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FLD2005-11112
Planning Department r : 100 South Myrtle Avenue ift Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ? SUBMIT APPLICATION FEE $ CASE #: -------------- DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: T^_ SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: _- SOUTH: - WEST: EAST:, - * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Inf11I Project (Revised 12/30/2004) -PLEASE TYPE OR PRINT--- A. APPLICANT, PROPERTY OWN/ER AND AGENT INFORMATION: (Code Section 4.202.A) APPLICANT NAME: -- MAILING ADDRESS: 101 PHONE NUMBER: FAX NUMBER: 01 PROPERTY OWNER(S): _ Wti) / / S . LLL,^, -- (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) AGENT NAME: MAILING ADORE FAX NUMBER: ?7 tLt r) lJ _ _ PHONE NUMBER: q`f -7 NUMBER:?TvL? E-MAIL ADDRESS: CELL e0hir7J?1 jLlfe e L?Cf?'1 l B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) _ STREET ADDRESS of subject site: /4415 S- / " ' n,6? t--l,,P_r Ave. ORIGINAL RECEIVED LEGAL DESCRIPTION:L GI St??ff _- (if not listed ere, ple se not the location of thin docum t'n the submittal) ?HIY 1 20Q6 PARCEL NUMBER: / Us1J I Y - I, - MI WING DEPART ME PARCEL SIZE: (acres, square feet) - r _ CITY OF CLEARWATE PROPOSED USE(S) AND SIZE(S): '_eju'f'`s(?, -_?ir?-------__?? (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S): -^- -- - -- Attach sheets and be specific when identifying the request (include all requested code deviations: e.g. reduction in required number of parking spaces, specific use, etc.) A IT Q Page 'l of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater 0 0 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PR OUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES NO V(if yes, attach a copy of the applicable documents) C.PPROOF 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 6) D. SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) al. Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be In harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. h4 t- -v - --- - --- 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly Impair the value thereof. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. ORIGINAI RECEIVED JAN 1 1 2006 4. The proposed development is designed to minimize traffic congestion. PL?AtTN?N'ING DEPARTME?N7 5. the community character of the immediate vicinity of the parcel proposed for development. th The proposed development is consistent with ? . 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. --- _ = ' P_?1-- - ---- -- Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (as applicable) - Explain how each criteria is achieved in detail: 1. The.development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, Intensity and development standards. Page 2 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater 2. The development of the parcel proposed for development as a comprehensive infiil redevelopment project or residential infill project will not reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) 3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater. 14. The uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. -- -- - See- 5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not otherwise available in the City of Clearwater. ORIGINAL RECEIVED 6. The development of the parcel proposed for development as a comprehensive infll redevelopment project will upgrade the immediate vicinity of fha --al -nn-4 fnr `1ava1nnmant ENT 7. The design of the proposed comprehensive infiil redevelopment project creates a form and function that enhances the community character of the Immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 8. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 9. Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the Immediate vicinity of parcel proposed for development. t1A 10. The design of all buildings complies with the Tourist District or Downtown District design guidelines in Division 5 of Article 3 (as applicable). Use separate sheets as necessary. Page 3 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater -- -- - -- ----- GIN O -CLEAR-WATER F. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Crite Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that invoi addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with I City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption this requirement. If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ?;]?r 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 C _y rpanual. Signature and seal of Florida Registered Professional Engineer on all plans and calculations. O 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 "ck owledgement 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 b provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) U/SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; 41/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; 2 LOCATION MAP OF THE PROPERTY; N ARKING 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; I? 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; G. ,SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) I SITE PLAN with the following information (not to exceed 24" x 36"): All dimensions; North arrow;. _ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; Index sheet referencing individual sheets included in package; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; _ All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; _ Location of all public and private easements; Location of all street rights-of-way within and adjacent to the site; (NOL 1= r'W JAN 112006 PLANNING DEPARTMEN CITY OF CLEARWATER Page 4 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater 0 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 storm-water management facilities; Location of all outdoor fighting fixtures; and vJc-0-C' ?yG'?cS2C% C<} 1'1/1,5 r m1? -4 Location of all existing and proposed sidewalks. I SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: Land area in square feet and acres; _ Number of EXISTING dwelling units; Number of PROPOSED dwelling units; _ Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces: _ Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; Official records book and page numbers of all existing utility easement; Building and structure heights; ORIGINAL Impermeable surface ratio (I.S.R.); and RECEIVED Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED SITE PLAN to scale (8 Y2 X 11) and color rendering if possible; JAN 11 2006 DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: . One-foot contours or spot elevations on site; PLANNING DEPARTMENT Offsite elevations if required to evaluate the proposed storrhwater management for the parcel; . All open space areas; CITY OF CLEARWATER Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; Tree Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) LANDSCAPE PLAN: All existing and proposed structures; _ Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; _ Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Proposed and required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, Including driplines (as indicated on required tree survey); _ Plant schedule with a key (symbol or label) indicating the size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; _ Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; _ Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; _ Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. REDUCED LANDSCAPE PLAN to scale (8'/s X 11) (color rendering if possible); i IRRIGATION PLAN (required for level two and three approval); ?A COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. Page 5 of 7 - Flexible Development Comprehensive Infill Application 2005- City of Clearwater 0 10 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. CEB.UILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; /REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 '/2 X 11) (black and white and color rendering, if . possible) as required. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) U- All EXISTING freestanding and attached signs; Provide photographs and dimensions (a'ryrea, height, etc.), indicate whether they will be removed or '\[ r=•a. _ _,lc ... .7 .tom- .:- Y._+e-i+.- 1c:,y t?.-?:,:-.?,?C to remain. ..? ([;JtG;;w_ ?", (.V.ir'.._ t'. • ? f .? ? a ? .ca;? ..?X. c'T it '` t-?:=' T> r``-5 ? VI PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals)r: F??-?t????: ctc-s=-\{` •. v%_r?tj1c? : i ?r? ut " z r? tT le, N I Comprehensive Sign Program application, as applicable (separate application and fee required). - signage proposal (8'/z X 11) (color), if submitting Comprehensive Sign Program application. 16 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: ?? VV 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 TIP-1p rtable ac (dents within the_prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. ? 7o ntr-it^ tS rf' A f lach.'d? 