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FLD2007-06022
FLD2007-06022 I 24275 US HIGHWAY 19 N MATER KEY MINI STORAGE EXP~NS PLANNER OF RECORD: WW ATLAS # 255A ZONING: C LAND USE: CG RECEIVED: 06/27/2007 INCOMPLETE: COMPLETE: MAPS PHOTOS STAFF REPORT: DRC CDB: CLWCoverSheet ^ 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 $ Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 CASE #: /"L~.Oo?OD~~- d~ ~oZ•oZ RECEIVED BY (staff initials): DATE RECEIVED: 'O~1GINAL i-lit~ tt `` ~~A' y ~_ JUPtl ? ~ 2~0f PIANNINC OEfJ~Tt~AENT CI1Y OF CLEARWATER ~ NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 04/28/2006) -PLEASE TYPE OR PRINT` A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: _~ L „~ ~ ~-~~~~~p- _~!~ c~~~ ~- MAILING AUDRESS: - _....___...~(.f._-~r.~...._/~2` ~~...i_.._...c~_.~%.........,~r/_~_°._..~.r~ !'_u~_~c~~ _' f..._.~~_` __3_3...766.. PHONE NUMBER: - aj .. ~ FAX NUMBN2: _ ~ .- ~j 3 ~ _........Z_z7 -----~_~__.._ ~!~~._..._._ _ 7~.7 ~ ---...._._._........._..... PROPERTY OWNER(S): ~'j f~S-f~.r~~ /~..S.S~~ Gi LC"'f'~ / List ALL owners on the deed x ---------------__---....---------------. _._..---------------------- ---------- AGENT NAME: ~Q,1e~~, ~Q ~'i~ ~ y __ MAILING ADDRESS: ~ Z, a ~ t--~-ia Ov ,c.l ~e r ~ ~' • S'f PHONE NUMBER: -7Z.'7,. ~~C/._ ~L~ FAX NUMBER: 7~ ... 1f(E r")~ ~,` CELL NUMBER: _ ~~~_-~O~ - Z©~''] - E-MAIL ADDRESS: ~~~~~~~~~ n B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: ~~ }rC~V /I7,'e7L --S{2t:e~~tC ;~5/o~ROJECT VALUATION: STREET ADDRESS ~V 27~ foS / j /~~'-/~e~rje~~'~r, ~~• PARCEL NUMBER(S): PARCELSIZE (acres): s' ,- t' PARCEL SIZE (square feet): LEGAL DESCRIPTION: tea.,, tr! f~~,-,~~~ PROPOSED USE(S): _ ~ 1f ._ c.JQ__.._.....__....__....._..----------___...__-- DESCRIPTION OF REQUEST: _._.R~_~...._"~'10.n._..._.f7~...-.._/~)_~.5~0_._S.r...._U.~...._~'i?._4.._"S Specifically identify the request -• .. (include number of units or square -------~~ ~~.f1l--C--~-~ ~ ~-~'- --=-- ~-=~' ~ ~r~`- ~'$ ------------ footage of non-residential use and all l~i~ n_d~yg/~t ~~~~,r~~ ~ Z. ~ c~~,~S requested code deviations; e.g. `~ reduction in required number of ------._.._..._--_---------------...._..--_--- --------------...-------_-__-- parking spaces, specific use, etc.) i`~4,/~ 6 . .,.~,~• -Y--_____ ___. ~v ~ S:\Planning Department\Application Forms\development revievd\2006 Forms\Comprehensive Infill Project (FLD) 2006.01.doc Page 1 of 8 t r t# DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR}, A PREVIOUSLY APPROVED PLANNED UNI DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO;~ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4202.A.5) ^ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7} - ~ D. WRITTEN SUB ~ Provide complete n 1. The proposed deve is located. - ~~~~ -- - ---.._~r..0 __.- ~r'4~ L6_ 2. The proposed deve impair the value the ---- ~~- 3. The proposed deve) ---- ~ 4. The proposed deve) ~ . 5. The proposed devel~ 6. The design of the pr adjacent properties. S:\Planning `" V1/RITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Int~ll Redevelopment Project Criteria) ^ Provide complete responses to the eight (8) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA -Explain how each criteria is achieved, in detail: 1.. The development or redevelopment is otherwise impractical without deviations from the use and/or development standards set forth in this zoning district. ~~ ~ lYd ~1t / rl'ltel»1 ~ win ~r d~ i~~ ~ w~ 5 n ~flP'o~rT 3~c>r ~s Z o 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district --------__~ ~_ .._ ~L~ ~ . ~X i~ ~~n-~ _~_ 1~ L` S'~?s - -~~-y ----- 3 ate'- - -~' ~°ie J - ~ --------- --- --- 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. --- ------- - , tVr~ ------ 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. PLANfVI1V6{3E~~or"cTiVIENT -- --.......------------S.e~__ ~laov~..-_....---------- -------------- -. ~ --- ~ti~~~tEtRR't~T~R----- 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local econorriy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor, d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. 6. Flexibility with regard to use, lot width, required setbacks, height and off-sVeet parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ^ Changes in horizontal building planes; ^ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ^ Variety in materials, colors and textures; ^ Distinctive fenestration patterns; ^ Building stepbacks; and ^ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. S:\Planning DepartmentWpplication Forms\development review\2006 Forms\Comprehensive Infill Project (FLD) 2006.01.doc Page 3 of 8 E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria I 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 stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. D If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. C~~~~'''/ At a minimum, the STORMWATER PLAN shall include the following; Existing topography extending 50 feet beyond all property lines; ~~r®®®//// Proposed grading inGuding finished floor elevatior~ of all structures; Chi 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 stormvrater 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 appligble ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): 6~T'Yf~ Stormwater plan as noted above is inGuded 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 (incuding 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, inGuding 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; /CyY LOCATION MAP OF THE PROPERTY; 1l`ll:l PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of ~•U 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 I 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); ORIGlNAt COPY OF RECORDED PLAT, as applicable; ~.,~°- -- JUN 2'7 2007 PLANNtN6 ~Ef~e"c~Vlf NT CIiY OF CLEARWATER S:\Planning Department\Application Forms\development revievd\2006 Forms\Comprehensive Infill Project (FLD) 2006.01.doc Page 4 of 8 • • G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A) ^ SITE PLAN with the following information (not to exceed 24" x 36"): Y _/ Index sheet referendng individual sheets included in package; J ~/ North arrow; --- Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; _ +J Ali dimensions; _... / Footprint and size of all EXISTING buildings and structures; ~_;,/ Footprint and size of all PROPOSED buildings and structures; Y ,/ All required setbacks; J__~ All existing and proposed points of access; 0 t/ All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and spedmen trees, induding O 4/ description and -ocafion of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; J ~ Logtion of all street rights-of-way within and adjacent to the site; Location of existing public arnf private utilities, induding fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas O___ __ and water lines; / All parking spaces, driveways, loading areas and vehicular use areas; 0 / Depiction by shading or crosshatching of all required parking tot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening Q ~// {per Section 3-201(Dxi) and Index #701}; p ~/ Location of all landscape material; ............ J / Location of all onsite and offsite storm-water management fadlities; _~ Location of all outdoor lighting fixtures; and _~Location of all existing and proposed sidewalks. ~ SITE DATA TABLE for existing, required, and proposed development, in vuritten/tabular form: EXISTING REQUIRED Land area in square feet and acres; ~S7AG /~ ~/~7 S ~' ---_.. "~~umber of EXISTING dwelling units; ti~A •-~• Number of PROPOSED dwelling units; ~1/~P~ ______ _._ Gross floor area devoted to each use; ~9~: ~~ t~ /Parking spaces: total number, presented in tabular form with the /_ number of required spaces; _ / ~ ____________ Total paved area, including all paved parking spaces & driveways, ~ t~._/expressed in square feet & percentage of the paved vehicular area; L'~l ~i e(' ~ ~ 1 Official records book and page numbers of all existing utility ~ _ __ easement; _______ ______ X ___ Building and structure heights; _ _ _ _ }_ __ Impermeable surface ratio (LS.R.); and _____ `7 ~^ •_~ •l _ y Floor area ratio (F.A.R.) for all nonresidential uses. __- ;~$~• CJ L_ REDUCED COLOR SITE PLAN to scale (8 %x X 11); ~ FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: J_/_ One-foot contours or spot elevations on site; /_ r// Offsite elevations if required to evaluate the proposed stormwater management for the parcel; N _ / All open space areas; / Location of all earth or water retaining walls and earth berms; J __/ Lot lines and building lines (dimensioned); J~ /Streets and drives (dimensioned); o / Building and structural setbacks (dimensioned); ............... / Structural overhangs; ................... PROPOSED //a ~/d9' ~~ ~i~ ~b ~~1 ~~7_~~_~f z~t~ ~E ---- ----- ------ ~~ ~ ~~..~ ORIGINAL IVY ~u~ ~~ zoo? pLANNINGOEI~~4FcTM~ENT CITY OF CLEARWATER S:\Planning DepartmentWpplication Forms\development review\2006 Forms\Comprehensive Infill Project (FLD} 2006.01.doc Page 5 of 8 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 41102.A) LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): _ ~/ All existing and proposed structures; __ r// Names of abutting streets; d 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 induding landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by spades, size and locations, induding driplines (as indicated on required tree survey); ---- _ _ Location, size, and quantities of atl 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, spedficafions, quantities, and sparing requirements of all _/ existing and proposed landscape materials, induding botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants induding 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 %: X 11); COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landsgpe assoctated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A.23) BUILDING ELEVATION DRAWINGS -with the following information; All sides of all buildings; Dimensioned; Colors (provide one full sized set of colored elevations); Materials; Sight visibility triangles; REDUCED BUILDING ELEVATIONS - same as above to scale on 8 % X 11. ~~~7~NAL ~ vai.i JOIN 2 7 2007 PLANNING~Ef~e2TiVIfNT C1NOF CLEARWATER SIGNAGE: (Division 19. SIGNS !Section 3-1806) ^ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ^ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ^ Comprehensive Sign Program application, as applicable (separate application and fee required). ^ Reduced signage proposal (8 %2 X 11) (color), if submitting Comprehensive Sign Program application. S:\Planning Department\Application Forms\development review\2006 Forms\Comprehensive Infill Project (FLD) 2006.01.doc Page 6 of 8 ~Rt~lNAI. K. TRAFFIC IMPACT STUDY: (Section 4202.A.13 and 4801.C) ~u~ ~ ~ zoo7 ~ Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: PLANNfNGflE~>°~~NT • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. C~N ~F ~~ARWA~R • Will generate 100 or more new vehide directional trips per hour and/or 1000 or more new vehide 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 fist of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (!TE) 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 inducted. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each fuming movement at all intersed9ons identified in the Scoping Meefing. ___ Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. 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 capadty. 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 CalculationsNVater Study is included. Fire Flow CalculafionsNVater Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, ad<nowledge 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. Signature of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Swom t d subscribed before me this % 3 day of A.D. 20~ to me and/or by QYr~n /LI ~'J C~'-/ Gi;~irlamvho is personally known has prod as ' entifi lion. Notary public, My commissio expires: ~~ f/ ~/~~/~ S:\Planning DepartmentWpplication Forms\development review\2006 Forms\Comprehensive Infill Project (FLD) 2006.01.doc Page 7 of 8 N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed -PRINT full names: Master Key Associates VIA, a Florida Ge~er~l Partners tip 2. That (l am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 24275 U.S. HWY 19 N., Clearwater, FL 33763-4068 3. That this property constitutes the property for which a request fora: (describe request) Aciriitinp of 1~i 75~ S F of mini-starac}e , Existing parkins 12 seaces, nr°~sed parking 20 saaces 4. That the undersigned (has/have) appointed and (does/do) appoint: Galen J Hofmann PE 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 censider and ad on the above described property; 6. That see 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. uthori hereby certify that the foregoing is true and correct. That ), the unders ig ne d a - Y ~ ~ Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS e P aws of the State of Florida, on this ,~ a~ ~ c day of Before me the undersig n ed, an officer duly commissioned by th ~I f ~ t _ ~~ O`Q ~ personally appeared J I1 Gf Y'O l~1 ~ . C.~Q 1)/~'1ci iri who having been first duty sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. • •l•M~~ -'g~r~= C~ir~es5/14 N~~ ~. i t ` ~''~c~w~y'~ Figida Nowy Itpn., lnc C ...«..».~•~~ Notary Public Signature « w ... w. Notary SeaUStamp My Commission Expires: ~~ /~~ ~ / O ORIGIIW4[. RbCf,!V~ .-U~I 2 7 2007 PLArN~NIiVef~{3Ef~dcTilJTfeENT C:1Documarrts and Settings\RlC4My DocumentsitemplFlexible Standard Development (FLS) 04-24-07.doc ~1! F O` •r~,~W,AS C~ Page 7 of 7 MARK BROPWN 8651 DUSTY LANE NEW PORT RICHEY, FL 34655 727 542-2356 February 16, 2007 Mr. Galen Hofmann. P.E. 8620 Airway Boulevard New Port Richey, F134654 Re: Master Key Storage Galen, At your request I reviewed the pond area located behind Master Key Storage located on US 19 in Clearwater, Florida. The results of the investigation are as follows. Master Key Storage is a series of buildings running in a west to east direction. Paving comes to the entrance of each storage unit. The water runoff is from west to east and flows down the inverted crown in the center of the paved area to a pond area located in the rear (east end) of the site. The reaz pond area is bermed on the north, south and east sides with a chain link fence at the top of the berm. Vegetation within the pond area is primrose willow, Cazolina willow, broom sedge, centella and frog-bit. Brazilian pepper covers most of the top of the berm. No control structure was observed within the berm area to allow for the release of water into the surrounding wetland. The property to the north of the berm appeazs to be a wetland comprised mainly of Brazilian pepper with small amounts of chain fern as understory. To the east of the pond is also a wetland area of mainly Cazolina willow and