenue Dear Mr. Vazquez: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On August 31, 2006, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval for an off-street parking lot of 19 spaces in the Commercial District for the adjacent McDonald's restaurant, under the provisions of Section 2-703.K. The DRC recommended approval of the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. That the 0.387 acres is located on the east side of South Pegasus Avenue, approximately 150 feet north of Gulf to Bay Boulevard; 2. That this proposal consists of two platted lots with two Pinellas County parcel numbers; 3. That a Unity of Title must be recorded in the public records tying these two parcels together as one parcel/lot for the development as proposed; 4. That the proposed use of this parcel is for off-street parking of 19 parking spaces, serving the adjacent McDonald's restaurant; 5. That this parking lot is accessed from a driveway on South Pegasus Avenue and from the McDonald's parking lot; 6. That the number of parking spaces on the adjacent McDonald's site is being reduced from its existing nonconforming amount to afford the cross-access to this proposed off-street parking lot; 7. That, since ownership of this parcel is different than that of the McDonald's parcel, a cross-access easement and a shared parking agreement/easement be recorded between the two parcels to provide for continued vehicular and pedestrian access between the two parcels and to provide required parking for the McDonald's restaurant; 8. That the adjacent parcel to the north is zoned and developed residentially; 9. That required setbacks are being met with this proposal; and 10. That the off-street parking lot is being landscaped in accordance with Code requirements. PRANK I111MARD. TV' MOR Jcnin DmINN, Ccwnc:n.%utan;ea I Im-r I l:??nLrOx, Cot ?cn_w: Iili:r Blu o\so,N, Ccx nc:n.lrr:: utr:;t ® Cnru•:, A. PFIIT'SEN, C01:\C11..\1FMh1:R „EQUAL. EIMPLOY,MENT AND Arrii,, ,vim: Aci io 1??IhLOYr:ic" 0 0 October 16, 2006 Vazquez - Page 2 Conclusions of Law: 1. The proposal complies with Off-street Parking criteria under the provisions of Section 2-703.K; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Conditions of Approval: 1. That, prior to the issuance of a building permit, a Declaration of Unity of Title document tying these two parcels together as one parcel/lot for the development of this off-street parking lot be completed and recorded in the public records, with a copy of the recorded document submitted to the Planning Department. Further, the Planning Department requests the property owner request the Property Appraiser's Office combine the two parcels under one parcel number; 2. That, prior to the issuance of a building permit, a cross-access easement and a shared parking agreement/easement be recorded in the public records between the owner of this parcel(s) and the owner of the McDonald's restaurant parcel to the south to provide for continued vehicular and pedestrian access between the two properties and to provide required parking for the McDonald's restaurant; 3. That all on-site utilities must be underground; 4. That the maximum height of the fence along the north property line be three feet within the front setback (first 25 feet); and 5. That separate permits be submitted and obtained for the McDonald's restaurant parcel under separate ownership for the following: a. dumpster enclosure for cardboard including bollards in accordance with City standards, constructed of the same exterior material and color as the existing dumpster enclosure and be limited to a maximum of a four yard dumpster on wheels; b. parking lot improvements to effect the cross-access to the parking lot on the parcel to the north, including terminal islands, restriping of the parking lot due to the cross-access, pedestrian sidewalk tie-in with the parking lot to the north, associated landscape and irrigation improvements and a handicap accessible path to the public sidewalk within the right-of-way. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above three conditions. The approval is based on and must adhere to the site plan and application dated received September 15, 2006. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (October 16, 2007). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The 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 October 16, 2006 Vazquez - Page 3 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. In addition, in accordance with Section 4-502.A, please be aware that an appeal of a Level One approval (Flexible Standard Development) may be initiated by the applicant or a property owner abutting the property (which is the subject of the approval) within seven days of the date the Development Order is issued. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The Community Development Board (CDB) would hear an appeal application. The appeal period for your case will expire on October 23, 2006. If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Planner III, at 727- 562-4504. You can access zoning for parcels within the City through our website: www.myclearwater.com. Sincerely, Michael Delk, AICP Planning Director S: (Planning DepartmentlC D BlFlex Standard (FLS) (Pending Cases12 -Reviewed and PendinglPegasus S405-409 McDonald's (C) 8.31.06 DRC - WWIPegasus S 405-409 FLS2006-05032 Development Order 10.16.06.doc I 1 0 1 0 Wells, Wayne From: Wells, Wayne Sent: Sunday, October 08, 2006 7:25 PM To: 'JandlMGT@aol.com' Subject: FLS2006-05032, 405 & 409 S. Pegasus Avenue Mr. Vasquez: Attached is a Draft Development Order for the above referenced project. Please review the Conditions of Approval and let me know if acceptable, hopefully by the end of Monday, October 9, 2006. If acceptable, I will have the final Development Order signed by Mr. Delk, the Planning Director. Wayne T-Lai Pegasus S 405-409 FLS2006-0503... • • October 9, 2006 Mr. Juan Vazquez PO Box 8589 Clearwater, FL 33758 RE: Development Order for Case No. FLS2006-05032 405 - 409 South Pegasus Avenue Dear Mr. Vazquez: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On August 31, 2006, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval for an off-street parking lot of 19 spaces in the Commercial District for the adjacent McDonald's restaurant, under the provisions of Section 2-703.x. The DRC recommended approval of the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. That the 0.387 acres is located on the east side of South Pegasus Avenue, approximately 150 feet north of Gulf to Bay Boulevard; 2. That this proposal consists of two platted lots with two Pinellas County parcel numbers; 3. That a Unity of Title must be recorded in the public records tying these two parcels together as one parcel/lot for the development as proposed; 4. That the proposed use of this parcel is for off-street parking of 19 parking spaces, serving the adjacent McDonald's restaurant; 5. That this parking lot is accessed from a driveway on South Pegasus Avenue and from the McDonald's parking lot; 6. That the number of parking spaces on the adjacent McDonald's site is being reduced from its existing nonconforming amount to afford the cross-access to this proposed off-street parking lot; 7. That, since ownership of this parcel is different than that of the McDonald's parcel, a cross-access easement and a shared parking agreement/easement be recorded between the two parcels to provide for continued vehicular and pedestrian access between the two parcels and to provide required parking for the McDonald's restaurant; 8. That the adjacent parcel to the north is zoned and developed residentially; 9. That required setbacks are being met with this proposal; and 10. That the off-street parking lot is being landscaped in accordance with Code requirements. 0 • October 9, 2006 Vazquez - Page 2 Conclusions of Law: 1. The proposal complies with Off-street Parking criteria under the provisions of Section 2-703.K; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Conditions of Approval: 1. That, prior to the issuance of a building permit, a Declaration of Unity of Title document tying these two parcels together as one parcel/lot for the development of this off-street parking lot be completed and recorded in the public records, with a copy of the recorded document submitted to the Planning Department. Further, the Planning Department requests the property owner request the Property Appraiser's Office combine the two parcels under one parcel number; 2. That, prior to the issuance of a building permit, a cross-access easement and a shared parking agreement/easement be recorded in the public records between the owner of this parcel(s) and the owner of the McDonald's restaurant parcel to the south to provide for continued vehicular and pedestrian access between the two properties and to provide required parking for the McDonald's restaurant; 3. That all on-site utilities must be underground; 4. That the maximum height of the fence along the north property line be three feet within the front setback (first 25 feet); and 5. That separate permits be submitted and obtained for the McDonald's restaurant parcel under separate ownership for the following: a. dumpster enclosure for cardboard including bollards in accordance with City standards, constructed of the same exterior material and color as the existing dumpster enclosure and be limited to a maximum of a four yard dumpster on wheels; b. parking lot improvements to effect the cross-access to the parking lot on the parcel to the north, including terminal islands, restriping of the parking lot due to the cross-access, pedestrian sidewalk tie-in with the parking lot to the north, associated landscape and irrigation improvements and a handicap accessible path to the public sidewalk within the right-of-way. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above three conditions. The approval is based on and must adhere to the site plan and application dated received September 15, 2006. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (October 9, 2007). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The 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 1? 0 0 October 9, 2006 Vazquez - Page 3 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. In addition, in accordance with Section 4-502.A, please be aware that an appeal of a Level One approval (Flexible Standard Development) may be initiated by the applicant or a property owner abutting the property (which is the subject of the approval) within seven days of the date the Development Order is issued. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The Community Development Board (CDB) would hear an appeal application. The appeal period for your case will expire on October 16, 2006. If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Planner III, at 727- 562-4504. You can access zoning for parcels within the City through our website: www.myclearwater.com. Sincerely, Michael Delk, AICP Planning Director S: (Planning DepartmentlC D BTlex Standard (FLS)Wending Casesll -Reviewed and PendinglPegasus S405-409 McDonald's (C) 8.31.06 DRC - WWIPegasus S 405-409 FLS2006-05031 Development Order 10.9.06.doc a • • CITY OF CLEARWATER COMMENTS & RESPONSES DEVELOPMENT REVIEW COMMITTEE ORIGINAL RECEIVED SEP 15 2006 DRC Date: August 31, 2006 Project Name: 409 Pegasus Ave. Parking Lot Case No.: FL S2006-05032 Response Date: September 15, 2006 CAF Job Number: 007B FIRE PLANNING DEPARTMENT CITY OF CLEARWATER 1. Provide and show on the plan minimum 30' tuming radius for emergency vehicle ingress and egress at all entrance and exits. PRIOR TO D.O. Response: The driveway entrance has been changed per the discussions at the August 31, 2006 DRC meeting. LAND RESOURCES 1. Show all tress with their canopies, on all of the civil plans prior to D.O. Response: The tree canopies have been added to the civil plans. 2. The proposed sump is too close to tree #1. The top of bank can be no closer than '/2 the trees diameter converted to feet. Revise prior to D.O. Response: The proposed sump has been removed from the plans due to the proposed connection into the existing 18" RCP located in the drainage easement on the north side of the property. 3. 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. Response: Please see the Tree Preservation Plan and the notes on the Landscape Plans provided. Tree barricades have been added to the plan to the 213 drip line%anopy mark or edge of existing curb where applicable LANDSCAPING 1. Parking spaces along the west side are required to have wheel stops to prevent the car fronts from overhanging the landscape area. May eliminate the continuous curb at the west edge of the parking lot. Response: The wheel stops have been added to the parking spaces on the west side. F 0 City of Clearwater Comments & Responses 409 Pegasus Ave Parking Lot Com0 ment Date: August 31, 2006 Response Date: September 5, 2006 C&F Job No. 0076 Page 2 2. In order to be in compliance with Flexibility Criteria requiring a wall or fence along the north side with landscaping on the exterior (Section 2-703.K.3), it is suggested to rather install a six-foot high solid fence slightly off the north property line (must reduce to a maximum of three feet within the front setback), install vines along the north side of the fence and landscape the inside of the fence with trees, hedge and ground cover. Response: As discussed in the DRC meeting on August 31, 2006, a letter will be provided by the owner (under separate cover) agreeing to landscape the area and to place a privacy fence if and when the neighboring property owner to the north removes his privacy fence. 3. Sheet L1 - Overhead utility lines exist along the east side of the property. Relocate the proposed live oaks to the West side of the proposed detention pond to avoid conflicts with the overhead utility lines (would also provide greater shading of the parking lot). Response: Please see the revised Landscape Plan. 4. Code requires a 10-foot wide perimeter buffer along Pegasus Avenue, which requires 100% shrubs and trees (1 tree/35 feet of frontage). This buffer has been indicated on sheet SP-1. Code also requires 10% interior landscaping, which has been indicated as a 15-foot area between the perimeter buffer and the western edge of the parking lot, which requires one tree/150 square feet of interior landscape area, shrubs for 50% of the required greenspace and ground cover otherwise (in lieu of turf). Proposed on Sheet L1 is a continuous hedge and three trees along the front of the parking spaces. This does not meet the Code requirements. To comply, suggest a tiered type of landscaping with both accent (two accent trees = one shade tree) and shade trees to meet the required number of trees, hedging and ground cover in this front landscaped area in lieu of turf. Response: Please see the revised Landscape Plan. STORMWATER 1. Prior to DO, show connection of the outfall pipe into the city 18" RCP along the north boundary of the property. Response: The plans now show the connection of the outfall pipe into the city 18" RCP along the north boundary of the property. SOLID WASTE 1. Dumpster enclosure should be expanded to accommodate cardboard dumpster which sits in parking lot now. Suggest a double enclosure. Response: We have added a dumpster enclosure (with a 10x10 interior area), offset to the existing dumpster enclosure to maintain the 13" oak tree. TRAFFIC ENGINEERING 1. Show wheelstops for parking spaces abutting sidewalk on all site plan sheets. Response: The wheel stops have been added to parking spaces abutting sidewalks on all plan sheets. J:\jn\0076\Words\CityofClwtrcommentsresponses090106kk.doc 1 r 0 City of Clearwater Comments & Responses Comment Date: August 31, 2006 409 Pegasus Ave Parking Lot Response Date: September 5, 2006 C&F Job No. 007B Page 3 2. Provide an accessible path from a building's accessible entrance to a public sidewalk compliant with Florida Accessibility Code for Building construction Chapter 11, Section 11- 4.3.2. Response: Please see attached response regarding existing McDonald's Site Comments. 3. Provide accessible route to building entrance for eastern handicap parking space that does not compel user to walk or wheel behind a parked vehicle (Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.3.2 and 11-4.6.2. Response: Please see attached response regarding existing McDonald's Site Comments. 4. Provide ADA compliant ramps for all accessible routes. Response: Please see attached response regarding existing McDonald's Site Comments. All of the above to be addressed prior to D.O General Note(s): 1. Comply with the current Transportation Impact Fee Ordinance and fee schedule. Response: As noted. 2. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Response: As noted. PLANNING 1. Condition of approval to be included in the Development Order: that, prior to the issuance of a building permit, a Declaration of Unity of Title document tying this parking lot parcel with the McDonald's parcel to the south be completed and recorded in the public records, with a copy of the recorded document submitted to the Planning Department. Response: Please see attached response regarding existing McDonald's Site Comments. 2. Site inspection reveals an existing dumpster enclosure, however, there is a second dumpster located outside the enclosure. Reconstruct dumpster enclosure for both dumpsters. Reconstructed dumpster enclosure cannot encroach any closer to Pegasus Avenue front property line than what exists today. Exterior of dumpster enclosure to be finished with the same material and color as McDonald's building. Revise. Response: A 10"x 10" (interior) dumpster enclosure has been added offset to the existing dumpster enclosure to maintain the 13" oak tree. 3. Based on a phone call from a residential neighbor to the north, trash in the neighborhood beyond McDonald's property is a problem, either windblown from the site or thrown from vehicles. Suggest the installation of one or two trash containers as part of this parking lot. Neighbor's suggestion was to also use food wrappers that encouraged the proper disposal of trash. Response: Please see attached response regarding existing McDonald's Site Comments. J:yn\0076\Words\CityofClwtrcommentsresponses090106kk.doc 1 • City of Clearwater Comments & Responses 409 Pegasus Ave Parking Lot Comment Date: August 31, 2006 Response Date: September 5, 2006 C&F Job No. 0076 Page 4 4. A sidewalk is proposed from the east side of the parking lot to the existing McDonald's building to the south, with a ramp in the sidewalk at the drive aisle and a crosswalk across the drive aisle. Suggest a ramp adjacent to the building at the proposed crosswalk if one does not exist today. Response: A ramp has been added where the proposed sidewalk from the proposed parking lot will be directed. 5. Sheet SP-1 - Dimension the width of the terminal landscape island adjacent to the driveway. Response: The dimension of the terminal landscape island has been added to sheet SP-1. 6. All on-site utilities must be underground. Response: As Noted. 7. Must remove the existing freestanding pole sign on the northwest corner of the property. Response: The freestanding sign pole for the parcel 13/29/15/8260210050 and 0051 will be removed and is now indicated on the Site Plan. 8. A light pole has been proposed in the interior landscape island on the east side of the parking lot, exactly where a tree is proposed. Tree canopy WILL grow and screen out lighting. Suggest relocating lighting out of the interior landscape island (possibly to two light poles on either side of the island), or at a minimum moving the light pole as far west in the island as possible and planting the winged elm tree farther to the east in the island. Response: Please see revised Lighting Plan by Security Lighting. 9. Proposed light pole at the northwest corner of the property is being located within the canopy of an existing 16/24" live oak tree. Mounting height of lamp is specified at 24 feet. Appears a conflict will exist with tree canopy, requiring the removal of canopy around the pole to provide footcandles specified. Response: Please see revised Lighting Plan by Security Lighting. 10. Sheet 1-1 - Plan notes that "all fixtures to be installed tilted at a 30-degree angle, unless otherwise specified." Section 3 - 1302. A requires light fixtures visible from the property lines to be cut-off lights where direct illumination is cut-off above 40-degrees below horizontal. Height of lamps is specified at 24 feet. Unless cut-off lights are provided, the maximum height of lamps are 18 feet. Revise. Response: Please see revised Lighting Plan by Security Lighting. 11. The existing playland indicated on sheets SP-1, SP-2, L1 and L2 to the east of the McDonald's building has been removed. While building plans do not indicate such, there have been building permits issued to install a covered, sidewalk (outdoor) cafe seating area on the east side of the building (approximately 15 feet out from the building). Remove excess concrete and landscape this area. Show on plans. Response: Please see attached response regarding existing McDonald's Site Comments. 