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. cknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway egs each turning movement at all intersections identified in the Scoping Meeting. ! __`Fraffic Impact Study is not required. a 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. W?6NIf you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at 50. JAN 11 2006 L. SIGNATURE: I, the der igned, acknowledge that all representations made in this application re true and accurate to the best of my knowledge and autho' ize Pty representatives to visit and photograph the property desclbed: n this application. of property owner or representative Page 6 of 7 - Flexible Development Comprehensive Infill Application 2005- City LANNING DEPARTMEN CITY OF CLEARWATER STATE OF FLORIDA, COUNTY OF PINELLAS Sgiorn to and subscribed before _We this day of ?l 1 A. D. 20!0!R to me and/or by ???? u(h is personally known has produced - /V? as i entification. ,j t?.?C,9,?•1._------ N ary public, My commission expires; W. Ll?j -P&OV Nee- DOREEN A. WILLIAMS '0- 10? MY COMMISSION # DD 155802 ?` of t?°?\ EXPIRES: October 14, 2006 1.806&NOT y 1 Notary senim 8 Bonding inc .G1F2f?C/ateY LETTER OF AUTHORIZATION This letter will serve as authorization for Housh Ghovaee (agent Name) with Northside Engineering Services, Inc. to act as an agent for Wicks, LLC/ _D/k)) T) j e I &m A-Al _Managing Agent (Property Ow er's Name) And to execute any and all documents related to securing permits and approvals for the construction on the property generally located at ORIGINAL RECEIVED JAN 11 2000 PLANNING DEPARTMENT CITY OF CLEARWATER 22/29/15/22986/000/0030 - 1415 S. Martin Luther King Jr Ave. (Property Location) untv-- to of FLORIDA. - u t?G•?v? A-11 ? tdjt.L n re f Property Owner Print me of Property Owner 101 East Kennedy Blvd, Ste 2800 Address of Property Owner Tampa, FL 33602 City/State/Zip Code Managing Agent Title 7A-)- ?-- 1,0 5 Telephone Number State 9 Lt?'._ ? The foregoing instrument w Lackn.owledge b fore me this GZy-' day ft County ` of,'i1 by ,.3 who is personally known to me or who has produced as identification and who did (did not) take an oath. DOEEEN A. WILLIAMS 0.0 MY COMMISSION # F? EXPIRES. DD 155802 October 14, 2006 3-NOTARY FL Notary Service g Banding, Ina (SEAL ABOVE) (Sigr`ature) Commiskon # Notary.Public (Name of Notary Typed, Printed or Stamped) • 0 CITY OF CLEARWATER AFFIDAVIT TO AUTHORIZE AGENT ^^ o? PLANNING & DEVELOPMENT SERVICES ADMINISTRATION ?9KATEA- MUNICIPAL SERVICES BUILDING, 1OO.SOUTH.MYRTLE AVENUE, 2"d FLOOR PHONE (727)-562-4567 FAX (727) 56274576 (Name of all property owners) 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property: PLANNING DEPARTMENT CITY OF CLEARWATER (Nature of request) That the undersigned (has/have) appointed and (does/do) appoint t (Ae',d i C=ti ?ifC?? J?f•!-Ist?'•,.7?-.? ?i.?rr i l?e?r?;/d ?!??a ?'irc A('.PC .._L?r? to execute) any necessary to affect such p 4. That this affidavit has been executed to induce the on the above described property; 5. That (1/we), the undersigned authority, hereby ce STATE OF FLORIDA, COUNTY OF PINELLAS Clearwater, Florida to consider and act at th, t'eg, g is true and correct. j d4r 8 f e me the undersigned, an officer duly co issione by th4h laws of th tate of Florida, on this day of personally appeared C- k6 ? _ who having been first duly sworn nderstands a contents of the affidavit that he/she signed. deposes and says that he/she fully understands-The' ' / Notary Public My Commission Expires:/ 0 .-/ ?? C} ?t?tiYP?B, DOREEN A. WILLIAMS S: application forms/development review/Affidavit to Authorize Agent ?? MY COMMISSION # DD 155802 of yr ' EXPIRES: October 14, 2006 14M3•NOTARY FL Notary Service & Bonding, Inc. RECEIVED (Addrass or General Location) 2. That this property constitutes the property for which a request for a: JAN 11 2006 ORIGINAL RECEIVED FLEXIBLE DEVELOPMENT APPLICATION JAN 11 2006 Level Two - Comprehensive Infill Redevelopment Protect PLANNING DEPARTMENT 1415 S. Martin Luther King Avenue CITY OF CLEARWATER David & Goliath NES Project # 0579 Description of Request: To raze the existing 5,906 sq. ft. warehouse with accessory office building and construct a new 13,000 square foot building consisting of 8,000 sq. ft. of warehouse space and 5,000 sq. ft. of accessory office space with approval as a Level Two - Comprehensive Infill Redevelopment Project. Based upon the requirements contained within the IRT district for warehouse uses the following deviations are being requested; deviations the required (north) side yard setback from 10' to 4' (to pavement), the (south) side yard setback from 10' to 0' (to pavement flare) and to the required (east) rear yard from 20' to 19.7' (to pavement). Also requested is an increase in the building height from 25' to 37.6' to highest point (31' to mid-point of roof) General Applicable Standards (Section 3-913(A) : 1. The proposed development will be harmonious with the scale, bulk, coverage, density, character and setbacks of the surrounding commercial properties and buildings to the north and south as the area is comprised of various similar developments including a Thomasville Furniture warehouse, the shipping center for the applicant to the south, a water tower site, an automotive service center and the D-Mar facility. The majority of the above locations are developed in such a way as they appear to be of warehouse type construction and function although not all uses are warehouse specific. Further, the proposed primary use of Storage/Warehouse is considered appropriate and consistent with the Future Land Use designation of CG. The development plan offers protective measures to provide harmonious existence with the abutting residential district, such as providing a building setback of over 70' from the abutting residential property line to the east, providing substantial hedge plantings along the east property line and a new 6' high fence to aide in buffering the residential sites. Further, all activity will take place within the confines of the building and hours of operation are daytime only, Monday through Friday. The proposed development will not hinder or discourage development or, use of the adjacent land and buildings but will actually further promote investment and development in addition to increasing the values of the surrounding land. 2. The proposed development and subsequent investment will encourage further investment and development in the area, the current assessed value of the site is $244,000 with a projected value of $1,350,000 upon competition 1 0 • 3. The proposed development will offer no adverse health or safety impacts, as no outdoor activity or storage will be conducted, the use will not create negative effects on the surrounding properties as the redevelopment of this existing warehouse use will only improve upon existing conditions by provide improvements such as but not limited to: offering increased landscaping, improved parking with an improved loading area and improved site drainage. Further, the development plan will include some landscape upgrades to the site south of the subject to provide further upgrades to the area as a whole. 4. With the proposed improvements the traffic and parking flow has been greatly improved as the development plan provides an improved loading area and parking area. As no change of use is being requested with the warehouse to warehouse proposal this development plan offers no increase in expected traffic as an equal number of daily trips is expected. 5. The proposed development and use is consistent with the existing surrounding warehouse and service uses and character of the immediate vicinity. The proposed improvements to the site and the design of the building will provide increased benefit to the area and community character. 6. The 5,000 sq. ft. office will house eight artists and twelve office employees with the 8,000 sq. ft. area of warehouse having three assigned employees. No customers will visit this facility to create additional vehicular congestion or noise. Comprehensive Infill Redevelopment Project Criteria 1. The proposed use is allowable within the future land use designation, is currently existing on site and on some of the surrounding sites but is not listed as an out right permitted use based on current code, therefore denial of the use would be impractical. The minimal requested setback variances will provide no negative effects on the adjacent properties as the uses to the north and south where the variances are needed are of similar/like use and intensity. 