Brazilian pepper. The southern edge of the pond is in trailers. The pond area is the reaz of the storage facility should be considered a surface water by the Southwest Florida Water Management. It is presently being used as water quantity and water quality storage. If you require any additional information, please contact me. Sincerely yours, ~~~~ Mark Brown ~~1 ~~ €~,~ 2'7 2007 p ~N~ ~LE~t1NA[ERl ~. w. Thin Blue Numbers =input data D~1~ Red I'3ube~s =Answers ~ ~~~ ~°I~~ ~~ ~®r~~er~~rati~~ Development Condition (pre or post) Sheet Flow: 1. Surface Description (table 3-1) 2. Manning's Roughness coeff., n 3. Flow Length, L (must be < 300 ft) 4. Two-yr, 24-hr rainfall, PZ 5. Land Slope, s 6. Tt = 0.007. (n.L)o.s / (Pzo.s , so.a) Shallow Concentrated Flow: 7. Surface Description (paved/unpaved) 8. Flow Length, L 9. Watercourse slope, s 10. Average Velocity, V (figure 3-1) Channel Flow: 12. Cross Sectional Flow Area, a 13. Wetted Perimeter, PW 14. Hydraulic radius, r = a/Pw 15. Channel Slope, s 16. Manning's Roughness coeff., n 17. V= 1.49•r213.s'~2/n 18. Flow Length, L 19. Tt = L / (3600 . V) 20. Total Watershed or subarea T~ Table 3-1 f 0.24 (see Table 3-1 of TR-55 at right) 0ft 0 ft/ft 0 ft/s Dist/D! hr = ~#D~4dJOf min 300 ft 4.1 inches 0.0317 ft/ft 0.42 hr = 25.25 min 0 sq ft Oft flft 0 ft/ft 0 .0.00 ft/s Oft 0.00 ft/s 0.00 #DI~/0! hr = ~`Di1f/l`~I min Surface de Smooth su gravel, or k Fallow (no Cultivated Residue cc Residue cc Grass: Short grass Dense gra: Bermudagi Range (nai Woods:3 Light under Dense and The n val (1986). z Includes grass, blu s When sel is the onl ORI~INq(. JUN ~ 7 2Q07 PIANNIN6 ~Elc~r"cTiVfEN1~ C1iY OF CLEARWATE~2 ~~~y5~ ~-~s-~~ '1 . • Stormwater Analysis Chapman Mini -Storage Expansion Existing Data -Assume Vacant Total Area = 4.57 acres Existing C = 0.2 Brush Brush Muck Existing CN = .333 x 30 (a-soil) + .333 x 73 (D-soil) + .333 x 90 CN=9.99+ 24.31 +29.97=64.27 Tc = 25.3 minutes S = 71.5-62 = .0317 300 Proposed Data Total Area = 4.57 acres Impervious :Bldg = 2.090 ac Asphalt = 1.360 ac Pond at El 62.0' = 0.497 ac --------------- 3.947 ac Proposed C = 3.947 ac x 1.0 = 3.947 +0.623acx0.2=0.125 --------- ------------ 4.570 ac 4.072 Proposed CN = 3.947 ac x 100 = 394.700 + 0.623 ac x 64.3 = 40.059 ----------- --------- 4.570 ac 434.759 tc = 10.0' minutes Proposed C = 4.072 = .891 4.57 Proposed Cn = 434.759 = 95.1 4.57 ~RIGI(V14L N~if3 JINN 2 7 2007 PLANNINtS ~Ef~icTiVIfPIT C1NOF CLEARWATER 1 Pond Data 2 to 1 slope El. (ft) Area (ac) Volume (ac-ft) 58.0 0.497 0 59.0 0.497 0.497 60.0 0.497 0.994 61.0 0..497 1.491 62.0 0.497 1.988 As shown SHWT = 58.0' 1"treatment volume = 1" x 4.57 ac = 0.381 ac-ft 12 Set weir @ SHWT + 1" treatment volume = 0 ac-ft + 0.381 ac-ft = 0.381 ac-ft = E158.77 ft Set weir @ 58.80 feet ORIGINAL lU~ JUN 2 7 2001 PIANNIIVC ~E~~ii'ibIENT CITY OF CLEARWATER Master Key Mini-Storage Orfice Design 1 Volume in 60 Hours = 0.381 ac-ft = 0.191 ac-ft 2 2 H=H1 +H2 =0.8+0.4=0.6' 2 2 Q = 0.191 ac-ft X 43,560 = .039 60 x 3,600 A =~ _ .039 = .039 = .0105 .5 .5 .6(2gh) .6(2 x 32.2 x .6) 3.73 D =~4 x .0105) _ .116' = 1.39" dia orfice at El 58.00' 3.1416 36 Hr Bleed Down = .0105 cfs x 36 Hr x 3600 = 1,361 cf = .0031 ac-ft 36 Hr Bleed Down Elev. = 0.381 ac-ft = .031 ac-ft = 0.35 ac-ft = E158.T ORICIAlAI. R&C~N~© .~t~N x'71007 PLANI~IIIV6 {3E~~iTiVIE ~T CItY OF CLEARWATER advanced Irtercennected Channel & Pond Routing (ICPR Ver 2.20) [11 Copyright :995, Streamline Technologies, Inc, 25 Y4 24 HR STGRi9 ~~~rT~~~~, Input Report ~~~x~~~~~~~T~~~~~~rr~~:~~~~~.~::~~~~~~~xT~~T~~~~~~~~~z~~:~~~~~ --------Class: Node_________________________________-._________---------___.___.-__ Nsoie: i Base Flow(cfs}: 0 Tnit Stage(ft}: 58 Group 845 Warn Stagejft}: b2 Comment: Stagejft) Area(ac) 58 0.497 59 0.497 b0 0.497 51 0.447 62 0.497 _..__-----C?ass: Node-------------------------------------------------______..------ Name: 10 Base Flow(cfs}: 0 In.it Stagejft): 57 Oroun: BASE: Warn Stage(ft.): 58.5 Comment: iilt8(hrS ) 5tagej ~ t ) 0 57 1b 58 .;, 24 57 ' ______-..-Class: Bas:n------------------------------------------------------------- 8asi;i~ 1 Node: 1 Status: On Site Type: SCS Unit Hydr Sroun: 6~5i; l.~nit hydrograp;~: UH256 Peak Factor: 256 Rainr'a.l File: FLNUn Storm Durationjhrs): 24 Rainfall ~mount(in): 4 ~eajac): 4,57 Concentration Time min): 10 Curve ~: 95.1 Time Shift(hrs): 0 GCIR(%)~ 0 --------Mass: BaS~n------------------------------------------------------------ 8asin: 1-PR:: Node: 1-PR~ Status: On Site Tyoc: SCS Unit Hydr Sroup: ,~51-. Unit Nydrograph: UH256 Peak rector: 256 ~air~fall File: FLMOD Storm Ouration(hrs): 24 Rainfall Ar~u~unt(in): 9 ~rea(ac): 4.57 Concentration Time(min): 25.3 Curvy ~' 64.:3 -lime Sh.ift(hrs}~ G L)fIA%~'): u ®RiGINAI. ~~ JUN 2 7 2004 PLANNING aE~°~c~NT clN of o~FA~wA~~ Advanced interconnected Channel ~ Rond Routing (ICPR Ver 2.20) [21 Copyright 1U9~, Streamline Technologies, inc. 25 YR _'4 11R ST1RM ~.TrT*:K"~~a,°~ Input Rep ort ~%~~T#~T~~#~~~~'#~~~~~k#$rT#~~#~~~'+'~m~T~~#T~T#:F~~T~~m#~`#~TT ______--Class: Basin ---------~ ._-------------------------- ----------------------- Basin: 10 Mode 10 Status On Site Type SCS Unit Hydr Group: BkSE Unit Mydrograph. UN25G Peak Factor: 25G Rainall File: FLM00 Storm Duration{hrs): 24 Ranf311 Ai110lint!Inl: a Area(ac)~ 25 Concentration Time(min)~ 60 Curve ~: 90 Time Shift(hrs): 0 OCiA~ ,;~~ 0 - __----;;lass: Drop Structure--------------------------------------------------- Name: R-1 From Mode 1 Length(ft): 20 Group BASE 'o Node: 10 Count 1 Outlet Cntr.l Spec Use do or tw !'pstream Geometry Circular UPSTREAM Span{in)~ i8 Rise(in): 18 invert(ft): 55,72 Mapping's ~!~ 0.013 ?op Clip{in): 0 Bottom Clip; in ): 0 inlet Cntri Spec: Use do Downstream Geometry: Circular COWMSTREA) i8 .1.E 5b.38 0.013 0 0 Entrance loss Caef: 0.5 E;; ii: toss Coa'i : 0.5 Flow: Bvth Equation: Aver Frict Slope +Jpst.ream FNWA Inlet Edge Description: Circular Concrete Square edge w/ headwall Downstream FHWA Inlet Edge Description Circular Concrete: Square edge w/ headwall T.~~ Weir 1 of 1 for Drop Structure R-i ~~T (?ABLE] Coupt: 1 Bottom Clip(in}; 0 Type: Mavis lop Clip(in): 0 Flow: Bath Weir Discharce Coef: 3.33 Geometry: Rectangular Orifice Discharge Coef: 1.5 Span(in): 7 invert(ft): 58.8 Rise(in). 38.4 Control Elev{ft ): 58.8 ORtGINAI. I•~~ JUN 2.7 2007 PLANNING~E~~"eTN1ENT CITY OF CIEARWATER Advanced :interconnected Channel & Pond Routing (ICPR Ver 2.20? (31 Copyright i9~~5, Streamline Technologies, Inc. 25 YR 2G HR STORM ~mf:f~~aX~%r ,i npUt Reporv mT~%n~~~m*~~m:~m~m~~~nm~~$~~~T~~%n~~%r:~~$T~~~$~~MT~M~~~~$~~~ --------Class: Simulation------------------------------------------------------- C~\IC?R2\CNAPMAN\CHAPMAN\CHAPMAN Exec~~tion: Both Neader~ 25 .'R 24 HR STGRPI ________;HYDRAULICS--__________..--------.--------HYDROLOGY-------------------- Max Dc^lta 'L ;rc}~ 0 Delta 2 Factor: 0.01 Override Defaults: Yes Time Step Optimizer 0 Storm Dur(hrs}, 24 Crop Structure Opiimizer: 0 Rain Amauntf,in}: 9 Sim Start Timefhrs): 0 Rainfall File: FLMOD Sim Lmd Time(hrs}~ 30 ~',1!i i'.aiC I:meI.SEC)~ ~ '~iax Cale Timefsec): 5 To Hour. PInc(m in}~ To Hour: plnc(min}~ i2 15 3b 5 16 5 2~ 15 __.._...----GROUP SELECTIONS -------~---- ----------------------------------------- T BASE IG?