12. Our records indicate the use of the property as two residential units and two non-residential units (three meters {two residential and one commercial}). Response: As noted. J:\ n\007B\Words\CityofClwtrcommentsresponses090106kk.doc City of Clearwater Comments & Responses 409 Pegasus Ave Parking Lot Com0 ment Date: August 31, 2006 Response Date: September 5, 2006 C&F Job No. 007B Page 5 13. Provide the height and sign area of the existing McDonalds sign at the corner of Pegasus and Gulf to Bay. May require the sign to be brought into compliance with current Code requirements. Response: Please see attached response regarding existing McDonald's Site Comments. J:\ n\007B\Words\CityofClwtrcommentsresponses090106kk.doc 0 • ORIGINAL RECEIVED SEP 15 2006 PLANNING DEPARTMENT CITY OF CLEARWATER RESPONSE TO ITEMS 2,3 AND 4 OF TRAFFIC ENGINEERING COMMENTS AND ITEMS 1, 3, 11 AND 13 OF PLANNING COMMENTS This project located at 409 S. Pegasus Avenue (Case # FLS 2006 - 05032) is not a part of proposed Remodel of McDonald's Restaurant at 1860 Gulf to Bay Boulevard except at the location of the proposed connection of this parking lot. The McDonald's Restaurant remodel was approved by the City on January 27, 2006 and an extension granted on August 1, 2006. The City's remarks and re-review of the McDonald's Site Plan by the above referenced items should not be applicable to the applicant and Owner of the Pegasus Avenue Parking Lot project, Mr. Juan Vazquez of J & Management, Inc. As mentioned by Mr. Vazquez at the DRC meeting that in the spirit of cooperation with the City of Clearwater he will make an attempt to address some of the comments made by the DRC regarding the existing McDonald's site during the remodel/ construction of the McDonald's Site (through contact with McDonald's USA, LLC). It is therefore requested that this response be accepted by the City and approval of the Pegasus Avenue Parking Lot Site Plan (Owner: J & I Management, Inc.) be granted without conditions applicable to the existing McDonald's Remodel Site Plan (Owner: McDonald's Coorporation). J :\j n\007 B\W ords\Responses090506pjs. doc NMCDonaldis U September 14, 2006 • J & I Management Co. P.O. Box 8589 Clearwater, Florida 33758 (727) 461-3432 Fax: (727) 461-3335 ORIGINAL RECEIVED SEP 15 2006 Mr. Wayne Wells City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, Florida 33756 RE: DFC Meeting for 409 S. Pegasus Avenue Dear Mr. Wells: PLANNING DEPARTMENT CITY OF CLEARWATER This letter is regarding comment number 2 under the landscaping section of the application for the property at 409 S. Pegasus Avenue. Please find this letter as my commitment that the noted area will be landscaped. In addition, if the neighboring property owner removes his privacy fence I will have a replacement privacy fence installed as soon as possible. Sincerely, , Inc. ORIGINAL RECEIVED SEP 15 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Jim Kurtz, Area Construction Manager McDonald's USA, LLC 10150 Highland Manor Drive Suite 470 Tampa, Florida 33610 August 11, 2006 RE: 405 & 409 S. Pegasus Ave. Tree Protection Specifications Dear Mr. Kurtz: As you requested, please find following tree protection specifications for the subject site per the City of Clearwater Land Development Codes. Tree Barricades A protective barrier shall be placed around all protected trees prior to land preparation or construction activities at greater than two-thirds the dripline of all trees to be preserved. Protective barriers are to be constructed using no less than two-inch by two-inch lumber of upright posts. Upright posts are to be at least four feet in length with a minimum of one foot anchored in ground and three feet above ground. Upright posts are to be placed at a maximum distance of eight feet apart. Horizontal rails are to be constructed using no less than one inch by four inch lumber and shall be securely attached to the top of the upright post. Whenever a protective barrier is required, it shall remain in place until all construction activity is terminated. The area within the barrier limits shall remain undisturbed by any activity during construction. Native ground cover and understory vegetation existing within the barriers shall remain throughout construction. Prior to the erection of any required protective barrier, all surface foreign material, trash or debris shall be removed from the area to be enclosed by the barrier, and after erection of the barrier no such material or litter shall be permitted to remain within the protected area. No equipment, chemicals, soil deposits or construction materials shall be placed within such protective barriers. No signs, building permits, wires or other attachments of any kind shall be attached to any protected tree or palm. Guy wires designed to protect trees are excluded, however, from this prohibition. Root Pruning When construction activities affect protected trees so that the critical root zone is disturbed, the roots must be severed by clean pruning cuts at the point where construction impacts the roots. Roots can be pruned by approved equipment designed 1015 Michigan Avenue • Palm Harbor, FL 34683 • (727) 786-8128 4 (727) 789-1697 Fax 0 0 McDonald's August 11, 2006 Author: Amy B. Hurst Certified Arbodst, #FL-1345A Certified - Bureau of Entomology, #JE109517 Page 2 for this purpose or by hand digging a trench and pruning roots with a pruning saw, chain saw or other equipment designed for tree pruning. Roots located within the critical root zone that will be impacted by construction must be pruned to a depth of 18 inches below the existing grade or to the depth of disturbance if less than 18 inches from the existing grade. Irrigation Any irrigation must be installed above ground with no trenching under protected trees. - END SPECIFICATIONS - i LOT 4 • _ h- ?? EX RC_. 6N 4* c _.'U - _.v i 35 3o I -j 2? I 5g:3.6 .. 551 x, f.. \ - 46 iJ I I N 70 OF LO I_ 1 3 IS60'OFLOTS k I a3 ?3 i 1? 06 W ......... _ ........_ ?... __._ -_...... _. ........... 15 i ' L / .. j;•, „ - i ? •'--- RECEN?b SEP 15 2006 Tv ni r Y; PLANMbIG ` _L[.YV ?y r_t ?[ AMP RAMP `` 1 fl 1 w c o { 1 s EXIST TREE IV 124' / ... ?_ TO RE/,WN I ?z ?p m !EI. m D OCC c 1?'7 m " ?a b ?O. qn Ww; `? -SOD 1 ? ? O ? Q o J ? ?I +__j. EXW PALM TREE 18' TO REMAIN ?+ SOD 3 ; o } t I T e-AF EXIST, TREE r TO AEMAM _ 0 O ,, la 1 ?i Q. ?.- ?jlp . ?? { ? / *. V-?4XIST TREED "I ?'.? TO REMAIN ? ! 's EXIST.TRFFE' r' TO REAtMR AW0.b, 7g10 G f\ ' YD RFAIgI D 1D 20 39 40M1 Y ?--- ------------ ------ ? '!- -- ----------------- (t!< ?' 3M {,"I E 3 ? ate, k * I o.+n nr Ueciia p' PLANTING PLAN (Color Rendering) R1 0 0 CUMBEY & FAIR, INC. 2463 Enterprise Road - Clearwater, Florida 33763-1790 - 727-797-8982 (Clw) - 813-223-4333 (Tpa) - Fax 727-791-8752 DELIVERED Mr. Wayne Wells City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 Dear Mr. Wells: September 15, 2006 ORIGINAL RECEIVED SEp 15 2006 N ANNING DEPARTMENT CITY OF CLEARWATER Re: Parking Lot Addition at 409 South Pegasus Avenue Case No.: FLS 2006-05032 C&F Job No. 0078 Reference is requested to the City Review Comments from the August 31, 2006 DRC Meeting. Enclosed please find the following. 1) Responses to review comments. 2) 8'/2" x 11" Colored rendering of the Revised Landscape Plan (3 copies). 3) Turning Radius Exhibit (3 copies). 4) Tree Protection Specifications prepared by Samnik & Associates, LLC (1 original and 2 copies). 5) Four (4) sets of Revised Construction Plans, signed and sealed including Landscape Plans, Lighting Plan and Existing Survey. The letter from the owner regarding the 6' high privacy fence will be mailed under separate cover. If you have any questions or comments, please do not hesitate to call. The owner would appreciate receiving a Development Order (D.O.) as soon as possible. PJ S/kg Enclosure Very truly yours, CUMBEY & FAIR, INC. P.J. Shah, P.E. xc: Juan Vazquez, J&I Management Inc Jim Kurtz, McDonald's USA, LLC. J:\ n\0078\Words\WeIIs060706PJS.doc Civil Engineers Land Surveyors Planners 0 • Page 1 of 1 Wells, Wayne From: Juan Carlos Beltran Dcbeltran@terratectonics.com] Sent: Thursday, September 07, 2006 3:35 PM To: Wells, Wayne Cc: kkokemohr@cumbeyfair.com Subject: McDonald's at Pegasus Avenue (Landscaping) Wayne: As per our today's conversation attached please find the proposed landscaping plans, tree replacement calculations and plant list for your review. Please let me know if our plan meets the requirements and addresses your comments. We will be resubmitting the plans for permits. Thanks in advance to this matter and I would appreciate it your prompt response. Juan C. Beltran Project Manager Terra Tectonics Design Group, Inc. 2011 W. Cleveland St. Suite E Tampa, FL 33624 ph. (813) 258-4504 fax. (813) 258-4604 Visit us at www.terratectonies.com 9/8/2006 ZI, I? Wig Q ID ? IZ I I ? I I I I I -- m U . gy BAHIA 3' WIDE . STRIPOF W MULCH' SOD U7 (n O J IXIST. PALM TREE 16' ' [[[?? ((( TO REMAIN p SOD ` EXIST. TREE T' TO REMAIN BAHIA -, __--EXIST. TREE 7' , TO REMAIN ti \ SOD ? \ / EX ST. TREE O• TO REMAIN . - W EXIST. TEE B' .'._r 1 I TO REMAIJ • • • • • -- I _'r - Y2 1. i 13o S 811 1 E 13 - ----- - ---°------- - ? -_ - ____ _ - - -- \ " ------ --------- --- `--`yam O EX. (1) STY. O MODONAL D' S (1860 GUS// ©O BAY B--L z?• I I I I i \dgn\L1_PLANTING_PLAN.dgn 09/07/2006 03:26:05 PM / J EXIST. TREE 16"f 24' TO REMAIN 5' WIDE STRIPOF \ EXIST. 6' HT. FENCE ' DRA/N 1+ 23 AR i UA 0* 70 LMV 22 LMV 1 RI 1 UA ® •i SOD • I .?,... . .-._ I \ 1 UA 46 AR ..+; I 1 IF 2 LI I 22 RI • EXI . PL A YL o. EXIST. DEAD TREE TO BE REMOVED / \ / ` (DOES NOT COUNT FOR REPLACEMENT) r S 8 ' 53" 30" 0' O 16", 24" 45' DRAINAGE EASEMENT 1 V .9 I ? I% . -------------- -------------- 0 01 3' I 0 ti w Ln ,i TREE REPLACEMENT CHART EXISTING TREES SYMBOL COMON NAME TO REMAIN TO BE REMOVED TOTAL (DBH) OR REPLACED QUANTITY (DBH) (DBH) ? CHERRY 0" 22" 22" O OAK 52" 0" 64" A MAGNOLIA 17" 16" 33" Q CITRUS 0" 9" 9" TOTAL INCHES OF DBH TO BE REPLACED 47" PROPOSED TREES LIVE OAK 8 x 4" Cal 32" WINGED ELM 3 x 4" Cal. 12" CRAPE MYRTLE 3 x 2" Cal 6" TOTAL INCHES OF REPLACEMENT TREES 50" 1 0 1 I 11^ ? ? I I ? 7 ? LEGEND +i . - I TREE TO BE REMOVED OR REPLACED ? 7' / TREE TO REMAIN E%ISTING SOUTSIDE PROPERTY LINE / (DO NOT COU FOR REPLACEMENT) 6' 130 \e 7 - EXISTING TREES OUTSIDE PROPOSED - ADDITION (DO NOT COUNT FOR REPLACEMENT) 0 • • \dgn\L1_PLANTING_PLAN.dgn 09/07/2006 03:27:15 PM W Z Q O 0 V McDONALDS Parking Lot Addition 405&409 S. Pegasus Avenue CITY OF CLEARWATER - FLORIDA Terra Tectonics design group international, inc. 813-2584504 Revised 9/0612006 Project No.06-577 Duantity Symbol Common Name Botanical Name Specification frees & Palms 8 QV Live Oak 3 UA Winged Elm 3 LI Crape Myrtle 14) 1 Total trees planted on site 13 IX b(ora-Red IXORA SPP.'nora grant' 24" ht. x 18" spr. 3 gal. 30" o.c. 48 RI India Hawthorne RHAPHEOLEPSIS indica 24" ht. x 18" spr. 3 gal. 24" o.c. 116 VO Walter Viburnum VIBURNUM obovatum 24" ht. x 18" spr. 3 gal. 30" o.c. - - - - - - - - - - - - ES fragrans 24" ht. x 18" spr. 3 gal. 36" o.c. Q 51 MF Simpson's Stopper MYRCIANTH Q 11 ll Red Anise ILLICIUM floridanum 24" ht. x 18" spr. 3 gal. 42' D.C. Groundcover / Vines 139 LMV Purple Trailing Lantana LANTANA montevidensis 6" ht. x 18" spr., 1 gallon, 24" o.c. 199 AR Ornamental Peanut ARACHIS SOD (CONTRACTOR IS RESPONSIBLE FOR PROVIDING Q 2276 SF St. Au ustine'Floratam' STENOTAPHRUM SUFFICIENT QUANTITIES FOR COMPLETE g secundatum INSTALLATION. ACTUAL AMOUNTS MAY VARY FROM AMOUNTS INDICATED. (CONTRACTOR IS RESPONSIBLE FOR PROVIDING 2032 SF Bahia SUFFICIENT QUANTITIES FOR COMPLETE INSTALLATION. ACTUAL AMOUNTS MAY VARY FROM AMOUNTS INDICATED. Total Site Irrigation: Q 4308 sf Turf Irrigation 1Q U2738 sf shrub bed irrigation 1 ea connection to 1" meter 24 CY Pine Bark Mulch 1 Bags 1 Bags 1 Bags 5 CY \dgn\L1_PLANTING_PLAN.( dliscellaneous Plant Materials And Site Nork: QUERCUS virgniana 100Gal 12' htx 6' spread 4" cal. ULMUS alata 1100 Gal 12' ht x 6' spread 4" cal. LAGERSTROEMIA indica 30 Gal 8'ht x 6' spr. 2" cal. Single 'Tuscarora' Trunk - Standards 4" Pots, 24" o.c. SPRINKLER SYSTEM MICRO-IRRIGATION SYSTEM CONTRACTOR IS RESPONSIBLE FOR CONNECTING TO THE EXISTING IRRIGATION SYSTEM AND MAKE THE NECESSARY ADJUSTMENTS FOR THE NEW ADDITION. Pre-Emergent Herbicide Fertilizer: 16-4-8 Fertilizer: 6-6-6 Planting Soil ign 09/07/2006 03:27:49 CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT QUANTITIES FOR COMPLETE INSTALLATION. ACTUAL AMOUNTS MAY VARY FROM AMOUNTS INDICATED. EA 50 lb. bag 50 lb. bag Cubic Yards Wells, Wayne From: Wells, Wayne Sent: Monday, August 28, 2006 7:10 PM To: 'JandlMGT@aol.com' Subject: FLS2006-05032, 405 & 409 S. Pegasus Avenue Mr. Vasquez: Attached are the Draft DRC comments for the above referenced project, to be heard at 1:45 pm on August 31, 2006, in our offices. Wayne 9 7, draft 8.31.06 dre action agend... PUMBEY & FAIR, INC. 0 2463 ENTERPRISE ROAD CLEARWATER, FLORIDA 33763-1790 (727) 797-8982 Clearwater (813) 223-4333 Tampa (727) 791-8752 Fax WWW.CUMBEYFAIR.COM TRANSMITTAL DELIVERED TO: Wayne Wells City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 SUBJECT: 409 Pegasus Avenue - Parking Lot Addition Case No.; FLS 2006-05032 Job No. 007B Date: August 9, 2006 Per our conversation yesterday regarding the above referenced subjects, provided are three (3) copies of the Tree Report Survey, highlighted and colored. Please replace the copies of the survey provided with the Tree Assessment Report, performed by Samnik & Associates LLC., submitted as part of the Flexible Standard Development Application on August 7, 2006. If you have any questions or comments, please do not hesitate to call. Very truly yours, CUMBEY & FAIR, INC. Kenneth Kokemohr, E.I. KK1kg Enclosure J.\jn\0078\W ords\W eI Is080906kk.vmd - CIVIL ENGINEERS LAND SURVEYORS PLANNERS Clearwater August 08, 2006 Juan Vasquez Po Box 8589 Clearwater, F133758 0 CITY OF CLEORWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER. COM RE: FLS2006-05032 -- 409 S PEGASUS AVE -- Letter of Completeness Dear Juan Vasquez : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-05032. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on August 31, 2006, 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, (I• ! Wayne Wells, AICP Planner III Letter of Completeness - FLS2006-05032 - 409 S PEGASUS AVE 0 0 Wells, Wayne From: Wells, Wayne Sent: Tuesday, August 08, 2006 5:20 PM To: 'JandlMGT@aol.com' Subject: FLS2006-05032, 405 & 409 S. Pegasus Avenue Mr. Vasquez: Attached is a Letter of Completeness for the above referenced application. I am mailing the original letter to you. Wayne Wells, AICP Planner III . 5 letter of repleteness 8.8.06.. W? ItiMBEY & FAIR, NC. 2463 ENTERPRISE ROAD CLEARWATER, FLORIDA 33763-1790 (727) 797-8982 Clearwater (813) 223-4333 Tampa (727) 791-8752 Fax WWW.CUMBEYFAIR.COM MEMORANDUM TO: Wayne Wells, Planning Department FROM: P.J. Shah, P.E. COPIES: Juan Vazquez, Jim Kurtz, File DATE: August 7, 2006 SUBJECT: 409 S. Pegasus Avenue - Responses to Letter of Incompleteness dated May 30, 2006 Project No.: FLS 2006-05032 JOB No.: 007B Planning Deparment Comment Responses: 1. The agent's name has been corrected for the spelling error. 2. Please see the responses to Flexible Standard Criteria on a separately titled sheet provided with the application. 3. A "Tree Inventory" prepared by a "certified arborist" Samnik & Associates, LLC. is provided. 4. Per Neil Thompson of City of Clearwater, this comment is to be deleted per the agreements between the City and the applicant at pre application meetings held prior to submittal. 5. As requested, provided is a completed April 2006 Flexible Standard Development Application. 6. The required sight visibility triangles are shown on the plan. 7. The existing fire hydrant at the corner of Gulf-to-Bay Boulevard is now shown on the plan. There are no proposed fire hydrants for the proposed parking lot. 8. As required, all required parking lot interior landscaped areas are cross hatched for easier identification. 9. Please see the Lighting Plans prepared by Security Lighting Systems. ORIGINAL 10. The required sidewalk within the right-of-way is now shown. RECEIVED 4UG 0 8 2006 PLANNING DEPARTMENT J:\jn\007B\WOrds\Wells-memo080706kk.wpd CITY OF C1-FAPXa1LP CIVIL ENGINEERS LAND SURVEYORS PLANNERS W. - 0 0 Mr. Wayne Wells August 7, 2006 City of Clearwater-Planning Department Page 2 Re: 409 S. Pegasus-Project No. FLS 2006-05032 C&F Job No. 007B 11. Please see Sheet SP-1 for the information regarding the existing McDonald's parking tabulation. The existing site has 41 spaces with 36 proposed (a loss of 5 spaces). The proposed parking lot will add 19 spaces for a total of 55 spaces (51 required). 12. A note has been added near the site data table on Sheet SP-1 that states there is a net decrease of 619 square feet of impervious area (vehicular use area) for the proposed construction. 13. Provided is a reduced landscape plan (in color) on 8'/2" x 11" exhibit. 14. All required perimeter landscape buffers have been delineated and dimensioned on Sheet SP-1. 15. As noted, for future submissions. The current landscape plan did not change so we are utilizing the existing plans as prepared. 16. There is no proposed signage of free standing sign for this project. 17. Please see the revised application for the applicant's initials that a stormwater plan as noted above is included. 18. Please see the revised application for the applicants initials that a Traffic Impact Study is not required. 19. Please see the revised application for the applicant's initials that Fire Flow Calculations/Water Study is not required. ORIGINAL RECEIVED 0 8 2006 PLANNING DLPAH,, ?,i{ENT CITY OF CLEARWATER J:\ n\0078\W ords\W ells-memo080706kk.wpd CIVIL ENGINEERS LAND SURVEYORS PLANNERS 61 0 0 CUMBEY & FAIR, INC. 2463 Enterprise Road - Clearwater, Florida 33763-1790 - 727-797-8982 (Clw) - 813-223-4333 (Tpa) - Fax 727-791-8752 DELIVERED Mr. Wayne Wells City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 Dear Mr. Wells: August 7, 2006 Re: Parking Lot Addition at 409 South Pegasus Avenue Case No.: FLS 2006-05032 C&F Job No. 0078 Reference is requested to the City Review Comments dated May 30, 2006. Enclosed please find the following. 1) Responses to review comments. 2) April 2006 Flexible Standard Development Application (1 original and 14 copies). 3) Responses to Flexibility Criteria (as a part of the Standard Development Application-15 copies) 4) 8'/2" x 11" Colored rendering of the Landscape Plan (3 copies). 5) A copy of the SWFWMD ERP Approval Letter. 6) Tree Inventory prepared by Samnik & Associates, LLC (1 original and 2 copies). 7) Fifteen (15) sets of revised Construction Plans, signed and sealed including Landscape and Lighting Plans and Existing Survey. We are requesting that this project be scheduled for DRC agenda of August 30, 2006 as discussed per our conversation last week. If you have any questions or comments, pleas do not hesitate to call. PJS/kg Enclosure Very truly yours, CUMBEY & FAIR, INC. 04. 1 P.J. Shah, P.E. xc: Juan Vazquez, J&I Management Inc Jim Kurtz, McDonald's USA, LLC. J:\ n\0078\Words\WeIIs060706PJS.doc ORIGINAI. RECENED wG 0 8 2006 PLANNIN DEPARTMENT Civil Engineers Land Surveyors Planners 0 0 Wells, Wayne From: Ken Kokemohr [kkokemohr@cumbeyfair.com] Sent: Tuesday, June 06, 2006 9:26 AM To:. Wells, Wayne Cc: Thompson, Neil; Juan Vasquez; James M. Kurtz Subject: Pegasus Ave Parking Lot (FLS2006-05032) Wayne, With regards to the above referenced project, this email is to reaffirm our phone conversation earlier today regarding the key points listed: 1. The resubmittal deadline of June 6, 2006, stated in your letter dated May 30, 2006, is a completeness deadline for the June 29, 2006 DRC. 2. Your completeness review is not an immediate approval. The DRC may generate future comments. 3. Any resubmittal after this date would not require an additional application fee. 4. The next deadline for resubmittal for completeness review is July 11, 2006 for the August 3, 2006 DRC. If I am mistaken on any of this points, please correct me via email. Very Truly Yours Ken Kokemohr, EI Cumbey & Fair, Inc. 2463 Enterprise Rd. Clearwater, FL 33763 (727) 797-8982 Clearwater (813) 223-4333 Tampa (727) 791-8752 Fax email: kkokemohr@cumbeyfair.com I LL 0 CITY OF CLL RWATER o 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 May 30, 2006 Juan Vasquez Po Box 8589 Clearwater, F133758 RE: FLS2006-05032 -- 409 S PEGASUS AVE -- Letter of Incompleteness Dear Juan Vasquez : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-05032. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Page 1 of the application - Revise the spelling for the agent's name (Juan, not Jaun). 2. Provide detailed responses to HOW the proposal achieves the following Flexible Standard criteria for "off-street parking": 1. Access to and from the parking lot shall be based on the size and design of the lot and approved by the Community Development Coordinator. 2. All outdoor lighting is so designed and located so that no light fixtures cast light directly on to adjacent land. 3. If the parking lot is adjacent to residentially used or zoning property, such off-street parking spaces shall be screened by a wall or fence of at least four feet in height which is landscaped on the external side with a continuous hedge or non-deciduous vine. 3. Provide a TREE INVENTORY, prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; 4. There are no improvements proposed to the existing McDonald's property at 1860 Gulf to Bay Boulevard under this proposal except the cross access and landscape islands on either side of such access. Sections 3-1202.A.3 and 3-1401.B.3 requires existing parking lots not meeting the requirements of the Landscaping and Parking Sections to be brought into full compliance with Code requirements if the existing use is improved or remodeled in a value of 25 percent or more of the valuation of the existing principal structure as reflected on the Pinellas County Property Appraiser's current records. Besides this proposed parking lot, the existing restaurant is being updated through a remodeling permit (BCP2005-10400) with an outdoor seating area, an outdoor seating canopy (BCP2006-01618), new air conditioning (BCP2005-11571) and new handsinks (BCP2005-10400A). With a building value of $348,920, only $87,230 can be spent on all improvements without tripping this treshold. Based on prior valuations of these other permits, you must upgrade the existing parking lots to fully meet the parking and landscape requirements of the Code. Parking surfaces, dumpsters, etc. are all structures required to meet required setbacks and buffers. The required setbacks are 25-foot front (west, south and east) and a 10-foot side. Buffers required are 15-foot along Gulf to Bay Blvd., 10-foot along Pegasus and Corona Avenues and five feet adjacent to nonresidential uses (10-foot to residential use). Letter of Incompleteness - FLS2006-05032 - 409 S PEGASUS AVE LL CITY OF CLARWATER > earwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W .MYCLEARWATER. COM May 30, 2006 5. Application forms have been revised. Your application is dated from 2002. It is recommended that you obtain the current 2006 application forms, as some of the requirements have been changed. It would be helpful to utilize the most recent forms. 6. Show all required sight triangles. 7. Show the location of fire hydrants. 8. Depict by shading or crosshatching all required parking lot interior landscaped areas. 9. Show or indicate the location of all outdoor lighting fixtures. 10. Show the location of the required sidewalk within the right-of-way. 11. This proposal includes the loss of five parking spaces on the existing McDonald's lot. Provide the required number of parking spaces for McDonald's and the total provided number. 12. Since there are changes to the existing McDonald's property, provide the existing and proposed pervious and impervious surface square footages and percentages of the lot. 13. Provide a reduced and colored site plan and landscape plan to scale (8 %2 X 11). 14. Delineate and dimension all required perimeter landscape buffers, per Section 3-1202.D. 15. Note: The City no longer requires the submission of irrigation plans, only irrigation notes. 16. Is there any proposed signage related to this request. If so, indicate the location of such freestanding signage. 17. Applicant must on the application form initial one of the following: ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS: _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. 18. Applicant must on the application form initial one of the following: Acknowledgement of traffic impact study requirements: -Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. -Traffic Impact Study is not required. 19. 