2. The proposed development will have a positive effect on the surrounding property values by providing and promoting further investment in this area. 3. Warehouse use with accessory office is permissible within the City of Clearwater. ORIGINAL RECEIVED JAN 11 2006 PLANNING DEPARTMENT 2 CITY OF CLEARWATER • • 4. The adjacent and surrounding land uses to the north and south are comprised of primarily similar uses and therefore the proposed development is compatible with the adjacent commercial land uses. The proposed Storage/Warehouse use is considered appropriate and consistent with the Future Land Use designation of CG. Although the subject area as a whole contains similar uses and such uses are permissible with the Future Land Use designation, the area abuts residential property to the east. The development plan offers protective measures to provide harmonious existence with the abutting residential district, such as providing a building setback of over 70' from the abutting residential property line to the east, providing substantial hedge plantings along the east property line and a new 6' high fence to aide in buffering the residential sites. Further, all activity will take place within the confines of the building and hours of operation are daytime only, Monday through Friday. 5. The proposed development and subsequent investment will upgrade the vicinity by providing further encouragement of investment and development in the vicinity and provide increased value to the land in the area. The current assessed value of the site is $244,000 with a projected value of $1,350,000 upon competition. 6. The design of development project creates improved form and function by providing improvements such as; a new and exciting building designed with architectural interest, installation of substantial new landscaping which is tolerant to the Florida environment, providing appropriate site drainage, and the new of improved, sufficient and effective parking and loading areas. 7. Flexibility to allow the warehouse use (with minimal setback deviations) to continue will provide many benefits to community such as: substantial improvements to the site including but not limited to, a new building with architectural interest, new landscaping, new and improved site drainage and parking. 8. No deviations are being requested to the required parking spaces for this development application as the proposed parking exceeds the requirements of the IRT District for warehouse uses. See additional narrative provided by Plisko Architecture, PA, AIA for further use description. 01-11-06 RMRNES 0579 ORIGINAL RECEIVED JAN 11 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 3 Z? W W o cm c N z Q? W 1.1.1 W O a L r 1 U OCR Z ZO it fl I (i III II I5 I( I C? i1 11 II 11} tf II ?fl II I I} I I( I? IjI 'I III r III 9 ?I ml { ?S ?- -.? ' ,?/, ?EXi?T?1G VffJt£fi0}lSE,?? ,' ,• ` 07!`LY.lta, ' o aer r ar n ¢ w C4 j t o g NEW RETHNTION EWO ENTRY o POND 5,000 FL ELF m ¦ A Q ? N ? v U st $t t LOT2 r/ a \ 'bg5T1N4? Y6dRFuma , I /:-% = t N.BB-SBO8'E 314.74'(0 315.00' P - - - w r 1.14 - - Im ( ? t ? I N' 1 10' 10. ' J 78 COMM NEW WAREHOUSE 8,000 SE FL ELEV.25.0 I ` 0'. ® ? ? 8 t IOPOgO " j 4 I ..-. alamr soar -?-' 40- -00. N8W00'00'E_T374.50'(F) 315.00' ? ? .,.?- ` - - 0I1' '?ftd6" cm C7, 9YAREH0115E d 7sW F7'_ N ° -+?x?x A ?11gP7 ? 1 ? f / N v s s Z? C= uu ui 2a Gt _ N Q 52w (D Z 0 Z g? ti u W*OIED 1 EMM 1 1 ?atis \ E Y 5.800 EL E 25A b 1-1-1- inT'J NEW WMMOISE SAN SE EL EWr 25A N v N 's E W / N \ N ! - \ LAM? I \ \ ARM / ::' \ \ 5 ......i2. = i NASPHALT 11-30-05 W M C000813 ?22 'a 5EGOND FLOOR PLAN NOT TO 51-ALE n?? i rL.vv? r??v NOT TO 51-ALE ROOF PLAN NOT TO 51-ALE v 05 z O Z 0 v m c D? m m m m ;o z m 0 ;a m ti m Z C=) v F- C= C" d? d„ d4 a? w" x a` LL Wu F .r x? U? a? d? Q 3 ?m - FEE] W Z?Z T j Q ?Q J YQ 0?0 J? Qz? } 1U Q in A-1 NOT TO 56- ALE ERESTORY IDD,e ----- -_ ... ... .. .. ..... h 5EOOND FLOOR 11 F8i5T FLOOR 6A ME' DIN GIB BRi Fflf ...... .. .... .. ... d??l? f?Hn1 516 YV11 -- ---.o.--a----0----a-- ' RE, SCUPFERS N LONG. Y ALONG WALKWAY-l SOUTH ELEVATION NOT TO 51-ALE WEST ELEVATION NOT TO SCALE VAILME NAT R f L ROOF OR -TE ENVONAL SHINbLES RE5TORY YKNCCY 7NZE TINTED 6LA55 1p BRONZE FRAME H E: ]'-0' x 10'-0' 7RANGE LETTERS Wlf1E BAOK6RQINp iE AWMIM/M RNLN6 ENTION POND KK BEYOND .LL n Z 11-30-05 M AA C 000817 Q ? ?Q11 ?y 4 w? 3 ?¢ w V < .?i Wu F_ Uw a? d? Q3 ?a rr ° am ? W L ? r d Ov v? 0 z D r EAST ELEVATION i 0 07, a. ORIGINAL RECENED COLSON AUTO ELECTRIC 1415 S. MARTIN LUTHER KING JR AVE DAVID AND GOLIATH / NES #579 WEST ELEVATION BUILDING SIGNAGE (13 SQ FT) TO BE REMOVED NOV 3 0 2005 PLANNING DEPARTMENT CITY OF CLEARWATER ? ?. r ` 1 knfr ?? -Wi.' '9?'--'er 7 i? ?" ? i.?- e i '"' fir ?_?..1 •s,ki r s Calculations Using the Most Used Trip Generation Rates from the 7th Edition ITE Trip Generation • n Description/ITE Code Units Expected Units Expected Daily Trips PM Peak Trips - Total PM In PM Out Truck Terminal 030 Acres General Light Industrial 110 TSF Gross Mini Warehouse 151 TSF Gross 13.0 33 3 2 2 Single Family Homes 210 DU Apartments 22 DU Mobile Home Park 240 DU Assisted Living 254 DU All Suites Hotel 311 Rooms Motel 320 Rooms Marina 420 Berths Health/Fitness Club 493 TSF Gross Church 560 TSF Gross Daycare Center 565 TSF Gross General Office 710 (Equation) TSF Gross General Office 710 Rate TSF Gross Medical Dental Office 720 TSF Gross Building Materials/Lumber 812 TSF Gross Hardware/Paint Store 816 TSF Gross Nursery (Garden Center) 817 TSF Gross Not Available Not Available Shopping Center 820 (Equation) TSF Gross Lunch Hour Traffic Shopping Center 820 Rate TSF Gross Quality Restaurant 931 TSF Gross Total In Out High Turnover/Sit Down Rest. 932 TSF Gross 0 0 0 Fast Food w/o Drive Thru 933 TSF Gross 0 0 0 Fast Food with Drive Thru 934 TSF Gross 0 0 0 Drive Thru Only 935 TSF Gross Not Available »»»> No calculations but studies sho Service Station 944 Fuel Position Serv.Station w/ Conven.Mkt 945 Fuel Position Tire Store 848 Service Bas Not Available Supermarket 850 TSF Gross Convenien. Mkt (Open 24 hrs 851 TSF Gross Convenien. Mkt (Open 16 Hrs 852 TSF Gross Not Available Convenien. Mkt w/ Gas Pumps 853 TSF Gross Discount Club 861 TSF Gross Pharmacy/Drugstore w/ Drive-thru 881 TSF Gross Furniture Store 890 TSF Gross Walk-in Bank 911 TSF Gross Drive-In Bank 912 Drive-In Lanes Y:\Public\Agency Apps\FDOT\[tripcalc 16.xlslCalculations 21-Nov-05 33 3 Y Z r- W uj _ W E I.- O N Q zi H W Q LLJ 0 (D ? Z 2O Z a U WLunch Peak 146-364 two way trips • K') nycr ?? (? GCS SSo (,? ?? L? Calculations Using the Most Used Trip Generation Rates from the 7th Edition ITE Trip Generation Report • Description/ITE Code Units Expected Units Expected Daily Trips PM Peak Trips - Total PM In PM Out Truck Terminal 030 Acres General Light Industrial 110 TSF Gross Mini Warehouse 151 TSF Gross 8.o 20 2 1 1 Single Family Homes 210 DU Apartments 220 DU Mobile Home Park 240 DU Assisted Living 254 DU All Suites Hotel 311 Rooms Motel 320 Rooms Marina 420 Berths Health/Fitness Club 493 TSF Gross Church 560 TSF Gross Daycare Center 565 TSF Gross General Office 710 (Equation) TSF Gross 5.0 133 84 14 70 General Office . 710 Rate TSF Gross Medical Dental Office 720 TSF Gross Building Materials/Lumber 812 TSF Gross Hardware/Paint Store 816 TSF Gross Nursery (Garden Center) 817 TSF Gross Not Available Not Available Shopping Center 820 (Equation) TSF Gross Lunch Hour Traffic Shopping Center 820 Rate TSF Gross Quality Restaurant 931 TSF Gross Total In Out High Turnover/Sit Down Rest. 932 TSF Gross 0 0 0 Fast Food w/o Drive Thru 933 TSF Gross 0 0 0 Fast Food with Drive Thru 934 TSF Gross 0 0 0 Drive Thru Only 935 TSF Gross Not Available »»»> No calculations but studies sho Service Station 944 Fuel Position Serv.Station w/ Conven.Mkt 945 Fuel Position Tire Store 848 Service Bas Not Available Supermarket 850 TSF Gross Convenien. Mkt (Open 24 hrs 851 TSF Gross Convenien. Mkt (Open 16 Hrs 852 TSF Gross Not Available Convenien. Mkt w/ Gas Pumps 853 TSF Gross Discount Club 861 TSF Gross Pharmacy/Drugstore w/ Drive-thru 881 TSF Gross Furniture Store 890 TSF Gross Walk-in Bank 911 TSF Gross Drive-In Bank 912 Drive-In Lanes Y:\Public\Agency Apps\FDOT\ tripcaic 16.xls)Calculations 21-Nov-05 '103 00 "10 ( l Z M cio w w Q C ' C= N r- 7W 1? w ? Q LLLJJJJ...!!! (9 U O? Q z0 Z d. VLunch Peak 146-364 two way trips J • • • Calculations Using the Most Used Generation Rates from the 7th ?c4j i ITE Trip Generation Report Description/ITE Code Units Expected Expected PM Peak PM In PM Out Units Dail Trips Trips - Total Truck Terminal 030 Acres General Light Industrial 110 TSF Gross Mini Warehouse 151 TSF Gross 13.0 33 3 2 2 Sing[ e Famil Homes 210 DU Apartments 220 DU Mobile Home Park 240 DU Assisted Living 254 DU All Suites Hotel 311 Rooms Motel 320 Rooms Marina 420 Berths Health/Fitness Club 493 TSF Gross Church 560 TSF Gross Daycare Center 565 TSF Gross General Office 710 (Equation) TSF Gross General Office 710 Rate TSF Gross Medical Dental Office 720 TSF Gross Building Materials/Lumber 812 TSF Gross Hardware/Paint Store 816 TSF Gross Nursery (Garden Center) 817 TSF Gross Not Available Not Available Shopping Center 820 (Equation) TSF Gross Lunch Hour Traffic Shopping Center 820 Rate TSF Gross Quality Restaurant 931 TSF Gross Total In Out High Turnover/Sit Down Rest. 932 TSF Gross 0 0 0 Fast Food w/o Drive Thru 933 TSF Gross 0 0 0 Fast Food with Drive Thru 934 TSF Gross 0 0 0 Drive Thru Only 935 TSF Gross Not Available »»»> No calculations but studies sho Service Station 