/~5/O1' C)RIGINAL f~ffiB JUN 2 ~ 2007 PLANNING ~DEf,~icT~VIfNT C1NOF CLEARWATER i ~ Advanced Intercor~nectAu Channel & Pond Routing (ICPR Ver 2.20} I?] Coryright 1995, Streamline Technologies, Inc. 25 '.R 24 HR STORN ~~~~TT~x~~ Basin Summary - CiiAPMAN ~~~~~~~~~~~~~T~~~*~~~~~~~~~~~~~*~~~~~*#M~T~~~ TTY Basin Name: 1-PRE 1 10 ~3raup Name BASE BASE BASE Plede ivame~ 1°PRE 1 lU liydregraph Type: UH UH UN unit iiydrOgra~h: U~i25b UN256 UH256 Peaking Factor 256.00 256.00 256.00 SPec Time Inc (min}: 3.s7 1.33 8.00 Comp Time Inc (min}: 3.37 1.33 8.00 P,ainfall File: FLMOD FLMOD FLMOD Rainrall Arr~oi~nt iin)~ 9.OG 9.OG 9.00 Storm Duration (hr}: 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE Time of Corc. (min}: 25.30 IU,GU 60.00 Lag Time (hr}: O:OC O.CO O.DU Area !acres j: 4.5 4.57 25.00 tiol of Unit Eiyd (in}~ 1.00 1.00 1.G0 Ctirue Number 54,30 95,10 90.OU 'JCIA (o}' O:GO 0.00 0.00 Time Nax (,hrs}~ 12.26 12,04 12.5? Flog ~~lax (cfs}: 9.57 24.41 51.90 Runoff Volume !in). 4,63 8.41 7.19 Runoff Volume (cf}~ 1b733 139466 706$41 ~RIG~-V,gl, ;~f~ JUN 2 7 2007 P1AiVNiN~~DE~F~"cTi1Ji~NT C1N OF CLEARWATER ~d~~;anced Interconnected Channel c Pond Routing (ICPR Uer 2.20j Ce;}yright 1995, Streamline Technologies, Inc, 25 iR 2G HR MORN ~x~~~T~~~m Link Maximum Cendiiions - CHRPMAN ~~~~~~~~~~TT~~~T~~~~~~~~~~~~~~~~~T~~~T~:~~~~~~:~~<~~TT~~~~~~~~~~ (lime units -hours) Link Group Max Time Maz Flow Maz Oelca 0 Maz Time Maz US Stage Max Time Naz D5 Stage Name Name Flow (cfsj (cfs; U/S Stage (it) 0/S Stage ;ftJ R-1 8ASE I2.b3 7.92 0.02 12.b3 bi.3S c,00 SB.SG ORIGINAL IVi1~ •jL~ 2 7 2007 PLANNiN~a~reiT~ifNT CITY OF CLEARWAT~R Lcuadoc~a41 LVay I tlcCornrifk Qr ~n F d .. _ .. .w~ .... _ .w. _..., .... ... . ;~ I South Dr ~ <~ t. Q 4 b .'..: /~ "~ ~ r. a cr ~ Z ~z ~.~ ~ ~~ ~ ~ ~. ~. p ~ ~-- d , tee ~ ~ ~ o ~~ U~ane Ter c ~i04tt - t4q 7(1f17 NAonCI~ ~nc4 inn ia~ww-~ - Fu - ~rc~ • -8.~. . =1~ ~~ ~~' ~ a i i - ~ i' ~ . ~ ' j : g ~, ~ w~ i I ~ Z ~ I ~ y y o BLACKBURN ST I ~ ~ p i ~ i ~ .. = N ~' i ~ Q I K O I II ~ ~ i 2 ~ m < -rc Z h Z ", D ' ~ ~ I ~ j i 8 '~; ;;s' i ~ N. a .. w y HMS AVE y ¢ a ~ ~ I Z + Y ~ i ___._ _ ~ i~ ~ ~ , . I j ~~ ~ :~~ ~ i i, j i I ,' Z m I I 1 ~ ~ a l ,o N I I - _' g SUNSET POINT RD ~ SUNSET POINT RD U SUNSET POINT RD SUNSET POINT RD I ,t vO\C~R K I ~ ~ ~ ' i ORIGINAL IVif3 IU~i ~ "~ ~00~ P1ANNfNra ~DE~.~tr"c7~iliENl CRY OF ~LEARWATER PRIVATE RD ZONE X~ ~ Pinellas County Unincorporated Areas 19 125139 65 zoNe x - ZONE X POPS MAIN STREET County SOUTH rated Areas 1139 C1 63 ZONE .X City ['.Mari aiiaga~r c Channel 4 APPROXIMATE SCALE 500 0 NATIONAL ROOD INSURANCE PROGRAM x FIRM F100D INSURANCE RATE MAP ROBIN PINELLAS COUNTY, FLaIUDA ~. Arm nacoAroRATEV AxEAs PANE 126 OP 32] (SEE MAP INDEx FOR PANELS NOT PRINTEDI cOMM1IIMdfY NUMBER PANF! S IFR% aecnwnran,aTV ov nsoce mm o R~~ `a'""~RIG I~AL~' G R6C'~I~ .4! ~ ~ 2'7 2007 Nme~,,, CAi1h• ~ .law .nw .a m mwwMO opm ~~o3cm2ss EFFECITVE DATE= SEPTEMBER 3, 2003 Federal Emergency Management Agency • • This Is an ofFlcial copy oP a portion oP the above referenced flood map. It was extracted using F-MIT On-Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Stare at www. msc.fema.gov xor vurreo t0[IAY A~ ~oovbLt x/v 6cnbr n~x°1°'. .. °. 1214' (D) «, . 589'42'48°E (M) 1243.93' ~' as tlar wt6elr sxYAZ tum ~ ae ttalr taatrr tulwo ~~ As°xALT •AVetetr urx ALr rAVetesr At-x ALT rArsrexT Oe ilttr WM6t1Y tlaAt[ tltplp Ot t10Ar tAtaell t101111tE ^Nttq ~ J„ , xALt -,TtPi°r At xALT AvetetT AtVx11L7 -A Y[Y[xt AtIN ALT •AYe6 ttT ' _ ~ as elan tAtowr tlaua wtnw ~, i ae tote 6uonr tmua ~axT-tw~1r ~ • p' N89'43'55°W (M) to 600.18' N01°' (~ _ a pv~i) iC" N89'42'05°W + g ~ s 800 (o) , e ~ ~. e44' (o) A B~ $ ~ NOT PLATTCO Y r 1S .~ ArR xt6a rots -wtc ~~ e R«tt f am it W Px7ra~ LLiILD® g ~ 66 ~ p q 1 ~%[AtL 1!!t M ~ tOD Iw[Cr~l'CII x~p~IRn • 4K~ ILLNOR`~ Alb ~q ItA.W OPNT! 11~ °e xam ago n¢r v nc eamne5r ~/~ a o ~ ~ i° a ~ ° M °aA1 ° 0° °~ ~ ` a p g ia ib n s r am ~r pi to ~xa i mYe ~ s so ~m i, w u sc Tli A60K OL70® AgBRM 001ffAtM 667 AOO OR Itt.767A e7AMi RT QlOAe Q lLm) .. w u GO<L '' ~ tP~il[ 0B~166 ~raEL76C1~iA~~QGW~ f OA~POBI 0~110~0 ~ XIxb101 a wea la6mmm el ox soox ebi, vAOC ear. Aa s'®u wTn~ °°~ m~aNN roO11 a~axe°6~t 6~arAl~i° oe~a®~a ~olo°~~ ~ra°1-tai atmo°~O1er suNSEr v eer eoAo . AID rltlrAw AXY leart~v-YAr. y_~~ 'G ~ T ~~ `~ m~ ~ ~ ~ ~ r G? ~`.a ~ a r""r ~ Q ~ ~ -c t~ ~ a ]yl i J ~~ ~ ~ F ~ ~ b s 644.69' MASTERKEY MINI-STORAGE EXPANSION 24275 U.S. 19 N CLEARWATER, FL 33763 vA~ ro: 6e/x6/le/a66oo/aao/aaao - SHEET NUMBER 11 ~ ~ ~ 11 ~ A 5 ~o " Sic~~r " R. 15 E. ~ R. 16 E. (loins sh 8) r.'/• cJ w ~ ~ am - 4~ N ~ <As ~' ~. ~ My - ~' ' Q StB ..~ >~ ~ v v d ~~,~ 1 ~ ~~ of i °.. '~ ~ ' ~a' rRt' ~t` 04' .. 19- g ~ A, V 3r. R _~ ~'. ._.ay,~-. .f.. .. max. ~ St e B ~~ '~!Q..i . ~ -' Pc p'a3~+°~- 3~ 'pis ` c ., 'Y ~, Y xi AI$ -t_ x ~ ~ ~ ~£v ~y.- c' .l£d~ _ a~ ~ c ». t -' + 1 .ter. 3 °'-` ~U`, ___..:.Mem~ - ~~ ~ ~;-~ ~ Mme, r .. -:~:~ !9 ~-c~, NIY_ ,ti MY ~ ~ ~ JYLY ~~' s _. m ~` ~~~' ~~ J~ Ad _. ~' v $ ~" ,, ~ i,. c: ..'i n-... ~ ~' ~~~` Ad `k , zr'' 't As `I As l K L E y.-_ I ty, . ~, t ' 590 ~'k < . ,. „~ Po ~. We °~ w Py v ~ ~ ~ co ~ -. 5 t1 a, ~A a Fe M3 ,x trn lm Acr'*~. ~ ~r e~ r I ~ ~ ,xi.~ r MY ~ v "'` • Ma -..: ~~ ? rty. ~' -~a. F~~ ~,$ rr' M a ~` 2 E ~s _ at' h l~ ~; M Y ~` '- ~ water r ~ ,~ _ O $'b, - rm..w. s ~ 5 ~~,~i``& rl~ is ~~ t - ~ O ,. /~'\ + . I ~~ ~,,~ ~J, ; i .tiff "r 5 ~ "sue S ,fin ~~ ~'~" p O wA' b ( c' xr „~ -. may; e O .~;, ~.~~.r..~+ y~5~,,'= tir As T r=Af6 ' ~ ~~,,.,~'Ma ems`- .-, -^. ~ ~ < i ate- d'fi~~ c ,. '~- s 3..` c. 'i ~, -a ~. i ~A~Y `~ o ~ _ :~ r ~, ~ ~, ~~ ' ' ~ 3 a O ~:. ~ ~ -~ ~` ~ ~'~ o - t ~ U~, x MY1 ~ ~: ~Wc 590 i tl~*' ~'~ Ji ~ ~ ! S a BORROIV -_ .~ ; ,; _ , o i. - Ub W '~ f' ~ ,''m o ~ y +'" ~ As ~ z{ ~~~ v r ~a~ ~ - ' ri ~rn' ~ ilb c.y UC ;Ma UC fib' ~~,~~- ~-.- : $ e s - ', «. ~.: ~ ~. ~ _ As ,~ S-r ~ 1 - r^ ~ sr,.:. ~', i Lslb;9 .. ~ ~ hg ~ {'~ ` `,d,.. ~-F(I,Y~ o 4 a .! r r ~~ - iil c ~. Q raw f_. ,~ ~ ~ - Z /~"s q ' ~ i ~U6 - U~ ~ ~~ ~' U~ x , ~ '~, 45 aiS ~ ~ ~ - ~Ia _ 1 k ~: ~5. ~ ~.-- ~ U,c ~ " ~ Jt I r _ ~. Pn pa _ m ~: 3~ ~ ~ icy, r ~ _ ~.rc, ~ t ~ ~!!,~~ ~ ~ ~i-}:. .a {€ yl fnzey i ° .~`ee,f~r,,.~~ ~Nk' 7} ~, 'E "~f ~'~ a~'~` {_fi i ~~° 11C' E -~/f 2 _ ~~ r.3. mo~ww,,. ~ ;~., *~ 4 . (Joins sheet 14) 266 00o FEET a'>. vor t.:r ~vuo Lw. uo r ~ r -~ol-u~oo r[ L la'1Hr1`'If-il`i 1~~ • s~a~ PAID I;~v>Lr~Aa~i~ PIIr~~L~1,S I'ATtt{, FL, 33781 COsVSTFUGTfON MA7ERlALS CNGINEERINC9 COUNCIL CERTIFlFD FOR 2044 CERTlFrCRTE of At!"ttfGf7IZATrOdN ~ 00002370 ~xo,~~r: c?27) 5.~a:~nstl r~ur_ c~.- 1';9,R: (i27) 544:7532 Ayagust 10, 2606 Lab #, 1191 Mr. TUm Chaq:nan R. l,. Chapltaarz, [nc. 14CiI S. Michigan ,eve. Clea..°water. FL 33?56 [aE: PRELI:o'~IIriA~Y% S>UI3SLJRF.~,C;I; IN1~E51'iGATI®N Master lt~y atora~;e 24275 J.S. l~v~nr. 19 i~d„ Clearwater, FL Gentlemen: Gulf Coast "['esti.ng Laboratory, Inc. in conjunction with A&L Geotechnieal has eampleted the subsurface i-ZVe,tigatian in the refere7ced site as authorized by your COII1~Al'1V. The scope of our work i5 li~•n.ited to dete:tmining the underl}~ing soil eonc(itions. ,F~ sl*etch showing the 1xisting retention pond area and the test boring location was furnished to pis by the Client. The boring was loca.tad in tl~c ficlcl in accordance with the sketch provided. The sketch showing the boring ).ocatian a.nd DRIiESMWT is included twith this report Thy standard, penetration test poring, B•1, uti~~ taken t~ a depth of 25 feet below the existing ground surface. Tl~e tii~ater table •~~-as cncountercd at 4 inches bclaw the existing ground surface as indicated nn the enclosed boring log. The visual soil classification of the soils encountered a.nd the relative densities of the soil la~~ers are furnished in tlxe closed boring log. This report presents the soil ctassifcation data.. !f you need further information, or ha~'e any questions plea5~: do not hesitate to call our oFtiCe. Tharllc you, Respectful t y, GULF OaST TASTING LABOR.ATOI~Y; 1•NC". i ~- ~'G~~ P. Gunaseh.aran, P.