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. Fire Flow Calculations/Water Study is not required. Letter of Incompleteness - FLS2006-05032 - 409 S PEGASUS AVE LL CITY OF CL RWATER o clearWater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING v 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYCLEARW ATER. C OM May 30, 2006 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 9:00 am on Tuesday, June 6, 2006. If you have any questions, please do not hesitate to contact me at 727-562-4504 or Wayne.Wellls@myclearwater.com. Sincerely yours, f'?-- I ? • ?iti?'?XX?V Wa e Wells Planner III Letter of Incompleteness - FLS2006-05032 - 409 S PEGASUS AVE FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: v o?. rtV eZ FAX: . 4 to 1- 3 3 3 S Phone: 4 b 1- 3 43 2 FROM• V-) Q. Phone: S b L ? D4 r DATE:_ 'k S O ") MESSAGE: A RE: }-L L5 ZO 0 6 +D5' t +0 1 %13 A LQ?? C _!:__0s-a5 2 S • Pe-9 as vs w :1.3. NUMBER OF PAGES(INCLUDING THIS PAGE) 4 W'-' • • May. 30 2006 11:35AM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94613335 May.30 11:32AM 02149 SND 04 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-fELP-FAX (435-7329). • Wells, Wayne From: Wells, Wayne Sent: Tuesday, May 30, 2006 11:39 AM To: 'JandlMGT@aol.com' Subject: FLS2006-05032, 405 & 409 S. Pegasus Avenue Mr. Vasquez: Attached is a Letter of Incompleteness for the above referenced application. I .have also faxed this to you. Wayne Wells, AICP Planner III letter of completeness 5.30., 0 0 F0 CUMBEY & FAIR, INC. 2463 Enterprise Road • Clearwater, Florida 33763-1790 • 727-797-8982 (Clw) • 813-223-4333 (Tpa) • Fax 727-791-8752 May 25, 2006 DELIVERED Mr. Neil Thompson City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 Re: Parking Lot Addition at 409 South Pegasus Avenue C&F Job No. 0078 Dear Mr. Thompson: Enclosed for the City's review and approval are the following items regarding the above referenced project: 1. A check in the amount of $475.00. 2. A copy of the Warranty Deed. 3. Three (3) copies of Drainage Calculations (signed and sealed) and thirteen (13) copies each: 4. Flexible Standard Development Application (one (1) original signed by the Applicant and twelve (12) copies). 5. Site Plans including Landscape Plans. 6. Boundary Survey (one (1) original signed and sealed and twelve (12) copies as a part of the Site Plans). If you have any questions regarding this above material, please do not hesitate to call our office. Very truly yours, CUMBEY & FAIR, INC. pb,?- P.J. Shah, P.E. ORIGINAL RECEIVED PJS/Ic Enclosure MAY 2 5 2006 xc: Juan Vasquez, S&I Ventures (w/encl) Jim Kurtz, McDonald's (w/encl) J:yn\0076\Words\QtyCIw052206pjs.doc PLANNING DEPARTMENT CITY OF CLEARVdATER Civil Engineers Land Surveyors Planners Wells, Wayne From: Rice, Scott Sent: Tuesday, October 03, 2006 12:55 PM To: Wells, Wayne Subject: FLS2006-05032 - 409 S Pegasus Engineering has completed review and updated Permit Plan. No approval conditions. Scott ct.? 5`n b o cl? iw o? . Wells, Wayne From: Reid, Debbie Sent: Monday, September 25, 2006 8:11 AM To: Wells, Wayne Subject: RE: FLS2006-05032, 409 S Pegasus Avenue Wayne, P&R is still okay on this project - no issues. Thanks! Debbie O -----Original Message----- From: Wells, Wayne Sent: Sunday, September 24, 2006 8:30 PM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall-Sides, Leslie; Everitt, Steven; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Schodtler, John; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2006-05032, 409 S Pegasus Avenue DRC members - Revised plans have been resubmitted for the above referenced project and have been placed on the file cabinets outside Conference Room 216. Please review your comments and see if they can be checked off as being "met". For those comments that are still "not met", if the comment can be a condition of approval included in the Development Order to be met prior to the issuance of any permits, please indicate such in the revised comment. If you would like to take a copy of the plans you may do so. Since I am going out of town on Wednesday, I would appreciate it if you could review the resubmittal by the end of day on Tuesday, September 26th. Please let me know once you have reviewed the resubmittal and changed your comments. Thanks. Wayne Wells, Wayne From: Albee, Rick Sent: Monday, September 25, 2006 7:34 AM To: Wells, Wayne Subject: RE: FLS2006-05032, 409 S Pegasus Avenue All is Met -----Original Message----- From: Wells, Wayne Sent: Sunday, September 24, 2006 8:30 PM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall-Sides, Leslie; Everitt, Steven; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Schodtler, John; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2006-05032, 409 S Pegasus Avenue DRC members - Revised plans have been resubmitted for the above referenced project and have been placed on the file cabinets outside Conference Room 216. Please review your comments and see if they can be checked off as being "met". For those comments that are still "not met", if the comment can be a condition of approval included in the Development Order to be met prior to the issuance of any permits, please indicate such in the revised comment. If you would like to take a copy of the plans you may do so. Since I am going out of town on Wednesday, I would appreciate it if you could review the resubmittal by the end of day on Tuesday, September 26th. Please let me know once you have reviewed the resubmittal and changed your comments. Thanks. Wayne 0 0 Wells, Wayne From: Wells, Wayne Sent: Sunday, September 24, 2006 8:30 PM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall-Sides, Leslie; Everitt, Steven; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Schodtler, John; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2006-05032, 409 S Pegasus Avenue DRC members - Revised plans have been resubmitted for the above referenced project and have been placed on the file cabinets outside Conference Room 216. Please review your comments and see if they can be checked off as being "met". For those comments that are still "not met", if the comment can be a condition of approval included in the Development Order to be met prior to the issuance of any permits, please indicate such in the revised comment. If you would like to take a copy of the plans you may do so. Since I am going out of town on Wednesday, I would appreciate it if you could review the resubmittal by the end of day on Tuesday, September 26th. Please let me know once you have reviewed the resubmittal and changed your comments. Thanks. Wayne { 11 1 1.45 pm Case Number: FLS2006-05032 -- 409 S PEGASUS AVE is goo % Ppl; Owner(s): S & I Ventures Llc Po Box 8589 Clearwater, F133758 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Juan Vasquez Po Box 8589 $.31, 04 DRS G",Y, & A i Clearwater, F133758 TELEPHONE: 727-461-3432, FAX: 727-461-3335, E-MAIL: jandIMGT@AOL.com Location: 0.387 acres located on the east side of South Pegasus Avenue, approximately 150 feet north of Gulf to Bay Boulevard. Atlas Page: 289A Zoning District: C, Commercial Request: Flexible Standard Development approval for an off-street parking lot of 19 spaces in the Commercial District for the adjacent McDonald's restaurant, under the provisions of Section 2-703.K. Proposed Use: Off-street parking Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wayne Wells, Neil Thompson, Scott Rice, Rick Albee, Jim Keller, Tom Glenn Applicant: P.J. Shah, Juan Vasquez, Ken Kokemohr The DRC reviewed this application with the following comments: General Engineering: 1 _ No Issues Environmental: I , No Issues Fire: Provide and show on the plan minimum 30' turning radius for emergency vehicle ingress and egress at all entrance and exits. PRIOR TO D.O. Harbor Master: 1 . No issues. Legal: 1 . No issues. Land Resources: I . Show all trees with their canopies, on all of the civil plans prior to D.O. 2. The proposed sump is too close to tree #1. The top of bank can be no closer than 1/2 the trees diameter converted to feet. Revise prior to D.O. 3. 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, August 31, 2006 - Page 40 l ' 1 . Parking spaces along the west side are required to have wheel stops to prevent the car fronts from overhanging the landscape area. May eliminate the continuous curb at the west edge of the parking lot. 2. In order to be in compliance with the Flexibility Criteria requiring a wall or fence along the north side with landscaping on the exterior (Section 2-703.K.3), it is suggested to rather install a six-foot high solid fence slightly off the north property line (must reduce to a maximum of three feet within the front setback), install vines along the north side of the fence and landscape the inside of the fence with trees, hedge and ground cover. 3 . Sheet L1 - Overhead utility lines exist along the east side of the property. Relocate the proposed live oaks to the west side of the proposed detention pond to avoid conflicts with the overhead utility lines (would also provide greater shading of the parking lot). 4. Code requires a 10-foot wide perimeter buffer along Pegasus Avenue, which requires 100% shrubs and trees (1 tree/35 feet of frontage). This buffer has been indicated on Sheet SP-1. Code also requires 10% interior landscaping, which has been indicated as a 15-foot area between the perimeter buffer and the western edge of the parking lot, which requires one tree/150 square feet of interior landscape area, shrubs for 50% of the required greenspace and groundcover otherwise (in lieu of turf). Proposed on Sheet L1 is a continuous hedge and three trees along the front of the parking spaces. This does not meet the Code requirements. To comply, suggest a tiered type of landscaping with both accent (two accent trees = one shade tree) and shade trees to meet the required number of trees, hedging and ground cover in this front landscaped area in lieu of turf. Parks and Recreation: 1 . No issues - project less than one acre, also is demo of existing building and proposed parking lot. Stormwater: 1 , Prior to DO, show connection of the outfall pipe into the city 18" RCP along the north boundary of the property. Solid Waste: 1 . Dumpster enclosure should be expanded to accomadate cardboard Dumpster which sits in parking lot now. suggest a double enclosure. Traffic Engineering: 1 . 1. Show wheelstops for parking spaces abuting sidewalk on all site plan sheets. 2. Provide an accessible path from a building's accessible entrance to a public sidewalk compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.3.2. 3. Provide accessible route to building entrance for eastern handicap parking space that does not compel user to walk or wheel behind a parked vehicle (Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.3.2 and 11-4.6.2). 4. Provide ADA compliant ramps for all accessible routes. All of the above to be addressed prior to a D.O.. General Note(s): 1) Comply with the current Transportation Impact Fee Ordinance and fee schedule. 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Planning: Development Review Agenda - Thursday, August 31, 2006 - Page 41 1 . Condition of approval to be included in the Development Order: That, prior to the issuance of a building permit, a Declaration of Unity of Title document tying this parking lot parcel with the McDonald's parcel to the south be completed and recorded in the public records, with a copy of the recorded document submitted to the Planning Department. 2. Site inspection reveals an existing dumpster enclosure, however, there is a second dumpster located outside the enclosure. Reconstruct dumpster enclosure for both dumpsters. Reconstructed dumpster enclosure cannot encroach any closer to Pegasus Avenue front property line than what exists today. Exterior of dumpster enclosure to be finished with the same material and color as McDonald's building. Revise. 3 . Based on a phone call from a residential neighbor to the north, trash in the neighborhood beyond McDonald's property is a problem, either windblown from the site or thrown from vehicles. Suggest the installation of one or two trash containers as part of this parking lot. Neighbor's suggestion was to also use food wrappers that encouraged the proper disposal of trash. 4. A sidewalk is proposed from the east side of the parking lot to the existing McDonald's building to the south, with a ramp in the sidewalk at the drive aisle and a crosswalk across the drive aisle. Suggest a ramp adjacent to the building at the proposed crosswalk if one does not exist today. 5. Sheet SP-1 - Dimension the width of the terminal landscape island adjacent to the driveway. 6. All on-site utilities must be underground. 7. Must remove the existing freestanding pole sign on the northwest comer of the property. 8 . A light pole has been proposed in the interior landscape island on the east side of the parking lot, exactly where a tree is proposed. Tree canopy WILL grow and screen out lighting. Suggest relocating lighting out of the interior landscape island (poosibly to two light poles on either side of the island), or at a minimum moving the light pole as far west in the island as possible and planting the winged elm tree farther to the east in the island. 9. Proposed light pole at the northwest comer of the property is being located within the canopy of an existing 16/24" live oak tree. Mounting height of lamp is specified at 24 feet. Appears a conflict will exist with tree canopy, requiring the removal of canopy around the pole to provide footcandles specified. 10. Sheet I-1 - Plan notes that "all fixtures to be installed tilted at a 30-degree angle, unless otherwise specified." Section 3-1302.A requires light fixtures visible from the property lines to be cut-off lights where direct illumination is cut-off above 40-degrees below horizontal. Height of lamps is specified at 24 feet. Unless cut-off lights are provided, the maximum height of lamps are 18 feet. Revise. 11 . The existing playland indicated on Sheets SP-1, SP-2, L1 and L2 to the east of the McDonald's building has been removed. While building plans do not indicated such, there have been building permits issued to install a covered, sidewalk (outdoor) cafe seating area on the east side of the building (approximately 15 feet out from the building). Remove excess concrete and landscape this area. Show on plans. 12. Our records indicate the use of the property as two residential units and two non-residential units (three meters [two residential & one commercial]). 13 .' Provide the height and sign area of the existing McDonalds sign at the corner of Pegasus and Gulf to Bay. May require the sign to be brought into compliance with current Code requirements. Other: No Comments Notes: Submit four copies of revised application material for review and approval prior to the issuance of a Development Order. Development Review Agenda - Thursday, August 31, 2006 - Page 42 Case Number: FLS2006-05032 -- 409 S PEGASUS AVE • 1:45 pm Owner(s): S & I Ventures Llc Po Box 8589 Clearwater, F133758 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Juan Vasquez NOW 1VW1%954PNWV4pd Po Box 8589 Clearwater, Fl 33758 TELEPHONE: 727-461-3432, FAX: 727-461-3335, E-MAIL: jandlMGT@AOL.com Location: 0.387 acres located on the east side of South Pegasus Avenue, approximately 150 feet north of Gulf to Bay Boulevard. Atlas Page: 289A Zoning District: C, Commercial Request: Flexible Standard Development approval for an off-street parking lot of 19 spaces in the Commercial District for the adjacent McDonald's restaurant, under the provisions of Section 2-703.K. Proposed Use: Off-street parking Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wayne Wells, Neil Thompson, Scott Rice, Rick Albee, Jim Keller Applicant: P.J. Shah, The DRC reviewed this application with the following comments: General Engineering: I _ No Issues Environmental: 1 . No Issues Fire: Provide and show on the plan minimum 30' turning radius for emergency vehicle ingress and egress at all entrance and exits. PRIOR TO D.O. Harbor Master: 1 . No issues. Legal: I . No issues. Land Resources: 1 . Show all trees with their canopies, on all of the civil plans prior to D.O. 2. The proposed sump is too close to tree #1. The top of bank can be no closer than 1/2 the trees diameter converted to feet. Revise prior to D.O. 3 . 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, August 31, 2006 - Page 40 1 . Parking spaces Along the west side are required to have wheel stops. revent the car fronts from overhanging the landscape area. May eliminate the continuous curb at the west edge of the parking lot. 2. In order to be in compliance with the Flexibility Criteria requiring a wall or fence along the north side with landscaping on the exterior (Section 2-703.K.3), it is suggested to rather install a six-foot high solid fence slightly off the north property line (must reduce to a maximum of three feet within the front setback), install vines along the north side of the fence and landscape the inside of the fence with trees, hedge and ground cover. 3 , Sheet L1 - Overhead utility lines exist along the east side of the property. Relocate the proposed live oaks to the west side of the proposed detention pond to avoid conflicts with the overhead utility lines (would also provide greater shading of the parking lot). 4. Code requires a 10-foot wide perimeter buffer along Pegasus Avenue, which requires 100% shrubs and trees (1 tree/35 feet of frontage). This buffer has been indicated on Sheet SP-1. Code also requires 10% interior landscaping, which has been indicated as a 15-foot area between the perimeter buffer and the western edge of the parking lot, which requires one tree/150 square feet of interior landscape area, shrubs for 50% of the required greenspace and groundcover otherwise (in lieu of turf). Proposed on Sheet L1 is a continuous hedge and three trees along the front of the parking spaces. This does not meet the Code requirements. To comply, suggest a tiered type of landscaping with both accent (two accent trees = one shade tree) and shade trees to meet the required number of trees, hedging and ground cover in this front landscaped area in lieu of turf. Parks and Recreation: 1 No issues - project less than one acre, also is demo of existing building and proposed parking lot. Stormwater: I . Prior to DO, show connection of the outfall pipe into the city 18" RCP along the north boundary of the property. Solid Waste: I , Dumpster enclosure should be expanded to accomadate cardboard Dumpster which sits in parking lot now. suggest a double enclosure. Traffic Engineering: 1 , 1. Show wheelstops for parking spaces abuting sidewalk on all site plan sheets. 2. Provide an accessible path from a building's accessible entrance to a public sidewalk compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.3.2. 3. Provide accessible route to building entrance for eastern handicap parking space that does not compel user to walk or wheel behind a parked vehicle (Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.3.2 and 11-4.6.2). 4. Provide ADA compliant ramps for all accessible routes. All of the above to be addressed prior to a D.O.. . General Note(s): 1) Comply with the current Transportation Impact Fee Ordinance and fee schedule. 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Planning: Development Review Agenda - Thursday, August 31, 2006 - Page 41 I . Condition of approval to be included in the Development Order: That, prior to the issuance of a building permit, a Declaration of Unity of Title document tying this parking lot parcel with the McDonald's parcel to the south be completed and recorded in the public records, with a copy of the recorded document submitted to the Planning Department. 2. Site inspection reveals an existing dumpster enclosure, however, there is a second dumpster located outside the enclosure. Reconstruct dumpster enclosure for both dumpsters. Reconstructed dumpster enclosure cannot encroach any closer to Pegasus Avenue front property line than what exists today. Exterior of dumpster enclosure to be finished with the same material and color as McDonald's building. Revise. 3 . Based on a phone call from a residential neighbor to the north, trash in the neighborhood beyond McDonald's property is a problem, either windblown from the site or thrown from vehicles. Suggest the installation of one or two trash containers as part of this parking lot. Neighbor's suggestion was to also use food wrappers that encouraged the proper disposal of trash. 4. A sidewalk is proposed from the east side of the parking lot to the existing McDonald's building to the south, with a ramp in the sidewalk at the drive aisle and a crosswalk across the drive aisle. Suggest a ramp adjacent to the building at the proposed crosswalk if one does not exist today. 5 . Sheet SP-1 - Dimension the width of the terminal landscape island adjacent to the driveway. 6. All on-site utilities must be underground. 7. Must remove the existing freestanding pole sign on the northwest corner of the property. 8 . A light pole has been proposed in the interior landscape island on the east side of the parking lot, exactly where a tree is proposed. Tree canopy WILL grow and screen out lighting. Suggest relocating lighting out of the interior landscape island (poosibly to two light poles on either side of the island), or at a minimum moving the light pole as far west in the island as possible and planting the winged elm tree farther to the east in the island. 9. Proposed light pole at the northwest corner of the property is being located within the canopy of an existing 16/24" live oak tree. Mounting height of lamp is specified at 24 feet. Appears a conflict will exist with tree canopy, requiring the removal of canopy around the pole to provide footcandles specified. 10. Sheet I-1 - Plan notes that "all fixtures to be installed tilted at a 30-degree angle, unless otherwise specified." Section 3-1302.A requires light fixtures visible from the property lines to be cut-off lights where direct illumination is cut-off above 40-degrees below horizontal. Height of lamps is specified at 24 feet. Unless cut-off lights are provided, the maximum height of lamps are 18 feet. Revise. 11,. The existing playland indicated on Sheets SP-1, SP-2, L1 and L2 to the east of the McDonald's building has been removed. While building plans do not indicated such, there have been building permits issued to install a covered, sidewalk (outdoor) cafe seating area on the east side of the building (approximately 15 feet out from the building). Remove excess concrete and landscape this area. Show on plans. 12. Our records indicate the use of the property as two residential units and two non-residential units (three meters [two residential & one commercial]). 