944 Fuel Position Serv.Station w/ Conven.Mkt 945 Fuel Position Tire Store 848 Service Bas Not Available Supermarket 85D TSF Gross Convenien. Mkt (Open 24 hrs 851 TSF Gross Convenien. Mkt (Open 16 Hrs 852 TSF Gross Not Available Convenien. Mkt w/ Gas Pumps 853 TSF Gross Discount Club 861 TSF Gross Pharmacy/Drugstore w/ Drive-thru 881 TSF Gross Furniture Store 890 TSF Gross Walk-In Bank 911 TSF Gross Drive-)n Bank 912 Drive-In Lanes Y:\Public\Agency Apps\FDOT1[tripcalc_16.xls]Calcuiations 21-Nov-05 33 3 L L f- Z m co W W ? Q J? N Qty LIJ 0- W ? -Li v i W C J O? Zu- ---? Z :5 U Aunch Peak 146-364 two way trips is • 1 Tree Inventory 1419 S. Martin Luther King Property As required by the City of Clearwater, I have completed an assessment of all trees (5" dbh or greater) on the subject site. My opinion is set forth below as to the viability (rating of 1-5) and any potential hazards of these trees. Rating Scale 1 through 5 (1 = poor, 5 = excellent) # Tree Size & Snecies Rating and other nertinent comments 01 24" Laurel Oak 3, deadwood - crowded 02 32" Live Oak 3, Trunk decay, crowded and deadwood 03 30" Laurel Oak 3, Canopy thinning, deadwood 04 70" Live Oak 4, Decay, co-dominate, deadwood 05 20" Mango 3 06 6" Live Oak 3, Crowded, Part of cluster 07 20" Live Oak 3, Crowded, Part of cluster 08 10" Laurel Oak 3, Crowded, Part of cluster 09 38" Laurel Oak 3, Crowded, Part of cluster 10 16" Live Oak 3, Crowded, Part of cluster 11 24" Live Oak 3, Crowded, Part of cluster 12 20" Sabal 4, 13 20" Sabal 4, 14 8"+10" Twin Laurel Oak 3, Co-dominate twisted trunks, die-back 15 18" Laurel Oak 3, Crowded, in wires 16 8" Laurel Oak 3, Crowded 17 20" Laurel Oak 5, Compacted root zone I affirm that my opinions have been made in good faith, with no coercion from others.. I further affirm that I have no interest with the parties or people involved with neither this issue nor any interest with regard to the outcome. Sincerely, Chuck Butler, Certified Arborist, Certificate #FL-1235A Butler's Nursery, Inc. 7011 75th Street North Pinellas Park, Florida 33781 (727) 544-0445 - phone, (727) 541-5027 - fax ORIGINAL RECEIVED JAN 11 2006 PLANNING DEPARTMENT CITY OF CLEARWATER NOV 2 1 2005 SECTION 22, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA. TOPOGRAPHIC SURVEY W T TR E OC T O W I H L A I N E W LEGAL DESCRIPTION: .., p N ? 3 LOT 3, DUNCAN S A.H. RESUBDIVISION, W r-, AS. RECORDED IN PLAT BOOK 5, PAGE 26, OF THE 0,0 P-I 0U PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. p LAJ Q LL ?'C Z O gu D r m u' FND 5/8"I.R. FND C.M. I 3X3 I I I N ?I ° ?I LOT 2 WI I ° O1 I I 3 o I 40 of OTHERS 8 10" TWIN LAUREL OAK ONE STORY NER ?I NO 1 vi 3 ,a2 I I COMMERCIAL BUILDING FOUND SEf 3 " 15 METAL BLDG. I I 315. FALLS ° IN wA I _s ----- --- ,as --- y0-- - 1 UREID.1AK 0.3 2.7 I '-- -.-- - ? 1 NB6 ' 7 J :, 4.74(c) E. N.895908 3 5 E? ? 4.7 OFF ?'° W0U 0 Q t 'COVERED 13 1 TAN- ? . CARPQRT S "' ' 24 3.4 0 Z ._ _• J ? 8.0 _ 4 4 /r? 'rs' F I 0 • " , 3 21 o "OAK w V . ,o 8 LA L 0 ?p .• Z Q o! 6 -- 27.4 U I j 9.1 to +° ID 2 : 2? 4 .. f? , yG+ uu Gcar °z4ym2esx7 ' P K - ?c ,. .y _/ Q t w EV ' D CD EL ATION =. .73 W I ^ 5• • 75 3' k . . CONC ??•7 ?..'. .. = N 2a.4 t C9 H ,yA + sip 2 DING do Y LOT 3 :D STEPS 2aa - a NGo 5 1 w 2M ?- J JK M -? 3 ?-- C-) R .."j •.v a' a to ?j?Q? Q •1a7 1 1 /3P/, Z O oily lay ?I II? 23L k " 4 I N O O ???? 30.4' 2 7 2a1 4 I- O 0 E A . O E o k SH . o _ w + ,a El Q E ' Z , G 30"LAUREL 3 0 1- 0 . • , ?? 1 co : ; n 1 2 3 , - t _ 9 BLDG. '` • ' " •. _ ' =: ? • c?.,, ,? •' . Q I BLDG. ? 71O ys, 24" UREL ' : " 32 LIVE 0 2.8 : > : LAU 19.6 20 "y FF - - 25.4 :. • • 30.4.: Ivr 0. t 5 x i f T°2 Q.3 _ 1)J_ - - _ _ x ------------------------ ENC. ENC. z 1 " ' ' V x f C.M. OFF 4 t (F) 4. N 90 00 00 E 314.50 S PHA L X3 1z v ONRY OTHERS 315.00'(P) , IQ i ONE STORY S m EKED PHALT, ) 4 2,4 COMMERCIAL BUILDING, R . Q v rn n SITE BENCHMARK /I LOT 6 BUTLER'S NURSERY INC 0 r , ELL A77ON -= 2 .00 (ASSUMED) 7011 75TH ST N PINELLAS PARK FL 33781 727-544-0443' F""' 727-541-'°r'' E-,u' tkr6k "pabGy.R TREE SURVEY NOTES DRAWN BY. RON BELKO CHECKED BY: CHUCK BUTLER CERTIFICATION # FL-1235A 7REE SURVEY NUMBER XCL = CENTERLINE ELEVATION XFL = FLOWLINE ELEVATION ELEI/A770NS ARE DERIVED FROM AN XBOC = BACK OF CURB ELEVATION 7REE suRVEY R4nNG XASPH = ASPHALT ELEVATION ASSUMED MANHOLE RIM ELEVATION OF 20.00' 0 aw XCONC = CONCRETE ELEVATION i P? XNG = NATURAL GROUND ELEVATION a o7rrER NOTE: This survey was conducted without the benefit of an abstract ENCROACHMEN7S: of title, therefore, there may be other easements, right-of-way, TWO STORY RESIDENCE (ON SOUTH) ENCROACHES INTO LOT 6 AS SHOWN setback lines, agreements, reservations, restrictions, or . other similar matters of public record, not depicted on this survey. NOT VALID WITHOUT SIGNATURE AND EMBOSSED WITH SURVEYOR SEAL NOTES: LEGEND: I.P. = IRON PIPE = IRON ROD I R CERTIFIED TO: 1) BEARINGS ARE BASED UPON THE SOUTH LINE LOT 3, N 90'00'00" E ASSUMED BEARING . . A = ARC LENGTH (W-CALCULATED CALCULATED O.U. = OVER HEAD UTILITY = CHORD BEARING P.O.B. = POINT OF BEGINNING CREATIVE AVALANCHE, INC. 2) PROPERTY APPEARS TO BE IN FLOOD ZONE -X" " " CH= CHORD DISTANCE P.O.C. = POINT OF COMMENCEMENT C.LF.=CHAIN LINK FENCE (P) = PLAT CIT SMALL BUISNESS LENDING CORP. PANEL #125096-0008 SUFFIX D ACCORDING TO NATIONAL FLOOD CM. = CONCRETE MONUMENT p.p. = POWER POLE AMERICAN NATIONAL TITLE SERVICES INSURANCE RATE MAP. REVISED 8-19-91 CONC. = CONCRETE R = RADIUS CSW - CONCRETE SIDEWALK T.P. = TELEPHONE POLE AMERICAN PIONEER TITLE INSURANCE CO. 3) ELEVATIONS ARE BASED ON ASSUMED DATUM D=DEED (F) = FIELD MEASURED S.P.K.D. = SET P.K. NAIL & DISK LB 945 IT " 4) LEGAL DESCRIPTION FURNISHED BY TITLE COMPANY 5/8 I.R. & CAP LBg6945 FHD = FIRE HYDRANT SIRC = SL FND = FOUND W =060D FENCE CERTIFICATION WILLIAMSON I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND & MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE BOARD OF PROFESSIONAL D SURVEYORS L ASSOCIATES INC . AN , . PROFESSIONAL SURVEYORS DONALD L WILLIAMSON PSM # 5649 HARRY B. ROGERS, III PSM # 6418 DATE MAPPERS LB # 6945 DATE: 5020 GUNN HWY SUITE 220 A FIELD WORK BY: E.H. 9-12-2005 F.B. # 145 PAGE # 58 TAMPA, FL 33624 DRAWN BY: CHAD L DATE: 9-14-2005 JOB # 05-3846 4795 FAX (813) 264 6062 Ir w NOV 2 1 2095 .?7 ? 20)URM SFK(O CIVIL 0 LAND PLANNIN6 0 ENVI RONMENTAL 0 TRANSPORTATION 0 STORMWATER REPORT FOR: David and Goliath 1415 S. Martin Luther King Jr Ave P4= III.. A - 45?;? Ram A. Goel, P.E. #47431 January 2006 Project No. 0579 ORIGINAL RECEIVED JAN 11 2006 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 N ESADMI N@MI NDSPRI N6.COM N ESTECH@MI NDSPRI N6.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 PLANNING DEPARTMENT CITY OF CLEARWATER DRAINAGE NARRATIVE The project is located in section 22, township 29 and range 15 in the City of Clearwater. The contiguous owned property is 41,510 sf and consists of the construction of condominium dwelling units with associated parking and road infrastructure, storm management system and utilities and results in the following: • Removal of 8,172 S.F. of impervious vehicular use area and 7,031 S.F. of new building, sidewalk and pool area. • Construction of 15,871 S.F. of impervious.vehicular use area and 15,233 S.F. of new building, sidewalk and pool area. This will yield a 7,699 S.F. INCREASE of impervious vehicular use area and overall there will be a 15,901 S.F. INCREASE in total impervious area. Discharge is into the City of Clearwater's storm system and 1/2" water quality and 25yr/24hr quantity attenuation is provided yielding a quality requirement volume of 1,730 cf and a quantity requirement volume of 5,892 cf. 1,794 cf of quality volume is provided between elevations 18.00 and 19.55 and recovered through 30 If of 6" perforated socked PVC underdrain within 17 hours. Because the quality discharge is recovered within 24 hours this volume is used as part of the required quantity storage volume and 5,921 cf is provided between elevations 18.00 and 21.52. Overflow is discharged through the top of grate of the control structure and enters the City of Clearwater's storm system through a roadside inlet. ORIGINAL RECEIVED JAN 11 2006 PLANNING DEPARTMENT CITY OF CLEARWATER NOR THSIDE ENGINEERING SER VICES, INC. 25 YEAR STORM EVENT CITY OF CLEAR WATER MODIFIED RATIONAL METHOD PROJECT: DAVID & GOLIATH DATE: 11/29/05 JOB NO: 0579 `. RUN-OFF COEFFICIENTS PRE-CONSTRUCTION IMPERVIOUS 15203 0.45 PERVIOUS 26307 0.2 OTHER 0 1.0 TOTAL 41510 C1= 0.29 POST-CONSTRUCTION IMPERVIOUS 31104 0.9 PERVIOUS 8116 0.2 POND 2290 1.0 TOTAL 41510 C2= 0.77 HISTORIC PEAK DISCHARGE T I Cl A 10 8.5 0.29 0.95 Q= 2.36 I = 3.6 Q= (C2-C1) x I x A x 3600 = 5892 c.f. 6841 5261 0 12103 27994 1623 2290 31907 ORIGINAL RECEIVED JAN 11 2006 P CITY OF CLEARWA ERT ORIGINAL RECEIVED JAN 11 200& PLANNING DEPARTMENT CITY OF CLEARWATER PROJECT NAME : DAVID AND GOLIATH PROJECT NO.: 0579 POND STORAGE DATA T.O.B. EL.= D.H.W. EL.= W.Q. EL.= BOTTOM EL.