~. # 2U4U2 ORIGlIVAL ~~l~OiTr6 ~~~ 2 i 2007 PlA~1NlNG aE~~-t"c i tiflEPl~ C1N OF ~LEARWAZER VVI LJ/ 4:'VJ lY. UO tLr--`101 -'JJOJ t; L l~f1Hr1"IHI'9 ll'tV r'Ht_~C +:LS •~ . ,~ ~ t Traja•t; unPtct Kcy Stprny~r, ['licntr K.1_.Chrpman ' Lncnr;ne: 36 North x ~3' faer of N,A. epmv of $. p..: $tpcpKc tilA,~. ficxiny~ IP: $.I Craund Wnhr Dep1h~ 4"bci oytnP1 BI.UWS ER SOI L U4:StAl I". !(1'N "N" FT. ~ ,pro _ u {IVCNF.'S 0 I I ~ i 1.ooSC dark Grey annd wt grPPF. prSnniW~ r9ld ropfP. ~ 2 I J fvt.xJ. dt!tfe 91a:k Orgamt: sand wJ hoaw decaying mots. ~ ~ 2 S t ^---y Very louse dnrk Ornr~n pear I ( Vary innaa dnrk !drown pent I ] 2 10 Vary Ipoae dnrk &rown pent h Vurv Ineac dnrk grpum pcnl Ycy ~w; sa paro [inwn sand LCOB!' nlcl~. drown fine PnnJ w/ truce of shall 4nae. Raring Terminated ~"i; ~" bdttom. ;nl Le~7n A91?6 ttla f i L__-: TTCT-fTTTTTI~~ I hgacrlnl dtienprinns nre bn~ed ptl viPUnl ol)SCr~bUOns and opt :nbnrntory tcit procedure6. The nwturinls hetwc=n the nattlaling ulevatinns may vpry. Arty heWtnrncndatiotta, aphtirwta, ur other kcmnrk! rcprecentnupgb nre L•a3cd on tha nvm :zhle infOOYl;lfi0n wx'. Sufslccf rn chanµe if ul6er morcnnlq nre :ncntuttcrcd during the in:aallnnnc pi nny fpundatioc .'ysurnb cicvc lOpci! l:um this infmrnnriMt. ,14u;~i ®~a yy~~~~pp~~ '~tr6 /i 7ylnrrr rmnr[ahalr'/v r~.^nr,Ar!!Pn.r 7t matcrrdr olF.nr• dray (/IPSr uef/incel nAovrr tyre' rhtoanracd. ~a`~~'!W`16 [,ul!a I1v13 Metbndnf AR;4lT.LS.d G ruund Waster E!evahnn; ~" BrIJw existing pond hnttrnn. Hrt htmer !IU porrydt RrrG: )U • rncirct l.crtBthtJ(('nainpt WA Sampler: I"/,LP Sp/nSFnnyCemFycr N V ~ ~ f ~0~~ RovrewM •'+yy ~- 1 P1ANNiN~~E~~iei~E~l~ pan ~1N®F ~LEARWA~E~' 4. !jt3i'~':i/'':'aHb 2:06 71r-461-~-t~&~ R L CH~PF~PJ TtdC P~aE ~? R ~.~ ~ CL.ASSt~l~.4T1 A,ST~A~s gnattf n~D Y4~T~83 G PURPOSt4S ~®!~. I (~asea ors tltstfietd Soil Clatssttir~tlors Syster») ~~A~ ~~l~~e(r~~~~~ Soft Classif' +mn ~ Cntetsa for asstgn,nq Group SymDOts ana Gtattp Narnea Using i~ordtt-ry 'tea i ~~ Grourp P:3trte • _ ~ Syrnool _ j Cav*.,sGraaseoSets Gravvle 4beanGraves Cafae>r>di~Ccc3' r ~ Gw Vuetlgrrdea~raver, iµore roan 50°h rrrasneq an More than SOa/e Coarse I lass than SN. tines ~ ••~-~.~,. (Ya. 200 sieve) PraZfon returned en Cut4 and/or t>Cc>3' f u°PPoorly graded gr~vef' Ho, 4 sieve GtiYels yerth Rrtes Hne.4 tSassi}y as ML Or MH I GM r Siltygravf ,•• More ttWtf t21a lines a t•+rtes ciasslh+u Ci orCH ( GC Clayey pravei ^" Sands ~ Cleat Sams Cua6 ahd ! a:Ccs3 r f SOYe or rrmre of coarse less ttian SN. tines ~ f SW ~ Well~raorcc sand' frattton uses Cuc6 antvor 1>Cc}9+ ~ SP Eberly prdoeQ sane., Na. 4 slaws Sands Mnttt fines Fines ctasafry as ML or MM ~ SAA ! SI3lb 4and °•• f Mom than t2!o Gncs F11tPS Ciia55ity aS ~l: OP ~ $~ ~ ~(~ SdnQ a a, --~ f Fmt*Gralned Solo SOtt arxt Clsys I inorysn,t P17T tn0 D!o4ss on a aaove ~ CL ~ clay•~• {:ay. of rnottr guises rite ligUitl tiI'Itit ItsS roan 50 A' Une • ~ I ko.200ste-ef ~ _ P9C4 ~ plats Delow "A" ! Ml i itt ran lints ~ I ! Otg3nlc lJgwdlfmit ~ Oven odeQ [0,75 ~ ~•' C ~ ..a• ..... j tagt>id dntif -not dried f pip Sflg rc~e ! Sllcs ants Cleyi Irw antc l f sD PI plots onaY alxwe "A"lino I (:ti Fat •~• Liqutd Iltnit 50 oP rnatg ~Y i ~ (>tDtT f "A" line ( MH ~y.{it. ffitt ass ( ~at1tC lJaurp)IrYUt-trianatle_t7 H ~ ..o. lfoul46rtut-rfpidned cv.7s ~~_.„Q~jprticdaa Gtganicsilt•'•~ r H;gNy orBsrstc sobs I Psrtfartly arparuc trfitttS(, Cetk m color altd organ!t odor I f - 1 PT ~ rater ~ • ttiseo vn me mstettat pisseny usE 0-In. {75-rnPtU ~ Cu ~ 0~ Oa Ge= t~^l° . tats aa~~ ttm~~ dot on nurses area. sorr•~a a Cf.• stEVE, 0„ x S! N ~,y, i eft tied ssrnpte wnra+roa mA4ks or ooWears. or . alt sdf coartons t5 to 2'9•/. olHS Nv. 2oC. aa6 'mm Warn. aaa °wtyt cooates w oowtrers. or Dour' t0 9muf+ '1f S0t1 comautc a t5.4 sanm, add 'rrtth ~° M htrlK, prnup saimt. . leas" 6f 'anfh rays,' q r+WClhvrrtpROptPUpWtt_ , Gnvas :v,rr, S to tgx r~+rII Wawa d W! aYmooss: • tt ttna ostvfy as Ct Mt.. ysc da+a! SytnUof GO~M or ' H aa)U oeaams a sosc otus Ne. 200.67ede#46tia9ftll Y Gi~4'•Gid wettgaoeo Drays torn sfa SGSM. asna. god -carscy- to v~o tame. 5Yr•GG tN!U•gr7QEe gravel YMfi t9ry '' If 1lnes are orginte, soot 'wdh orpanc I~~" QO grafp ° it soil aotttaxts a Jog; Alut Na. 2fm. paounsutmly 3Pr3R1 ooonY Qtsotx Or~f wttn stn na"'t. prayer. add'ptavWy" to group nears=. 6F~GC PoongprteN pravet,-v!n Wy 'N snit Donato, a 15Y. ~iavel. 7od'vnttt gavel' W 'a a• Aaasd OteS on or aaoe A° ttne. • 5anas unto 51012':. Imes+C04ra a>,aa rym00t3: Oteyp nano, ~ PI < 4 a WOt6 Dtlow 'A"Una. SY*'SAt vrelk~graow rang Mtn sort ~ plots on or atrws •A° fine. SNa•SC weU•grsoe0 sand unto day ' PI skro t>etow 'A' fine. SPvia petrft' praosa saro wrtn s,lt ~ ptAS~1CfTY tNAOC tell . SP `,:„^ poenY pr»ae 6sn0 vnN qaY i ~ wro ~~rrorwos. Wrs 1 ! ~ '°` r j DESCAIIs~tv~,~JECT1`/ES ?or ~:.n.+rau-:s.a I( C~s.RSEanoFtNEGI;ArN~050iL5' ow~s..t.~n,esa ,.~~ `~ tit - Aoaaner•V'Me ~- J®SCrigUve F"etsernage wvmcu•tloat~a ~ ~ ~, AataGtive H90zliremertts •.•h-o.tali8t „ ]0 . ~* trace tJnOef S"b e few S • 1 S'/. 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(727) 544-7532 CLIENT: R. L. Chapman, Ina L/1B NO: t 19;3 PR0IECT: Master Key Stcrage, ?4275 U.S. Hwy. 19 N., Clearwater, FL DATE REPORTED: !3'4/UG DATE TESTED. 8/2/Uti LC7Cr1 J'lON Gr TEST; Existing Retention Pond, 72' r x 48` N ofNF Garner of S, F, Most storage t31dg. DEPTH 7'O E?iISTTNG WATER T/t3LE: -4" Below Cxistiug Ground! ltsrfaca: ' ESTIMATED SEASONAL HfGH W.1TirR LEti'EL: A~ovda Existing GTOUnd Surface RE!~1APJ<.S: Test performed (cJ, exist. Grade elev. ia, bottorn of Retention pored. WATER TEMP: V~'A"fER pl-I: != It`TIER R1;VG READINGS i'vGN 5 1 2 3 4 5 y PER Elapsed Time (Flours) HOUR (NFI(~';<'ktAT10'N RA'T'E ~ 1.19 fN'CHES / diR. Ground level ' " ~` Respectfully Submitted, _ {-~--~ ,-; -: . `- , , ~-. ,. ' ' .. ~ ~J y. 1Z" inner TEST Depth `' o o" f i nnR ..~~' F--. ~'~~ l3elo~ >;x~~t ^1; ~irad= ; EZ. GUr1II$Caran ~. ~ ~ ~ ' __ Fia. Reg. ilo. ZU4U2 ---- - ---------- -,.--~ r; - -- ---- - - • ¢ Test Elevation - cc: R. l,. Chapman, In:. 2 i - .... .. ;:~, ,..,_,_ 1.4" File 1 i"® , ~4" Outer ring SAIL PRQFIL£ Ueptn (:L.4SSIFICATION in feet. t~x~srrNO suavnCS „nrao r F~e.~ ; Medium Dark Gray SAND tiv/~ d' I U" Boats (Ctrass Ton I ") hark Grayis`1 Black SAND w; 2' 3" Organics & Numerous Roots 4, U:, Hole TerminEltcd ~V:!IYf 4 lip a ~ ~~g, i,. trt' ,~ - `- „ a . i `b water . x4. ~ .,. ,.'~ ' rrng Scd~ " ~,. ®~~~~~~ ~;~~ ~r, 't = `~ ~~ 2.7 2007 I~IANNIN~'DE~,a"c~Ef VY CITY ®F CL~ARWATER Block RAND w! Heavy Roofs c4: 3_b" Decayin~ftoots ~ Blackish Gray SAND w. Numerous Roar 1 VQ: L7f LVUO iJ. Uf fLf `fVl VJV~J 1'. L VI IMI I'R-SI'I 11`M1,, t ~ • N~~.. CHA-~~AN, INC. General contractors CGC-048819 /CGC-023859 / CBC-033334 Date: ~ ~ ~..~- ~ C~ F~a$e~ dAacluding Co~r~ gheet Message: ~Q ~ ~ ov ~ ~.Y,, &.e.a.J r ~~~~ ~ ~RIG1111,4e, ~.1~~ ~`~ d 2001 ~'LANNIIVt~ flEF~~i~tENT 1461 S. 6Llichi an ,4ve. leanarater, ~L 33 r 56 m _, v g C Phone 727-446-6615 ~~x 72. 461-0363 1`~'~ 3: ~3 ~~e'9:P~'fS Pt4~A!`~~~'~PCeiuw ... .