13 . Provide the height and sign area of the existing McDonalds sign at the corner of Pegasus and Gulf to Bay. May require the sign to be brought into compliance with current Code requirements. Other: No Comments Notes: Submit four copies of revised application material for review and approval prior to the issuance of a Development Order. Development Review Agenda - Thursday, August 31, 2006 - Page 42 0 0 0 0 0 0 MAVk- Community Response Team Planning Dept. Cases - DRCau--?e- Location: Case No. T LSOQU%- V5 Meeting Date: I Cq S. TemstIS kYt. ? Current Use: ? Active Code Enforcement Case (no) es JUN 1 2QQ6 ? Address number 0 (no) (vacant land) PLANNINGDEPARTMEM CITY OF CLEAR MR ? Landscaping (yes) (?o ? Overgrown (yes) a Debris (yes) 0 ? Inoperative vehicle(s) (yes) no) ? Building(s) (good) (fair) _ oo) (vacant land) ? Fencing (none) (good) (broken and/or missing pieces) ? Paint (good) (fair) (oo) (garish) ? Grass Parking (yes) no ? Residential Parking Violations (yes) no ? Signage (q ) (ok) (not ok) (billboard) ? Parking (n/a) (striped) (handicapped) needs repaving ? Dumpster (enclosed) (not enclosed) t ? Outdoor storage (yes) ao Comments/Status Report (attach any pertinent documents): Date: /. D Reviewed by: ?PLja\j TIWU) _ Telephone: Q0 XW -(4 7 Revised 01-2941; 02-04-03 File Edit Options Window Help V ?n 0 2) Exit New Open Task List QBE GIS Query Select GIS Help Gancel Number: Fraction: Prefix: Street Name: Case # 860 r-- ULF TO BAY Code Inspector - - Name Type: Suffix: Bldg: Unit: Parcel # , Project Name -' -- ---__-- ------- Case No Address Name i Status • BCP1996-110150 1860 GULF TO BAY BLVD MCDONALD S CMP INSTALL BURGLAR ALARM' ' BCP1999-04766 1860 GULF TO BAY BLVD MC DONALDS CORP 009/0024EXP PAYPHONE LOCATED ON E BCP1999-11084 1860 GULF TO BAY BLVD C-7012 _ CMP ASPHALT REPAIRS, SEALC BCP2005-10400 1860 GULF TO BAY BLVD 'HAROLD STANSELL ACT DINING ROOM REMODEL - S BCP2005-10400A 1860 GULF TO BAY BLVD +HAROLD STANSELL IREC INSTALL NEW HANDSINKS I BCP2005-11452 1860 GULF TO BAY BLVD JEFFREYJ MCKINNIE ACT INSTALL ANSUL SYSTEM C. BCP200511571 1860 GULF TO BAY BLVD ;RICHARD HOUGHTON EXP EQUAL CHANGE OUT 15 TC- , BIZ2003 03305 1860 GULF TO BAY BLVD MC DONALDS CORP 00910024 CMP Excessive window signs 01 [.Ready _- ;Start ?, I 0 0 ®Inbox -Microsoft Outlook I Tidemark Advantage [... ? _? 9;26 AM 'Pinellas County Property Appi Information: 13 29 15 00000 230 0 Page 2 of 5 1 / 29 / 15 / 00000 / 230 / 0500 30-May-2006 Jim Smith, CFA Pinellas County Property Appraiser 09:41:00 I Ownership Information Non-Residential Property Address, Use, and Sales MC DONALDS CORP 009/0024 OBK: 06223 OPG: 0376 C/O UAZQUEZ, JUAN PO BOX 8589 CLEARWATER FL 33758-8589 EVAC: Non-EUAC Comparable sales value as Prop Addr: 1860 GULF TO BAY BLVD of Jan 1, 2005, based on Census Tract: 266.02 0 4: sales from 2003 - 20 0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 5 /1,986 6,2231 376 255,000 {U} I 0000: Book Pgs - 0 /0 0/ 0 0 { } 0000: Book Pgs - 0 /0 0/ 0 0 { } 0000: Book Pgs - 0 /0 0/ 0 0 { } 2005 Value EXEMPTIONS Just/Market: 800,'000 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 800,000 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 800,000 Agricultural: 0 2005 Tax Information District: Cu Seawall: Frontage: Clearwater View: 05 Millage: 23.2372 Land Size Unit Land Land Land I Front x Depth Price Units Meth 05 Taxes: 18,589.76 1} 260 x 150 18.00 39, 000.00 S Special Tax .00 2} 0 x 0 .00 .00 3} 0 x 0 .00 .00 Without the Save-Our-Homes 4} 0 x 0 .00 .00 cap, 2005 taxes will be : 5} 0 x 0 .00 .00 18, 589.76 6} 0 x 0 . 00 . 00 Without any exemptions, 2005 taxes will be 18,589. 76 Short Legal BEG 50IFT N & 606.81 FT E OF SW CDR OF NW 1/4 RUN Description N 150 FT E 260 FT S 150 FT W 260 FT TO POB Building Information Gvc. , " r I S Ya?? e http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1&a=l& =1&c=1&r=.16&s=4&t3=1&u=0&p... 5/30/2006 'Pinellas County Property App ' r Information: 13 29 15 00000 230 0 Page 3 of 5 . e 4 Property and Land Use Code descriptions 13 l 29 / 15 1 00000 1 230 / 0500 :01 30-May-2006 Jim Smith, CFA Pinellas County Property Appraiser 09:41:00 Commercial Card 01 of i Improvement Type: Fast Food Property Address: 1860 GULF TO BAY BLVD Prop Use: 326 Land Use: 22 Structural E1?m?nts Foundation Spread/Mono Footing Floor System Slab on Grade Exterior Wall Cone Block/Stucco Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Bar Joist/Rigid Fram Roof Cover Built Up/Metal/Gyps Cabinet & Mill Average Floor Finish Hard, Tile Interior Finish Drywall Total Units 0 Heating & Air Heating&Cooling Pckg Fixtures 12 Bath Tile Floor and Wall Electric Average Shape Factor Rectangle Quality Above Average Year Built 11995 Effective Age 10 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Areas Description Factor Area Description Factor Area 1) Base Area 1.00 3,068 7) .00 0 2) Canopy .25 776 8) .00 0 3) .00 0 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Commcrcial Extra FEE! aturE3 s Description Dimensions Price Units Value RCD Year 1) ASPHALT 40 SPCS, 1.75 10,000 17,500 17,500 999 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0. 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 17,500 Map With Property Address (non-vacant) F*1 R ? Ff I Pq E http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 5/30/2006 'Pinellas County Property Apptr Information: 13 29 15 00000 230 06 cs, r 4 a +? I Cltr4f DP OR QN AVE 407 ORION AVE r35 F007 Ld z 4 J 0 D 0 Ld a. Ld Page 4 of 5 30 AFAVE AR'IE V AR TUB AVE AF c G http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 5/30/2006 FE? US dA L AU E ? 0CRNA US P AVE P LAS 5 AVE? CORONA AVE ORO PEGASUS NA C AVE AVE PEG SL6 44 i-?J F? 1A. A A ? 1860 ID D 260(s) .6 ? I _ 32 U, 42.5 0 I. C) 8 .5 u r, A 55.5 1(y TO U GULF cu T? 3f 07 ass Pinellas County Property App?er Information: 13 29 15 00000 230 0?(1 Page 5 of 5 e 1 Pinellas County Property Appraiser Parcel Information Back to Searcli Page An explanation of this. screen http://pao.co.pinellas.fl.us/litbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &i=.16&s=4&t3=1 &u=0&p... 5/30/2006 Dil-ision of Corporations • Page 1 of 2 : uir, Public I)nq Florida Limited Liability S&I VENTURES, LLC PRINCIPAL ADDRESS 1527 MISSOURI AVE. SOUTH CLEARWATER FL 33756 MAILING ADDRESS 1527 MISSOURI AVE. SOUTH CLEARWATER FL 33756 Document Number FEI Number Date Filed L0200000366o 010597985 02/14/2002 State Status Effective Date FL ACTIVE NONE Total Contribution 0.00 Registered Aizent Name & Address VAZQUEZ, JUAN 1527 MISSOURI AVE. SOUTH CLEARWATER FL 33756 ?1 Manager/Member Detail mmdw? Titl e Name & Address VAZQUEZ, JUAN 1527 S. MISSOURI AVE P CLEARWATER FL 33756 Annual Reports 11 . Report Year II Filed Date II http://www.sunbiz.org/scripts/cordet.exe?al =DETFIL&nl =LO2000003660&n2=NAMFW... 5/26/2006 W 15-mvision of Corporations 0 Page 2 of 2 Previous Filing Return to List Next Filing No Events No Name History Information Document Images Listed below are the images available for this filing. 04/14/2006 -- ANN REPAWFORM BUS REP 02/17/2005 -- ANN REP/UNIFORM BUS REP 02/03/2004 -- ANN REP/UNIFORM BUS REP 02/14/2003 -- LIMITED LIABILITY CORPORATION 102/14/2002 -- Florida Limited Liabilites THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT Corporations Inquiry Corporations Help http://www. sunbiz.org/scripts/cordet.exe?a 1=DETFIL&n1=LO2000003660&n2=NAMFW... 5/26/2006 Pinellas County Property Appber Information: 13 29 15 82602 002 06 Page 2 of 6 13 / 29 /115 / 82002 002 / 0051 26-May-2006 Jim Smith, CFA Pinellas County Property Appraiser 16:07:40 Ownership Information Residential Property Address, Use, and Sales S & I DENTURES LLC OBK: 13954 OPG: 2184 PO BOX 8589 CLEARWATER FL 33758-889 EVAC: Non-EUAC Comparable sales valu6 as Prop Addr: 405 S P EGASUS AUE of Jan 1, 2005, based on Census Tract: 266.02 sales from 2003 - 2004: 241,900 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 11/2,004 13,95412,184 255,000 (Q) I 1951: Book 028 Pgs 030- 4 /1,993 8,22311,870 84,000 (U) I 0000: Book Pgs - 7 /1,986 6,278/ 907 160,000 (0) I 0000: Book Pgs - 0 /1,975 4,320/ 210 43,500 (Q) I 2005 Value EXEMPTIONS Just/Market: 203,!800 Homestead: NO Ownership .000 Govt Exem: NO Use %: .000 Assessed/Cap: 203,'800 Institutional Exem: NO Tax Exempt: .000 Historic Exem: 0 Taxable: 203,100 Agricultural: 0 2005 Tax Information District: CW Seawall: Frontage: Clearwater View: 05 Millage: 23.2372 Land Size Unit Land Land Land Front x Depth Price Units Meth 05 Taxes: 4,735.74 1) 70 x 130 8.00 9,100.00 S Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our Homes 4) 0 x 0 .00 .00 cap, 2005 taxes will;be 5) 0 x 0 .00 .00 4,735.74 6) 0 x 0 . 00 . 00 Without any exemptions, 2005 taxes will be :i 4,735.74 Short Legal SKYCREST UNIT C BLK B, N 70FT OF LOT 5 Description i Building Information http://pao.co.pinellas.fl.us/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&.... 5/26/2006 Pinellas County Property App4er Information: 13 29 15 82602 002 06 Page 3 of 6 . Building ..l.. . Building 2 Building #1 13 1 29 1 15 1 32002 002 1 0051 :01 26-May-2006 Jim Smith, CFA Pinellas County Property Appraiser 16:07:39 Residential Card 01 of 2 Prop Use: 220 Land Use: 08 Living Units: 2 Imp Type: Single Family Prop Address: 405 S PEGASUS AUE Structural E1cm?nts Foundation Continuous Wall Floor System Slab on Grade Exterior Wall ConcBk Stucco/Reclad Roof Frame Gable-Hip Roof Cover Composite Shingle # Stories 1.0 Floor Finish Crpt/Unyl/SftWd/Terr Interior Finish Drywail/Plaster Quality Average Year Built 1,954 Effective Age 25 Heating Central Duct Cooling Cooling (Central) Fixtures 9 Other Depreciation 0 Functional Depreciation 0 Econonomic Depreciation 0 Sub Arras Description Factor Area Description Factor Area 1) Base Area i. 00 2,540 7) . 00 0 2) Open Porch .20 282 8) .00 0 3) .00 0 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 RE3siclcntial Extra FE3aiturE3s 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 http://pao.co.pinellas.fl.uslhtbinlcgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&... 5/26/2006 Pinellas County Property Appoer Information: 13 29 15 82602 002 06 Page 4 of 6 13 / 29 / ' 15 / 82002 / 002 / 0051 :02 26-May-2006 Jim Smith, CFA Pinellas County Property Appraiser 16:07:39 Residential Card 02 of 2 Prop Use: 220 Land Use: 08 Living Units: i Imp Type: Single Family Prop Address: 405 S PEGASUS AUE Structural E1?ments Foundation Continuous Wall Floor System Slab on Grade Exterior Wall ConcBk'Stucco/Reclad Roof Frame Flat-S6ed Roof Cover B U Tar&Gravel/Othr # Stories 1.0 Floor Finish Crpt/Unyl/SftWd/Terr Interior Finish Drywall/Plaster Quality Average Year Built 1,954 Effective Age 25 Heating Unit/Spc/Wl/Fl Furn Cooling None Fixtures 3 Other Depreciation 0 Functional Depreciation 0 Econonomic Depreciation 0 Sub Aromas Description Factor Area Description Factor Area 1) Base Area 1.00 440 7) .00 0 2) .00 0 8) .00 0 3) .00 0 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 R?sidcntial Extra Fcatur?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 http://pao.co.pinellas.fl.us/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &i=.16&s=4&t3=1 &u=0&... 5/26/2006 Pinellas County Property Appser Information: 13 29 15 82602 002 0? RAINBOV I 182 PAINBOW 1817 AS RAINBOW US PEG DR AVE , D 308 PEGASUS ORION PEGA US S hv. 0 R,IOV PEGASUS 407 AVE' OR ON AVE o al 3 2 L 70 7Q I35 0 D 0 PEGASUS RA OVY PEGASUS AVE CORONA AVE Q PL SU S ''pNA CO?R?OE PAVES CORQC? 1A PEG US COPONA AVE PEGASUS ONA CORONA 1860 U) 280t'S7 'Q Z 0 0 Page 5 of 6 RA 6 GULF q. I I 16S 182 5 0 186 ; 15 1 W 1/8 Mile Aerial Photograph (2002) http://pao.co.pinellas.fl.us/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&... 5/26/2006 -0 Page 6 of 6 Pinellas County Property App ' cr Information: 13 29 15 82602 002 06 Pinellas County Property Appraiser Parcel Information http://pao.co.pinellas.fl.us/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&... 5/26/2006 c:_ Pin6llas County Property Appoer Information: 13 29 15 82602 002 04 13 / 29 / 15 / 82002 I 002 1 0050 Page 2 of 6 26-May-2006 Jim Smith, CFA Pinellas County Property Appraiser 16:06:32 Ownership Information Non-Residential Property Address, Use, and Sales S & I UENTURES LLC OBK: 13954 OPG: 2185 PO BOX 8589 CLEARWATER FL 33758-8589 EVAC: Non-EUAC Comparable sales value as Prop Addr: 409 PEG ASUS AUE of Jan 1, 2005, based on Census Tract: 266.02 sales from 2003 - 2004: 0 -Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 11/2,004 13,954/2,185 205,000 (Q) I 1951: Book 028 Pgs 030- 12/1,982 5,447/1,329 120,400 (0) I 0000: Book Pgs - 0 /1,979 4,920/ 828 60,000 (0) I 0000: Book Pgs - 0 10 0/ 0 0 { ) 2005 Value EXEMPTIONS Just/Market: 175,•000 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 175,000 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 175,000 Agricultural: 0 2005 Tax Information District: Cu Seawall: Frontage: Clearwater view: 05 Millage: 23.2312 Land Size Unit Land Land Land Front x Depth Price Units Meth 05 Taxes: 4,066.5 1 1) 60 x 130 8.00 7,800.00 S Special Tax i .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2005 taxes will be 5) 0 x 0 .00 .00 4,066.51 6) 0 x 0 . 00 . 00 Without any exemptions, 2005 taxes will be 4,066.51 i Short Legal SKYCRE ST UNIT C BLK B, S 60FT OF LOT 5 Description Building Information http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=l&a=l&b=l &c=1 &r=.16&s=4&t3=1 &u=0&p... 5/26/2006 Pinellas County Property App er Information: 13 29.15 82602 002 0 Page 3 of 6 wi Property and Land Use Code descriptions . Building 1 . Bulding_2_ Building #1 13 / 29 / 15 / 02002 / 002 / 0050 :01 26-May-2006 Jim Smith, CFA Pinellas County Property Appraiser 16:06:32 Commercial Card 01 of 2 Improvement Type: Offices Property Address: 409 PEGASUS AUE Prop Use: 330 Land Use: 24 Struc?ural Elements Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block/Stucco Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Flat Roof Cover Built Up/Composition Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plastered Direct Total Units 0 Heating & Air Heating&Cooling Pckg Fixtures 4 Bath Tile Hone Electric Average Shape Factor Rectangle Quality Average Year Built 11962 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub ArE3as Description Factor Area Description Factor Area 1) Base Area 1.00 1,200 7) . 00 0 2) Canopy .25 160 8) .00 0 3) .00 0 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 C ommsr c i a1 E xt r a F? at ur ? s Description Dimensions Price Units Value RCD Year 1) ASPHALT 800SF 1.75 800 1,400 1,400 999 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 1,400 Building #2 http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 5/26/2006 1, Pinellas County Property Appwr Information: 13 29 15 82602 002 00 Page 4 of 6 13 29 ! 15 82002 1 002 0050 :02 i 26-May-2006 Jim Smith, CFA Pinellas County Property Appraiser 16:06:34 Commercial Card 02 of 2 Improvement Type: Duplex/Triplex Property Address: 0 I Prop Use: 330 Land Use: 24 S-tru?ctural Eleman?s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block/Stucco Height Factor 0 I Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plaster Furred Total Units 0 Heating & Air Heating&Cooling Pckg Fixtures 6 Bath Tile Floor Only Electric Average Shape Factor Rectangle Quality Average Year Built 1,954 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub ArE3as Description Factor Area Description Factor Area 1) Base Area 1. 00 1,392 7) . 00 0 2) Open Porch .20 240 8) .00 0 3) .00 0 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Comtnsr?cial Extra F?atur?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 http://Pao.co.pinellas.fl.us/litbin/cgi-scr3?o=1&a=1&b=1&c=1&r=.16&s=4&t3=1&u=0&p... 5/26/2006 r Pinellas County Property Apter Information: 13 29 15 82602 002 If Page 5 of 6 5 4 t D 301 ?IJS pEA` 1849 RAINBOW E 307 304 PE? EIJ5 CC? A V RO P ,S CO NA AV E OO P S O CORONA JE AVE ACTS AOG PE US CORE A GAS PEG US CO ENA 1860 u? L U7 U7 260(5) 4 z 0 190: RAIDb ?`'?° ?, I I9.5 18? . ? ?c?, • i ? C R LL F 3MK4 ` GULF 1875 w Tf F s3) Z 1319,5 Li Cat IRO 511 1/8 Mile Aerial Photograph (2002) http://pao.co.pinellas.R.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 5/26/2006 GULF Page 6 of 6 Pintzllas County Property Apper Information: 13 29 15 82602 002 0 6 Pinellas County Property Appraiser Parcel Information Back to Search Page An explanation of this screen http://pao.co.pinellas.fl.uslhtbinlcgi-scr3?o=1 &a=1 &b=1 &c=1 &i=.16&s=4&t3=1 &u=0&p... 5/26/2006 a r LL CITY OF CLEARWATER PLANNING DEPARTMENT > Clearwater, MUNICIPAL SERVICES BUILDING ° 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM August 10, 2006 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 409, S PEGASUS AVE (FLS2006-05032) To Surrounding Property Owners: As a property owner within 500 feet of 409 S PEGASUS AVE, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval for an off-street parking lot of 19 spaces in the Commercial District for the adjacent McDonald's restaurant, under the provisions of Section 2-703.K.. On August 31, 2006, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determination, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be August 31, 2006. 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 August 31, 2006. An appeal must be filed, including an appeal fee, with the Planning Department within seven days, of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, Wa Is Planner III Letter of Notification - FLS2006-05032 - 409 S PEGASUS AVE MIKE LLC 1814 GULF TO BAY BLVD CLEARWATER FL 33765 - 3412 MC DONALDS CORP 009/0024 PO BOX 8589 CLEARWATER FL 33758 - 8589 FALONE, TOM III FALONE, CAROL 1200 HERMITAGE AVE CLEARWATER FL 33764 - 4958 POHLEY, MARY A POHLEY, LESLIE J 1515 DEXTER DR CLEARWATER FL 33756 - 2418 DEMARINIS, MICHAEL DEMARINIS, MARIA 308 S ORION AVE CLEARWATER FL 33765 - 3427 KAVROULAKIS, GEORGE 111 S CORONA AVE CLEARWATER FL 33765 - 3404 0 CLEARWATER BELL PO BOX 22246 CHARLESTON SC 29413 - 2246 CAR WASH HEADQUARTERS FL 3040 POST OAK STE 445 HOUSTON TX 77056 - 6520 BRUCE, ROBERT A BRUCE, WAIVA A 1830 RAINBOW DR CLEARWATER FL 33765 - 3444 CHRIST, DONNA CHRIST, GUS 219 S CORONA AVE CLEARWATER FL 33765 - 3406 SAARI, LISA J PO BOX 5896 CLEARWATER FL 33758 - 5896 CRITCHLEY, JOSEPH E 423 LOTUS PATH CLEARWATER FL 33756 - 3831 EVANS, EDWIN E 704 PARKLAND AVE CLEARWATER FL 33764 - 6201 PATTERSON, JOHN R PATTERSON, SHARON L 18519 GULF BLVD INDIAN SHORES FL 33785 - 2009 MAGNA MTG & INV INC 306-B S PEGASUS AVE CLEARWATER FL 33765 - 3438 COWDEN, H DANIEL COWDEN, LYNDA B 410 S PEGASUS AVE CLEARWATER FL 33765 - 3440 CRUZ, JORGE F CRUZ, RENE F 308 S PEGASUS AVE CLEARWATER FL 33765 - 3438 PEREZ, ANTONIO L 405 S ORION AVE CLEARWATER FL 33765 - 3452 i J M A INVESTMENTS LLC PO BOX 8030 CLEARWATER FL 33758 - 8030 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 PICOT, KELLY F STEWART, RICHARD J 219 S PEGASUS AVE CLEARWATER FL 33765 - 3437 MITCHELL, JOSEPH W 402 S ORION AVE CLEARWATER FL 33765 - 3430 BAWI, NASR-EDDIN A 1100 SATINLEAF ST HOLLYWOOD FL 33019 - 4805 PATTERSON, JOHN R 18519 GULF BLVD INDIAN SHORES FL 33785 - 2009 MC COWAN, DOUGLAS H II 47590 W ANN ARBOR RD PLYMOUTH MI 48170 - 3338 HUGNEY, MARGARET A 402 S PEGASUS AVE CLEARWATER FL 33765 - 3440 WAUGH, BRIAN J 407 S ORION AVE CLEARWATER FL 33765 - 3431 HAMMOND, JAMES R PETZOLD, GEORGE ANOVER, ARTURO HAMMOND, LUANNE S 307 S PEGASUS AVE ANOVER, NORMA 301 PEGASUS AVE CLEARWATER FL 33765 - 3439 17812 WENDY SUE AVE CLEARWATER FL 33765 - 3439 HUDSON FL 34667 - 5917 LYFE, LORI J 401 PEGASUS AVE CLEARWATER FL 33765 - 3441 EVANS, EDWIN E 704 PARKLAND AVE CLEARWATER FL 33764 - 6201 40 S & I VENTURES LLC S & I VENTURES LLC PO BOX 8589 PO BOX 8589 CLEARWATER FL 33758 - 8589 CLEARWATER FL 33758 - 8589 KUHN, WILLIAM J TENNEY REVOCABLE TRUST KUHN, MARY J 225 COUNTRY CLUB DR # B 1 27011 SOULT RD LARGO FL 33771 - BROOKSVILLE FL 34602 - 5423 WHITNEY, LINDA M THE PEARSON, JOSEPH R THE 310 S CORONA AVE CLEARWATER FL 33765 - 3407 VECCHIO, EDWARD A 223 MILLEN DR SYRACUSE NY 13212 - 2219 FEDORSYN, RUTH H 155 BLUFF VIEW DR # 209 BELLEAIR BLUFFS FL 33770 - 1341 BURGER KING CORP PO BOX 020783 MIAMI FL 33102 - 0783 PAPAS, NICOLAS PAPAS, MARIA 1800 GULF TO BAY BLVD CLEARWATER FL 33765 - 3412 GEORGILAS, WILLIAM GEORGILAS, HOPE 883 ELDORADO AVE CLEARWATER FL 33767 - 1205 BOATSWIN TREE SERVICES 1608 HARVARD ST CLEARWATER FL 33755 - 6424 MILLS, R EDWARD THE MILLS, MARGARET J THE 217 EVELYN AVE CLEARWATER FL 33765 - 4306 FUDGE, GARY W 61 CRIMSON RD BILLERICA MA 01821 - 5414 SULLIVAN, JOHN M TRUST LIS, HENRYK 800 S GULFVIEW BLVD APT 607 LIS, KRYSTYNA CLEARWATER FL 33767 - 3000 306 ARCTURAS AVE S CLEARWATER FL 33765 - 3507 FIESS, ROLAND FIESS, YOLANDA 3644 ENTERPRISE RD E SAFETY HARBOR FL 34695 - 5409 R M B ENTERPRISES LLC PO BOX 775 OZONA FL 34660 - 0775 JOHNSON, THOMAS G GULF COAST JEWISH FAMILY 401 ARCTURAS AVE S & MEN CLEARWATER FL 33765 - 3514 D/B/A GULF COAST COMM CARE 14041 ICOT BLVD PINELLAS BD OF PUB INST GEORGILAS, WILLIAM PO BOX 2942 GEORGILAS, HOPE LARGO FL 33779 - 2942 883 ELDORADO AVE CLEARWATER FL 33767 - 1205 KURDI REAL ESTATE INC PO BOX 831306 AMMAN 11181 00000 - ?JORDAN AMERICAN INFOAGE 4465 W GANDY BLVD STE 800 TAMPA FL 33611 - 3379 GEORGILAS, WILLIAM GEORGILAS, HOPE 883 ELDORADO AVE CLEARWATER FL 33767 - 1205 GEORGILAS, WILLIAM GEORGILAS, HOPE 883 ELDORADO AVE CLEARWATER FL 33767 - 1205 HITCH, JOSEPH A WALGREEN CO WEAVER ENTERPRISES INC 510 VIRGINIA LN 200 WILMOT RD 2050 WEAVER PARK DR CLEARWATER FL 33764 - 6261 DEERFIELD IL 60015 - 4681 CLEARWATER FL 33765 - 2175 BAZZINI, PETER BARTON, DARRIN D BAZZINI, DORIS M 206 WOODWARD AVE 17210 BOY SCOUT RD OLDSMAR FL 34677 - 3338 ODESSA FL 33556 - 2110 GEORGE, TERRY L MYRTLE, KAREN E 522 BROOKSIDE DR 523 BROOKSIDE DR CLEARWATER FL 33764 - 6243 CLEARWATER FL 33764 - 6242 STEVENS, JUNE E MORRIS, BRIAN 2005 E TWISTED OAK CIR MORRIS, CATHERINE LITTLE RIVER SC 29566 - 8813 1529 NURSERY RD CLEARWATER FL 33756 - 2318 Clearwater Neighborhood Coalition 409 S Pegasus Avenue PO BOX 8204 FLS2006-05032 Clearwater, F133758 Wayne Wells i i 46 LAUER, GAYLE A 520 BROOKSIDE DR CLEARWATER FL 33764 - 6243 HEGH, AIMEE M 1452 FOREST RD CLEARWATER FL 33755 - 5010 WEAVER, J C 2050 WEAVER PARK DR CLEARWATER FL 33765 - 2175 t IL??'r?lP t? ` rr t t n ?V" LO; IMF i 4TEIR 0,0 I LONG RANGr PLANNING DrVELOPMI:NT REVIEW I CITY OF C LEARWATE R PLANNING DEPARTMENT Posr Oi rncr Box 4748, CLEARWATER, FI.ORIDA 33758-4748 MUNICIPAL. SFRVICm BUILDING, 100 SOUTH MYR,n.r AVRNUr, CLFARWATIiR, FLORIDA 33756 Tr1.rPHONr (727) 562-4567 FAx (727) 562-4865 October 16, 2006 Mr. Juan Vazquez PO Box 8589 Clearwater, FL 33758 RE: Development Order' for Case No. FLS2006-05032 405 - 409 South Pegasus Avenue Dear Mr. Vazquez: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On August 31, 2006, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval for an off-street parking lot of 19 spaces in the Commercial District for the adjacent McDonald's restaurant, under the provisions of Section 2-703.K. The DRC recommended approval of the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. That the 0.387 acres is located on the east side of South Pegasus Avenue, approximately 150 feet north of Gulf to Bay Boulevard; 2. That this proposal consists of two platted lots with two Pinellas County parcel numbers; 3. That a Unity of Title must be recorded in the public records tying these two parcels together as one parcel/lot for the development as proposed; 4. That the proposed use' of this parcel is for off-street parking of 19 parking spaces, serving the adjacent McDonald's restaurant; 5. That this parking lot,is accessed from a driveway on South Pegasus Avenue and from the McDonald's parking lot; - 6. That the number of parking spaces on the adjacent McDonald's site is being reduced from its existing nonconforming amount to afford the cross-access to this proposed off=street parking lot; 7. That, since ownership of this parcel is different than that of the McDonald's parcel, a cross-access easement and a shared parking agreement/easement be recorded between the two parcels to provide for continued vehicular and pedestrian access between the two parcels and to provide required parking for the McDonald's restaurant; 8. That the adjacent parcel to the north is zoned and developed residentially; 9. That required setbacks are being met with this proposal; and 10. That the off-street parking lot is being landscaped in accordance with Code requirements. FRANK 1111 MARL), MAYOR JOHN I GRAN, Crn:NCU.,?ut,?nieR I ION-1 I IA>I11:1 ON, Co t NC ILMENIBER Bn.L JONSON, C"(WNC:IIAlF..MBER CAi u::N A. PI TKRSF.N, C.or\cn..