= STAGE ft-NGVD AREA SF AREA AC STORAGE CF 22.00 2,290 0.053 6,350 21.52 2,121 0.049 5,291 21.00 1,939 0.045 4,236 20.50 1,763 0.040 3,310 20.00 1,588 0.036 2,473 19.55 1,429 0.033 1,794 19.00 1,236 0.028 1,061 18.50 1,061 0.024 486 18.00 885 0.020 0 SWALE STORAGE DATA T.O.B. EL.= D.H.W. EL.= BOTTOM EL.= STAGE ft-NGVD AREA SF AREA AC STORAGE CF 22.00 1,367 0.031 1,196 21.52 992 0.023 630 21.40 898 0.021 517 21.20 742 0.017 352 21.10 664 0.015 282 21.00 586 0.013 220 20.75 391 0.009 98 20.50 195 0.004 24 20.25 0 0.000 0 TOTAL WATER QUALITY CALCULATIONS: DRAINAGE AREA = 41,510 SF REQUIRED WATER QUALITY DEPTH = 0.50 IN REQUIRED WATER QUALITY VOLUME = 1,730 CF PROPOSED OUTFALL ELEVATION = 19.55 FT AVAILABLE WATER QUANTITY = 1,794 CF f 1 1 ? * • NORTHSIDE ENGINEERING SERVICES POND DRAWDOWN ANALYSIS PROJECT: DAVID AND GOLIATH PROJECT NO.: 0579 VOLUME PROVIDED = 1,794 C.F. BOTTOM OF SLOT ELEV. = 19.55 BOTTOM OF POND ELEV. = 18.00 UNDERDRAIN INVERT ELEV. = 17.25 K = 0.09 FT/MIN LENGTH OF UNDERDRAIN = 30 FT SIZE OF UNDERDRAIN = 6 INCH POND AREA (SF) = 1,429 S.F. POND AREA (SF) = 885 S.F. ELEV. AVG. HEAD INCR HEAD L (AVG) HG FILTER ARE FLOW POND AREA INCR VOL. INCR TIME FT FT FT FT S.F. CFM S.F. C.F. MIN. 19.55 1,429 1.86 0.39 2.75 0.68 47 2.86 528 184 19.16 1,293 1.47 0.39 2.75 0.53 47 2.26 475 210 18.78 1,157 1.08 0.39 2.75 0.39 47 1.67 422 253 18.39 1,021 0.69 0.39 2.75 0.25 47 1.07 369 345 18.00 885 TIME = 993 MINUTES TIME = 16.5 HOURS I#: 2005453355 BK: 14736 PG: 879, 11/10/2005 at 11:00 AM, RECORDING 2 PAGES $18.50 D DOC STAMP COLLECTION $2660.00 KEN SURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLEDU19 ORIGINAL RECEIVED Preggred by a idmdli o_r Sandra V. Hedeas Paralegal Neil S. Scheeht, P.A. 3630 W. Kennedy Blvd. Tamps, IFL 3361P1 e,e ? 7 y7. np,„Q vw b 05 901,44 JAN 11 2000 PLANNING DEPARTMENT CITY OF CLEARWATER Pile Nttm er. ISpacc Rbuvv Tito Line For Rtiaarding Data Warranty Deed This Warratlty Deed made this 1st day of November, 2005 between Creative Avalanche, lnnc., a Florida corporation whose post office address is 219 S. Saturn Avenue, Clearwater, FL 33755, grantor, and Wicks, JLLC, a Florida limited liabBlity company whose post office address is 10.1 E. Kennedy Blvd., Suite 2890, Tampa, FL 33642, grantee: (Whonava used harciu the terms "grautor" avid "grautec, include all the pardes to this inettument and eta helm lcsw ropWwritativus. VA migA of Witnesseth, that said grantor, for and in consideration of the sum of TEN AND N01100 DONS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to tho said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Pinellas County, Florida to-wit. Lot 3, A. 13. Duncans Sub. of Clara E. Duztcabs Sub., according to the map or plat thereof as recorded in plat Book 5, Page(s) 26, of the West 1/2 of the Northeast 114 of the Southwest 1/4 of Section 22, Township 29 South, Range 15 East, of the Public Records of Pinellas County, Florida. Parcel identification Number-. 22/29115/22986/000030 Together with all the tenements, hereditamettts and appurtenances thereo belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in foe simple; that the ,s rrr hPnod right and !AwAd atathority to soil and convey said land; that ox grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons wuontsocVW, a:;:l encumbrances, except taxes accruing subsequent to December 31, 2004. it, Witness Whereof, grantor has hereunto set grantor's hand and seal the day and yew first above written- Double;Tlmaw A • PINELLAS COUNTY FL OFF. REC. SK 14736 PG 880 sigmed, sealed and delivered in our presence: ame: f 0 Creative Aval,. Grp ation '?lonciyciy Cal 1ay'Gi?,e'? ??l`esident (Corporate Seal) County of Hillsborough The foregoing instrument was acknowledged before me this I- day - by Wendy Chatlcy Green, President of Creative Avalanche, Inc., a Florida corporation, on behalf of the corporation. He/sbe Ll is personally known to me or [%] has produced a driver's license as identification. notary .ru4w;i Primed Name, My Commission Expires: NfY COMM1 4%m PAW sr„ . ORIGINAL RECEIVED JAN 11 2006 PLANNING DEPARTMENT CITY OF CLEARWATER poubis'Plme? RECEM NOV 3 0 2005 PLANNING DEPARTMENT, NA CRY OF CLEARWA EN G FLD2005?11112 1415 S MARTIN LUTHER HING J Date Received: 11/30/2005 DAVID & GOLIATH ZONING DISTRICT: C LAND USE: CG ATLAS PAGE: 314A PLANNER OF RECORD: NOT ENTERED CLWCoverSheet M' r oI1??P C??t??F rb? t s ??4 r T?i4TGC?? C[p(?'spy1 ?°s ?rii,ri l 1 PLANNING DEPARTMENT Mr. Jon Sipera Ranmar Development, Inc. 12645 Race Track Road Tampa, Florida 33626 C ITY OF C LEARWATER' POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 September 25, 2007 Re: Development Order - Minor Revision FLD2005-11112 - 1415 South Martin Luther King Jr. Avenue, David & Goliath Dear Mr. Sipera: On February 21, 2006, the Community Development Board (CDB) APPROVED with eight conditions a Flexible Development request to construct an 8,000 square foot warehouse facility and accessory 5,000 square foot office in the Commercial (C) District with a reduction to the side (north) setback from 10 feet to four feet (to pavement), a reduction to the side (south) setback from 10 feet to zero feet (to pavement), a reduction to the rear (east) setback from 20 feet to 19.7 feet (to pavement), and an increase to building height from 25 feet to 37.42 feet as a Comprehensive Infill Redevelopment Project, per section 2-704.C. A proposal has been submitted on August 7, 2007, under BCP2006-06259 to revise the approved project with the following: Increase the floor area from 13,000 square feet to 14,000 square feet for warehouse use only, eliminating the corporate office use from the plans. Revise the building height for the warehouse to 27'-8.5" to the midpoint of the pitched roof. The enclosed loading dock on the east end of the building is proposed at a height of approximately 14'-11.5" to the midpoint of its pitched roof. The plans approved by the CDB showed the office area on the west side of the building was 31 feet in height at the midpoint of the pitched roof. The warehouse area of the building was at a height of approximately 19 feet to the midpoint of the pitched roof. The loading area of the building on the east side was approximately 14 feet in height to the midpoint of the pitched roof. While there was a slight front (west) building setback increase from 52.7 feet to 53.9 feet, the warehouse portion of the building will be setback 58.62 feet from the rear (east) property line and the enclosed loading dock will be at a rear (east) setback of 37.62 feet. Parking to the rear (east) of the building has been eliminated. The plans approved by the CDB showed the warehouse area of the building approximately 83 feet to the rear (east) property line, with the loading area at a distance of 63 feet to the east property line. Parking spaces were located approximately 19.7 feet to the rear (east) property line. FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" September 25, 2007 Sipera - Page 2 Required parking of 21 parking spaces is being provided, representing an increase of one parking space. The plans approved by the CDB required the provision of 20 parking spaces, while 26 parking spaces were provided. Buffering along the east property line abutting single family zoning and uses has been increased through the provision of a six-foot high solid wood fence in lieu of a black vinyl coated six-foot high chain link fence. Landscaping shown on the plans approved by the CDB is still being provided. In accordance with Section 4-406.A of the Code, the revisions proposed are deemed to be a Minor Revision and are APPROVED. The approved Minor Revision changes are being shown on the site and building plans under BCP2006-06259. Should you have any questions, feel free to contact Wayne M. Wells, AICP, Planner III, at 727-562-4504. Sincerely, Michael Delk, CP Planning Director S: (Planning Department)C D BIFLEX (FLD) Vnactive or Finished Applications IMartin Luther King Jr 1415 David & Goliath (C) ApprovedWartin Luther King S 1419 Minor Revisions Development Order 9.25.07.doc W RI., 0 0 Wells, Wayne From: Wells, Wayne Sent: Tuesday, September 25, 2007 12:15 PM To: 'Jon Sipera' Subject: BCP2006-06259, 1415 S MILK Jr. - David & Goliath Martin Luther ng S 1419 Minc Yes. Also I am attaching a Minor Revision letter, with the original being mailed to you. -----Original Message----- From: Jon Sipera [mailto:jsipera-ranmar@tampabay.rr.com] Sent: Tuesday, September 25, 2007 10:04 AM To: Wells, Wayne Subject: RE: BCP2006-06259, 1415 S MLK Jr. - David & Goliath Wayne, Thank you for the update. Does this mean you have signed off on BCP2006-06259? Thank You, Jon Sipera Vice President of Administration Ranmar Development, Inc. B- 813.854.4486 F - 813.855.0236 CONFIDENTIALITY NOTICE: This email message and any accompanying data are confidential, and intended only for the named recipient(s). If you are not the intended recipient(s), you are hereby notified that the dissemination, distribution, and or copying of this message is strictly prohibited. If you receive this message in error, or are not the named recipient(s), please