~. T ~~ i r v s~ ~~ ~' .. it 2 ~~6- ~ ~~~- ~~ ~A~ ~® ~~ ~ ~2 ~ ~~ ~~ ~~ `~ .tl~. ~ ~~ 4 ~~ ~ ~o Line Items: Case No Check RL CHAPMAN INC R_D 8566 In Person Payment Total ~~G~~ 1pp1 ~(~~ p~ER e~No ~~~' c~ THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. Page 1 of 1 Receipt #: 1200700000000005578 Date: 06/27/2007 6/27/2007 10:58:43AM Tran Code Description Revenue Account No Amount Paid FLD2007-06022 Fire -Prelim Site Plan 010-342501 200.00 FLD2007-06022 04 Flexible Commercial 010-341262 1,205.00 Line Item Total: $1,405.00 Payments: .Method Payer Initials Check No Confirm No How Received Amount Paid 1,405.00 $1,405.00 cReceiptrpt R. L. CHAPMAN, INC. CLEARWATER, FLORIDA 33756 8566 ' ~ CITY OF CLEARWATER 6/22/2007 COST OF GOODS:GENERAL REQUIRE Flexible Development Application Fee 1,405.00 ~Z~ ~ Z o° C'V r - ~ ~~ ~L Q `~"/ ~ ~ C ~ aV B RANCH BANK & TR Flexible Development Application 1,405.00 r I DIAL-A-MESSENGER Phone: 727-725-1233 ` DATE- ~ 1 ~ ~~ Licensed, Bonded, and Insured YOUR COURIER CONNECTION Nationwide: 1 (800) 726-3266 Fax 725-8646 ID~'~ ^ ~ r l \ J l.~ \® Radio dispatched J ( ",A ~'T /~' F I STREET ADDRESS S BEET RESS ~ NCO ~ ~M ~ ~ t 1 ~ R T .,,,. ,r O ' CITY STATE ZIP PHONE ~ STATE ZIP CI PHONE ' ~ ~ gTTN. _ TIME IN qM TIME OUT AM ATTN. DATE DELIVERY TIME IN AM DELIV. TIME qM W ~ _ ~ PM PM ,-. PM PM Z C'3 AUTHORIZED PICKUP PI S WEIGHT ^ LPL NAME CONSI PLEASE PRINT LAST NAME ~ ' t ~ fit #1 i'~ '' Z ~ ! X _ . )( . ~ T C j 1 SPECIAL INSTRUCTIONS: Ariovecooos PICKUP DR IVER D ERY DRIVER .BASE RATE . - , RECEIVED IN ~ L ~ t.~ . GOOD ORDER ~ _ T TR ACC T# CHECK# ATTEMPT .C . THIRD PAY EiI1~LII~G ~ ~ a ~ ~ ~ JOB# P.O.# COS ~-'~ ~ ~ ~ . ~,... ,.^ . WAITING TIME STAT ASAP RUSH SAME DAY NEXT DAY DECLARED VALUE C.O.D. & C.O.P. WEIGHT I LIMITS OF LIABILITY per agrees that DIAL-A-MESSENGER shall not be liable far special, incidental or consequential damages arising from carriage and completion of I lent. Furthermore, it is agreed that DIAL-A-MESSENGER shall be liable only far its delivery charges pertaining to any shipment covered by a RE-DELIVERY ,fit in the event of late, incorrect or nondelivery. There is no liability with respect to anyy shipment for which Shipper has no receipt. Shipper agrees that packages or articles covered by a-receipt is US $50 which is reasonable value under the circumstances the maximum release value of all boxes OTHER , Currency and/or negotiable instruments should not be rtation items valued at more than US $50 should not be shipped Cash tr n [h di . , a spo surcoun ng e s of shi ment's delive ithi i d DIAL-A-MESSENGER 2 b ' i k S ' p ry n us ness ay w s r s : CLAIM not made to s check accepted at Shipper shipped. Custome are waived ti t d d TOTAL $ . me an e I a WAITING TIME UF' TO B MINUTES FREE I ~~~1~ ' • FLD2007-06022 24275 US HIGHWAY 19 N MA TER KEY MINI STORAGE EXP ATLAS # 255A ZONING: C LAND USE: CG RECEIVED: 06/27/2007 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC : _ ~ - ~ ®~ ~ CDB: S CLWCoverSheet r C P05T OFFICE BOX 4748, CLEAR\t~ATER, FLORIDA 33758-4748 ~~ ~. MUNICIPAL SERVICES BUILDING, ZOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 -~>;,~~~~'~..~~ti~s'' TELEPHONE (727) 562-4567 FAx (727) 562-4865 -~d~g~. PLANNING DEPARTMENT June 16, 2008 Galen J. Hofmann 8620 Airway Blvd. New Port Richey, FL 34654 Re: FLD2007-06022 24275 US Highway 19 N, Clearwater, FL Dear Mr. Hofinann: On June 27, 2007, the above application was filed with this office. A letter of incompleteness was sent to you on July 5, 2007. No resubmittal has been received to- date addressing the items of incompleteness. Unless a submittal of the necessary information (one original and 14 copies of the application package) is received by this office by noon on July 14, 2008, this application will be deemed withdrawn. Alternately, prior to this date you may submit a letter withdrawing this application from further consideration. Should you have any questions, feel free to contact me at 727-562-4504 or wayne.well s(u~mycl earvv ater. com. Sincerely, Wayne M. Wells, AICP Planner III S: (Planning DepartmentlCD BIFLEX (FLD)Uncompletel US Hwy 19. N24275 Master Key Mini-Storage (C) - WWILetter to G. Hofmann re status of application 6.16.08.doc ~~EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER~~ • • Wells, Wayne From: Wells, Wayne Sent: Thursday, July 05, 2007 9:07 AM To: 'galenhofmann@tampabay.rr.com' Subject: FLD2007-06022, 24275 US Highway 19 N, Master Key Mini-Storage Mr. Hofmann - Attached is a Letter of Incompleteness for the above referenced project. The original letter is being mailed. Wayne +l letter of completeness 7.5.0. i ~~ / vo CITY OF CLE~RWATER ~. earwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING ~ 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WW W.MYCLEARWATER. COM July O5, 2007 Galen J Hofinann VIA FAX: Multiple Fax Listed 8620 Airway Blvd New Port Richey, Fl 34654 . RE: FLD2007=06022 -- 24275 US HIGHWAY 19 N -- Letter of Incompleteness Dear Galen J Hofinann The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2007-06022. After a preliminary review. of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. On Page 1 of the application provide the Parcel Number(s) for the subject property. 2. Revise the request to the following (fill in the xx blanks): Flexible Development approval to permit a 16,720 square-foot expansion to an existing Self Storage establishment with a reduction to the front (west) setback from 25 to xx feet (to pavement), reductions to the side (north) setback from 10 to 3.2 feet (to existing and proposed building) and to 9.3 feet (to existing pavement), a reduction to required parking from 32 to 18 spaces and deviations to allow direct access to an arterial street and to abut residentially zoned and used land, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-704.C, and a reduction to the required landscape buffer along the north side from five to 3.2 feet and a reduction to the interior landscape area from 10 to xx percent of the vehicular use area, as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G. 3. On Page 2 of the application (or on an attachment), provide responses to the six General Applicability criteria as to HOW each criteria is achieved, in detail. 4. On Page 3 of the application (or on an attachment). Provide responses to the Comprehensive Infill Redevelopment criteria as to HOW each criteria is achieved, in detail. 5. Submit a Stormwater Narrative. 6. Provide existing topography extending 50 feet beyond all property lines. 7. Provide one original signed and sealed survey of the property and 14 copies. 8. Provide a tree survey, including existing trees on-site and within 25 feet of adjacent property, by species, size (DBH 4" or greater), including drip lines. 9. 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. 10. A letter has been submitted by a Mark Brown or Bropwn, which is unclear the purpose of such letter. Letter of Incompleteness - FLD2007-06022 - 24275 US HIGHWAY 19 N :1 LL ~ CITY OF CL RWATER ° earwater PLANNING DEPARTMENT - MUNICIPAL SERVICES BUILDING ~ ~ 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER.COM July O5, 2007 11. Based on parking calculations on Sheet 3, 32 parking spaces are required and 18 are to be provided, which means there is a reduction to required parking as part of this application. Provide a Parking Demand Study in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved 12. Include on all plans an engineering bar scale (minimum scale one inch = 50 feet). 