\nt>n;eR i 'EQUAL EMPLOYMENT ANi) AFFI1\'A,A'11W Ac: r1oN Ei?II'LO, lilt October 16, 2006 Vazquez - Page 2 Conclusions of Law: 1. The proposal complies with Off-street Parking criteria under the provisions of Section 2-703.K; 2. The plan complies with, General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Conditions of Approval: 1. That, prior to the issuance of a building permit, a Declaration of Unity of Title document tying these two parcels together as one parcel/lot for the development of this off-street parking lot be completed and recorded in the public records, with a copy of the recorded document submitted to the Planning Department. Further, the Planning Department requests the property owner request the Property Appraiser's Office combine the two parcels under one parcel number; 2. That, prior to the issuance of a building permit, a cross-access easement and a shared parking agreement/easement be recorded in the public records between the owner of this parcel(s) and the owner of the McDonald's restaurant parcel to the south to provide for continued vehicular and pedestrian access between the two properties and to provide required parking for the McDonald's restaurant; 3. That all on-site utilities must be underground; 4. That the maximum height of the fence along the north property line be three feet within the front setback (first 25 feet); and 5. That separate permits; be submitted and obtained for the McDonald's restaurant parcel under separate ownership for the following: a. dumpster enclosure for cardboard including bollards in accordance with City standards, constructed of the same exterior material and color as the existing dumpster enclosure and be limited to a maximum of a four yard dumpster on wheels; b. parking lot improvements to effect the cross-access to the parking lot on the parcel to the north, including terminal islands, restriping of the parking lot due to the cross-access, pedestrian sidewalk tie-in with the parking lot to the north, associated landscape and irrigation improvements and a handicap accessible path to the public sidewalk within the right-of-way. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above three conditions. The approval is based on and must adhere to the site plan and application dated received September 15, 2006. Pursuant to Section-4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (October 16, 2007). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The 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 U October 16, 2006 Vazquez - Page 3 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. In addition, in accordance with Section 4-502.A, please be aware that an appeal of a Level One approval (Flexible Standard Development) may be initiated by the applicant or a property owner abutting the property (which is the subject of the approval) within seven days of the date the Development Order is issued. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The Community Development Board (CDB) would hear an appeal application. The appeal period for your case will expire on October 23, 2006. If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Planner III, at 727- 562-4504. You can 'access zoning for parcels within the City through our website: www.myclearwater.com. Sincerely, Michael Delk, AICP Planning Director S: (Planning DepartmentlC D BTlez Standard (FLS)IPending Casesl2 -Reviewed and PendinglPegasus S 405-409 McDonald's (C) 8.31.06 DRC - WMPegasus S 405-409 FLS2006-05032 Development Order 10.1606doc h , . ~ l-~ 0200 6 053 ~ PROJECT LOCATION MAP (Nor To scA~E) ' CONST ~ INSTALL 4.0 H. N , CONSTRUCTION NOTES: oPC~~P~ ~o• 590 D ZO lNG. HDR ~ ~ ~ DECORATIVE FENCE O 20 X 20 HIGH DENSITY UNIT C OF sKYC EST SUBDII/ISON THIS PROJE ~2QTYPICAL TREE C NAPY ~ LANDSCAPED ON THE THIS PROJECT IS TO BE IN COMPLIANCE WITH CITY OF CLEARWATER DEVELOPMENT REGULATIONS, ~ V c NE OOT ' SIGHT VISIBILITY RESIDENTIAL Pe. za, PG. ,30 ~ ~ SUCH AS T BASED ON 0 _ EXTERNAL SIDE SUCH AS THE TREE AND LANDSCAPE CODE, STORMWATER MANAGEMENT REGULATIONS 590 528 DREW ST. AND FIRE CODES APPLICABLE TO THE PROJECT AT TIME OF PERMITTING. DIAMETER PER ON INCH ~ ~ r „ „ DISTRICT AND FIRE C i ~ pq~,r BLOCK B DIAMETER TRU K. i I G ZONING; HDR ° ~ LOT 4 LOT 7 DIMENSIONS ® 10.0 LANDSCAPE HIGH DENSITY ' I x (TO ~ , DIMENSIONS ARE TO FACE OF CURB AND BACK OF CURB. CLEVELAND ST. / ~ BUFFER RESIDENTIAL ALL ASPHA MOVE ~ x ~ " ALL ASPHALT, CURB AND GUTTER TO BE REMOVED SHALL BE SAW CUT. i / ~ RE ) . f ~ ~ r r n ~ ~r DISTRICT - - - S`, 59-2.253- ' - ~-3O.4Q _ _ _ - - - ~ RAINBOW DRIVE a a a ~ ~ a 5' DRAINAGE EAISE ENT O,O ~ ~ c~ I~ INST LL STO waoD FENCE _ - ----------------_-~1r-____ ~ < < ~ F a 501 o ~ w ~ SIG /rf3,L 1' 1 ~ ~ o - .1 15 DRAT GE EASEMENT - 1 r 0 20 10 0 20 SITE PI 60 GULF TO BAY BLVD. SITE PLAN NOTES: d ~ U ~ ~ ` ~ ~ ~ • ~ ? Sy I ~ INSTALL 4 1 IW SOL D W ITE i ~ 1. ALL WOR I \ r 1. ALL WORK WITHIN THE RIGHTS-OF-WAY AND EASEMENTS SHALL COMPLY SITE STOPB R ~ SCALE IN FEET .WITH THE ~ ~ Q ~ R4.0 _ EXISTING BUILDING » _ WITH THE CITY OF CLEARWATER STANDARDS AND SPECIFICATIONS. ~ ~ ~ ~ R4.0' 1 - 20 2. EXISTING ~ i ~ TO BE REMOVED 2. EXISTING WATER AND SANITARY SERVICES TO THE McDONALD'S RESTAURANT DRUID ROAD = ~ ~ ~ , I ~ I I .s ~ ~ ARE TO ARE TO REMAIN (N0 CHANGES PROPOSED). °a °~w ~ ~ ~ x. ~ s 19.0 aL c. ~ 5.0 LANDSCAPE ~~~m ~ 1 I s „ ll la D a~ ~ ~r I T PE F CUR coNC, eL . BUFFER LEGEN a ~ ~ ~ cv TYP,.. o. i I I DLDG ZONING; C cn w V i Q2Q ~ o ( OD.) TYPICAL W ~ w x - ~ ~ COMMERCIAL x a ' II w I ~ ~ ' ~ DISTRICT DENOTES LIMITS OF PAVEMENT, CONC. Y J ¢ ~ i I 12.0 6.0 ( O ~o i R15.0 02 ~ WALL, AND CONC, CURB TO BE REMOVED . W m o. (D I U ~ ~ i ~ M I w I LOT 6 DENOTES LIMITS OF PARK NO LOT PORCH ( .INTERIOR LANDSCAPED AREAS U U ~ ~ ~ t, ~ T ~ i ~ - E ASPNAL W ~ ~ 4.0 CONCRETE VICINITY SKETCH ~ ~ O ~ R3.0 5 ~ ~ 5.0 ? ~ • a.o s.o PAV'r SIDEWALK N,T.S. p~~ ~ R4,0 I W N~~ W j 0 EX ASPHAL T P f ~ ~ i ~ 19.0' ~ w I of _ 0. N 70' OF LD i TYP. ~1 w , ~ ~ v ~ s so of for I M SITE DATA: o w R4.0 • Q i w o ( i ~ _ _ ~ p G OPOS D Q REQUIRED/ALL{~WED ~ o ~ , ~ ROPOS -tGHil ~ " ~ I- ~ m DP _ FIXTUR P ASE SEE LIGH ING~ EXISTING B ILDING ZONING DISTRICT COMMERCIAL COMMERCIAL COMMERCIAL ~ a Y o - o / ~3 EXISTING PARKING _ ~ o 1 _ I TO BE REMOVED a: AN FOR DETAIL. ~ ~ USE OFFICE BUILDINGS PARKING LOT PARKING LOTS h a w ~ ~ P RC ~ SPACE COUNT W w v I 3 PROPOSED PARKING a,. ? LOT AREA (SF & AC) 16,900 S.F. (0.39 AC) 16,900 S.F. (0.39 AC) 10,000 S.F. MIN. (0.23 AC) z N ? ~ ~ ~ o ~ v ~ SPACE COUNT BUILDING 5,540 S.F. (0.328) 0 S.F. (0) 7,600 S.F. (0.45 MAX) ~ a~ ~ ~ ~a, F o ~ , v ~ ® Ex s I- ~ U m~ Q e w FLOOR AREA RATIO (FAR) ~ ~ ~ I~ ~ ~ ~ q I~ `m 24.0 Woo a ~ o $ . 4 ~ oc. 1 ? a k TREE LEGEND w o TYP. ~ rn ~ 4 I W VEHICULAR USE AREA 5,956. S.F. (35.2%) 7,634 S.F. (45.2%) N/A w I y „ OTHER IMPERVIOUS AREAS (SIDEWALKS, 954 S.F. (5.60%} 460 S.F. (2.70%) N/A 25.0 I 9 O -CITRUS 0 PORCHES, A/C PADS, ETC) c~ R4.9--- 4 zo tN. ~ Ff0'`L~! DSCAPE 9" ' - ~ - ~ ~ O -OAK ~ X4.0 ~ ~ .~T.- ~ BUFF R 9 / -__10 _J 1. ~ _o w a ~ 9.. IMPERVIOU5 SURFACE RATIO (ISR) 12,450 S.F, (0.737) 8,094 S.F. (0.479) 14,365 S.F. (0.85 MAX) ~ ~ ~ ~ ~ ~ ~ -MAGNOLIA OPEN SPACE 4,450 S.F. (26,30%) 8,806 S.F. (52.1%) 2,535 S.F. (15%) m w ¢ CONC. rALL FCM 3"X " _ ~ Y o ~ ~ ~ _ I s ? CHERRY m N ¢ X LAND / \ / , ~ PALM SETBACKS FRONT 9.9' 25' 25 F w w ci \TYP. \ ~ / \ \ w B f"s EXI TIN C~ C. WAL SIDE 2.T 10' 10' ~ ~ 0 x t- o z UMP . ~ ~ \ E E VED w z- o D R5.0 \ _T R 4 \ \ REAR 2.4' 42.5' 20' o ~ INSTA L STOP " " . \ \ SIDE K RAM ~ \ \ , pow . \ \ \ HEIGHT < 35' N/A 35' MAX Q SIGN 1-1 \ \ \ \ \ 1. \ \ \ \ \ ~ - 3 /RIGHTS RN ~ R18~5 ~ ~ ~ _ ~ ONLY (FT 1 INSTALL 24 > 1. ~t ~ ~ (SF AND q PaVEDRVEMICUNAR AREAS) 0 S.F. (0%) ~ 904 SF (11.8%) 764 S.F, (10% OF GVA) , 0x10 TERIOR) SOLID WHITE ~ INSTALL CROSS DUM S f:R ENCLOSURE STOPBAR C~ ~ WALK STRIPING FOR CAf~ BOARD DUMPSTER _ _ ~FLEXIBIE STANDARD DEVELOPMENT INSTALL DO NOT ~ _ I r _ ~ _ 2. - ENTE I.GI`II ~ ~ , ~Q R~ _ ~ AAIP RAM ~ THERE IS A NET DECREASE OF 383 S.F. OF IMPERVIOUS AREA (ALL VEHICULAR USE AREA) TO THE EXISTING McDONALD'S SITE FOR THE CONNECTION BETWEEN THE EXISTING., AND PROPOSED PARKING AREAS. I l O \ ZONIN I I G. C ~ EXIST r COMMERCIAL CONCRETE I I DlSTRI T Q ST G ROPOSE REQUIRED/ALLOWED I C I II I1 EXISTING x_41 SPACES 36 SPACES ~ 15 SPACES/1,004 S.F. (G.F.A.} ~ ~ McDONALD'S SITE (INCLUDES 2 HDCP) (INCLUDES 2 HDCP} *(51 SPACES FOR 3,400 S.F. RESTAURANT) I Ex srr I , 1 J McDONALD S w 1 ~ PROPOSED 6 SPACES 19 SPACES _ _ _ _ I ~~z 11 W PARKING LOT SITE (NOT STRIPED) o ~ ~ z TOTAL PARKING 41 SPACES 55 SPACES _ _ _ _ a \ - - - _ - U \ (INCLUDES 2 HDCP) (INCLUDES Z HDCP) \ U1=O X W ~ CITY OF CLEARWATER REQUIREMENTS FOR RESTAURANT PARKING HAS CHANGED SINCE THE CONSTRUCTION 1, 0 OF THE EXISTING McDONALD'S RESTAURANT IN 1993. THUS THE EXISITNG SHORTAGE IN REQUIRED PARKING. I tiy0 DUMPSTER ENCLOSURE NOTES: ~ \ \ \ \ \ ~ / 1. DUMPSTER ENCLOSURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CLEARWATER DEVELOPMENT STANDARDS. h I ~ ~ \ \ ~ \ \ \ 2. EXTERIOR OF DUMPSTER ENCLOSURE SHALL MATCH THAT OF THE EXISTING \ ~ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ MCOONAlO'S RESTURANL o 0 N S~T~ PLAN APPS®~ED ORIGINAL. .r....~ ~s Z,pQ (p ' O.S''0 3 2 RECEIVED m CASE TYPE - DEC DATE SEP 15 2006 ' GULF TO BAYBL !/D, 3 CDB DATE PLANNING DEPARTtv1ENT S.R. 60 SiGNATUoRE ~ c+~~YOFCIEARWATER DATE _l_~!-'~-~---- °o INDEX OF SHEETS w V LEGAL DESCRIPTION: FLOOD ZONE NOTE . SP-1 SITE PLAN w STRIPING &SIGNAGE NOTE. SP-2 PAVING, GRADING, & DRAINAGE PLAN THIS PROPERTY APPEARS TO LIE WITHIN F100D ZONE X L P V " A L A EMENT MARKINGS AND SIGNAGE SHALL BE INSTALLED IN LOT 5, BLOCK B, MAP OR PLAT ENTITLED UNIT C OF SKYCREST SUBDIVISION , AS PER FLOOD INSURANCE RATE MAP, COMMUNITY N0, 125096, CONFORMANCE WITH fDOT ROADWAY AND TRAFFIC STANDARDS RECORDED IN PLAT BOOK 28, PAGE 30 OF THE PUBLIC RECORDS OF PINELLAS PANEL NO, 0109 G, MAP N0. 12103C0109G, EFFECTIVE DATE SP-2.5 CONSTRUCTION DETAILS (BOOKLET DATED JANUARY 2006) AND THE MUTCD MANUAL CQUNTY, FLORIDA SEPTEMBER, 3, 2003, NATIONAL FLOOD INSURANCE PROGRAM, L1- L3 LANDSCAPE PLAN (BY OTHERS) m FEDERAL EMERGENCY MANAGEMENT AGENCY 1.1 LIGHTING PLAN (BY OTHERS) ' CQNTAINING 16,900 SQUARE FEET OR 0.39 ACRES, MORE OR LESS. S-'I ; BOUNDARY & TOPO SURVEY (BY OTHERS) REVISIONS PROJECT SHEET FOR: BY DATE DESCRIPTION B ~ ORWN BY. D.E.C; DATE 05 06 - ~ `"i ~ i~ ' - ~ Y DATE DESCRIPTION REVISED. ADDED PER CITY OF CONS r PROPOSED PARKING LOT D,E.C, 08 06 , LILTING CIVIL ENGINEERS OM MFNTS (5/30/06). L TR. S I VENTURESv LLC oscN BY: K,L•K, DATE 05/06 REVISED ADDED PER CITY OF K,L.K. os/a6 n2 w RC-CO ENTS (8/31/06). R M CERTIFICATE OF AUTHORIZATION #00002168 CHKD BY. P.J.S. DATE 05/06 BOX 8589 P.O. PLANNING LAND SURVEYS JOB NO. CLEARWATER, FL 33758 2463 ENTERPRISE ROAD CLEARWATER 727 797-8982 PHONE: 727 461-3432 SITE PLAN 0078 CLEARWATER, FLORIDA 33763-1790 TAMPA 813 223-4333 PANKAJ SHAH, P .E,',, #21180 FLORIDA REGISTERED ENGINEER ABOVE GROUND OR UNDERGROUND UTLITIES MAY BE IN EROSION AND SEDIMENT CONTROL NOTES CONSTRUCTION NOTES: THE AREA OF THIS PROJECT -PROCEED WITH CAUTION. EI CONTRACTOR IS TO CALL THE SUNSHINE STATE ONE CALL n rr 1 • AT 1-800-432-4770 AND LOCAL POWER COMPANY ( ~ 2. 1. ALL EXISTING STORM WATER INLETS MUST 8E PROTECTED WITH HAY BALES OR SILT FENCES, 1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF 2. A GRAVEL CONSTRUCTION ENTRANCE MUST BE ESTABLISHED FOR EVERY POINT OF ACCESS EXISTING SANITARY SEWER, WATER MAIN, AND STORM SEWER PRIOR 48 HOURS BEFORE BEGINNING WORK. CONTRACTOR TO ~ BY CONSTRUC110N VEHICLES. TO CONSTRUCITON OF SERVICE CONNECTIONS AND NO11FY THE ENGINEER PROTECT ALL EXISTING UTILITIES IN THE AREAS OF - r OF ANY DISCREPANCIES FROM THE DEPICTED DATA. CONSTRUCTION. ' 2, ADDITIONAL UNDERGROUND FACILITIES MAY EXIST ON THIS PROPERTY WHICH ARE NOT SHOWN ON THE BOUNDARY/TOPOGRAPHIC SURVEY FLOOD ZONE NOTE AND NOT DEPICTED ON THIS PLAN. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE EXISTING FACILITIES AND THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE X EITHER PROTECT THEM FROM DAMAGE (IF TO REMAIN) OR ABANDON/ iA1A Iq~O I' b Rp PER FLOOD INSURANCE RATE MAP, COMMUNITY NO. 125096, REPLACE AS APPROPRIATE, 0 y °qy PANEL N0, 0109 G, MAP N0, 12103C0109G, EFFECTIVE DATE 3. UNLESS OTHERWISE NOTED, ALL EXISTING GRADES AT THE PROPERTY o ~ C a p ~ ° C SEPTEMBER, 3, 2003, NATIONAL FLOOD INSURANCE PROGRAM, LINES ARE TO REMAIN UNCHANGED. FEDERAL EMERGENCY MANAGEMENT AGENCY 4. ALL PAVEMENT MARKINGS AND SIGNAGE WILL BE INSTALLED IN CONFORMANCE WITH FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS TYPICAL TREE CANAPY BASED ON ONE FOOT ° h DATED JANUARY 2006 OR CURRENT EDI110N AND THE MUTCD MANUAL. s ~ ~ DIAMETER PER ONE INCH 5. SOD TO BE PLACED AT BACK OF AlL CURB, PAVEMENT EDGES, AND ~ INSTALL 4.0' H. UNIT C OF SKYC EST SUBDII/ISpN ~ . DIAMETER TRUNK. o? SWALES UNLESS OTHERWISE NOTED ON LANDSCAPE PLAN. - EX. CURB INLET ~ ~ DECORATIVE FENCE Pe. 28, PG. 30 ,NO ~ Y = 74 ~ J r ~ P RIM EL. 58. p~ BLOCK B LANDSCA ED ON THE NOTES FOR M.O,T. IN RIGHT OF WAY 6. ALL RIGHT-OF-WAY INSTALLAl10NS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCE IN THE STATE OF FLORIDA U111J11ES S 1NU. EL. = 56.67 I i , SIG1V 2 LOT 4 EXTERNAL SIDE LOT 7 1, REFER TO THE F.D,O.T. ROADWAY STANDARDS MANUAL INDEX No. 600 AND ACCOMMODAl10NS MANUAL. N, IN!/ EL. = 56.53 ~ ~ 0 20 _ ~W I TO ~ ,1 1 20 10 NV - 56.50 ~ / CONS . 12,Of L,F. - 15 w. 1 . EL. , REMOV 605 AND THE CITY CF CLEARWAIER'S STANDARDS AND SPECIFICATIONS FOR 7, SIGNS AND BARRICADES TO BE ACCORDING TO F.D.O.T. MANUAL E. 1NU EL. = 56.46 ~ / _ © .C.P. ®0.83% MAINTENANCE OF TRAFFIC FOR WORK TO BE DONE IN PEGASUS AVENUE, OF SAFE PRACTICES; REFERENCE F.D.O.T, INDEXES 600 THRU 650, i s ~ S 2 8. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL 11MES. 66 y/ ,T ~ - _ _ _ _ _ _ u _ _ _ _ a>y ~ SCALE IN FEET y1. . g~ AINA S ENTy W D FE E _ F.' ~t 230 ~ _ TO EX CURB INLET i8 C 2. CLOSURE OF THE LANE QN PEGASUS AVENUE MUST NOT OCCUR DURING 9. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND THE PEAK HOUR PEPoODS, (I.E., 7:00 A.M. - 9:00 A.M. AND 4:00 P.M - 5:00 P.M.). REPLACED, SIDEWALKS ARE TO 8E RECONSTRUCTED WITHIN THREE {3) GP , , - - - ----------_--'>>r--_ - ALONG CORONA Al/E 20 ig ,R S J y , p4° 5g. 16 UN ® ~ 5' DRAINAGE ASEMENT •D ~ E, & W. INV. EL = 5,57 EX' ~ ~ ALL TRAVEL LANES NUST BE FULLY RESTORED FOR THE USE OF VEHICULAR DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS REMOVED, IT IS ~ ~ 1 TRAFFIC AT LEAST 30 tu~NUIES IN ADVANCE OF THE BEGINNING OF THESE PEAK PERIODS. TO THE NEAREST JOINT. ~ / ~ ABC ~ S-1 ~ a = i \ ~ g TREE LEGEND LEGEND 10. PLACE EXPANSION JOINT WHERE 4" AND 6" CONCRETE ABUT. cn O i \ 9 ~ . '(W x a ~ ~ ~ - - - ~ ,,0 g ti INSTALL STAKED SILT „ w > ° ¢ ~ ~ Q s~ 's h°'' y6 ~ I SCREEN FENCE TYP, 9 - ITR S ~o EXISTING GRADES 11. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO CURB REMOVAL. ~ . 3 ~ ~ ~ I ~ s~, 4 ~ i s8 y I o0 ~ a ~ c~ ; 's ° ~ w '~9? 0 5g t 9 Q -OAK ~ 12, PLACE EXPANSION JOINTS BETWEEN BACK OF CURB AND CONCRETE ~ N III .-a a z I• c. I ~ DRIVEWAY. URB 13. COMPAC110N FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 v. w m i 3,16% EX. STY. • ~ BL ~ PROPOSED TOP OF CURB a o O w~ t I v w CONC. BLK. MAGNOLIR b y PROPOSED PAVEMENT GRADE GRADE . c~ ~ U ~ I G v o BLDG * 3 ~ $•ig ~1 a~ i ~ I ~ - ,a.• / s 0 -CHERRY (100q). ~ ~ I ~ ~ I I 6y ~ ~ 1.0% a s° 14, DISTURBED AREA WITHIN THE RIGHT-OF-WAY WILL BE COMPACTED TO 1CTURE OF MAXIMUM DENSITY AND SODDED. m m - ~ I ~ ~ ~ - PRLM S-1 DENOTES STORM STRUCTURE o:N a ti (MIN.) •w ( ,e~ o a a~ i g• ?"L II O w ~a00 ~ 6 h ¢ 9 - a ~ ~ ~ ~ ~ ~ h 1 .2 ~ " z DENOTES TREE TO BE REMOVED a ~ti I ` 8'S ~ O I LOT 6 DENOTES LIMITS OF PAVEMENT, CONC. 15. THE PERMITTEE'S ATTENTION 15 DIRECTED TO THE PROVISIONS OF THE AVEMENT, CONC. TRENCH SAFETY ACT (FLORIDA STATUTES, SEC110N 553,60 ET. SEQ.) ' - . S c PORCH d o ~ AND CONC. CURB TO BE REMOVED BE REMOVED AND THE .OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EXCAVATION 8 i ~ _ _ _ _ , ' a I y ts'O DENOTES TREE TO BE BRRRICRDED ~ ~ N ASt~'A~' ~ g 1. EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926.650, SUBPART 8) ~ s0 9g II ~ R II . ~ 5 ~ ~ DENOTES STAKED SILT SCREEN FENCE S i Q SCREEN FENCE WHICH SHALL COMPLY TO CONSTRUCTION, OPERATION, ANO MAINTENANCE y1. i r,, EX. ASF~,9 A ~ .J W J la ~ ~ ¢ w' w PURSUANT TO THIS PERMIT, ~ I 58 w 16. NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT AND Y N 70' OF LO m x J~ I N ~L.1 w w ~ ~ DEBRIS WILL BE REMOVED FROM JOB SITE DAILY. ROADS AND SIDEWALK TO BE SWEPT DAILY AS PART OF DAILY CLEAN-UP. ~ o s 60' of LorS ky ~ ~ _ m N I SEE TYPICAL POND STGRM STRUCTURE TABLE ¢ ? he . 3~ y~' _ CROSS SECTION STDRMWATER POLLUTION PREVENTION PLAN Va ~ ¢ ~ w ~ ~ ~ 11 S_1 OUTFACE CONTROL .;STRUCTURE ~ ~ ~ h 5$ 6° y~• ~ ~ ON SHT. N0. 2.5 _ ©o y \ l ~ LE. - 56.50 ;RIPTION PHASE III -STDRMWATER MANAGEMENT SYSTEM CONSTRUCTION ' ~ Z'- x w- 8 1 T „II~` g 1.A. NATURE OF CONSTRUCTION w o ~ 1 _ ~ ~ SEE DETAIL ON SHT,NO. SP-2,5 ' CONSTRUC110N ACTIVITY: INSTALL ROCK BAGS AND SILT FENCE AT 1Ii05E STRUCTURES (STDRMWATER) WHERE RUNOFF MAY LEAVE THE PROJECT SITE. Q a o P -I U' ~ Z ¢ U -0 ` ` ~ ~ ui THE SUBJECT PROJECT INVOLVES OJECT INVOLVES THE CONSTRUC110N OF A 19 SPACE PARKING LOT W ~ ~ m ~ W ~ - CUT EXIST. 18" -RCP & CONSTRUCT WHICH INCLUDES THE 24 DRIVE ~ I ~ ~ Q S 2 THE 24' DRIVE WITH 9' X 19' PARKING STALLS AND STDRMWATER 2.A,1. STABILIZATION PRACTICES: STEM. THE PURPOSE OF THIS PROJECT IS TO PROVIDE ADDITIONAL 4 _ w ~ ; ~ ? ~ TYPE "P" STM. MANHOLE MANAGEMENT SYSTEM. THE PUF U Q I • 4 ~ ¢ ~ ~ ( ~ PARKING FOR A EXISTING McDON m ~a. EXISTING McDONALD'S RESTAURANT; PERMANENT -SOD PROPOSED AREAS IN ACCORDANCE WITH CONSTRUCTION PLANS. ~ 3 . , ~ ~ , o ~ EJr, i r. I v, F.DA.T, INDEX N0. 201 w ~ ~ I _ 1.B. SEQUENCE OF MAJOR 501E ALL STABILIZATION PRACTICES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF MAJOR 501E DISTURBING ACTIVITY: OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY •p' ~ a v 1.0% I ~ ~ coN B I „ ~ RIM EL. - 58.401 ~ Iv ~ LE. = 55.281 N OF M. CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN 1. • q ~ ~ THE FOLLOWING SEQUE CE (MIN.). W W ES5 THE CONTRAC ~o FOLLO ED UNl SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES SHALL BE THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. THE CONTRACTOR ~5 THE CONTRACTOR CAN PROPOSE AN ALTERNATIVE THAT IS EQUAL 15 ALSO RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP, ,:a w u,U ti l 1 INSTALL STAKED ILT p g~' OR EiETTER AT CONTROLLING ERt ONTROLLING EROSION AND SEDIMENT AND 15 APPROVED BY THE ~ 6 p sa , •a ~1 I ENGINEER. THE DETAILED SEQUEP SCREEN FENCE (TYP.) y~- ~ - .A 0 ' I ~ ~ SIGNIFICANTLY FROM CONTRALTO ETAILED SEQUENCE FOR THE ENTIRE PROJECT CAN VARY 2,A,2. STRUCTURAL PRACTICES: IOM CONTRACTOR TO CONTRACTOR. THE CONTRACTOR 15 RESPONSIBLE ~ ~ 5 0 s9 s ~F'OR I ~ ~ AI l a, r-- 1 pQ / s 7 I \ FOR PROVIDING A DET LED SEO ~ DETAILED SEQUENCE OF CONSTRUCTION FOR ALL CONSTRUCTION TEMPORARY -SILT FENCE IN ACCORDANCE WITH CITY OF CLEARWATER STANDARDS AND F,D;O,T, INDEX N0, 102. ~2 ~ -y- 99 T v~ --I~ g g \ ACTIVITIES IN F.D.O.T, INDEX N0. ye. y1~ r ~ - ~c .O.T. INDEX N0. 102, 103, & 104 ANO THE CITY OF CLEARWATER, STRAW BALES. IN ACCORDANCE WITH CITY OF CLEARWATER'S STANDARDS AND F.D.O,T. INDEX N0, 102. ROCK BAGS IN ACCORDANCE WITH CITY OF CLEARWATER'S STANDARDS AND F,D.O,T. INDEX N0. 102. INLET PROTECTION IN J COA 12 : ; • . 1 'li,F9,~ , ~0~ ~ A. DEMOLITION OF EXISTING SITE ACCORDANCE WITH CITY OF CLEARWATER'S STANDARDS AND F,D,O,T, INDEX N0, 102. 111E CONTRACTOR IS ALSO ~F EXISTING SITE WITH CLEARING AND GRUBBING RESPONSIBLE FOR DOCUMENTING THIS POR110N OF lT-IE, SWPPP. q ~ ~ - TC I - - ~ B. EXCAVATION AND. FILLING OF 4ND FILLING OF SITE ,~G 8.25 ~ C. STORMWATER MANAGEMENT S MANAGEMENT SYSTEM 2.8, STDRMWATER MANAGEMENT: EXIST. 11 ~ L.F. 0 C, U ~ P IN T ONSTRUCTION D, ARK G LO C 0 BLOCK ALL TO B o O CONSTRUCTION EXISTING STDRMWATER FLOWS SHALL 8E MAINTAINED DURING AND AFTER CONSTRUCTION, \ \ . ~ ~ • 07 DUMP` ~ ~ \ 1,C. AREA ESTIMATES: TOTAL P R MOVED ~ \ \ 58.57TC ~ \ \ \ \ ~ \ \ \ ~ TOTAL AREA TO BE DISTUR 4AlES: TOTAL PROJECT AREA = 0.40 AC 4 TO BE DISTURBED = 0.40 AC, 2.C. OTHER CONTROLS, 0 \ \ 0 55.2 jP~ ; ' y' ~ 58.OOTC\ ~ 0 sg \ \ \ ~ \ \ \ hb ~ .3 1,D. RUNOFF DATA: ~O ~ ~ X58.00# ~ s~ p~ \ \ \ TA: 2.C,1. WASTE DISPOSAL 6 4~ 1 t 66 ~ ~ ~ ~ ~ RUNOFF COEFFICIENT: 6 g1.8 ~ / 8 06 1~ 1.81 66 BEFORE, "C" 0.75 ENT: 2,C,2. OFFSITE VEHICLE TRACKING 0,75 2.C,3, STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, SANITARY SEWER, OR ~ 5 ~ 1 5 y1 1' ~ ~ AFTER: C 0.67 G ~ y1 ~ 0.67 SEPTIC TANK REGULATIONS, 1 SOIL DATA: SOIL BORINGS OBTAII BORINGS OBTAINED BY THE CLIENT INDICATED THAT IN GENERAL, THE WCUT EXIST. PAV T. ~1 SOILS WITHIN THE PROJECT LIMIT MEET & MATCH EXIST. ~G y 1 . - • PROJECT LIMITS CONSIST OF ASTATULA FINE SANDS. FOR ITEMS ABOVE: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DOCUMENTING THIS PORITON OF THE SWPPP, 10x10 INT RIOR) y ~ - 3D DUMPSTE ENCLO ll Q PAV'T. GRADES 6 y ~ ~ yg. 5y ~ - v' , ~ - - - DRAINA~rE AREAS: R CARDS AR DU ST R ^ - i - 2.C,4, FERTILIZERS AND PESTICIDES: AMP• RAM ~ - - / 1.E. 51TE MAP r FERTILIZER WILL BE APPLIED ACCORDING TO APPLICABLE SUBSECTIONS OF EITHER SEC110N ~ / ~ ~ THE PROJECT PLAN SHEETS WILL 570 OR 577 OF THE FOOT STANDARD SPECIFICATIONS. THE CONTRACTOR IS SOLELY ~N SHEETS WILL SERVE AS THE SITE MAPS FOR THE SWPPP, THE RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. ~ ~ 0 TYPICAL SECTIONS ANO DETAILS, i ANO DETAILS, IN CONJUNCTION WITH THE CROSS SECTIONS WILL 2,D,4. APPROVED STATE AND LOCAL PLANS AND PERMITS: I I EXIST, pEPICT THE CONSTRUCTION ACTI1+ ITRUCTION ACTIVITIES. II CONCRETE I C 1C DRAINAGE PATTERNS -EXISTING INS -EXISTING DRAINAGE PATTERNS WILL BE MAINTAINED DURING PERMITS REQUIRED: 31 q.0 t 1g I I AND AFTER CONSTRUCTION IMPRC TRUCTION IMPROVEMENTS. UPON COMPLETION OF THE STDRMWATER i) SWFWMD PERMIT 58' S8' S SYSTEM, A MAJORITY OF THE SIT II o (5EE PAVING, GRADING, AND DRA CITY OF THE SITE WILL 8E DIRECTED TO DETENTION PONDS, 2) CITY OF CLEARWATER R/W USE PERMIT a01NG, AND DRAINAGE PLAN). ' ~ EX. (1) STY.. SLOPES -THE SLOPES OF THE F ~ AND DETAILS, LOPES OF THE PROJECT CAN BE FOUND IN THE TYPICAL SECTIONS 3,0 MAINTENANCE ~ J McDONALO S 1 z 1 W AREAS OF SOIL DISTURBANCE - ITEM MAINTENANCE REPLACEMENT INTERVAL DISTURBANCE -THE AREAS WHICH WILL EXPERIENCE SOIL DISTURBING ~ \ ~ ACTIVITIES ARE DEPICTED ON THE EPICTED ON THE PAVING, GRADING, ANO DRAINAGE PLAN SHEET AND BALED HAY IN ACCORDANCE WITH THE 3 MONTHS F ~ TYPICAL SECTIONS AND .DETAILS, i AND .DETAILS, CITY OF CLEARWATER'S STANDARDS ~4 REMOVE SEDIMENT WHEN IT REACHES \ - AREAS NOT TO BE DISTURBED - \ \ rn E DISTURBED -REFER TO PAVING, GRADING, & DRAINAGE PLAN SHEET, HEIGHT OF BALES, ~ )NTROL AND AREAS TO BE STABILIZED -ALL STDRMWATER MANAGEMENT SILT FENCE IN ACCORDANCE WITH CITY OF EXISTING F~' 'w`~ LOCA110NS OF CONTROL AND ARf 0 DUMPSTER ENQI,Q~I~R~ NQTES: STRUCTURES WILL HAVE MAY BAL HYDRANT ~ .HAVE MAY BALE PROTECTION AS DESCRIBED IN THE F,D,O,T. STANDARD ~ P 0 R SHA E CONSTRUCTED IN ACCORDANCE WITH THE INDEXES AND THE CITY OF CLEAF LOCATION 1. DUM STER ENCL SUE LL B CHECK DAMS SPACED ACCORDING CITY OF CLEARWATER'S STANDARDS. ALL DITCHES WILL HAVE CHECK CLEARWATER'S STANDARDS. 