notify the sender at the email address above, delete this email from your computer, and destroy any copies in any form immediately. --Original Message----- From: Wayne.Wells@myClearwater.com [mailto:Wayne.Wells@myClearwater.com] Sent: Tuesday, September 25, 2007 9:50 AM To: jsipera-ranmar@tampabay.rr.com Cc: Robert.Maran@myClearwater.com Subject: FW: BCP2006-06259, 1415 S MLK Jr. - David & Goliath Jon - Bob Maran in Stormwater Engineering does not see any problem with the submittal. As such, I am showing the comment below as "met". Wayne > -----Original Message----- > From: Wells, Wayne > Sent: Monday, September 24, 2007 6:31 PM > To: 'jsipera-ranmar@tampabay.rr.com' > Cc: Maran, Robert (Bob) > Subject: BCP2006-06259, 1415 S MLK Jr. - David & Goliath > Jon - 1 0% 0 0 > I have reviewed the revised plans and have signed off on all comments except the following: > "Since civil engineer has changed from that previously on submitted plans, provide stormwater calculations signed and sealed by the engineer." > I have checked the file and do not find any such drainage report and calculations signed and sealed by the new engineer. Until such is provided and approved by Bob Maran in Stormwater Engineering, I will not indicate such as "met". > I did redline for you one small change on the landscape plan, as there are indicated on the plan 228 PD2 shrubs, not the 222 PD2 shrubs indicated in the plant schedule. If this is not acceptable, let me know. > Wayne 2 Wells, Wayne From: Wells, Wayne Sent: Tuesday, September 25, 2007 9:50 AM To: 'jsipera-ranmar@tampabay.rr.com' Cc: Maran, Robert (Bob) Subject: FW: BCP2006-06259, 1415 S MLK Jr. - David & Goliath Jon - Bob Maran in Stormwater Engineering does not see any problem with the submittal. As such, I am showing the comment below as "met". Wayne -----Original Message----- From: Wells, Wayne Sent: Monday, September 24, 2007 6:31 PM To: 'jsipera-ranmar@tampabay.rr.com' Cc: Maran, Robert (Bob) Subject: BCP2006-06259, 1415 S MLK Jr. - David & Goliath Jon - I have reviewed the revised plans and have signed off on all comments except the following: "Since civil engineer has changed from that previously on submitted plans, provide stormwater calculations signed and sealed by the engineer." I have checked the file and do not find any such drainage report and calculations signed and sealed by the new engineer. Until such is provided and approved by Bob Maran in Stormwater Engineering, I will not indicate such as "met". I did redline for you one small change on the landscape plan, as there are indicated on the plan 228 PD2 shrubs, not the 222 PD2 shrubs indicated in the plant schedule. If this is not acceptable, let me know. Wayne • 0 Wells, Wayne From: Maran, Robert (Bob) Sent: Tuesday, September 25, 2007 9:14 AM To: Wells, Wayne Cc: Vo, Phuong Subject: RE: BCP2006-06259, 1415 S. MILK Jr. Ave - David & Goliath Wayne, Sorry I didn't talk to you this morning when you stopped in. As far as David and Goliath site plan is concerned I do not have a problem with using the Northside calculations that I previously approved. The site is basically the same from the standpoint of storm drainage requirements. Northside was not addressing the concerns I had and when Jim Winter came in the plan changes were addressed to my satisfaction. I corrected the BCP condition and signed off met. -----Original Message----- From: Wells, Wayne Sent: Monday, September 24, 2007 6:36 PM To: Maran, Robert (Bob) Subject: BCP2006-06259, 1415 S. MLK Jr. Ave - David & Goliath Bob - You have signed off in the "activities" for this BCP, but there is still a condition showing as "no met" (even though it looks like it is "met"). However, as in my prior email to Jon Sipera (copied to you), the engineer of record has changed with the new plans. James Winter is the new engineer, where Northside Engineering was the prior engineer of record. The only stormwater report, signed and sealed, in the file is from Northside. In my legal capacity, it would seem that the new engineer needs to submit such, since he signed and sealed the new plans. Correct? Wayne Wells, Wayne From: Wells, Wayne Sent: Wednesday, September 12, 2007 7:04 PM To: 'jsipera-ranmar@tampabay.rr.com' Cc: Delk, Michael; Clayton, Gina; Thompson, Neil Subject: BCP2006-06259, David & Goliath Jon - As we discussed this project on Monday with Michael Delk (Planning Director), this project was originally approved by the Community Development Board (CDB) to include corporate offices of 5,000 square feet and 8,000 square feet of warehousing. The building approved by the CDB was stepped in height, with the tallest portion (offices) on the west side and the shortest portion on the east side adjacent to the single family zoning and development. The office area on the west side of the building was 31 feet in height at the midpoint of the pitched roof. The warehouse area of the building was at a height of approximately 19 feet to the midpoint of the pitched roof, which was approximately 83 feet from the east property line. There was an enclosed loading area of the building on the east side approximately 14 feet in height to the midpoint of the pitched roof at a distance of 63 feet to the east property line. The proposal is now to increase the square footage from 13,000 to 14,000 square feet for warehousing only (no corporate offices) and to make the entire building one height. The building height is now proposed at 27-28 feet to the midpoint of the pitched roof at a distance of approximately 69 feet to the east property line. The loading area is now an open area with a cover over it, with an overhead door facing the single family area to the east, at a distance of 59 feet to the east property line. Parking spaces facing the single family dwellings to the east at a setback of approximately 20 feet have been eliminated with the current proposal, as only the minimum amount of parking is now proposed. As we discussed with Mr. Delk, a major concern of these changes, which was originally approved through a public hearing process with public notices sent to property owners within 200 feet of the property, is that the building has grown in overall height, the building is closer to the east property line and the loading area is now an open area. Noise associated with the loading area can have a dramatic effect on the single family dwellings to the east. We discussed the desire to mitigate these building height, setbacks and noise issues by enclosing the covered loading area and installing a solid six-foot high fence in lieu of the chain link fence along the east property line. Section 4-406.A of the Community Development Code sets out the criteria to consider Minor Revisions to approved Level Two applications. Of the nine criteria, the following are the most applicable to the changes you propose: - Does not change the use unless such change is of a similar or less intensity, as determined by the community development coordinator. - Does not increase the density or intensity of the development. - Does not result in a substantial change to the location of a structure previously approved. - Does not increase the height of the buildings in a manner that will change the overall height of the project, will not alter the scale of the project, does not exceed the maximum height permitted in by the applicable special area plan and zoning district. - Any other minor revision that does not substantially alter the character and design of the project. After our discussions, I understand you have discussed this with your client. You would like to only enclose the covered loading area on the north and east sides, leaving open the south side. Apparently the change to a solid six-foot high fence is not a point of opposition to your client. I have discussed your newest proposal with Mr. Delk. With the concerns we have outlined and with the above criteria cited that are most applicable to the revised project, it is our opinion that for us to consider such changes as a Minor Revision, we still request the entire covered loading area be enclosed, including the southern truck well side. As we previously discussed, any complaints regarding a different building being built than that approved by the CDB, as well as any future noise complaints, will most likely be filed with the City, not with your client. A major concern is the effect on the single family dwellings to the east. You have cited your client's desire to build taller for flexibility for future users upon sale or lease of the building other than your client. The City has to be concerned not only with the current proposed tenant but also future tenants. As Mr. Delk is delegated by the Community Development Code to determine whether such changes are Minor Revisions, we feel our request is reasonable given the facts and criteria as outlined above. 