13. Provide dimensions from property lines to proposed or existing parking, the width of the handicap space walk aisle, drive aisle widths in the parking area and between buildings on Sheet 3. Note: Dimension to proposed or existing buildings on south, side are unreadable to placement of siltation fence on the plan. Make clear. 14. Show on all sheets the sight visibility triangles at the driveway. 15. Site plan must identify all 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. Based on information available, the areas to the east of the subject property, and possibly the eastern portion of the site, is a wetland area. 16. Provide the location of existing fire hydrants. 17. Depict by shading or crosshatching all required vehicular use interior landscaped areas. 18. While a dumpster area is indicated on Sheet 3 and there is a dumpster detail shown on Sheet 7, the site plan does not show the dumpster enclosure and the width of the enclosure is much wider than the area shown on the site plan. While this is not generally a completeness issue, this inconsistency impacts the amount of parking or interior landscaping provided. Revise. 19. Provide the existing and proposed building heights. Heights indicated in the Site Data Table on Sheet 3 is inadequate (provide height in terms of feet). 20. Provide a reduced color site plan to scale (8.5" x 11 "). 21. Provide and dimension all (or any) building structural overhangs. 22. Provide a Landscape Plan with all information listed on Page 6 of the application. 23. Provide a reduced color landscape plan to scale (8.5" x 11 "). 24. Provide a completed Comprehensive Landscape Plan application. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 25. Provide building elevation drawings with all information listed on Page 6 of the application, including one colored version. 26. Provide reduced building elevations plan to scale (8.5" x 11 "), including one colored version. Letter of /ncompleteness - FLD2007-06022 - 24275 US HIGHWAY 19 N V LL ! CITY OF CL RWATER ° ~arwat~r PLANNING DEPARTMENT - MUNICIPAL SERVICES BUILDING ~ 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYCLEARW ATER. C OM July O5, 2007 27. On Page 7 of the application the applicant must initial one of the following Aknowledgement 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. 28. On Page 7 of the application the applicant must initial one of the following Aknowledgement of fire flow calculations/water study requirements: Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. 29. On the Affidavit to Authorize Agent, it is unknown who Sharon M. Chapman is in relation to the Owner (President, Secretary, Partner, etc.). Add designation on the form. Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by 4:00 pm on Tuesday, July 10, 2007. If you have any questions, please do not hesitate to contact me at 727-562-4504 or Wayne. Wells@myclearwater.com. Sincerely yours, W ~ ~ . w~.~ Wa e Wells Planner III Letter oflncompleteness - FLD2007-06022 - 24275 US HIGHWAY 19 N G.J. Ho mann Professional Engineer 8620 Airway Blvd., New Port Richey, FL 34654 June 18, 2007 Ms Sherri Watkins Planning Department Public Works 100 S Myrtle Ave #210 P.O. Box 4748 Clearwater, Florida 33756 Re: Master Key Mini=storage expansion Dear Ms Watkins: Enclosed for your review are the following: 1. 15 sets of plans (5 signed & sealed) 2. 4 sets of drainage calc.'s 3. 15 sets of forms Phone: (727) 844-7686 Fax: (727) 844-7626 Should you have questions please contact me. Thank you for your assistance in this matter. ORIGINAL UN 2 ? 2007 ~~~~~ Ofif Ofr CLEARWA'iER f Map Output • Page 1 of 2 Clearwater eConnect GIS ~~ ~ ~ ~ ~ ;" Pa,l~ :.i ~ ~ [ ~4 : `.t ~, i ~ ~ ~ .k.~,~ ~~ ~.. '~ '~r ~ ~ s ~ ~~ ~ ,,d~ y ~ . 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CLEARWATER, FL 33763 FEI Number: 59-1807191 Document Number: NONE Document Images G0308390t}012 __03/2412Q03 -- REGISTRATI(7N Home Contact us Document Searches E-Filing Services Forms Help Copyright and Privacy Policies Copyright <~) 2f}Q7 State of Florida, Department of State. http://www. sunbiz.org/scripts/ficidet. exe?action=DETREG&docnum=603 083900012&rdo... 7/3/2007 ~ } ,; Pi,ellas County Property App~er Information: OS 29 16 00000 230 0~ Page 2 of 11 ~~J ~ ~~ / ~ ! ~~~~~ ~ ~Q ~ ~~~~ 03-Jul-2007 Jim Smith, CFA Pinellas County Property Appraiser 18:14:39 Ownership Information Non-Residential Property Address, Use, and Sales MASTER KEY ASSOCiATES UII OBK: 12072 OPG: 0374 24275 US HIGHWAY 19 N CLEARWATER FL 33763-406$ EVAC: Mon-EVAC Comparable sales value as Prop Rddr: 24275 US HIGHWAY 19 N of Jan 1, 2006, based on Census Tract: 268.13 sales from 2004 - 2005: p Sale Date OR Book/Page Price {Qua11UnQ} Vac/Imp Plat Information 1111,982 5,42212,036 140,000 {U} V 0000: Book Pgs - 0 11,966 2,4661 572 23,000 {U} U 0444: Book Pgs - 0 10 O1 0 0 { } 0000: Book Pgs - 0 10 O1 0 0 { } 2006 Value EXEMPTIONS JustlMarket: 3,504,000 Homestead: NO Ownership ~ .004 Govt Exem: NO Use ~: .000 Assessed}Cap: 3,500,400 Institutional Exem: NO Tax Exempt ~: .000 Historic Exem: 0 Taxable: 3,500,000 Agricultural: 0 2006 Tax Information District: CW Seawall: Frontage: Clearwater View:. 06 Millage: 21.7640 Land Size Unit Land Land Land Front x Depth Price Units Meth 06 Taxes: 76,174.04 S} 165 x 604 9. 04 203, 366. 0 S Special Tax .00 2} 4 x 4 .04 .40 3} 0 x 0 .00 .00 LJithout the Sawe-Our-Homes 4} 4 x 4 .00 .00 cap, 2006 taxes will be 5} 4 x 0 .00 DO 76, 174. 04 6} 0 x 0 . 04 DO l,.lithout any exemptions, 2006 taxes will be : 76,174.00 Short Legal S 165FT OF N 330FT OF SW 114 OF NW i/4 LESS W 100FT Description FOR RD & LESS S 10FT OF W 600FT OF E 1247FT CONT Building Information http://136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=05... 7/3/2007 Pinellas County Property App~er Information: OS 29 16 00000 230 0~ . Building_l. . Building 2 . Buildin~> 3 V- . Bul_di..ng_4. . Building S . Building 6 . Building 7 Building #1 Page 3 of 11 05 l 29 / 1~ 1 0000 / Z~0 / 000 :01 03-Jul-2007 Jim Smith, CFA Pinellas County Property Appraiser 18:14:38 Commercial Card 01 of 7 Improvement Type: Warehouse Property Address: 24275 US HIGHWAY 19 H Prop Use: 542 Land Use: 48 Structural E1em~nts Foundation Continuous Footing Floor System Slab on Grade Exterior lJall Concrete Block Height Factor 0 Party LJall None Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Hone Floor Finish Concrete Finish Interior Finish None Total Units 0 Heating & Air Hone Fixtures 0 Bath Tile None Electric Awe rage Shape Factor Rectangle Quality Average Year Built 1,984 Effective Age 10 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Arcas Description Factor Area Description Factor Area 1} Base Area 1.00 17, 100 7} . 00 0 2} . oa o s} . o0 0 3} .00 0 9} .00 0 q} .00 0 10} .00 0 5} .00 0 11) .00 0 (} .00 0 12} .00 0 Comm~rci.al Extra Futures Description Dimensions Price Units Value RCD Year 1} ASPHALT 1.75 44,400 77,700 77,700 0 2} FENCE 11.00 1,030 11,330 4,990 1,984 3} CARPORT 12.50 1,944 24,300 10,690 1,984 4) CARPORT 12.50 1,944 24,300 10,690 1,9$4 5} .00 0 0 0 0 6} .00 0 0 0 0 TOTAL RECORD VRLUE: 104,070 http://136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=05... 