1 YEAR N ,CEO ACCORDING TO SOIL TYPE AND SLOPE, AND ALL FILL SLOPES WILL HAVE TURBIDITY BARRIER IN ACCORDANCE WITH F,D.O,T. INDEX I CITY OF CLEARWATER DEVELOPMENT STANDARDS. SILT FENCE PLACED AT THE BASE h~y0 ~D AT THE BASE OF THE CONSTRUCTION OMITS AS DESCRIBED IN THE PLAN N0. 103.. 1 YEAR SHEETS AND FDOT STANDARD IN[ T STANDARD INDEXES AND THE CITY OF CIEARWATER'S STANDARDS. STABILIZATION MEASURES ARE INDICATED ON THE TYPICAL SECTIONS AND DETAILS, ROCK BAGS IN ACCORDANCE WITH CITY OF y F P A ATCH THAT OF THE EXISTING PERMANENT SOIL STABILIZATION ~ 2. EXTERIOR 0 DUM STER ENCLOSURE SH LL M MCDONALD'S RESTURANT. SURFACE WATERS -TURBIDITY B - TURBIDITY BARRIERS TO BE PLACED PER F.D.O.T, INDEX N0. 103. CLEARWATER'S STANDARDS. 1 YEAR ~ ` ` ~ ` ~ ` ` , DISCHARGE POINTS TO SURFACE 5 TO SURFACE WATERS -TURBIDITY BARRIERS TO BE PLACED PER F.D,O.T, INDEX N0. 103, I 3 \ \ \ \ \ 1 \ \ ~ 4,0 INSPECT10NS ry \ \ \ 10 \ \ \ \ \Q\ 2.A. EROSION AND SEDIMENT CC JD SEDIMENT CONTROLS: QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN ~ \ \ \ ~ \ \ \ \ THE FOLLOWING DEFINES THE GEP CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0,25 INCHES OR m DEFINES THE GENERAL GUIDELINES FOR THE SEQUENCE OF CONSTRUCTION GREATER. WHERE SITES HAVE BEEN FINALLY STABILIZED, INSPECTIONS SHALL 8E CONDUCTED -s- ~ - -i - -L. ~ US OF STAI ~ = _ ~ ~ - y ACTIVITIES AND THE E HE USE OF STABILIZATION AND STRUCTURAL PRACTICES. THE CONITRACTOR AT LEAST ONCE EVERY MONTH, 0 - - - ~l - - IS RESPONSIBLE FOR DOCUMENTIP 'OR DOCUMENTING THIS PORTION OF THE SWPPP IN PAVING, GRADING, AND ~ - - - - & DRAINAGE PLAN SHEET. THE S - - - "FLORIDA DEPARTMENT OF TRANS N SHEET. THE SUBSEQUENT ITEMS PRESENTED HEREIN ARE DETAILED IN THE A, POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES, ° MENT OF TRANSPORTATION -STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE B. DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED. ~ - - - . _ - - _ _ CONSTRUCTION , F.D,OT. STANDAF . - - - = - = ~ SPECIFICATIQNS, F.D,OT, STANDARD INDEXES AND THE CITY OF CLEARWATER'S STANDARDS, C. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION. a D. STRUCTURAL CONTROLS, o ' E. STDRMWATER MANAGEMENT SYSTEMS. ~ PHASE I -CLEARING & GRUBBIN F, LOCATIONS WHERE VEHICLED ENTER OR EXIT THE SITE, ZING & GRUBBING PLAN 3 • GULF T4 BAYBLVD. INSTALL HAY BALES, ROCK BAGS .ES, ROCK BAGS, AND SILT FENCE AT THOSE AREAS CLEARED AND 5,0 NON STDRMWATER DISCHARGES ~ S.R, 6O GRUBBED WHERE RUNOFF MAY LE RUNOFF MAY LEAVE THE PROJECT, m PHASE it -EXCAVATION & FILL I THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORITON OF THE SWPPP. o .NATION & FILL PLAN ENCOUNTERED, CONTACT THE LOCAL HAZARDOUS MATERIALS COORDINATOR. ~ IN5TALL ROCK BAGS AND SILT FE RUNOFF MAY LEAVE THE PROJEC sGS AND SILT FENCE AT THOSE AREAS EXCAVATED AND FILLED WHERE VE THE PROJECT SITE. << , REVISIONS FOR: NIIA~'~` PROJECT SHEET Bi 8Y DATE DESCRIPTION BY DATE DESCRIP110N ~ ; DRWN BY. D~ DATE 05 06 ~ . LL`s- . , ~ : 405 & 409 S. PEGASUS A1/E. ce ~ REVISED ADDED PER CITY CONSULTING CIVIL ENGINEERS D,E.C, 08/06 1Q, OF Cf- R. COMMENTS 30 s I VENTURE L REVISED ADDED PER CI OF DSGN BY: K.L.K_ DATE 05/06 Q , PROPOSED PARKING LOT -7r=Arm K.L,K, 09/06 Q WTR, RC COM-M-ENTS (84,31/06). CERTIFICATE OF AUTHORIZATION #00002168 CHKD BY; P DATE 05/06 P.O. BOX 8589 ENGINEERING PLANNING LAND SURVEYS JOB NO. GLEARWATER, FL 33758 PAVING, GRADING, AND 2463 ENTERPRISE ROAD CLEARWATER 727 797-8982 PHONE; (727 461--3432 CLEARWATER, FLORIDA 33763-1790 TAMPA 813 223-4333 PANKAJ sHAH;:`P.E:'`23ns0 DRAINAGE PLAN 0076 FLORIDA REGISTERED ENGINEER I/2" RADIUS NORMALLY 48' 24" • MAXIMUM 50 T.0.6. = 58.5 EXPANSION JOINT STRUCK JOINT EXPANSION JOINT D.H,W,(25 YR) = 57.90 R=2" 6" FINISH PAVEMENT ELEVATION R=3 ~ ~ PAVEMENT D.H.W, 1 2" TREATMENT = 57.5 ) BOTTr = 57,0 (AVG.) w R WIDTH, SEE NOTES 5 & 6 BELO LIMITS OF SODDING EQUAL TO SIDEWALK TYPICAL SIDEWALK PLAL~ WIDTH (s' MAXIMUM } ~ „ G1 ~ 1/2 BITUMINOUS STRIP BROOM FlNISH 24" x 30" PARKING 4.0' 8,0' 6.0' 12,0' 6r0' 6r4' , . a:-.,,;:;,;~1 ''''''%;,;s. "~.'i°`3 ~ 30„X 30„ LOT $DWKr TYPE "F" CURB DETAIL •t~j .~`r ~.4 fit, .I 'IY"AYV: +Ft • i.;. '!,iu 7'., ~7'r' •~-I) F.D.o.T, INDEX No. 30o VERTICAL CURB DETAIL ''.1. '.l f ~ ~ JIB : . WHEEL STOP SIGN DETAIL N.T,S. EXPANSION JOINT STRUCK JOINT STRUCK JOINT RIGHT TURN ONLY STOP N.TS. SIGN DETAIL ~h a y 4 R/W ~0• ~ y0• g. SEE NOTE 24 N.T.S. 1.Oia 2.09; h yp. 18: p~ 5 & 6 MINIMUM , 32;1 ,~Q - 1 5p 18" - - _ _ - - .25_Y@..ATIE~l.AI10.~1_ 57.90_ g~~ R=2" 6" _ - - R=3" Slope To Fit 1 2" TREATMENT = 57.5 N' -11 EXIST. S - - . - 50 MAX. GRADE ~ 1 2" 10" 1 ~ - 2~~ STAKED SILT / Driveway ~ COMPACT p 90 MEET & MATCH STAKE x,10 ~ tFj ~ EXIST, GRADES SCREE SCREEN FENCE N, -'„-"1 0 ~G q` 'p . TYPICAL SIDEWALK SECTION ~P PROPOSED GRADE NOTES; DROP FOR AREAS 2' - 0" 1. SIDEWALKS SHALL HAVE TOOLED EDGES. OC T TR IN OR EXPA SION JOIN 0 Y. POND CROSS SECTION "P10 ¦ P10" 2. CONSTRUCTION JOINTS SHALL BE L ATED A S UCK JO TS N TS NL Q DRAINING AWAY 3. EXPANSION JOINTS SHALL BE INSTALLED AS SHOWN AND ALONG EDGE ABUTTING CURB. FROM CURB DROP CURB DETAIL 4. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" BITUMINOUS EXPANSION STRIP, AS SHOWN. ' 'S' 5. SIDEWALKS TO BE 4' WIDE EXCEPT AS OTHERWISE NOTED. 6r SIDEWALKS ABUTTING CURB; 4' WIDTH, W/EXPANSION JOINT AT CURB. „ TYPE'' (MODIFIED) CURB DETAIL F.ao:r. INDEX ND. 300 30 X 30 NOTE N,T,s, . (R5-1) NOTE:• COMRACTOR NAS OPTION OF E "C" DITCH BOTTOM INLET CONCRETE SIDEWALK CONSTRUCTION DETAIL TYP SUBMf17iNG ALTERNATE MATERIAL DESIGN (MQD1flED) F,D,OrTr INDEX #232 MODIFIED TYPE "F" CURB TO BE USED THROUGHOUT DO NOT ENTER TO ENGINEER OF RECORD FOR SITE UNLESS OTHERWISE SPECIFIED. APPROVAL PRIOR TO FABRlCA170N SIGN DETAIL STEEL GRATE PER N.TSr » » .D.O.T INDEX 232 F q ~ ~ SET '7(-CUT" (TBM) AT THE SILT STOP SILT STOP SKIMMER -SEE CORNER OF THE STRUCTURE UPON 3.. 6,. POST POST DETAIL BELOW COMPLETJON OF CONSTRUCTION TOP OF SKIMMER 6" 1FROM EACH END ~ ` SECURE SKIMMER WITH B BACKFILL BACKFILL " 1 / F 1/8 Fl'BERGLASS OR ~ f/2"x 2-3/4" " " CLASS t CONCRETE 1 / GALVANIZED STEEL LOK BOLT- POND 80TTOM RAWL STUD EL, ~ 56,8 I ~ ~ _ ~ ~ OIL & GREASE SKIMMER F / - W W / ~ 1- u r r E X7420 OR APPR "C" 2-#5 REBAR -0" EQUAL - 4 REQ'D. ~ ~ ~2" -I ( I-I 2 0 X 1-0 PAD - I III=1 I I - =1 - =III W W W Z-o 4 TNK. CONC. PAD =III=1 I=1 i t=1 I =1 i t=III 1=III=III=1 WWW - OR SANDBAG CEMENT CEMENT - - - - - - W W ,t ~ ' RJP-RAP - - - - - - - ~ II III- -III-III _III-III III-III-II I -III W W "f" BOTTOM OF 9" STRUCTURE W W W / J~ - - -NATIVE• - - - / I I-III-I I-~ -III=1 I-III=III= I I-~ ' -I I I_I ~ 6 - SOIL W W W W W / ~ 3 1 ~ / ~ EL: = 55,50 2'-0" X 2'-0" 'SOIL / / / - W - W W W W W W 5 -III-I I I_I I hI I I-III I II-f I I=I I I_I I I-III=III y a~ - W W W W W W W W 1+ / / I. (MIN.) 4" TNK. CONC. PAD ' W W W W W W W W W W W G / W W W W W W W W W ~ / OR SANDBAG CEMENT STABILIZATION / / W W W W W W W W ~ / RIP-RAP METHOD OF INSTALLATION / / .ELEVATION SECTION "A - A" FABRIC SEDIMENT CONTROL DETAIL L• ti PRECAST WHEEL STQP NOTE: THE CONTRACTOR SHALL MAINTAIN SILT BARRIERS PLAN BO 5O THROUGHOUT TIME OF CONSTRUCTION ACTIVITY 55 ' LENGTH 6'-0" STRUCTURE DETAIL . „ 1, 11 11 „ +IDII STR. N0, A B C rrDn ~iEn "F" " ~ S-1 58,0 58,0 57.0 57.50 1 x 2 x 4 STAKES 57.50 56.0 15" RCP (MIN. 2 PER BALE) ROLL OF 12-1/2 GUAGE WELDED FENCE, z°. x 2" OUTFACE CONTROL STI ITROL STRUCTURE DETAIL A BALE MESH 8" - 10" DIAMETER H Y FI LEO Wf 3"STONES, 2-"6 FILLET EACH CORNER ~ (TYPICAL) L TH STRUCTURE N0. S-1 ' ALL AROUND SEE NOTE #7 ~E N0. S-1 ®POND N0. 10 ~ SPACER BLOCK ~ N,LS N rs - - - ~ I I "'-1 III I' NOTE: BALES OF WAY AND SOD, °z SIMILARLY PLACED, MAY ~ w a ° ° e ;ties ALSO BE USEDr ~ ~ N ~ w HAY BALE SILTATION BARRIER DETAIL w z w I - w ~ Boa z ~aN~ e~ti o~'S~1 e~'3' Transition NOTE; Win a only if ~a ti~ wzwl~ Q J~fi t~~o~ ~ side sloped R~ulre. Remove Curb if Existin ~o~ ~ Noo. z ALL SEDIMENT CONTROL BARRIERS SHALL BE IN TEMPORARY SEDIMENT TRAP ? ~ ~ z ~ F o ~NO~oo a~~~r o l'~~'~er`~5~ 12 Exist Conc Drive 12° ACCORDANCE WITH APPLICABLE ENVIRONMENTAL AT CURB INLET o Z ~ ~ ~ o z ~ ~ z REGULAl10NS AND CONDITIONS OF PERMITS, ~ z ~ ~ w - - - ~ • o ~ 0 0 A a A Back of Curb Max Slope ©1" 1"~ Max Slope 2' NgowN oN~ a~ Non-dip surface require- l mente see Note 8. ~ ; ° p~P' ~aF~ .o ~zzNwN.-z - ZZ~ O N~OWOW '''''`dr' = WZ~ Ja~~NO EROSION & SEDIMENT CONTROLS DETAILS ~ ~ X= Zz~ Q o~~ ~ 12 _o v 1/2" Exp. Joint s„ 1/2" Ex .Joint ' m I oz ° ~ z~ o~w - ~ io~om?~ o~u? ~ oz .I TO oz_ Pro ert R.O.W. Line TYPICAL DRIVEWAY CROSS SECTION 0 tONUm?~ U 8" BRICK PLAN ar Conc. Sidewalk 6" CONCRETE 2-~6 CORNER FILLET B o B PLAN VIEW ALL AROUND I EXIST. ASPHALT SAW CUT TO BE REMOVED, ~ w` U io „ 'o ~ R ~ v o 4' Min Residential Street 1' Cit R W F #4 ®12 CRTS. ~ F z z + " " U ~ O Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut ~ ~ 0 5' Min Arterial Street~ 2' County R/W o UZ F or Rernave entire Curb and Replace as Part of Sidewalk Ramp. M N t- J ~ QZ SEE TYPr SECTION N o o a Modified and Valley Gutter Curbs 1/4" per Foot FOR NE1N BASE ~ m ~ o~ N o a join exist back of curb o AND ASPHALT ~4 HOOPS ~ 12" o~ w ~ ~ m N v 0 CRTS, ~ N zh ~ o o w N Textured Surface 4 N 1~, 1~ Mox Slope ~ '~•;',~;,;,r,' gac~ k of Curb 3000 psi conc 4" thick. Constr. 6" ~ a = ~ r. , 's''~' thick at dr(veways with 6x6 X10 EXISTING ~ ° ° ~ ~ zF ~ ~ Z X Z ° Wq ~ ~ ~ ~ Remove to an welded wire mesh. See note 7. a ASPHALT & BASE ~ ~ ~ Q ° ~ #4 ~ 12" CTRS, w ~ z° ~ ~1/2" Expansion Joint even joint or sawcut 6 6" REINFORCING SHALL ° ~ o ~ BOTH WAYS ~ a ~ ' ' B IN CEN ~ z a o ~ ~ E TER 1/3 m _ o~ I 12" OF CONCRETE WALL ° ~ ' k w z 0 SECTION A-A SECTION B-B 3 ao m g- a NOTES, ~ h wwvi aoW NOTE: THIS METHOD OF PAVEMENT JOINT SHALL BE USED m ~ x w ~ t. Provide tooled joints at distances moiching the width, Aiso 8, Ramps shall have a tactile surface, textured to o depth not N place expansion Joints at driveways. exceeding 1/8" by use of tamp or roller In conformance with I FOR ANY APPLICATION OR CONSTRUCTION WHERE _ ~ a m ~ w 2, if some physical obstruction exists which prevents the placing requirements of FDDT Roadway and Traffic Dealgn Standards, of sidewalks os shown, contact the Engineering Division for Detail 304 or most recent modifications, I PROPOSED PAVEMENT AND BASE WILL BE CONNECTED °D o ~ 4 TO E~fISTING PAVEMENT ANO BASE. ~ ~ a m alternate location. m 3. Wooden and other spacers will not be permitted In sidewalks or ~ drNeways, p 4, No coatings of any kind will be permitted on concrete CITY OF CLEARWATER #4 ®9" CTRS. TIE-IN OF PROPOSED BOTH WAYS #4 ~ 9" CTRS. BOTH WAYS sidewalks or driveways without apeciFlc approval of the City ,FLORIDA o CONSTRUCTION TO EXISTING Engineer. PUBLIC WORKS ADMINISTRATION 3 d/9/p2 Rav, Notes R,G, 5. All concrete shall be 3000 psi min. ®28 days, with fiber ENGINEERING ~ • ALTERNATE A ALTERNATE B mESh reinfarcinq. 2 t/AS added note REJ CvJrt sr TYPICAL SIDEWALK °A~ w 6. Concrete surface to be light broom finish. 1 93 0 CHECxEp aY CONSTRUCTION AND w~c No, c 7, Concrete driveway construction shall be 6" thick w 6x6/10x10 t 11/93 modined curb out dwR o wdded wire mesh reinforcement. pESicNEOSr RAMP DETAIL tos V TYPE P MANHOLE ' REV, PATE pESCRIPTION APP. 0.lA.H. 1 OF 3 3 O FOR NLETS MANHOLES AND JUNCTION BOXES .I Q TYPICAL SIDEWALK CONSTRUCTION AND RAMP DETAIL ro 0 N.T.S. CITY OF CLEARWA7ER FLORIDA P W,A.E. STANDARD INDEX N0. 109 ° REVISIONS FOR; PROJECT SHEET 8Y DATE DESCRIP ON 7 11 BY DATE DESCRIPTION DRWN BY: D.E.C;, DATE OS 06 1141..,5° 1 : 405 & 409 S. PEGASUS AVE. REVISED ADDED PER CITY CONSULTING CIVIL ENGINEERS D.E.C. 08/06 Q F CLW R. COMMENTS 06 S & I VENTURESv LLC REVISED ADDED PER CITY OF DSGN BY; K L.K_ DATE 05 06 PROPOSED PARKING LOT ar~~'v K.L.K. 09/06 A CLWTR. 6RC COMMENTS (8/31/06). CERTIFICATE OF AUTHORIZATION 00002168 ~ V 5 06 CHKD BY. P.J.S. DATE 0_L_ JOB NO. P.O. BOX 8589 ENGINEERING PLANNING LAND SURVEYS CLEARWATER, FL 33758 2463 ENTERPRISE ROAD CLEARWATER 727 797-8982 PHONE: 727) 461-3432 CONSTRUCTION DETAILS 007B CLEARWATER, FLORIDA 33763-1790 TAMPA 813 223-4333 PANKAJ SHAH,E. #2°11'$0 FLORIDA REGISTERED ENGINEER t DRWG, N0. 1 PCP 17567A 3,0 3.2 3.3 3.1 2.3 L4 1,2 1,2 1.0 0,6 0,1 0.1 0,0 0.0 \ 7 I G' CHAIN INK FEN X18", 24" 16' UNIt. ~c S'.DRA/NAGE EASEMENT I 4 - I,~ 0,0 A/G sHF ~ PAVED SURF 'AVED SURFACE READINGS ~u 0,0 5.3 5,8 7, - W Average Ierage 10,7 - - Maxlrlurl IaximuM 29,3 Minir~um 9 s' ~ 0.1 Av Min linimum 1,4 EX. S7 I BL g .9 19,5 19,2 1~,2 8,9 7,2 9(~ X6,2 18,0 Ivg~Min 7,65 IaxlMin 20,93 ~ CDNG. BLK, Max~Min ~ B G p LD 8 ~ - __I - 0.1 ~ .3 28,2 28,6 15,8 8,0 7.2 10,4 14,1 25,3 . ~ w PROPERTY LI! 'ROPERTY LINE READINGS 7 z 0,1 _ T0,1 ~i-4;p 'x.._4,9 Avera e Overage 1.4 Ra,4cy g ~ Maxlr~uM - Iaxlr~uM 9.4 ~ MInIMUr~ 0 , 0,1 Ilnir~ur~ 0.0 3,1 3.5 5,2 8,5 15,5 17,3 1- I t a •.w ¢ ~ 0 ,0 2.7 3,8 4,7 5,9 ' . ~ 0,0 ~ _ 4,9 6,3 5,6 4,8 4,6 3.6 f 1y _ _ 1 fi" ~,J _ 0~, _ _ 0,0 CL 9J 5,8 ' 11 ~ ~ , 11 .J I 7 0 ~ 0.0 ~ 11,8 7.1 w ~ J ~ ~ ,c~ ~ \ EX. r7~SY, ~ 0 ~ ~ ~ q ~ CON : IK. O,O ~ ~ ~ ~ I~ ~ ~ 2 .5 1 ,8 11,2 7,3 ~ ~ , w ~ ~ L k ~ ? v w I 0 1 14 0,0 ~ 4,3 1.9 11,7 6,4 3, I ~v POR D.0 ~ o~ 1" 7,7 4.5 - S 89 ~ S 89°x.4'10" E 130.00' ~ ~~ONC, h~AIL FCM S X~ _ 26 Q. 0' .1 q 0.1 0.5 2.8 4~ - ~ ; _ - ~ = 0,'c----~ 0,0 0.0 - ~ i ~ \ ~ ~ ~ ' \ ~ \ ~ f ~ ~ ~ ~{l \ \ \ \ Q ~ avMPSrER \ \ \ \ ~ ~~I i \ \ i~ \ \ \ \ \ \ \ ~ I I ~ ~ \ \ ~ _ \ \ \ \ ~ I II i ~ J - ~ ~ ~ II a - ~^T-^ EX1S o ~ EXIST E~YI.ST PLA YL~ PLA YLAND O O ~ - O ~ ~ PA 1l0 C7 II n ~ I I I ~ Q Ih ~ N~TESI 1, THE FDOTCANDLE LEVELS AS SHOWN ARE BASED DN THE FOLI DN THE FOLLOWING CRITERIA, ANY SUBSTITUTIONS IN SPECIFIED FIXTURES OF FIXTURES ?R CHANGES TD LAYOUT WILL AFFECT LIGHTING LEVELS SHOWN AND WILD IWN AND WILL NDT BE THE RESPONSIBILITY DF SECURITY LIGHTING, IG, RSB/RCL-1000MH-IV SECURITY LIGHTING SYSTEMS MODEL # ;L-1000MH-IV-DB-MT NOTES ALL POLES ARE DRILLED METAL HALIDE, 1000 WATT LAMP TYPE, WATTAGE ITT o-~ FIXTURE TYPE; SYMBOL QUANTITY C~NFIG QUANTITY PALE TYPES QUANTIT LUMEN OUTPUT 110,000 LUMENS RSB/RCL-1000MH-IV-DB-MT ~ 3 SGL 3 SSP-22-DB (5") 3 . UNLESS DTHERVISE SPECIFIED, ALL DIMENSIONS ARE IN INCHES MOUNTING HEIGHT 24' TOLERANCES NOT OTHERYISE SPECIFIED ~l ~ XX ~ 015 ~`'t'J$ ~G:7 2, THE CONTRIBUTION OF THE METAL HALIDE SOFFIT /BUILD: I T /BUILDING DECIMAL . xxx ~ 005 FRACTIONAL ANGULAR ~ LIGHTING IS NOT REFLECTED DN THIS DRAWING, j/ SCALE it = 20~ Qr DATE NEXT ASSEMBLY REF. DRVGS, y DRAVN SY ®4P ® 4 ~ DO W REA INGS 10' 3, DISTANCE BET EEN D M, W, 9/1/06 P¢rforroance D¢si0n¢tl LlOhtinp Products 1085 Johnson Or., Buf folo Grove, (Ilinoia 60089 CHECKED BY l-eao-s++-+e+e 4, FINAL ADJUSTMENTS TO AIMING ANGLE/DIRECTION OF FIXTI ON OF FIXTURES NAY APPROVED SY BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ON' ADJOINING PROPERTIES DR ROADWAYS. IR GLARE DNT? POINT-BY-POINT FOOTCANDLE PLOT FOR APPaovEa sY FINISH - PEGASUS AVENUE PARKING LDT - S, FOOTCANDLE LEVELS SHOWN ARE MAINTAINED THIS LIGHTING PATTERN REPRESENTS ILLUMINATIGN LEVELS CAL~ILATED FROM LABGRATGRY DATA, W TAKEN UNDER CGNTROLLED CONDITI[RIS IN ACCGRDANCE PITH ILL~IMIt~gTING ENGINEERING SOCIETY MAINTENANCE FACTOR USED ON THIS DRA ING IS , 7S APPROVED BY CLEARWATER, FL S .7S APPRGYED METHODS. ACTUAL PERF~tMANCE OF ANY HANUFACTURE~t!5 1;UNINAIRES MAY VARY DUE TO SHOP ORDER MATERIAL DRAWING NUMBER VARIATION IN 0.ECTRICAL VGLTAGE, TGLERANCE IN LAMPS, A~IP OTHER VARIABLE FIELD CGNDITIGNS~ PROJECT ND, 1 P C P 17 5 6 7 A 1 EXI5I:TREE,Gr24• 33 vo ~ TREE REPLACEMENT CHART D ~ TO REMAIN , / 2 QV ~ ~ ~'r E>usr °~'D~E EXISTING TREES TO BE REMOVED ~ \ 0 ~ 1i SOD , Y Y ' ~ (DOESNOTCOUNTFOR \ ~PU+cEME~ SYMBOL COMON NAME TO REMAIN TO BE REMOVED TOTAL J I S ~ n i l /1 S ~ I ~ 8 S 8 ~ 2' 3" E 13 ~ o ~ (DBH) OR REPLACED aUANTITY . { . ~ L5' ORAI NAGS EASEMENT I ~ (DBH) (DBH) - _ _ 1 I G - .J_'.. - t Y - t ~ ~ 1 16" ~ ' ~ pus ~ R ~ ` r, 16" \ 1 I \ 'd~ \ j - ~ \ ~ ~ ? CHERRY 0' 22" 22" ? . ~ i ? i . ~ ~ @ ~ OAK 52" 0• 64" o' ti , 't: ~ h ~ 0 MAGNOLIA 1T 10" 33' • J ~ I i ~ ' BAHIA I ~ ' 32 LMV I ~ SOD ~ I a ' I Q CITRUS 0" 9" 9" i • ~ ' ~ ~ Q" , W TOTAL INCHES OF DBH TO BE REPLACED 4T TECTONICS - d , A ~ x x In s"e ~ i - ~ design group international, inc. c I x xxx x' SOD ~ ~ xx xx 33 RI .~i ~ L~ LANDSCAPE ARCHITECTS I • x ~ ~ :K• ' e ~ • 23 AR ~ PROPOSED TREES LAND PLANNERS • ~ ~ I x 1 UA Q ~ ~ a ~ URBAN DESIGNERS I 63 LMV • / r r ',4 ~ UVE OAK 7 x 4"cal 26" 2011 CLEVELAND ST, SUITE E i ~ . 1 QV x x ~ x 3 V I " 0 WINGED ELM 4 x 4"Cal. 16" TAMPA, FLORIDA 33606 ~ FI. Reg. Lic. # 254 i Q • ~ LMU J ' CRAPE MYRTLE 3 x 2"Cal 6" 813 258-4504 ph. • a a : - EXIST. PAUA TREE 18' I 10 RI \ TO REMAIN J ~ s• ~1 813 258-4604 fx. I 1 UA ~..:.t • J 9\ I~ ,~y~~ l p I TOTALINCHESOFREPLACEMENTTREES 50" ' SOD l I 15 V0 ? ~ ` ~ FXIST.TREET' ~ 15 VO a I • TO REMAIN 93 AR I SOD 1 34 LMV ~ ; / ~ , T f LEGEND ' a . . • ~ ~ , ~ T i ~ I ~ : " • ~ I • ~ ST.TREET' • . BAHIA ? t' ~ REMAIN a ~ ~ ~ ~ ~ 1 TREE TO BE REMOVED OR REPLACED ~1 . ~ 1 QV ;:r:k~i: 1 J ~ x , ti a: . I `y ~rI I x 53 MF ? I`. ' ~ :9• 28 RI SOD , J EXIST.TREEB' a'. I x TOREMAIN W~Q x• ~ t 1 TREE TO REMAIN ~ x - ~ 4. ~ 1 I O x \ i EXIST. 9' a. _ , ~ I x TO RE / •ad. ) l E%ISDNGTRI¢SOUfSIDE PROPERTYUNE ¦ ~ ' / I i • 8"; \ ~ (OO NOT COUt~FOR REPLACEMENT) ~ - - - - ~ x x , , ' Q13' I x x e o'` z~ J J 13'Q S 8 1 E 13 0 I I _ , ~ 4a ~ \ I ; ~ i ---13'O j - , i • \ I\ ~ ~ I~ 1 i r a, ~ \ ei .:.t:;.: I \ ~ ~ \111 ~ I l~ j I _ VJ T ~ O I I 22 RI i i I z J ~ 47 LMV ~ I - 1i~ 1 II w ~ ~ 13 IX I i / i l i E7fISTINGTREESOUTSIOEPROPOSED ~ ;r I I o~ ~ w ADDITION (DO NOTCOUNT FOR REPLACEMENT) ~ v, U \ - M D ~ ~ - ~ ONALDS P ki , i(~ ; ' ; ~ c ar n Lot Adc . ~ 9 ~ i=''1. ~ Lot Addition Z o i ! ~ i1" i i`~ ~ 4058409 S. Pegasus Avenue ~1~i;, i i ,I W CITY OF CLEARWATER - FLORIDA I I ~x~ s r 'li; I 7~ ~ o j ;i; ; ~ Terra Tectonics design groupnal,ime.s;13,$SNSS~ I ~ is i i i i iii I,i~t•>1;13,$5NSfl4 UTILITIES NOTE: ~ Q ~ i II ~ h 0 PL A YL AND -~J i i ! ~ Q Revised 910fiJ2006 P~+:tNo.~ ' ~ ~ iii i i I iii iii i ? i 'r~d6do.Q6.6FF ALL UTILITIES TO REMAIN IN PLACE EXCEPTAS V ~ ~ O INDICATED ON'THE DRAWINGS. CONTACT"ONE ~ -T ~ ~ LX (1 J STY ~ ~ ~ III ail i ~ I Q uan i 5 bo ~ , 4 tty yin I CommoniVame Bed I iii i ~ I ii i! f le Botanical Name Specification ~ CALL"AT1-800-432-4770ATLEAST48 HOURS ~ v, a W ~ NODONAL D S I `li Q iii i i Trees & Palms I II I.. ~ ~ ~ PRIOR TO EXCAVATION FOR VERIFICATION OF ~ ~ ~ Q W EXISTING UTILITY LOCATIONS. NOTALL UTILITIES s O ~ ~ i i ~ ~ iii 'a ii i r_- = - I ii; w (1860 GU1// DO BAY B1 tea) _ 7 QV Live Oak UE ARE MEMBERS OF THE ONE CALL SYSTEM; In ~ III , E, Q III ~ ~ O% Oh ii i i ii I ; i % ! , Ili i QUERCUS virgniana 100Ga112' ht x 6' spread 4" cal. THEREFORE, DIRECT CONTACT WITH THE UTILITY Z ~ ~ Q COMPANY MAYBE REQUIRED. O fA I ~ II i % r' ' , ~ 4 UA Winged Elm ULM ULMUS alata 100 Gal 12' ht x 6' spread 4" cal. 1Q U ~ ~ ~ Q . 3 %'f ,--~J i it ; i i i 1 LAG iii - r, I I 3 LI Cra e M rNe LAGERSTROEMIA indica 30 Gal 8'htx6'spr. 2" cal. Single MULCH NOTE: ® J W w A LAYER OF MULCH TO A MINIMUM DEPTH OF Z -I ~ III r; ~ ii I P Y Test Tuscarora' Trunk -Standards THREE (3) INCHES SHOULD BE PROVIDED IN Q rn U I ' ~ it i I I • ~ 14 Total trees lanted on site I \ (;i i i i i 1 P PLANT BEDS AND AROUND INDIVIDUAL TREES IN I'- ~ ~ O LL >ite TURFGRASSAREAS. Q r 1 QQ ~ }Q i i i i ; Shrubs I ~ , TREE PROTECTION NOTE: J ~ U ~ I_ by 0: j- 1 I l 13 IX bcora-Red D(01 I i;~' I 1. PROTECTIVE BARRIERS AND THE USE OF ~ d. U D(ORA SPP.'nora grant' 24" ht. x 18" spr. 3 gal. 30" o.c. OTHER MEASURES TO PREVENT TREE DAMAGE ' i ~ i' ~ { i , I ~ (PESTICIDE APPLICATIONS, R00T PRUNING, I ~ 8 j i ~ `;;y i; i ! 93 RI India Hawthorne RHA INTENSIVE MULCHING, ETC. TO REDUCE SOIL RHAPHEOLEPSIS indica 24" f~.x~8° spr. 3 gal. 24" o.c. COMPACTION WILL BE REQUIREDAS NECESSARY. I i I ` ' I ~ i r, : 146 VO \ ~ , , Waker Vlbumum VIBI 2.SITE CLEARINGANDTREE REMOVALARE NOTTO s~L - ` ` m VIBURNUM obovatum 24 ht. x 18 spr. 3 gal. 30 o.c. 1 ~ \ i OCCUR PRIOR TO APPROVAL AND INSPECTION OF n ' ~ tilt , 6-,Irr PROTECTNE BARRICADES, OR BEFORE THE r" r`~ ;~u,l ; ~ I ' ~ , 53 MF Sim I \ son's St aper MYRCIANTHES fragrans 24" ht. x 18" spr. 3 gal. 36" o.c. PROJECT'S BUILDING PERMITS HAVE BEEN ISSUED. - v~ r t, ; a• ; I ~ , q `'~-~~A. .`0~ I ~ I r ~ Red Anise ILL ~ 13 IF - 1 IC ILLICIUM floridanum 24" ht. x 18" spr. 3 gal. 42" o.c. , i -------~_Y~ , 3.ANYTREE LOSSES INCURRED DURING ~ p, , CONSTRUCTION AND FOR A PERIOD OF UP TO SIX • Groundcover 1 Vines (6) MONTHS OF THE DATE OF COMPLETION MAYBE ~ .,.ii - - SUBJECT TO REPLACEMENT BASED UPON THE 198 LMV Purple Trailing Lantana LAN Lantana LANTANA montevidensis 6" ht. x 18" spr.,1 gallon, 24" o.c. "ADDITION PENALTY" FORMULAAS DESCRIBED IN Date: APRIL 28,2006 SECTION 25.735.5 FURTHER, TRIMMING OFLIMBS = 0 -0' GULF TO BAYBLVD. 10" IN DIAMETER AND LARGER, NOT SUBMITTED see' 292 AR Ornamental Peanut ARA ON PLANS, WILL REQUIRE SEPARATE APPROVAL Revision: anal ARACHIS 4" Pots, 24" O.C. AND PERMITS. No. Date: oescripson: 1 9/06/2006 Asper City Tree Prote~ion Notes: ' 4.ALLTRIMMING UNDERTAKEN ON ATREE PROTECTED Of Clearwater Protective barriers are to be constructed usi no less than 2" x 4"lumber for u ri ht osts. U ri ht osts SOD n9 P9 P p9 P BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE Planning are to be at least 4 feet in length with a minimum of one foot anchored in ground and three feet above (CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHALL BE PRUNED BY AN ISA-CERTIFIED ARBORIST, IN ACCORDANCE WITH THE INTERNATIONAL round. U ri ht sts are to be laced at a maximum distance of 6 feet a art Horizontal rails are to be STE 9 P 9 Po P P 1 2036 SF St. Augustine Floratam ~loratam' STENOTAPHRUM SUFFICIENTQUANTmESFORCOMPLETE ARBORISTASSOCIATION (ISA) PRUNING STANDARDS, constnrcted using no less than 2" x 4"lumbar and shall be securety attached to the top of the upright S@Cl secuntlatum INSTALLATION. ACTUALAMOUNrS MAY VARY ANDANSI 300 PRUNING STANDARDS FROM AMOUNTS WDICAT®. posts. A PVC-Typo safely fence the height of the barrier shall be attadr~ to the upright posts, the top rail, {CONTRACTOR IS RESPONSIBLE FOR PROVIDING 5. ALL EXOTIC INVASIVE SPECIES AS DETERMINED BY and the ground, with fasteners a maximum of eight (8) indles apart Barriers shall extend at least one (1j THE STATE OF FLORIDA, I.E., BRAZILIAN PEPPER SUFFICIENT QUANiRIES FOR COMPLETE (SHINTUS TERIBINTHIFOLIA), PUNK TREES foot beyond the drip line of all protected trees on the properly and shall be at least three (3) feet high. 2032 SF Bahia INSTALLATION. ACTUAL AMOUNTS MAY VARY MALELEUCA LUCADENDRON) AND CHINESE TALLOW Afiemative protective methods may be utilized when extending protective barriers beyond the drip line is not feasible. Possible alternatives indude pumping concrete from a truck through conveyor FROM AMDUNrs ~IOICAT®. SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION F SITE DEVELOPMENT. Job No. 06.577 pipes ratherthan driving over roots, or bridging rootareas with stcel plates. Any proposal aftematives WHERE NECESARY DUE TO THEIR PROXIMITY TO - must be designed by a trained arborist and approved by the DCO priorto issuance of a Do or PermitAll Total S Ile Irngatlon: PROTECTEDPLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD THIS REMOVAL BE TO w w protective barriers shall be in place and inspected prior to any site Bearing or demolition and shall remain z z 1 4068 sf Turf Irrigation A DEGREE THAT A POTENTIAL FOR EROSION IS o_ ~ in place until all construction activity is completed. Protective bamers may be temporarily removed only SPRINKLER sYSTt3Jl CREATED, THE AREA MUST BE RESTABILIZED WITH SUITABLE MATERIALAND SODDED. DI'aWn by: Checked by. ~ ~ 'rf reasonable access into the site rs obstructed. Removal of bamers must be approved and inspected by the 1 3743 Sf TtIOn MICRO•IRRIGATIONSYSTEM 0 o C' 's arborist riorto a site dearin ordemolition. Should removal ofthe bamers result In stress or shrub bed Irrigation P m g damage to the tree, as determined by the City's arborist, removal or replacement of the tree maybe CONTRACTOR LS RESPONSIBLEFOR CONNECTING JCB JT TO THE IXISTING IRRIGATION SYSTEM AND MAKE required.No excess soil or additional fill, building materials, debris, or litter shall be placed within 1 ea tonne I " ct on to 1 meter protective barriers. Any demolition within the protective barriers shall be aasomplish~ by hand oparat~l " meter THENECESSARY ADJUSTMENTS FORTHENEW • equipment Once all material has been successfully dislodge by hand, heavy equipment will be allowed ADDITION. one entry into the bamers in order to push demolition materials beyond the barriers, after which the barriers must be reinstalled. Under no otherdreumstances shall tractors or heavy machinery be allowed Miscellaneous Plant Materials And Site d Site to work, park, or locate within barrier areas.Signs, building permits, wires, (otherthan protective guy Work: Sheet wires), or other attachments of any kind shall not be attached to any trees or shrubs within protective CONTRACTOR IS RESPONSIBLE FOR PROVIDING barriers.All underground utilities shall be routed outside the protective bamers. If this results in 'h ~ AICIENTDN ACTLIALFA O~NiS MAY VARY ~ ~ I ~ I ~ I ~ ~ ~ unreasonable hardshio. a soil auger shall be used to tunnel under the root sustains. The DCO shall he 33 CY Pine Bark Mulch notified and at his option may require a staff member present during this procedure to assure adherence to FROM AMOUNTS INDICAIID. L I all requirements.lnstallation of structures such as protective barricades, fences, posts, or walls shall not Pre-Emergent destroy or irreversibly harm the root systems of protected trees. Footers for walls shall end at the point I Bags EA Herbicide where larger roots are encountered, and the roots shall be bridged. Post holes and trenches located close to protected trees shall be adjusted to avoid damage to major roots.Destruction or disregard of protective 1 Bags Fertilizer: 16-4-8 TREE EWA ADE DETAIL barricades may require the full replacement of the protected tree. 1 Bags Fertilizes 6-6-6 -8 50 lb. bag PLAIN Of 3 Sheets i 50 lb. bag 7 CY Planting Soil Cubic Yards GENERa_ LANDSCAPE NOTES AND SPEGRCARON5 ~,pEpAl~ TREES, SHRUBS AND GROUNOCOVFAS WiTH NURSFAYMFN'S "SURE-GRO' 12~- IRRIGATION NOTES SPREAD 1.IMPLJ7,IENTARON OF THIS PLAN AND SPECIRCARONS SHALL CONFORM TO THE HIGHEST 12 BY BROADCASi1NG EVENLY THROUGHOUT THE PLANTING AREA WITH A PROPERLY Ca.IBRAIID SPREADER PER MANUFACTURER'S RC-COMMENDED APPIJCAiiON RATE 1.IRPoGATiON CONTRACTOR SHALL VISIT 7HE SffE TO VERIFY ALL CONDmDNS AND STANDARDS OF 1HE TRADE AND TO ALL PI~VANNG ORDWANCES AND CODES.DIE THOROUGHLY WATER PLANT MATERIALS AFTER FQmI.mNG NUflSERYA~IBJ'SURE-GRO ~ ~~a FERTILIZATION NOTES SPEGRCgTKNJS COMAINID HEREIN SHALL SUPI'<EMEM THE WRITTEN SPEGFlCARONS. DIMENSIONS AS SHOWN ON THE PLANS PRIOR TO SUBMLSSIDN OF BID.IHE PLANS AAE CORP. (40~ 5&H-8951 SCHEMAiiC AND THE COMRACiOR SHALL DETERMINE ANY AND All NECESSARY ;glpllff~ R PINE-NOT PRESSURE TREATED. a SHRUBS AND TREES 2. PRIOR TO SUBMISSION OF 81D,THE LANDSCAPE COMHACTOR SHALL VISiT 1}iE SiTE MATERIALS AND LABOR NEEDED TO MEET THE INTENT OF THE DRAWINGS.IRRIGARON fl. talLl ~ SHALL BE SPRUCE OR PINE-NOT PRESSURE 26APPLY 'XL 2G' GRANULaT HERBICIDE (CONaNS SURFLAN) PEA MANUFACiURER'S ~ rJ TIES SHALL NOT CROSS OVER WOODY ROOTS. OVER WOODY ROOTS. E WRAPPED AROUND TRUNK. AND R1LLY INFORM HIMSELF OF 7FLE CONDITIONS UNDER WHICH THE WOPoC IS TD BE CONTRACTOR SHALL 8E RESPONSIBLE FOR PRONDING ANDOR COORDINATING PTIIOR TO rf&1MIP'idE ALL STflING &/OR WIflE WRAPPED AROUND Tflt ACCOMPLISHED. DIRECRONS TO ALL PLANT BED AREAS PRIOR TO MULCHING.lJSE A PROPERLY BEGINNNG OF INSiAl1A7)ON OF IRRIGATON SYSTEM,W7DI GENETV4L CONIRACTOR,IN AI. r~wDmE ALL STRAPS, ROPES, wiRE, &/DR STRINGS t CALIBRATED GRANULAR APPLICATOR AND DO NOT APPLY CHEMICAL DIRECTLY ONTO REGaTOS TO TYPE'AND LOCATON OF WRiER SOURCE ~L' WIRE, &/OR STRINGS USED TO LIFT THE ~ ~ /1II1reeBandSflNbSSI18IIt1efptllRedWlfll' Agtiform' 26.153 planting tablets at time of 5. REMOVE ALL BURLAP IVOR WIRE FROM THE TOP OF TI ~ p~• - 6. TOP OF ROOTBALL TD BE SET 2' BELOW FINISH SURF E FROM THE TOP OF THE ROOT BALL. IASI811ati00 and priort0 completio0 of pit backfilliRg. Tablets Shall be placed Uridormly arOUnd 2' BELOW FINISH SURROUNOI NG F[ NI SH the root mass at a depth that is between the middle and bottom of the root mass. 3. THE WORK INCLUDES SOiL PREPARATION, FlNISH GRADING, SUPPLYING AND FLAMING 2.IRf8GAT10N CONTRACTOR SHALL PROVDE A FULLY OPERARONAL IRRIGATION SYSTEM GRADE. OF TREES, SHRUBS, GROUNDCOVr3LS, AND SOD OF 1HE SPEGES, SAS AND QUALAY AS pIAN BIDS AND TREE RINGS SHALL BE MULCHED WTM A 3" DEPAf LAYER OF PINE ~a ~ APPLICATION RATE: SHOWN ON THE DRAWINGS ANDUR AS SP[:GTFlED HETIEW. FURTHER,IHE WORK SHALL FOR 100% OVERLAP COVERAGE QF ALL LANDSCAPE AND TURF AREAS AS INDICATED ON BARK MULCH, UNLESS SPEGFlID DIFFERENTLY ON PLANS. DEPTH SFWl. BE MEASURED T}IE LANDSCAPE AND IRPoGATKIN PLANS (SEE WRITTEN SPECIFCATONS). WIDTH PERPIANS INCUDE THE THIRTY DAY (30) DAY MaN1ENANCE OF ALL LANDSCAPE AND SODSEID AFTER COMPACAON.Rf7dOVE MULCH FROM CANOPIES OF SHRUBS AND PROPERLY "TUCK- app ~p~L ~ ~ AREAS AFTER FlNAL ACCEPTANCE BY THE PROJECT ARCHITECT AND OWNER'S IN' MULCH ALONG EDGES. 3.iHE CONRWCTOR SHaI. VERIFY EXISTING GPMP51 FROM THE PROPOSED WA1TA SOURCE S R~VEALL LMEROCK 1 Gallon can: 1- 21 gram tablet HEIGHT 3 Galion Can: 2 - 21 gram tablets REPR[SINTATNE 'r~ AND IF NEEDID,THE CONTRACTOR SHALL ADJUST AND BaANCE 1HE PROPOSED ZONES ~~OMPL NTENG~ISLAN~DS 5 Gallon can: 3-21 gram tablets 28.BID LINES SHALL HAVE WELL bEFlNED TRENCH EDGES TO CONTaN MULCH. HEDGE LINES AS NECESSARY iO MEET ACTUAL GPMPSI REQUIREMENTSIHE CONTRACTOR SHALL TREE OR SHRUB ROOTBALL 4.THE LANDSCAPE COMRACTOR SHALL PROVIDE A LUMP SUM BID PRICE FOR A FULLY SHALL BE WD OUT WA}I SDIINGUNE IN 7HE FlELD PER PLAN LAYOUT. TREES OR ALSO MD HEADS AS N®ED FOR FULL 100% COVERAGE IF SCHEMARC PLAN LOCATONS SEESEEPIANRNGDETAIIS CROWNISLANDS 7 Gallon can: 4 -21 gram tablets MULCH 3' FROM TRUNK AITTOMARC,100% OVERLAP CDVERAGE,UNDI:RGROUND IRRIGATION SYSTEM. THE 6'T012'TOALLOW IRRIGATION SYSTEM DESIGN,SPEGFlCARONS AND INSTALLARON SHALL CONFORM TO SHRUBS SHOWN IN A LINE ON THE PLAN SWILL HAVE 1HE 1RUNKSCANOfTES IN PROPER ARE INSUFFlCIEN. FORPOSmVE0R1UNAGE ALIGNMENT UPON VISUAL INSPECTON AFTER INSTAl1ARON. GROUNDCOVEfi AND SHRUB MU~LCRH~TYDPiC~ALK MULCH 3' DEPTH Trees: 3-21 gram tablets each 112"oFCatiper Palms: 7-21 gram tablets 'THE STANDARDS OF 1HE 'IRRIGATON ASSOCIARON',19N N. FORT MYERS DRNE BEQS SHALL BE PLANTED ON TRIANGULAR SPAGNG WiTH PLANTS INSTALLED AND FACED TOPOf CURBBELOW TILLED AND LOOSENED NATIVE GROUNDCOVERAREAS #1009,ARlINGTON,VA 22209, AND TO THE STANDARDS OF THE 'FLOPoDA IRRIGATON 4.000RDINAIE OPERATON Of THE RME-CLOCK FOR PROPER ZONE SEQUENGNG AND A- SOLTETY'.IRRIGARON SOURCE SHALL BE SHOWN ON THE IRRIGATION PIANS.THE IDR OPTIMUM GROWTH INTO THE BED. OPTIMUM WATERING RMEVFRIFY TIMECLOCK LOCATION AND STAR7)STOP RMES OF OPERATION WTM OWNERTIME-CLOCC SHAU_ BE LOCAiED ON AN EXTERIOR WALL IN A 2' x2' X4' STAK SOIL BACKFILL ' X2' X4' CROSS MENR IRRIGATON CONTRACTOR SFIALI. PROVDE AN RPZ BACIOR.OW PREVFMION DEVICE PER 291R~ PALMS MID SHRUBS SHALL BE PIANTID SO AS TO MaNTaN ADEOUAiE LOCIONG WALL~IOUMID UNiT PER IEGEND.'THE GENERAL CONTRACTOR'S ELECTRIGAN LOCAL. GOVERNING CODES AND ORDINANCESSIZE ACCOIIOINGLY.SUBMIT PLAN PER CLEARANCE FROM THE Er)GE OF WALKS AND ALONG BUILDING WALLS CURNUNEAR BED 0 - - - FERTILIZER TABLETS AS All rlwrldcoverareasshallreCBivefBtblaatianYVifh'OZmDCOte'Umereleesefertil¢eras T'~CT®NICS SHALL PROVIDE 120V,20AMP POWER SUPPLY TO THE RME-CLOCK COORDiNAiE a - -I - WHATEN SPECIFCATONS TO ARCHITECT FOR APPROVa_ II=IIII=I~I I=III LINES SHALL BE ACCURATELY SCaJID FROM PLANS AND WD-0UT IN 1HE FlELD.IF pEpTpICAI SUPPLY REQUIREMENTS W'TTH THE GENERAL COMAACTOR. SPECIFIED. PLACE UNIFORh9.Y g Imo' AROUND R00T MASS BETWEEN manuFaCturel'sspearigliwls. FlELD CONiNTIONS ARE DIFFERENT FROM PLANS, IMMEDIATELY NOTIFY THE LANDSCAPE o -III I= -IIII' 5.THE LANDSCAPE COMRACTOR SHALL SECURE ANY AND ALL NECESSARY F1AMff5 FOR 1HE ARCHITECT OR ONSRE 11EPRESTMATNE FOR FlELD ADJUSTMQ4T OF MATERIALS. 5.PIPING ON PLANS IS OIAGAAMARCALLY ROUTED TOR GRAPHIC CLARffY,ACTUAL =IIII- I- 2'x2'%4' IB'h4N.o l~ ~ ~ MI DOLE AND BOTTOM OF ROOT O Ir MASS. design group international, inc. ROOTBALL ~ ~ .°^S' I UNOI STURBEO SOIL WORK, PRIOR TO COMMENCEMENT OF HIS OPEAARONS ON$TTE COPIES OF THE PERMITS _ _ - CROSS t~EhBER _ 'r I 2-2' X4' STAKE W/LONG TAPEfl LANDSCAPE ARCHITECTS SHAll BE SENT TO THE ARCHAECT AND OWNER'S CONSTRUC110N RfPAESENATNE IF PLACEMEN SHALL BE LOCATED WfiHIN PROPEHiY BOUNDARY AND IN 'GREENSPACE' IIII-I IIII I~- REQUESTED, 30.TNE LANDSCAPE ARCHAECT RESERVES THE AfGHT 1O MAKE MINOR ADJUSTMENTS, IN 7HE AREAS ADJACEM TO PANNE OR STRUCTURES AS PER INDl15TAY STANDARDS. 213NA1TVESOILORFILL =1 T[LLEO AND LOOSENED ~ ~ MIN. 18' INTO UNDISTURBED NATIVE SOIL BACKF I~~I~ I. I~ sDIL ~ LAND PLANNERS FlELD,TO THE LOCATIONS OF TREES, PALMS, SHRUBS AND GROUNDCOVERS,WTTHOUf COOFlDINAIE INSTALLATION VVAFI PLANTING PLAN SO CONFlICiS WiTH PROPOSED 113 PREPAREDPLANRNGSOILS URBAN DESIGNERS 2'X2'X4' STAd.E - 3 TO 5 TIMES THE WIDTH _ B.THE LANDSCAPE AND IRRIGATON CONTRACTOR SHal BE PROPERLY LICENSED AND CAGE FROM THE LANiUCAPE CONTRACTOR RENSIONS CAN BE MNOE FOR AESTHELiC IACARONS OF iAEES, PAlM5 AND SHRUBS WILL BE AVOIDED. PLACE PIPING IN INSUAED.SE£ YJRTiTEN SPECIFCATONS. OR HFALiH,SAFEIY WELFARE REASONS OR REQUEST FROM OWNER. TRENCFI AQIACQdT lO CURBING OR EDGE OF PAVEMENT WHERE POSSIBLE. 2-2.5' DRYWALL SCREWS OF THE ROOTBALL ,.ALL WOfT(W THE RIGHT OF WAY AREAS SHALL CONFORM TO THE STANDARDS AND 31•SODDING IS RC-0UIRID IN ALL UNPAVED AREAS WITHIN THE SiIE BOUNDAPoES UNLESS 6.CONTRACTOR SHALL AEFERFI•ICE 1HE IAr~SCAPE PLANS AND SPEGFlCARONS TO 2011 CLEVELAND ST. SUITE E TREE PLANTING TAMPA, FLORIDA 33606 SPECIFlCA710N5 OF 7HE LOCAL ANDOR STATE FOGHWAY JUHISDICTiON. O1HER WISE ~ NOTID.ALL SOD AREAS SHALL BE PLANTID WAFT Si. DETERMINE WHERE IRRIGARON HEADS SHALL BE INSTALLED ON RISERS. HEIGHTS OF TYPICAL PLANTER ISLAND DETAIL Al1GUSDNE 'FLORATAM" ,SAND GROWN, SOUDSOD TYPE AS SPECIFlID ON PLANS. SOD ALL RISERS SHALL BE ADJUSTED AFTER LANDSCAPE INSTALIARON IS COMPLETE DETAIL FI. Reg. Lic. # 254 N EQUIPMEN LS NOT ALLOWED ON SiTE UMiL A HABITAT MANAGEMEN AND ~ FREE INOM PESfs AND WEEDS, LAID IN STAGGERED ROWS WAH NO GABS, RISERS SHALL 8E PaNTED BLACK WITH PROFESSIONAL QUALl1Y FLAT ENAMEL SPRAY C B.CONSTRUCiK) ROLLID,FERRLIZED AND WATERED IMMEDIATELY AFTER INSTALIARON. SOD SHALL NDSCAIE CLEARWATEA INDEX N0. 908, sH. I o~~ I 813 258-4504 h RQV. 3/30/00 - LANDSCAPE PETIMr IS IN HAND, { IF FIEQUIRID BY LOCAL ORDOVNJCE). PAIN.AQBIST SPPoNKLIA ARC, RADII,ANO TAAIECTORY AF1EA LANDSCAPE NOT BE LAID ON lT}P OF WEEDS,STiCKS,ROCKS ETC.PRiOR TO SODOWG OR SEEDING, INSiAUARON IS COMPLETED TO ASSURE 100% OVERLAP COVERAGE.ALL RISERS SHALL N. r. S. P ' 9.THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL IJALfTY LOCATONS (DOSTING AND TAFAT SOIL WffH °ROUND-UP' PLANT KIILE}F AT A RATE OF 2 OZPER GALLON OR AS BE STAIQ:D WfDI A GALV.STaNLESS STEEL. EMf STAKE AND SECURED BY TWO INSTALL 10CMaLSCORRUGATEDORAINPIPE 813 258-4604 fx. BEFORE PLANRNGTREESPALMS ORSPECIMEN fIF7JIS IF GROUNDWATER IS IXCESSIVE OR SaLSARE PROPOSED), RELATED PAVING, ELEVARONS,WATER AND ELECTRCAL SUPPLY, ETC. ~ MANUFACNRERS INSIAUCTIONS.ALL DEBRIS SHALL BE REMOVED PRIOR TD LAYING SiaNLESS STEEL CLAMPS. NO RISER SHALL BE INSTALLID ADJACFM TO ANY BrLIdffIXCESSBRANCNING HEAVYCLAYMARI.CONGLOMERATE FlLLVYAS PRIOR TO START OF WORK NOTFY THE GENERAL CONTRACTOR AND THE SOD.SOD RETENTION SLOPES AND BOTTOMS WAIL ARGEMINE BANTA SOLID SOD, PIDESTRIAN WALKWAY.12' POP-1JP HEADS SHALL BE USED IN GROUNDCOVER BEDS ~D~A~D PEGGING SOD ON SLOPES 31 AND GREATER. SOD ROLLS SHALL BE LAID HORTLOMAL TO ADJACINT TO WAl}(WAYS AND IN PARKING ISLIWDS (IYP.) IaOS,APEARCHIIECT ARCHTTECTiOWNER'S AGIM IN WRITING OF UNSARSFACTOLIY CONDRTONS PRIOR 1D NREVaUNG SLOPE TO MINIMIZE EROSION. aeep~(orGn~tersPa~9 GUYNIRESIZES RUBBERTREETIE USEDTOBRINGSREUPTDFlNISHEDGRADE GALV. WIRETIE TREEOR SHRUB ROOTBa1 (see Planting dotal} START OF WORK START OF WORK W81 INDICATE ACCEPTANCE OF CONDmONS AND FULL Lit2 -t53oGALt1TEES SURVEYORS FLAGGING TAPE-FAWIRE N RESPONSIBILITY FOR CAMPIETFD WORK 7.CONTNACTOR SHALL DETERMINE LOCATONS OF ALL UNDERGROUND lA1LAlETi AND s9-FlI3DSTOCKTREES PRllini LEGGY IFMERS 32ANY AREAS SUBJECT TO EROSION (EG.CRASS SWAIES,RETEMION AREA IMPROVEMQaTS PRIOR TO START OF WORK ON-STTE.COORDINAiE WITH 7HE GENERAL ~INTOSHAPEASDITTECIED 3".d•OFEaiTHSAUCERAT ~ FlNISHGRADE F o__ 1}1% ~-HIGHGROUND tO.VERIFY ALL UNDERGROUND AND ABOVE-(ROUND IJALRY LOCATONS PRIOR TO ANY MUST ~ STABIIIZID ~ SOLID-SOD. COMRACTOR APID SITE UGHRNG CONTRACTOR FOR INSTALLARON OF PROPOSED BY LANDSCAPEARCHIIECT PERIMhR7tOFWELL WATER TABLE IXCAVARON.IF UNDERGRWND CONSIRUCTION,UTILTiIES OR OBSTRUCTIONS ARE IJCLTRNG AND ELECTRICAL CONDUTTSIHE IRPoGARON COMRACTOR SFWJ. BE 3'OFMULCH FNCAIAatERED DURING THE IXGtVARON OF PLANTING AREAS OR PAS, IMMEDIATELY 33.LANDSGAPE (X)14iRAC7'OR SHALL BE RESPONSIBLE TOR SAE EROSION REPaRS IF Sf(E RESPONSIBLE FOR THE IMMEDIATE REPAIR OF ANY DAMAGE CAUSED 8Y HIS WORK THE a LS FNAL-GRADED 8Y GENERAL COMAACTOR FOA SODDING AND A Dl3AY OF SODDING 3" wAiF10NG BASIN ~ a N 4'AOSPIPESDIIDPIPETO - INFORM THE OWNER'S CCLJSAIUCRON REPRESEMA7iVEALTERNATE LOCATIONS f-0R THE IRRiGA110N COMAACTOR SHALL BEAR SOLE RESPONSIBILITY FOR ANY AND ALL DAMAGE AC11MY BY LANDSCAPE CONTRACTOR IS DETERMINED lO HAVE CAUSID EROSION DAMAGE THAT RESULTS FROM HIS ACTIVITFS DUE TO IMPROPER VEAIFlCARON OF UiIUTIES FlNISNGRADE ~ PLAN MATERIAL(S) WILL 8E SELECiED BY THE ARCHITECT OR AGENT. SUCH CHANGES - N o ~ ~ SEWER OR RETENRDN POND ~ CRUSH GRANIIEORSLAG IN LOCATION SHALL BE MADE BY THE CONTRACTOR WITHOUi ADDmONAL COMPENSARON. TO FNAL GRADE ANDOR OPERATOR ERROR DURING IXCAVARONS. SEE RELATED CML PLANS T-0R ADDmONAL INFORMATON, IXcAV T ~FROiEP MmlticTxr RtOaovEBURLAPFROM ~ ' / DUCI®ILLANCHORS,TYP. ~fi' DO NOTUSEUMESrONE ORAINTO REfEN110N POND ORLOWAREA MAIERW.INSTALLUIIOER / ; ~ OFSrrEALTERWLTArEISTOPUNCHTHROUGH 21~1E5 ROOTBALLANDAROUND 34.FERTILJZE TURF AREAS WffH 16-4-8 fkTirBffii AT 1HE RATE OF 10 LBS OF 11.iHE LANDSCAPE CONTWLcTOR SHALL SPAR SOLE RESPONSIBILITY FOA ANY AND ALL / ANDI/JPREPARFDPIANTINGSOIL TOP1rU0FR00TBaiDO ~ BACKFlLLSHALLBE113501L ~"w~~~ti!i~' ` IXCAVATED FROM PIANIING Pfi THE CIAYCONraNMENTIAYERANDDRAiN EHDOFADS GRAIN PIPE AND 113 PREPa2ED PLANTING SOIL IMQSAND IAYFR BENEATH CONTAWER OUL DAMAGES 1HAT RESULT FROM HIS ACTIVITIES DUE TO IMPROPER VERIFlCARON OF NITROGEN PER 1000 S.F.OF TURF AREAWATTA AFTER FERTILQARON TO THOROUGHLY 6.IRRIGARON CONTRACTOR SHALL OBTAIN ANY AND ALL P[3LMTTS R[bUOlID BY GOVERNING FlLLORNATIVESOILS NOiPU1NTLINOWWTPPEDTRt~S 2RMES 2TIMES REMOVEBURIAPFROMTOPif30F URLIiIES ANDOR OPERATOR ERROR DURING IXCAVARONSSFE RELAIID CML PLANS SATURATE THE SOIL AGENGES. SUBMA COPIES OF PiAMTIS TO OWNER'S CONSTRUCRON REPRESENiA1NE, R@dDVEPOT CONTaNERDIA FDR ADDmONAL Wf-0RMARON AND COORDINATE ONSAE WT1H THE GENERAL IRRIGATION CONTRACTOfl SW4LL BE PROPERLY UCENSID AND INSURED. amamuwao~m [RAND CONTaNERDIA ROOTBaLCUPWIREBASKETAND REMOVETOP iJ3 DO NOTPIANi Note: uNDWRAPPmTREES This detail shaAapptyfilrau poDdy drainedsites. The hnplemeldationofthis O CONmACTOR AND DiHEfl TRADES PPoOR TO 5TARi OF WORK. 35.1HE IRPoGARON SYSTEM SHAD. BE FULLY OPEFFARNG FOR A PERIOD OF M~EMY-FOUR HOURS PRIOR TO START OF FLAMING OPiAARONS.THE LANDSCAPE CONTRACTOR SHALL SETR007BALLREIATNETOSI 9AGNST SPRTNIQER ARC,RADII,AND TRAJECTORY AFTER LANDSCAPE W5TAUARON G OD NOT SETLOMIFR7HANFAU; ROOTBALLRELATAlETO SLDPEGRADE ~ detail Shall he the responsbifdy Ofthe Wnhactor ll(kIl assesstnerd LDr sErLOweRTHANF.wrsHEO GRADE ofthe exisitrlg site conddials. The conhactorshatl naify the engineer ¦ ~ 12ALL EXISTNG TREES SFIALL BE INSPECTED BY THE LANDSCAPE CONTRACTOR TO THE BE RESPONSIBLE FOR P(IOMDING ANY ADDmONAL HAND-WATERING AS NECESSARY FOR COMPLETED TO INSURE 10(1% OVERLAP COVERAGE INSTALL PROPER •NOZZIE AS FlEID 'rfthese pDaly drained soil conditions are found during Cansbuction. ~r DETERMINE THE l7(fENf OF TRIMMING AND PFXINING REQUIRED TO 'SWIPC-UP' IAEES. ~ SHRUBS, GROUNDCOVERS AND TURF AAFAS PRIOR TO FWAL ACCEPTANCE CONDmONS REQUIRE FOR OVERLAP COVERAGE RAISE OA LOWER SPRINKLER. HEADS AS RiK1UIRED. SHRUB BED PLANTING DETAIL TYPICAL SLOPE P .SLOPE PLANTING DETAIL POORLY DRAINED SITE DETAIL RELADVE DEAD BRANCHES AND FROND, AND PRUNE BRaaCFIES FVWGING OR GROWING BELOW 3a1HE JOB SITE SHALL FlE KEPT ORDERLY AND REASONABLY CLEAN ON A DAILY BASIS 4 BFT.iHIS WORK SHALL BE DEEMED PART OF THE LANDSCAPE CONTRACTORS COMRACT PERAR?NS.UPON COMPLETION 1HE LANDSCAPE COMRACTOR NDSCALE ~ 6 FORTREES36LANDlARGER NOSCALE FOR SERVICES FOR THIS PROJECT SITE DURING CONSiRUCTION 0 tO.WHERE MAINLINE OR LATERAL LINES AAE COVERID 8Y pAVING,A SCHEDULE 40 PVC SHALL REMOVE ALL DEBRIS AND WASTE GENEPoIIID BY HIS OPERARONS ON-SITE, SLEEVE SHALL BE INSTALLED WRH THE SPEGFlID LATERAL. LINE AND STUBBED UP 351TE CONTRACTOR SHALL PROVIDE THE LANDSCAPE CONTRACTOR WiTH A FlNISH GRME INCWDING 1HE CLEANWG OF WALKS AND PAVING AS NECESSARY. W(M END CAPS AS SHOWN IN DETaL SLEEVE SIZE SHALL BE TWO RMES LARGER 1, REMOVEOl1TERAND LOWER OF Q'WS OR MINUS) ONE TENTH OF ONE FOOT. GRADE SHALL BE CLEAR OF DEBRIS AND Q.D.) TFIADI THE SIZE OF THE LATERAL LINE 'WET-PIPE' SQE INDIGtTED ON THE WEED GROWTH. FlNISH GRADES ADJACFM TO PANNE SHALL BE TWO INCHES BELOW 37.iHE LANDSCAPE CONTRACTOR SHALL. BE RiDPONSIBIE f~R TAKMG ALL NECESSARY PLANS SPREAD FRONDS BETORE'rYING`_~ry VYITHORGANICIVNNE MEASURES TO PROTECT THE COMRACTOR'S INSTALLED ANDOR ON-SfiE MATERIALS FROM TOP OF CURBS, WALKS OA PAVING IN ORDER TO COMAW SOD OR MULCH AS SPECiFlID. THEFT PRIOR TO FNAL ACCEPTANCE BY OWNER ~P CT y' TRIM INNER FRONDSAROUND SUD = SAE CONTRACTCR SHALL EXCAVATE ANT' LIMESTONE BASE MATERIAL Ofl OTHER TED A MINIMUM OF 18' BELOW FlNISH GRADE MAINLINE fla L 11ALL MAINLINES SHALL BE BUR a , L ~ ~ 36" MATEAV+LS NOT CONDUCNE TO PROPER PLANT GROWTH FROM ALL PLANING AREAS. FlAN SHALL BE Gl1ARANTEED FOR ONE (tj YEAR AFTER FlNAL SHALL BE BURIED A MINIMUM OF 24 AT ROAD CROSSINGS. ALL LATERAL LINES ~ ,pL 3'cYPRESSMUICIi,TVP. TO RELEASE PRESSURE ON BUD W O ~I~II" DURING INSTALLATION i - WHERE INDICATID,IHE SITE CONTRACTOR SHALL PROVIDE BERMS, MOUNDING OR CROWNS ACCEPTANCEAIl TREES, PLANTS ANDOR GRASSING NOT FOUND IN A HEALTHY GROWWG SFIALL BE BURIID A MINIMUM DEPTH OF 12' BELOW FINISH GRADE INSTALL MAWUNE y CUTAFfER90DAYS ~ . ~ TO PARING ISIAND6 OF INDIGENOUSAMBLE SOIL COMPACTID TO iWENiY-FIVE CpNpmON AT THE ENO OF 7HE GUARANTEE PERIOD SWUL BE REMOVw FROM 1HE SitE IN SAME 1TiENCH AS IAiERAI.ONES WHERE POSSIBLE PERCENT. CROWN PARING LSIAM~ 10 A MAXIMUM OF 12' lO 1HE CENHI FOR AND REPLACED WrTMN TEN (10) DAYS AFTER WRITTEN NORCEALL PLANT ~ ~ rg•' y ~g ~ M~ANrmDWr~rSIDE 5dAYERSOFBURLAP a ~ HEDGEt1NE,TYP. 5F2X4X3'WOODBATR]US~ m DRANAGE WAH A SLOPE NOT TO IXCEED 3.1.1E THE IXISRNG GRADE WmHIN 1HE REPLACEMLMS SHALL RE OF THE SAME KIND AND S~ AS SPECIFlID IN 1HE PIAM 12ALL POP-i1P SPRINKLEFl HEADS SHALL RE INSTALLID ON V1' OR 3~4' X 18' SPEARS ` HEt GH (iP MJL,CH 3' IRON STEMB VNTHIN 2"OFTOPOF SODARFA ~ BANDED TOTRUNKWITH 0 0 1'STE~. BANDS Y F- AREA SPECIFlED PUINIING MU( 2 F- CURB, TYP. ~ 1i DRIPUNE OF AN EXISTING 1FlEE SHOWN TO REMAIN IS MODIFlED BY SOt INCHES (6') ~ THE HB'LACENENiS SHAM BE FURNISHID,AND INSTALLED AS HEFiFlN SPEGFlFD PLO( PIPE CONNECRON.Fl.IX PIPE CEMQaT SHALL 8E l1SED ON ALL CONNECAONS 0 OA MORE,THEN 1HE SITE CONTRACTOR SFWi PR017DE TREE WELTS OR RETAINING AT NO ADDmONAL COST TO THE OWNiR.THE IRPoGARON SYSTEM SHALL BE BETWEEN FLE70BLE PVC AND RIGID PVC. ~ lt~ ~ ~ ~ RENOVEAgt PTPOCKETS 2X4X3'BRACES(3MIN.) ~ w WALLS AS fIEQt11RED FOR THE PAESEHVAl10N OF DOSRNG TREES TO REMAN. SEE ANCE FROM N 3' 1411.CH LAYER ~ I I , 7SCM-1DCM ~ _ EARTHSAUCERAT ~ ~ ¦ ~ ADDffIONAI. SPECIFlCAIK)NS AND DEfaL FOR TREE BARRICADES. GUARa41EED FOR ONE h)YEAR AFTER FINAL ACCEPT DEFECTS I MAiER14LS AND WORIQAIWSHIP.S[F WRITTEN SPEGFlCARONS. 13ALL UNRE SPLICES SHALL BE MADE IN VALVE BOXES USING RAJNBIRD 'SNAP iRE' 3GAUONHIDGENAIEaa.- 39AN °AS-Bl11LT' OF 1HE LANDSCAPE AND IRRIGATION PLANS 5FIALL BE MADE BY 1HE WIRE SPLICE KiTS AND SEALANT. ~ ~p p ~n~ y - PROPERTY LINE PERaM:T9t OFIAIH.L U /-~oPErosvYa>: J 14.N0 GRADE Ctia4GE SHALL OCCUR WmiIN THE CANOPY DRIP LINE OF PINE TREES AND LANDSCAPE AND IRRIGATON CONHACTORIHE 'AS-$UILT' SWILL BE UP-DRIED DAILY fERTILIZEfl TABLETS AS - 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVID.THE FOO7PPoM OF 14 VA alID ~ SPECIFIED. PLACE , f \ N L AND SNAIL BE 10=FT ON~T1E AT AU. RMES DURING THE CONSTRUCTION PERIOD.ANY 14.WIRE SFWI. BE UF~00 VOLT DIRECT BURULL GAUGE RE IN$T D ECTLY IN UNIFGRM.Y ARBUNO ROOT PREPARED PIANT[NG SG[L - URLmES Q.E STORM, SANAARY, POWERUNES,WATER, SEWER, ETC.) AS WELL AS AND ALL DEVIATIONS FROM 1HE ORIGINAL CONb`TRUCRON DOCUMENTS SHALL BE DULY THE PIPE TAINCH, BUNDLID AND TAPED EVERY TEN FEET ALONG THE MAINLINE WAH Pass BErwEEN r4AGLE ANG ~ iT ~ ~ ~ _ - ~ w NATNESOILASBACKFlLLORAMENDED r ~ O Q ~ o a, SOILASREQUIREDBYSOILANALYSIS W ••VVV ~ Q THE LIMAS OF 1RENCHING OR FlLL MATERIAL IS NOT PERMTTIID TO ENCROACH WITHIN BGTroN of RGOT Nwss AND ACCURATELY RECORDED. A REPRODUCIBLE OF EACH 'AS-BUILT' SHALL BE PROVIDED EXPANSION LOOPS PROVIDID AT EACH VALVE.'WHITE' COLOR FOR COMMON AND 'RID' ~ ~ ~ ~ ~ _ THE A80VE STATID LIMITS. BY 7HE LANDSCAPE AND IRRIGARDN CONTRACTOR TO 1HE OWNER'S CON,",TRUC710N COLOR FOR CONTROL WIRFB.AT RME OF INSPECTON, WIRE THAT DOES NOT CONFORM Ewsnxc LwolsruRBEO smL _ - FERTIIIIERTABLETSAS 0 REPRESEMATNE AND TO THE ARCHITECT PRIOR TO FNAL ACCEPTANCE aO PAYMFM OF i0 SPT:CIFlCARONS SHALL BE Rf3AOVTD AND RET'LACFD AT ODMRACTOR'S EXPENSE. 