7/3/2007 Pinellas County Property App~er Information: OS 29 16 00000 230 0~ Page 4 of 11 Building #2 05 1 29 1 10 ~ 00000 1 230 1 0200 :02 03-Jul-2007 Jim Smith, CFA Pinellas County Property Appraiser 18:14:38 Commercial Card 02 of 7 Improvement Type: Warehouse Property Address: 0 Prop Use: 542 Land Use: 48 Stru~c~tur2il E1~m~n~s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Concrete Block Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Nane Floor Finish Concrete Finish Interior Finish Hone Total Units 0 Heating & Air None Fixtures 0 Bath Tile None Electric Average Shape Factor Rectangle Quality Average Year Built 1,984 Effective Age 10 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 sub Ar ~ a s Description Factor Area Description Factor Area 1} Base Area i. 00 20, 880 7} . 00 0 2} .00 0 $} .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 Comrtisrcial Extra Features Description Dimensions Price Units Value RCD Year 1} .00 0 0 0 0 2} .00 0 0 0 0 3} .00 0 0 0 0 4} .00 0 0 0 0 5) .00 0 0 0 0 6} .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #3 http://136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=05... 7/3/2007 Pinellas County Property App~er Information: OS 29 16 00000 230 03~Q Page 5 of 11 05 ~ ~9 11~ 1 00000 I X30 1000 :03 03-Jul-2047 Jim Smith, CFA Pinellas County Property Appraiser 18:14:38 Commercial Card 03 of 7 Improvement Type; Warehouse Property Address: 0 Prop Use; 542 Land Use: 48 S-tructural E1em~n~s Foundation Continuous Footing Floor System Slab on Grade Exterior LJall Concrete Block Height Factor 0 Party LJall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Hone Floor Finish Concrete Finish Interior Finish None Total Units 0 Heating & Air None Fixtures 0 Bath Tile None Electric Average Shape Factor Rectangle Quality Average Year Built 1,984 Effective Age 10 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Aromas Description Factor Rrea Description Factor Rrea 1} Base Area i. 00 19, 500 7} . 00 0 2} .00 0 $} .00 0 3} .00 0 9} .00 0 a} . 00 0 10} . 00 0 5} .00 0 11} .00 0 6} .00 0 12} .00 0 Co-mm~rcial Extra F~a~ur~s Description Dimensions Price Units Value RCD Year 1} .00 0 0 0 0 2} .00 0 0 0 0 3} .00 0 0 0 0 4} .00 0 0 0 0 5} .00 0 0 0 0 6} .00 0 0 0 0 TOTAL RECORD VALUE: 0 Building #4 http://136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=05... 7/3/2007 Pinellas County Property App~er Information: OS 29 16 00000 230 0~ Page 6 of 11 O~J I ~~ ~ ~.~ ! ~~~~~ 1 ~~~ ~ ~~~~ ~~ 03-]u1-2007 Jim Smith, CFA Pinellas County Property Appraiser 18:14:40 Commercial Card 04 of 7 Improvement Type: Offices Property Address: 0 Prop Use: 542 Land Use: 48 S-truc-tural E1~m~n-ts Foundation Continuous Footing Floor System Slab on Grade Exterior lilall Concrete Block Height Factor 0 Party LJall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Heating&Cooling Pckg Fixtures 9 Bath Tile Floor and Wall Electric Average Shape Factor Rectangle Quality Average Year Built 1,984 Effective Age 14 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Arsas Description Factor Area Description Factor Area 1} Base Area 1.00 660 7} .00 0 2} Open Porch .30 118 S} .00 0 3} Apartment 1.05 660 9} .00 0 4} .00 0 10} .00 0 5} .00 0 11} .00 0 6} .00 0 12} .00 0 C+amm~rcial Extra F~aturss 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 TOTRL RECORD VALUE: 0 Building #5 http://136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=05... 7/3/2007 Pinellas County Property App~er Information: OS 29 16 00000 230 O3~,Q Page 7 of 11 05 / ~9 1 10 / 00000 1 X30 ~' 0200 :05 03-Jul-2007 Jim Smith, CFR Pinellas County Property Appraiser 18:14:40 Commercial Card 05 of 7 Improvement Type; Warehouse Property Address: 0 Prop Use; 542 Land Use: 4$ S~ruc~ural E1~m~n-ts Foundation Continuous Footing Floor System Slab on Grade Exterior LJall Concrete Block Height Factor 0 Party LJall Hone Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill None Floor Finish Concrete Finish Interior Finish None Total Units 0 Heating & Air None Fixtures 0 Bath Tile None Electric Average Shape Factor Rectangle Quality Average Year Built 1,985 Effective Age 10 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sulam Areas Description Factor Area Description Factor Rrea 1} Base Area i. 00 4, 200 7} . 00 0 2} . DO 0 8} . 00 0 3} . 00 0 9} .00 0 4} .00 d 10} .00 0 5} . 00 0 11} .00 0 6} . 00 0 1z} . 00 0 C+ammsrcial Extra Fsatur~s Description Dimensions Price Units Value RCD Year 1} ASPHALT 1.75 11,670 20,420 20,420 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 VRLUE; 20,420 Building #6 http://136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=05... 7/3/2007 Pinellas County Property App~er Information: OS 29 16 00000 230 03~,Q Page 8 of 11 Vr3 ~ G~ I ~~ ~ ~~~~~ I L~~ I ~~~~ ~~J 03-Jul-2007 Jim Smith, CFA Pinellas County Property Appraiser 18:14:39 Commercial Card 06 of 7 Improvement Type: Warehouse Property Address: 0 Prop Use: 542 Land Use: 48 S~ruc~ural E1~m~nts Foundation Continuous Footing Floor System Slab on Grade Exterior gall Concrete Block Height Factor 0 Party LJall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill None Floor Finish Concrete Finish Interior Finish None Total Units 0 Heating & Rir None Fixtures 0 Bath Tile None Electric Average Shape Factor Rectangle Quality Average Year Built 1,985 Effective Age 10 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Ar s a s Description Factor Area Description Factor Area 1} Base Area 1.00 8,400 7} . 00 0 2} .00 0 $} . 00 0 3} .00 0 9} .00 0 4} .00 0 10} .00 0 5} .00 0 11} .00 0 6} .00 0 12} .00 0 Comrtt~rcial Extra F~atur~s Description Dimensions Price Units Value RCD Year 1} .00 0 0 0 0 2} .00 0 0 0 0 3} .00 0 0 0 0 4} .00 0 0 0 0 5} .00 0 0 0 0 6} .00 ~ 0 0 0 0 TOTAL RECORD VALUE: 0 Building #7 http://136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=05... 7/3/2007 Pinellas County Property App~er Information: OS 29 16 00000 230 0~ Page 9 of 11 O~J f ~~ ~ ~~ ! ~~~~~ ~ ~~~ I ~~~~ : ~~ 03-Jul-?007 Jim Smith, CFA Pinellas County Property Appraiser 1$:14:41 Commercial Card 07 cf 7 Improvement Type: Warehouse Property Address: 0 Prop Use: 54? Land Use: 4$ Structural E 1 ~mcnt s Foundation Continuous Footing Floor System Slab on Grade Exterior ball Concrete Block Height Factor 0 Party LJall None Structural Frame None Roof Frame Gable & Hip Roof Cover Composition Shingle Cabinet & Mill None Floor Finish Concrete Finish Interior Finish None Total Units 0 Heating & Air None Fixtures 0 Bath Tile None Electric Average Shape Factor Rectangle Quality Average Year Built ~ 1,985 Effective Age 10 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Arras Description Factor Area Description Factor Area 1} Base Area i. 00 7, 500 7} . 00 0 2} .00 0 $} .00 0 3} .00 0 9} . 00 0 a} . 00 0 10} . 00 0 5} .00 0 11} .00 0 6} .00 0 12} .00 0 Commercial Extra Fcatures Description Dimensions Price Units Value RCD Year 1} .00 0 0 0 0 2} .00 0 0 0 0 3} .00 0 0 0 0 4} .00 0 0 0 0 5} .00 0 0 0 0 6} .00 0 0 0 0 TOTAL RECORD VALUE: 0 Map With Property Address (non-vacant) ®®®®~® http://136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=05... 7/3/2007 Pinellas County Property App~er Information: OS 29 16 00000 230 03~Q Page 10 of 11 :r .-_ ~ 5533 1 ~ C~ 4 ~L'i" ~LJ .` ..J J~ H I GNt~~.~~` ~~i "raj .,~~~ .~ c: ~_, t. ,_, . ~~i~'~~ c ~ E'~ ~.J J r.~ ^ I v F1N~ 'Y .~ ~~~1 CAPRI M.HeP. ~~• 1/8 Mile Aerial Photograph (2002) http://136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=05... 7/3/2007 Pinellas County Property App~er Information: OS 29 16 00000 230 0~ _~ -, Pinellas County Property Appraiser ~'~ ~~ . {-, ~, Parcel Information ~~~~ ~`~ ~~ Page 11 of 11 http:// 136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=05... 7/3/2007