3 TO 5 T1PES'AOTH u • ~ ~ ?l3 SOIL IXS~BTFD IINIF IORMLYAROUND Q Q REYOVEAll. LIMEItOCK~ REMOVE BURLAP FROM ROOT MASS BEIVVEEN 15.REOUIRID TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INACT REfaNAGE OF flCOTBALL THROUGHOUT CONSTRUCRON. ENCIIOACHMEM IMO OR FaLURE TO MaNAIN 1HESE HEADS ARE SET THE COMRACTOR SHALL OPEN CONTROL VALVES AND 2RMES 15.BEFORE SPRWKIER ROOTBALLDIA. suacRAOeFROMPLaIDmG TOP1/30FROO16ALLD0 2TtAES ANDU3pPR~EPNARED MIDDLEANDBOTTOM ~ O 2TIMES ~5 ~ NOTPLANI'UNOWRAPPEDTREES pLANTINGSOIL OFROOTMASS v/1 LL BARRICADES WILL RESULT M L34FOflCEMQVT ACTION WHICH MAY INCLUDE CAATIONS BOAT THE TIME OF FNAL ACCEPTANCE THE LANDSCAPE CONmACT~i SHAM PROVIDE THE FLUSH 1HE ONES THOROUGHLY WAH A FULL HEAD OF WATER iO BE SURE THIAE IS NO SHRUB & G R O U N D C O V E R PLANTING DE T A I L ROOTBALLDIA. PUWBNG,TYP. FFRTILVFRTABLETSAS CONIA'NERDIA NOTEDUDSt1ALLBEPERPENDICULAR ~ T~ n/ SPECIFlFD. PLACE v IJ~ UNIFORMLYAROUND DO NOTCANDLESIlCKPALMSUNLESS TO GROUNDPIANETRUNKSHALLBE ~A AN[tOR PERL4A REVOCARON. OWNER WAH A MaN1E7JANCE MANUAL CONTANING INSIAUCRONS FOR THE PROPER CARE FOREIGN MATTER IN THE UNES.THE CONTRACTOR SHALL TEST 1HE ONES FOR CLEARWATEfl INDEX NO, 905, sH. t DF AIL MATERIALS SPECIFlC lO THE JOB.INq.UDE IRAiGARON RMECLOCK OPELIARNG LEAKAGE BY MNMAINING A FULL HEAD OF PRESSURE {100 PSq FOR ONE HOUR Wmi RQv~17i15/99 RODitAASSBETWEEN SPECIFICALLYDIRECTEDBYLANDSCAPEARCHnECT STRAIGHTANDWITHOUfWRVE5. Z ~ O jQ MIDDLEANDBOrrDMDIGSABAIPALMStMTHR00TBALL3TIMESTRUNKDWd1ER NO SCARED OR BLACKENEDTRUNKs i6ALL STORMWAIER RUNOFF MUST BE pIRECTED TD THE RETEMION AREAS. DIRECiK1NS AND MANUFACTURER'S UTFITATURE TO OWNEfl'S REPRESENRTNE GAPPED ENDS AFTER LINES ARE COMPLETE N. T. S. OFROOiMASS CONRACTOR SHALL INSTRUDT THE DwNLA'S IIEPRESENTATNE LIOW TD PTIOf~ERLY oi~ERaTE TYPICAL HEDGE 17.PlANT MATERIAL SHALL BE GRADED RORIDA NO] OR BETTEfl AS GUNNED UNDER THE 1HE 11MECLOCK.IHE O'NNER SHALL BE RESPONSIBLE FOR THE PROPER MNNTF.NANCE AND 16AT ANY RME Dl1PoNG THE INSTALLARON OF THE IRPoGARON SYSTFluI BY THE Q ?L HEDGE PLANTING DETAIL PALM TREE PLANTING DETAIL ~ ~ ~ a 'GRADES AND STANDARDS FOR NUTLSERY PLANTS', PARTS LAND II, STATE OF FlDFBDA, WATEHWG OF THE LANDSCAPING AND 1URF THIRTY (30) DAYS AFTER ACCEPTANCE CONTRACTOR,THE OWNER,ARCHITECT AND OR LANDSCAPE ARCHIECT MAY NSA THE O DEPARTMENT OF AGFBCULTURE AND SHALL CONFORM TO AAN 5TANDATTDS FOR NURSERY SiTE TO MAKE OFFlCIAL INSPECTIONS. UPON REQUEST, THE COiJiAACTOR WILL BE 9 NO SCALE FORTREESSBLANDLARGER Q ~ ~ W W STOCK (ArJ512fi0.11980) 41.THE SIJBCONmACTOR SHALL SUBMIT iD THE ARCHITECT FOR APPROVAL, PRIOR TO START AEQUIiLID TO UNCOVER SPECIFlID WORK AS IxREC1T:D BY 1HE INSPECTOR WITHOUT 4• ~ U OQa~ 1aN0 SUBSTITUAONS SHALL BE MADE vmHOUr THE EXPUCA WRITTEN PERMISSION OF OF WORKTHE FOLLOVNNG: COMPENSARON. SHOULD THE MATERW, WORIOuWJSHIP OR METHOD OF INSTALLARON 4' j ® U 3I4'HOSEBIBW1TF110'OF3W HOSE S ~ Z O " ' . °o NOT MEET 1HE STANDARDS SPECIFIED HEREIN,THE CONAWCTOR SHALL IMMIDIAIT•lY • THE LANDSCAPE ARCHfiECT. PLANS SHALL BE BID BY ALL BIDDERS AS SHOWN. SURMA MANUFACRJREA'S CUT-SHEETS FOR IRRIGATON COMPONENTS WmT AlL SPPoNKLEA REPLACE THE WORK AT HIS OWN EXPENSE fuusHGRAUE ~ FWSH GRME . _ _ PLASRC VALVE BOX ~ U O O ~ O WRATF74 VEWFlCARON OF ANY PLANT MATETTIAI.(S)1HAT MAY BE UNAVaIABI.E AS HEADS, PVC P1PE,VALVES,VALVE BOXES, PUMP,CONTAOUER,AND MISCELLANEOUS SPECIFlED,TO THE LANDSCAPE ARCHITECT. FlTIINGS WCLUDSI.INDICAiE MATERIAL SPEGFICARON,IYPf MODEL NUMBER AND ' _ - _ - VNIHCOVER W PRAW IYNDE ~ MANUFACTURER. 17.THE OWNER OR HIS DESIGNATED RIPRESEM'ATNE WILL RESPOND WITHIN TEN (10) DAYS : _ FlNISHGRADE F ~ n°~ - - - ~ V J ~ ~ CI' V 19.000ROINATE 1HE INSTAILARON OF TREES AND PLANTS SO AS TO NOT OBSCURE THE AF•lFA NORFlCARON BY THE CONTRACTOR OF COMPLETION FOR THE PURPOSE OF ~P~PS°RA~ • SiTE VISIBILITY TRIANGLE AT INTEFISEC110N5 AND 1HE VISIPoLiiY OF DIRECTIONAL IRRIGA7IDN PLAN AT 1' = 20' DFIMEARNG ALL HEAD LOCATONS WiTH TYPE OF MAKING A FINAL. INSPECRON OF THE SYSiEM.IF FNAL ACCEPTANCE IS NOT GNEN vrsm~rEU - • • • • SIGNS OR TIGHTS FlE1.D ADJUST TREE AND PALM LOCATONS AS REQUIRED TO AVOID SPRAY OR ROTOR NOZ2JF INIXCAIID, MAINLINE AND LATERAL LINE WITH TIFF SIZES, AT THIS INSPECTON, A 'PUNCH-LIST' OF UNSATISFACTORY ITEMS WILL BE PREPARED nsetrBr>remELL ~ d • comxa.wrcrE saaL-rvcscHEDU~4o CONFlICT WAH LIGHT POLES, ETC.THE OWNEfl SHALL PROPERLY MAINANN TREES AND VALVE SIZE AND LOCATON, SGi.40 SLEEVE LOCARONS, BACIffLOW DEVICE SIZE AND FOR COMPLETION BY THE IRRIGARON CONIRACTOBAT SUCH RME AS ALL "PUNCFi- PLANT MAiERWS AJTFA FNAL ACCEPTANCE IN ORDTA TO MAINAIN UNOB5mUC1ID COMPLETED AND APPROVED BY THE OWNER OR HIS DESIGNATED ~'""s ~ a 12'PDP-uPSPRAYHEAD 17POP-0P SPRAY NEa) VISIBILITY FOR PEOESmIANS AND VEHICLES. LOCATION, ETC. SHOP lXIA1MNG TO BE PROVIDID BY CONTRACTOR IF NOi INCLUDED IN UST' ITEMS HAVE BEEN wale, ~ LANDSCAPE ARCHITECTS DESIGN PACKAGE FOR BID. flEPRESENTAIiVE,THE CONmACT~T SW4L BE NORFlID IN WHIi1NG OF FNAL rtr ACCEPTANCE RNAL ACCEPTANCE BY 1HE OWNER WILL NOT BE GNEN UNRL Ali 20.IN THE EVENT OF A VARIARON Bf"IW'EFN THE PIMai LIST AND THE ACTUAL NUMBER OF MANUFACTURER'S CUT-StiEEiS FOR ALL LANDSCAPE MATERIAL APPLICARONS AND SOIL REQUIRED SUBMIiTa.S AND 'AS-BUILT' L7?TAWINGS HAVE BEEN TURNED OVER TO THE n~GRTeummaL ,,J~~. SEAL'.: ~ PLMRS SHOWN OR NOTED ON 1HE PU+NS,THE PLAr~ SHALL CONTROL LANDSCAPE SAMPLE TEST RESULTS. COMRACTOR SHALL AMEND SOIL AS REQUIRED TOR PiLOPOSID OWNER AND LANDSCAPE ARCHffECL '.,_r_rf~\Y / PVCIATTAALIINE PvcLATFRALUNE Q " W~~~~~' ARCFBTECT SHal BE NORFlED OF ANY DISCREPANCY DURING BID PROCESS IN PIANANGS. WRmNG iB.iHE IRRIGATON CONTRACTOR SiIALI. KEEP' ONE RECORD SET OF BLUFIJNE PALMS OF TosPwNKLERS V ; t~ ~ LANDSCAPE AND IRRIGATION SCHEWIE OF GONSmUCnON EVENTS.SCHEOULE SHALL BE THE SPRINKLER SYSTEM IN GOOD CONDmON AT THE SiTE AND MARK ON THEM THE scsmu~sdrvcMPaLE ik!p s.. ~ ~ ~ ; • 'i;"r p r~~l• ,J PYCTEE MAINl1NEFIIRNG ' ~ ~1 , Jo fj i CAMPREFIENSNE AND ALL-LNCI.t6SNE OF THE CONTRACTOR'S SCOPE OF WORK AND SW41 DNCT 'RECORD°.1HE CONTRACTOR 5FWL MAKE A DAILY RECORD OF ALL WORK wcYt:B 21.PLANTS AND TREES SHALL BE SET PLUMB,AT THE SAME GRADE AT WHICH THEY NAVE Pa;uTBRULU€ 4 ~ SBIrBARBEDEl1 MAmsIWPI.YLD7E Pd p p BEENI GROWN, BEST SIDE FAGNG PIVME MSIBIIITY AND THOROUGHLY WATERET}dN TO BE COORDINAIID WiTN THE GENERAL COtJ1AACiOR'S SCHEDULE INSTALLED DURING EACH DAY. PLANS SHALL INDICATE THE IXACT LOCATON OF CHECK mLSBIrgMe~pl L].IMINAIE aR POCID:fS. IF SITE CONOlAONS ARE UNFAVORABLE TO VIGOROUS VALVES, GATE VALVES, WIRE LOCAiH)NS,HFATI IAYOUT,AUTOMARC VALVESBOxES, ExwPE t,~.~'" d PIAM GFlOWTH,THE LANDSCAPE ARCHITECT SHALL BE NORFlID PRIOR TO SUBMITTING fIEPHESTMATIVE PHOTOGRAPHS OF ALL TREE MATERIALS SHOWING PROPOSED WALTTI' (IENGnTasREnuikm SfREETHl BID AND COMMENCWG CON5TRUCRON.THE CONDmONS AAE CONSIDERID ACCEPTED BY AND ~ UPON ~ VALVE ~ SHOWN BY 1HE TRIANGULAR SYSTEM OF MFASURFJJIENS FROM 1Lt'~1 EASILY IDEPmmRID PERA4WENT FEATURES, SUCH AS Bl11LDINGS,Cl1RBS,WAl1(S,ETC. IxsERrIURI~E CONTRACTOR IF WRITEN NORFlCATION IS NOT RECEIVED BY OWNLA OR LANDSCAPE ~y n INSERreAReme>. IRRIGATION CONTROL VALVE ARCHf1ECi BEFORE COMMENCEMENT OF INSTALLARON OF THE MATEFIIALS.THE SUBMITTAL SHAD. RE IN AN 8-Yl° X t1' FORMAT AND SFVdL BE FRONDED IN 1HREE DRAWINGS SHALL SHOW APPROVED SUBSTTTURONS,IF AN1Y, OF MAIFRIAL I I E T 1 GLL POP SPRAY HI RING 81NDETiS W4Ai SEPARATE SECTIONS f-0R EACH AREA OF WDRKPRONDE FiVE INGUDING MANUFACTURER'S NAME AND CATALOGUE NUMBl7I.UP0N COMI'IETION,ALL SPRAY HEAD - ON FLEX P P DE AIL LANDSCAPE COMRACiOR SHALL BE RESPONSIBLE FOR PROVIDWG PROPER DRAINAGE FOR ~ SPRAYHEAD - ON FLEX PIPE 11~DN-PRESSURE REGULATING Date: APRIL 28, 2006 AIL TREES AND PLAN MATEAIALS.TREES SET T00 HIGH OR LOW MAY BE REIECTID, FOR APPROVAL INFORMATON NOTED ON THE PRINS SHAH. BE TRANSFERRED TO A REPRODUCIBLE 1O Nosate INSTalARDNDBraL NoscAle MYU4R BY THE CONTRACTOR. DRAWINGS SHALL BE TO SCALE AND All INFORMATION Scale: N.T S. INSTALLATi0N0EraL NO SCALE mSTALlATIONOETaL VE18FY PR~OSID FlNISH GRADES AND SET TREES ACCORDMGLY. SEE DETaLS FOR PLANTING, STAKING AND GUYMG.IHE LANDSCAPE CONTRACTOR SHALL BE LTiSPON5IBLE THE PAQJECi NAME AND LOCATON SHALL BE IABETID ON 1HE (ROM OF EACH BINDER SIIALI. BE RECORDED IN AN ORDERLY AND LEGIBLE MANNER.ON OR BEFORE RNAL Revision: FOR PROPERLY SECUPoNG ALL 1R[ES, PALMS AND LARGE SHRUBS IMMmUBT1Y AETEIi WRH THE CONRACTOR'S NAME, ADDRESS AND PHONE NUM[iER USTID ON THE INSIDE INSPECiION,THE IRPoGARON CONAIACTOR SFIALL DEWER ONE (i) REPRODUCIBLE HARDWOODS PINES No. Date: Description: PlAM1NG.ALL GUY WIRES SHALL BE FLAGGED AND ALL STAKES SHALL BE DRNEN FlRSf PAGE WiTH THE INDEX NIYIAR AND TWO (2) SETS OF BlUF1JNE PRINTS OF THE 'RECORD' DRAWINGS TO THE FLUSH W7rF SURROUNDING GRADE FOR PUBLIC SAFETY. LANDSCAPE ARCHITECT AND OWNER'S AGENT, THE DELNHIY OF THE PAINS SHALL NOT 42.THE LANDSCAPE CONTRACTOR SHALL MaNAIN THE LANDSCAPE,TURF AND IRRIGARON RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED DRIP LINE 1 x/0612006 As ep r City of SPECIFICATIONS WODO BARRIER Clearwater ORIPLINE I. M[MN0.1M RADIUS TO BE PROTECTED: Plannln~ SYSTEM fTJfl A THIRTY DAY (30) ESTABLISHMEN PERIOD AAER SUBSTANTIAL INFORMATON THAT MAY HAVE BEEN OMITTED. RETaNAGE SFTAIL BE RELEASE TO THE g A. HARDWOODS - 2/3 ORIPL[NE 22PlANT1NG SOIL f-0R ALL TREES AND SHRUBS SHALL CONSIST OF 60% PEAT, 20% COMPLETION AND RNAL ACCEPTANCE LANDSCAPE CDMAACTOR SHALL PROVDE ALL COMPOSE AND 20% WOOD PRODUCT FOR AERARON. PLANTING MIX SFIALL HAVE A pH OF CONTRACTOR AFTER THE °RECORD' DOCUMENTS HAVE BEEN SATISFACTOFllLY RC•CENED BY PLfSi1CVALVE BDx k B. CONIFERS & SABAL PALMS -ENTIRE ORIPLINE. 6.0-6.5 /MIX 25% PUWTING SOIL WITH 75% ONSiTE SOIL f-0R PLANTING SOIL ~R,EOUIPMEM,AND MATERIALS TO NECESSARY TO PROPERLY MAIMAIN 1HE SAE'S THE OWN(A AND ALL O1HFA ASPECTS OF HIS COMRACT HAVE BEEN MET. WTHCOVER LANDSCAPE AND NRFAREAS BY MDWING,EDGiNG, WEEDING,WATFJIWG,CONTAOLOF ELECmICSOLENDIDVALVE BACIQ-IU..TFiST SOIL OVER THE FMIRE SiTE AFTER FlLL OPERATONS FOR PROPER pH PESTS,FERRIIDNG,ANO PRUNING AS NEEDED ON A WEEI.Y BASIS. CLEAN UP ALL g ~ 2. UPRIGHTS - NO LESS THAN 2' X 2' LUNBER. $ ~ a 3. HORIZONTALS - NO LESS THAN 1' K 4' LUNHER. AND DRANAGE AMEND SOIL AS NECESSARY FOR PIANr MATBBa. REQUIREMEMS PFA AND PAVED SURFACE AREAS AFTER DAILY MaNENANCE CHEMICAL. SPRAYS ' 4. BARRIERS SHALL 8E ERECTED AROUND ALL PROTECTED SOIL TEST RESULTS.BACKFlLL ALL 1AEES AND SHRUBS AT THE FOLLOWING RATE: SHALL NOT BE USED FOR WEEDING. USE HAND LABOR TO REMOVE AIL WEEDS.MONTTDR GENERAL LANDSCAPE NOTES ~ 3147TOSEBIBWtmiLrDF3l4'H i05EBIBWIIHID'OF3l4'FIOSE ~ TREES AND PALMS, ANO INSPECTED BY CITY - REPRESENTATIVE BEFORE CONSTRUCTION BEGINS. THE IRRIGATON SYSTEM FOR PROPER APPLICATION OF WATER TO ALL LANDSCAPE AND TF~ES 3.5' CALAND GREATER =1 CUBIC YARD EACH TURF ARFAS.SPRWIQER HEADS SHALL BE OPERATED,INSPECTED,AND a>JUS1ID AS 90"ELL,PVCSCHEDULE40 :ll.-PVCSCHEDULE40 Qa ~ 5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A NININ0.IM OF 1 FOOT ANCHORED IN TREES 1' - 3' CAL/JO GAL =V2 CUBIC YARD EACH NEIN® FOR PROPER COVERAGE IMMIDIATCiY AFTER EVERY MOWING OPERATON. 1. The LandSCape ContractorShell grade planting beds, aS reQUlTed, to provide positive drainage and promote optimum plant growth. GALLON CONTAINER SQE =va Cuelc YARD FAG( 2. All recommends trees and plaid materials will be graded as Nursery Grade No.1 ar better as outlined by the Florida DepartrneM ofAgriallture GROUND AND 3 FEET ABOVE GROUND. SUPPLEMENT IRRIGATON SYSTEM BY HAND WAIEWNG FOR PROPER E5TAHLISHMENT. GALLON COMAINER S~ = 35 PLANTS PER CUBIC YARD Al)JUSi CONTROLIFAR TO APPLY ONE INGI OF WATER PER WEEK lO ALL LANDSCAPE AND and ConsumerServices, Division of Plant Irtduslry'Grades and Standards for Nursery Planis", 7fh Ed'ftion,1998 as revised from timeto time. b a~~a E AORESATRUCTIONRA OIHEAVYPEOUIPMENTLISLOUTAOFNG~ Job No. 06~J7~ GALLON COMAINFA SIZE = 65 PLANTS PER CU&C YARD TupF App, cDNmACioA's PTRSONNQ SWUl TAKE ALL NECESSARY MEASURES TO 3. All plarfing shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices. coIRRaL ~ ROOTED CUIRNGS~4' POTS = 6' DEPTH OF ANNUAL 8ED MIX SAFftYIAAD THE GENERAL PUBLIC FflOM ALT. ON-SITE MaNQJANCE ACffVTI1FR. ALL 4• All PlarTfs shall be fertilized with Agrifortn 20.10-5 tablets as per the manutadurers specifications in conjunction with note # 5. FURTHER INFORMATION MAY BE OBTAINED FROM THE LANG AREAS sHal. BE POLICED FoA LRTER, iRASFi, CLIPPINGS, OR OTHER DEBRIS DURING 5. The planting soil shall be the approximate proportions as follows: 5096 sand and 50% organic material consisting of native peat, wel6decomposed ' ba 23.ROOTED curnNGS, z• AND a• Por MATEPoAL sHAU_ BE PLANTED IN A s' oEPAi sawdust, leaf mold and to soil. It shall de a cod liable and thorou h mixed medium tvitlt ad uate aeration, drains a and water-holdin RESOURCE SPECIALIST AT 562-4741. PREPARED BED CONTAINING AN 'ANNl1AL BED MDC COMPOSID OF 13 P[AT,13 EACH NSTi, P P~ 9 P 9 ty ~ 9 9 m~~g COMPOSTED PINE BARK, f3 SAND AND DOLOMITE Wmi A 6.0-6.5 pH. TRTJAT R00T CapaTftifty. ft Shall a150 66 free Of all @XUanaODS detNiS, SUCK aS rDOtS, St011eS, We6dS, BtC. SCHEDUIE80 PVC NIPFKE AREA WITH 'ROOTS, INC.' ROOT FNHANCIA PER MANUFACTl1TIER'S DIRECTONS. 43A RECORD LOG OF ALL ON~TTE ACTTVmES WILL BE MAINAINID BY THE CONTRACTOR 6. All p?aming areas shall receive a 3 layer of recycled Hardwood lag mulch,which is to be wa6e>ed-in after installation. MaN uNl=_ FrmLrG FI~InuzE wmi 'OSMOCOIE' PER MAPIUFACNRER'S DIRECTIONS. AND SUBMATID TO THE ARCHITECT AT RNAL ACCEPTANCE 7. The plaid material sctredule is presented forthe convenience of the Landscape CordTacfor. In the event of a discrepancy beiween the plan and MAIN SUPPLYUNE the plant key, the plan shall prevail 2/3 DF DRIP LINE ~ Drawn by: Checked by: ENTIRE GRIP LINE 24.SHRUBS SHALL BE FLAMED IN CIRCULAR PLAN PETS WiTH A DIAMETER OF 16° 8. Plants shall meet size, container, and spacing specfipfions. Any material not meeting speafications shall be removed and replaced at the ~ ~ UPRIGHT GREATER THAN 1HE ROOTBALL OR COMWNHI.IR[1=S SHALL BE PLANTED IN GRCULAA NOTE THESE SPECIFICATIONS ARE THE SOLE PROPl7A'! OF TFARA TECTONICS DESIGN COidraCfOi"S expense. PAS WITH A DIAMEIHi OF 28' GREATER THAN ROOTBALL OR CONTaNFA MID GROUP INiELINARONAI, INC. NO REPRDDUCR?N, REVISIONS OR REUSE OF 1HESE 9. All free and ShNb IDCations are subject t0 change. All locafions shall be approved by the City Project Manager prior t0 piarlting. z UPRIGHT z JCB JT E ~ BACKFlLLID W7Ri PLANTING SOIL MDL REMOVE COMAINER AND CUT ROOTS TN 3 SPECIFlCATIONS M AUTHORIZED WITHOUT SPEGRC WM1EN PERMISSION. ALL RIGHiS 10. Ilia landscape COnh'actor shad be responsible for examining fulty both the site and the bid documents. Disaapanaes in the d1xxlTnents arthe PLACES FOR OPTMUM GROWTH. REMOVE TOP 12' OF BURLAP OR GROW BAG CONaNERS ~sEAVm. actilal site condfions shall be reported t0 the City Project Manager in writing at the time Of bidding or discovery. No account shall be made after IRRIGATION CONTROL VALVE _ contract Tlompletian for failure to report such condition, or for erars on the part of the Landscape Contractor at the time of bidding. ?LVE ~ HORIZONTA i7 HORIZONTAL z 11. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform the work set forth in this plan . • B• WITH PRESSURE REGULATING ATING IRRIGATION NOTES setandthespeafication 12. Plant material shall be bid as specified unless unavailable, at which time the City Project Managerwill be notified by telephone and in writing of ~ 3 I aIa DBiaL INSralAnoN DETaL intended changes. NoscaE Nsr RoN Sheet 1. A lax volume irigation system, that provides 100°k coverage to all proposed plantings, will be 13. Arty and ag questions concerning fire plan set andlor specfications shall be directed to the City Project Manager at (727) 562-0737. designed and installed by the Contractor. 14. There shall be rro additions, deletions or substitutions withotrk the wri0en approval of the City Project Manager. TREE BARRICADES 2. The proposed Irrigation System must meet or exceed all appliL~Me City code requirements, (i.e., 15. The landsgpe Contractor shall guarantee, in writing, plant survivability for a period of iweNe (12) months from final acceptance by the City CLEARWATER INDEX N0. 909, SH. 1 Bark Flnw Pmventirm_ Arrtomatir. Rain ShrltnlF QevirR_ Atr._ 1 Project Manager. 3. Irrigation shop drawings must be submitted and approved by the City prior to the Commencement of 16. All dimensions to be field-checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall be reported U// I work. immediately to the City Project Manager. N. T. S. L 0 .4. Irrigation system must be inspected and accepted by City Project Manager prior to installation of 17. All materials must be as spedW on the landscape plan. If materials or labor do not adhere to specifications, they will be rejected by the City mulch. Project Manager with proper installation carried out by Landscape Contractor at no additional cost. 5. Irrigation as-buih drawings, which accurately and dearly identify all modifications Wor substitutions, 18. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications. must be submitted prior to final inspection and acceptance. 19. No contractor identification signs shall be permitted on the project, except for the project information signs. 6. A T Well with 4° Pump will be utilized for this Irrigation System. 2o. Bdsting sod shall be removed as necessary to accomodate new plantings. 7. The Landscape Contractor must coordinate the placement and power supply for the irrigation control 21. Any existing sod areas that are unnecessarily disturbed during the landscape installation shall be resodded to match existing. timer with the City and the General Contractor. 22. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris generated during the SPECIFICATIONS AND DETAILS °"s"`~ installation of this project. . _ _ _ _ _ SECTION 73, TOWNSHIP 29 SOU~N, RANGE 95 EAST 1 • f , PROJECT BENCNIJARK No, 2 NAIL ~ STEEL TAB ELEYATlON ~ 57.J2 ffET - 4 uW. OURB INLf7 LOT z° 4 I LOT 4 ,CDT ~ , . ~ ~ ' ~ FCN 3'x3' S 89 22 53 Ej'FSdCM y0 f£NCE CORNER JO' PArM _ 4 ~ 0.2 N CHAfN 11NK v -1 - - s~- ~ . . C1WN uNK FENCE . 1.3p.Q0'(P&M ENO H°,osw ~ s' weofl FENCE' .:a SW 57GN 16.24" , U CORNER SIGN 0, C, ,Q ?AINACE EASEMENT h~~x .N , -`•9.8' I : X 0.11N a/C 5 DRAINAGE EASOITENT ~r I ~ , ' ' .....-•.,-r.-fir.:..+*.~,;,,.,....,,...........,. ~ • 8T 2B•5 _ X 27. ~ _ ~ ~ „ _ y0: I ~ ~ SNED~' s~ I ' ' : . o • o 23.4 . { I r. ~ h NOTE I ~ o D, .o' I; a x r,-~.T. -THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A k m to ~ ~N ~~,-.r COMPLETE AND UP-TO-DATE TITLE REPORT. EASEMENTS.. w AND OTHER ENCUMBRANCES MAY EXIST OTHER THAN AS • I ~ Q SHOWN HEREON, ~ a 1 • ~ BONE STORY ~ ~ ~ L , - „ CONCRE7;E BLOCK ti a THIS PARCEL APPEARS TO LIE IN FLODD ZONE X PER o ~ ON E STO Y. CONCRETE BLOC! 0 FLOOD INSURANCE RATE MAP, COMMUNITY Na. 125096, A/ • - • • • ~CREfE BLOCK. BUILDING a.. No 407.-~ 1/2 ~ O , Q /,NO `405~~~ PANEL No: 0109 G, MAP No. 12103C0109G, EFFECTIVE , ~ ~ i • • - - • I I, ~ a LFE. 59.07, Uo 405~~~ LFE - 58.81' x X9.07 s~~ DATE SEPTEMBER 3, 2003 NATIONAL FLOOD INSURANCE ' ~ y PROGRAM, FEDERAL EMERGENCY MANAGEMENT AGENCY... - ' I ; < Q ' .o' 6 1. S _ R " • -BEARINGS ARE REFERENCED TO THE EAST RIGHT OF-WAY N ..X LINE OF PEGASUS AVENUE, BEING N 00'3159 W (ASSUMED), y~~ ~ lya~ I ~ -ELE1/ATlONS ARE REFERENCED TO PlNELLAS COUNTY ~ p ll • BENCHMARK BREEZE U yVVV,, ~ BL ~CX~,~ 8 ELEVATION = 64.84 FEET (NAVD88). ~ 9• i ?ao W \ i~ I; . b9 180 -ELEVATIONS SHOWN HEREON ARE 1N NORTH AMERICAN x. X 71 ~X > I W I I VERTICAL DATUM OF 1988 (NAV088). ~ h~° ,.1 y a I ' W ~ I cp 11, ` ~ • u . ~ I ~x ~ I~ b ~ . ~ ~ a p Q lL 6 ~ ~ ASPHALT PAYEdlENT o ~ ; y~.A 3 - N 70, OF-LOT 5 ~ _ ~ ~ OF'' LOT 5 e PROJfC1" BENCHMARK Nn, 11 ~ I :I ~ ~ ~ NAIL.@°57EEL TAE' , ~I f ELEVATION 458,01 ffEl ~ ~ . ~ ~ ~ , ~I ~ a IJD.00,(P&ALZ 'C~ ~ ~ FOUND NAIL Ee WASHER - ~h N:• PUTTED LOT UNE . V'•' UTlED LOT LINE ----I...; Wn II I 16, ~4 ~ S 60 OF LOT 5 - I ' OF'LOT 5 ASPHALT 'PAVEMENT I OrM', / ` J I ; 31 ~ EDCf OF PAVEMENT' 33 ~ 5~ - ~ _ _ - ---jl- - - - - - I~ y3 ,r.:• -~F--' - _ ~a$ EDCE OF PAVEdif1JT I ~E I D F~ ~r~ A e~ vroD ^ X~' , , r~ ~ z~ ^ ~I • 9' EDCE OF PAV£AfENr 1D.8'" - ' X A 30.0' a~ I yob. I' X~,A 'rr+ 11• i DESCRIPTION (AS FURNISHED): . >~r• . Ega r: LOT 5, BLOCK 8, MAP OR PLAT ENTITLED .j 2.5' p ? 3.2 ~ Q~ „UNIT C OF SKYCRE T ! " S SUBD VISION , AS 0 12,5 / • E r,.~. m~ RECORDED IN PLAT BOOK 2B PAGE 30 OF 1 `4„ w ~ TH P E UBLIC R COR E DS OF PIN ELLAS CO N U TY s~ 1 • FLORIDA.. a w o~ ~ a { ' W :V $ W W ~ ~ ~ ~ ° W oNE sroRY 4 ~ ,N ~ / ' ~ ° o ~ CONCR I ~ o Q ETE ~ ~ >a a BLOCK 1, 2 ;g ry v /0 ~ ?STORY { . ~ j,,,~ BUILDING g , ~ • CONCf~ETE 6LOGK ? t ~ ~ • o~ . ~No. 409 ~ LFE x.58:92 BUlLL)ING~ o' p. k.~ : e ' e Z. ~ ~No , ;407 3 # ~ 'LFE 59.07 f { I: 2~ a a h y ~ ~ ~ .r m i r: i i ' ~ ~ , ~~ya 2 i r: ~ ~~Y j ~~'S ' £DCE Of PAI~£dlENr 'X 0' r h .Wn~r M4 Y!t~ rf~5~i r,+5%i~i:.'r!!%.?M,+i. 1.~ ~ 41 t ~ rr r S~ o r ` CONdhE]'E r ~ . r ; . PROJECT BENCHMARK No. 1 yi`. - FCAI 9'x4" XSB,3 N:. ONH' N' 89~I2~Jr'3 YY PR''M 9~x ~N ~x 6 PLAT BOUNDARY NAIt ~ STFEt. TAB .w.(>a~,u) . - - ZaJ- wNaARr ".130.00' P&M ElEYATlON ~ 57.71 fEET ~ i ; NW WALL CORNER AHW i ~ 1A'S, f.2'E rREE LECENa ~ - NE wAti fCM 3x3' S CORNER . D.O4 N 02411' s ' • =CHERRY r. r s ~ ORIGINAL UNPL4TT RECEIVED' UNPL4 TTEL) LAND. _ ? = clrRUs MAC 2 `5:2006 = MAGNOLIA PLANNING DEPARTMENT • =OAK CITY OF CLEARWATER = PALM ' s • = UNDETERMINED - c RT1FE CERrlFIED ra' ~ M'ICNAEL BAKER ~48S4CIATES' _ UNITED LAND.SURV~')'ORS and PLANNERS AMERICA - UN/TEI) LIBERTY TITLE, INC. - 22o saurN sA~oRD .avFNUE . ' AMERICAN NATIONAL TITLE SERI/1CES, 1NC. ~ raRponr spRiNrs ~-oarna..xafi>~~ ~.~h - AMSOUI AUSOUTH BANK'. 9J8-5028., - FA -(72?) 9J0 zf6B~~I~r J,"1~~•;`~ ~~y~,:{• LEGEND AN ABBR DNS AUIHORI7A110N NUMBER LB 1019 , = CENTERLINE, FIR = FOUND IRON ROD, = POWER POLE _ LIGHT, POLE, C S =CONCRETE SLAB M = MEASU fD, (P = PER PLAT, ® = WATER METER, BT = BUILDING TIE, DATE OCT 5, 2004 SCALE 1 D' HEREBY , T KETCH OF SURVEY. =PERMANENT CONTROL POINT A C = R CONDITIONER, OHW - - , OVERHEAD WIRE 7S TRUED C lNA AlEE7SFIE,`MINIMU~! TECHNlCA[ S7 RD FDRTH l 511ORIDA STA1 R = RIGHT OF WAY, N = NORTH = SOUTH, E = EAST W = WEST, F = GUY ANCHOR, CONC. = CONCRETE, SIR -SET 1 2" IRON ROD No. 4086, (BR) =BEARING REFERENCE, s aAND ~D Fit. -SKYCRS58-T SURVEYED By FIL d1F c RVK NaARD c7 y610»"6, r1Wi QD r i~) 7 WIC =WITNESS CORNER, PRM =PERMANENT REFERENCE MONUMENT, iFE = LOWEST FLOOR ELEVATION, F.9 644 PAGE 72, 74 DP,4My BY ;RAC XO.00 = EXISTING ELEVATION, LB = LICENSED BUSINESS, FCM =FOUND CONCRETE MONUMENT" REVJSIONS NQP VAUD WIINOUT 7N£ S1CNAIUR£ AND DRIG7NAL RAISED SEAL CF'A FLORIDA UCENS£D SURVEYOR AND.; MAPPER. - i ~FR~.Q_ SAN