7 0 Should you have any questions, feel free to email me back. Wayne Wells, AICP C] Planner III I- 'WI., r'03 07 02:01p P ko Arch 7W769 1 14 p.1 Fax Transmittal Plisko Architecture, P.A., AIA 800 Drew Street r 1 ',?r Clearwater, FL 33755 727.461.0030. fax 727.447.6914 Attn: Steven Everitt Date:, April 3, 2007 To: City of Clearwater From: Alex Plisko Planning Department Fax: 727-562-4865 RE: David & Goliath Pages: 3 1415 S. Martin .Luther King Avenue Attached please find both the Proposed Site Plan and the Approved Site Plan. Please call with questions or concerns. Thank you. Macintosh HD:Offme:B.Commerdal ProjectsAnactiveOrCompleted: David& Goliath: Fax: PlannerFaxSitePlan 04.03.07 I y p*; 03 07 02:01p P - ko Arch 72 76914 p.2 y of aU,b1D1o's ( UZOL 0 pdu la K y HU % d , D D s ? F?88 oy s e ?? u u R 1 MR1. M P m5 ypj 2{y{>? d ? Y ? npp y Za+ n A?s P s ?s 0 G P m 0 u1 T,1 ?I 31 w 1 1 1 ? m ea ar+ ]e'.w?Kr 5OUTH MARTIN LUTHER KING AVE. e.o.?. e.. roc Q oc. ? curse ? evrtex , I ------ A 1 6 u c ?__ lo2zs_ra? 'a-cavuio's ?dl.?l x? 1 q?t. Pi,iSKC) ARCR UECTURE, P.A. AiA m ' DAVlD AND GOLIATH „ 71 g00 DREW 1415 SOUTH MARM LUTHER KING AV>=hUJE STREET CLEARWATER. ? b 7 7.1697155 6LEARY4ATER, PLORIPA 727.461-0030 727.442-7200 FAX 727 447-6914 4 AIarIMu Apr 05 07 03:35p 727 476914 p.1 :FAX TRANSMITTAL r_r J (727) 447 - 6914 SENT TO: PLPrNi•1 i NG 1D?-?P?"?' . 1"'t ? ? ?' iT ?F ? t.C? 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OAt!O 4 b-]OOi E H,w iGM! •r e1S"ATGMS AR D!t<NG !tea 1a1 ?IHGp HwxlOS Re+ yCVwTbu P :Oi00' tnTYC! 02Y fe! m!?+G! IOU IQTV LuGRO?GU!S WTO LM 5 A4 fMC?!?. ?I ? I REV. 1 Oq-06.06 j 06-05-06 a AA C WDSIJ N 0 rna n? 1 1 --ter I ad 1 y F r7 a I i.a ?il U W ? 41' oG II ?y y o Rill 4 nnn j xf ? l,4 Q -77 9 1 jl ?ffi I ? i P I. - I Q? 11 ^.te • • ?? -. -- _. _ .. ??. __.?-_ _____ .. __ . __ _ _ .. _.y _ _ - - - I . _ _. _1? __ .._ _ .__ _ _ _ ,h?. _ ?. __ __ _ _ -- .- __ • August 6, 2007 BUILD WITH A TRUSTED PARTN E R RANII m DEVELOPMENT, INC. To Whom It May Concern: City of Clearwater Building Department 100 South Myrtle Avenue, Suite 110 Clearwater, FL 33756 Re: Permit #BCP2006-06259 Project Name - David and Goliath Location -1415 South Martin Luther King Avenue To Whom It May Concern: AUG a0 7 2007 I1 DEVELOPMENT SFPUtCESo EPT Attached are revised plans for David and Goliath located at 1415 South Martin Luther King Avenue. As follows is a recap of what has changed since the submittal of the new two (2) story office (3,000) and eight thousand (8,000) square feet of warehouse. 1. Building is a 14,000 square foot warehouse rather than a 13,000 office/warehouse. 2. Retention pond has remained the same, but have added more impervious due to the reduction in parking area. Should you have any questions please feel free to contact me at any time. Sincerely, Jon Sipera Vice President of Administration Corporate offices: 12645 Race Track Road, Tampa, FL 33626 Mailing address: P.O. Box 1175, Oldsmar, FL 34677 813.854.4486 Voice 813.855.0236 Fax e-mail: ranmar(a?tampabay.rr.com RETENTION POND`--- d ,ICE Y+/ SLIDING GATE ITE PPJNTED STUCCO SOUTH (SIDE) ELEVATION 5CAJ.E: 1/5' = 1'-0' NORTH (SIDE) ELEVATION 5CALE: 1/5"= V-O' i i I I i i ry i i i 1 i I ---- __-: -------------------- ----- ------- - - ----------------- FACADE PLAN 5GALE: 1/5' = 1'-0' DA5HED LP STEEL 5TR6 RETENTION M[TE GALYALUME METAL ROOF SEE DRAriI1,165 BY DEAN 5TEEL BUILDIN65, INC. FOR YiAREHOU5E DE51ON LNOTOBE NWRE PVE: ALL 5NGCC..U ACCE?},?ORIES T WEST (FRONT) ELEVATION 5CALE: 118' = 1'-O' YVHITE PAINTED BLOCK YV FLU5H JOINTS (TYP.) -TED 4' ) PATTERN .TED 8' TRUCK YELL 4-2-0.7 # AA C 000813 0 x a k ?4 h r ? M ? Ot a c ?WI c W N W' n WF x ]a W UW o Wo N r F N Q F Q a aW F o m cn 0+ o 0 ?W ? Q P I4 00 h Al ? \dn v z OHO 2 U- F- . 111 Zz? Q uD ?t EAST (BACK) ELEVATION 5CALE: 1/5'= 1'-0' ? I I ?. t i RETENTION POND----?._- 0 0 0 m n n,I,' PV SLIDING GATE PAINTED 5TU000 SOUTH (SIDE) ELEVATION 5CM-E: 1/8' = 1'-0' D/5HED LIB 51 EEL STRu RETENTION WHITE GALVALUME METAL ROOF SEE DRA44N65 BY DEAN STEEL BUILDINGS, INC. FOR WAREHOU5E DESIGN COTE ALL STUCCO ACLE550RIE5 TO BE WHITE PVC. ---------------- Q FACADE PLAN SCALE: 1/8' = P-0' 5CALE: 1/8' = 1'-0' PAINTED BLOCK 15H JOINTS (TYP.) _p N b n Q :TED 4' J PATTERN :TED 8' TRUCK HELL 4-2-07 # AA C 0008] 3 o? 0 a K a ?r 0 M ? M r ?Ia Q 1? w N W r WE X as a 3 w UW ° Wo N L r C" N V H o Uw r/ a r W H o O' o 0 Vl ? e I„? Q v ao ° r n..l m r w F- z Q Q ?0 IU J WEST (FRONT) ELEVATION EAST (BACK) ELEVATION SCALE: 1/8' = 1'-0' CITY OF CLEARWATER PLANNING DEPARTMENT "t POST OFFICE BOX 4748, CLEARWATER, FI.oRIDA 33758-4748 MUNICIPAL, SERVICES BUILDING, 100 SOUTH MYRTI,r: AVF,NUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT REVIEW February 22, 2006 Mr. Housh Ghovaee Northside Engineering Services Inc. 601 Cleveland Street, Suite 930 Clearwater, FL 33755 Re: Development Order - FLD2005-11112 - David and Goliath (Wicks, LLC) Dear Mr. Ghovaee: This letter constitutes a Development Order pursuant to Section 4-206.D.6. of the Community Development Code. On February 21, 2006, the Community Development Board (CDB) reviewed your Flexible Development request to construct an 8,000 square foot warehouse facility and accessory 5,000 square foot office in the Commercial (C) District with a reduction to the side (north) setback from 10 feet to four feet (to pavement), a reduction to the side (south) setback from 10 feet to zero feet (to pavement), a reduction to the rear (east) setback from 20 feet to 19.7 feet (to pavement), and an increase to building height from 25 feet to 37.42 feet as a Comprehensive Infill Redevelopment Project, per section 2-704.C. The CDB APPROVED the application based upon the following finding of fact and conclusions of law with the following conditions of approval: Findings of Fact: 1. The subject 0.95-acre site is zoned Commercial District; 2. The current use of the site is for 6,000 square feet of light assembly use in the Commercial District; 3. The applicant is proposing the redevelopment of the entire site with a 13,000 square foot office/warehouse building, divided into an 8,000 square foot warehouse facility and a 5,000 square foot accessory office located in the Commercial (C) District; 4. Industrial uses, including warehouse, distribution, and manufacturing uses, dominate the commercially zoned properties along the east side of MLK; 5. The properties to the east of the site are zoned Low Medium Density Residential and are residentially developed properties with detached dwellings; 6. The proposal increases the pervious area of the site from 36 percent to 74 percent; 7. The proposal increases the floor area ratio of the site from 14 percent to 31 percent; 8. While reductions to setbacks to pavement are requested, these reductions are less than the setbacks to pavement for the existing development; 9. The proposal is compatible with the surrounding development, and will upgrade and enhance the community character and visual appearance of the immediate vicinity; 10. Flexibility in regard to required setbacks and height are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole; and 11. There are no active code enforcement cases for the parcel. FRANK HIBBARD, MAYOR Bn.i. JONSON, VICE-MAYOR JOI IN DORAN, COUNCIL NIBIBER HOrr HAiMIIXON, COUNCILMHMRRR ® CARLEN A. 14.ri;I6I:N, C OUNCILMI•MBER "EQUAL EMPLOYMENT AND AIB1RMA•I•IVIS AC'CION Ewi. i:iz" February 22, 2006 FLD2005-1 1 1 12 - Page 2 Conclusions of Law: 1. Staff concludes that the proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-704.C: 2. Staff further concludes that the proposal is in compliance with the General Applicability criteria per Section 3-913 and the other standards of the Code; 3. Based on the above findings and proposed conditions, Staff recommends approval of this application. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That a six foot tall green or black vinyl coated chain link fence be constructed along the east property line and the forty count of seven gallon Yew Podocarpus be 48 inches in height at time of install to buffer the residential properties to the east; 3. That all proposed on-site utilities be placed underground prior to the issuance of a Certificate of Occupancy; 4. That a tree preservation plan, prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture, be provided prior to is issuance of a building permit; 5. That prior to issuance of a building permit the applicant is to provide a copy of the approved SWFWMD permit; 6. That transportation impact fees be paid prior to issuance of a certificate of occupancy (C.O.); 7. That all Fire Department requirements be met prior to the issuance of any permits; and 8. That all Parks and Recreation fees be paid prior to the issuance of any permits. Pursuant to Section 4-407, an application for a building permit shall be made within one (1) year of Flexible Development approval (by February 22, 2007). All required Certificates of Occupancy shall be obtained within two (2) years of the date of issuance of the initial building permit. Please be advised that time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one (1) year and only within the original period of validity. The CDB may approve one (1) additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4- 502.B. by the applicant or by any person granted party status within 14 days of the date of the CDB decision. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on April 4, 2006 (14 days from the date of the CDB decision). Should you have any questions, please do not hesitate to contact John Schodtler, Planner I at (727) 562-4547 or via e-mail at john.schodtlera)myclearwater.com. Sincerely Michael Delk, AICP? Planning Director S:\Planning Department\C D B\FLEX (FLD)\Inactive or Finished ApplicationsWartin Luther King Jr 1415 David & Goliath (C) Approved\FLD2005-11112 - Development Order.doc 0 Mar. 17 2006 01:33PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94468036 Mar.17 01:32PM 01'29 SND 02 OK TO TURN OFF REPORT, PRESS 'MB4U' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLC CALL 1-800-F-EL-P-FAX (435-7329). • 0 Renee Ruggiero From: Renee Ruggiero Sent: Thursday, January 12, 2006 11:16 AM To: Scott.Rice@myClearwater.com; 'john.schodtler@myclearwater.com' Cc: Angel Haines; 'sherry.watkins@myclearwater.com' Subject: FLD2005-11112 -1415 S. Martin Luther King Jr Ave - David and Goliath Good morning - Thank you for the preliminary review and comments for the above referenced project. Additionally, the opportunity to respond and make corrections is greatly appreciated ! Angel will be bringing in 15 revised sets of plans for this project with the addition of the required 5' sidewalk. We had placed the sidewalk previously but a layer must have been turned off during the final print of the sets. Please except my sincere apologies for this oversight and appreciation of the opportunity to make this correction. Please contact me if you have questions or concerns. Thank you once again. Respectfully, Renee Ruggiero, Project Planner Northside Engineering Services, Inc. T- 727-443-2869 F- 727-446-8036 ORIGINAL RECEIVED JAN 12 2000 PLANNING DEPARTMENT CITY OF CLEARWATER aor????c? January 11, 2006 Mr. John Schodtler Planner II City of Clearwater Planning Department 100 S. Myrtle Avenue, Suite 210 Clearwater, FL 33756 . CIVIL C LAND PLANNING C ENVIRONMENTAL C TRANSPORTATION C RE: FLD2005-11112 - 1415 S. Martin Luther King Jr Ave / NES #579 DRC Response Dear Mr. Schodtler: Listed below are our responses to the Development Review meeting held on January 5, 2006. General Engineerine 1. In order to provide the required radius, a portion of the flare will continue to protrude beyond the most southern property line. The property to the south is under common ownership with the subject site therefore no adverse effects or objections will be realized. A cross access agreement will be provided if required. 2. Required sidewalk has been added to development plan, See Revised plans 3. The tap is necessary to provide required Fire Protection. 4. See Utility plan for required and request notes 5. Required and request Dumpster Detail has been added to plans Environmental 1. After several design revisions we utilized vertical walls in a portion of the pond design to protect several large oak trees located in the rear of the site. The pond was originally designed to be placed in the rear and conventionally designed with 4:1 side slopes; however, we feel that the trade off of utilizing two vertical walls and saving the trees was beneficial to both the City and our client. The use of vertical walls will also permit the required landscaping to be placed along the front yard area by decreasing the top width of the proposed pond. 2. The Estimated Seasonal High Water elevation has been placed on the pond section, Sheet C3.1 Fire 1. As per the discussions at the DRC meeting an additional access point has been established along the southern property line. Land Resource I. Issues relating to the trees have been resolved with Rick Albee and the Clients Arborist. 2. Tree Preservation plan will be provided prior to permitting. Landscaping 1. See revised L 1.1 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM N ESTECH@MI N DSPRI NG.COM 727 - 443 • 2869 FAX 727 • 446 - 8036 Page 1 of 2 ORIGINAL RE 'FUM JAN 11 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 2. Additional plantings have been added to landscape area along eastern property line and revised plan no longer requires deviations to requirements. Parks and Recreation 1. Acknowledge fees to be paid prior to issuance of permits. Stormwater 1. Acknowledge, SWFWMD permit required prior to issuance of building permit. Solid Waste 1. Acknowledged. Traffic Enzineerin? 1. Required and requested sidewalk and path added to development plan - See Revised plans. PlanninE 1. See revised narrative 2. Per Architect building will be white, as per DRC discussion black and white plan is acceptable. 3. Side setback has been revised to indicate zero setback for pavement/flare. 4. See revised narrative 5. Parking calculations have been revised 6. Six foot high vinyl coated fence has been added to development plans as per DRC discussion if there are any additional comments or concerns, please contact our office, all questions or concerns will be addressed immediately. Sincerely, Renee Ruggiero Project Planner ORIGINAL RECEIVED JAN 11 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Page 2 of 2 Effluum 8*(P0 • CIVIL0 LAND PLANNING O ENVIRONMENTAL G TRANSPORTATION O LETTER OF TRANSMITTAL Date: January 11, 2006 To: Sherry Watkins, Admin. Analyst City of Clearwater Planning Department 100 S. Myrtle Ave, #210 Clearwater, FL 33756 Reference: David and Goliath / 1415 S. Martin Luther King Jr Ave NES Proj# 579 We Transmit: Enclosed Under Separate Cover X Originals Mail UPS Overnight X Prints Pick-Up X Hand Delivered Addendum Shop drawings Specifications Applications Per Your Request For Your Review & Comment Floppy Disk X For Your Use For Your Approval For Your Files For Your Information Copies Description 15 Sheets C2.1 & C3.1, 1 Signed and Sealed Please contact us at (727) 443-2869 should you have any questions or comments. By: Angel Haines, Executive Admin. Assistant Copies To: File N. Pelzer 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRINC.COM N ESTECH@MI N DS PRI N6.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 ORIGINAL RECEIVD JAN 121006 PLANNING DEPARTMENT CITY OF CLEARWyATER va)URM SWMO S094" smeea lao CIVIL O LAND PLANNING C ENVIRONMENTAL0 TRANSPORTATION C LETTER OF TRANSMITTAL Date: To: Reference: NES Proj# We Transmit: Janmi y 1.1, 2006 Sherry L. Watkins, Administrative Analyst City of Clearwater Planning Department 100 S. Myrtle Ave, #210 r Clearwater, FL 33756 V l? ` David & Goliath / 1415 S. Martin Luther King Jr Ave 579 X Enclosed Mail Pick-Up Under Separate Cover UPS Overnight X Hand Delivered X Originals X_ Prints Addendum Shop drawings Specifications X Applications Floppy Disk Copies Description 15 Flex Development Application (Comp. Infill) 15 Letter of Authorization & Affidavits 15 Warranty Deeds 15 Surveys 15 West Elevation Photos 15 Stormwater Report & Narrative (1 signed and sealed 15 Tree Inventory & Report 15 ITE Trip Generator Report 15 Civil & Landscape Drawings (4 sheets 15 8.5" X 11" Civil Site Plan 15 8.5" X 11" Colored Landscape Plan 15 8.5 X 11" Colored Renderings 15 8.5 X 11" Building Elevations 15 24 X 36 Architectural Drawings Please contact us at (727) 443-2869 should you have any questions or comments. Copies to: FILE ORIGINAL By: /3?§ N. PelzeTRECEiVED Ang ay es, Executive Admin. Assistant JAN 11 2006 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 PLANNING DEPARTMENT NESADMIN@MINDSPRING.COM CITY OF CLEARWATER NESTECH@MINDSPRIN6.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 CITY OF CLEARWATER PLANNING DEPARTMENT Post Office Box 4748, Clearwater, Florida 337584748 Municipal Services Building, 100 South Myrtle Avenue, Clearwater, Florida 33756 Telephone (727) 562-4567 Fax (727) 5624576 January 04, 2006 GHOVAEE, HOUSH 601 CLEVELAND STREET SUITE 930 CLEARWATER FL 33755 RE: FLD2005-11112 LOCATED AT 1415 S MARTIN LUTHER KING JR AVE - DAVID & GOLIATH Dear HOUSH GHOVAEE: The following are comments generated at the City's Pre-Development Review Committee (PRE-DRC) meeting regarding your case number: FLD2005-11112. These comments are generated early to give you assistance in preparing responses to the comments for the upcoming DRC Meeting on January 5, 2006. Please be prepared to address these comments and any others that may be generated at the DRC meeting. Resubmittals will not be accepted at the meeting, please make arrangements to resubmit to Sherry Watkins after the DRC meeting. If you have any questions about times or location, please contact Sherry Watkins, at 727-562-4582. Sincerely, John Schodtler Planner I Cc: File • t 11:15 am Case Number: FLD2005-1 1112 -- 1415 S MARTIN LUTHER KING JR AVE Owner(s): Creative Avalanche. Inc 1415 S Martin L King Ave Clearwater, Fl 33756 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Owner(s): Wicks, Llc. 101 E Kennedy Blvd Ste 2880 Tampa, Fl 33602 TELEPHONE: 727-733-5558, FAX: No Fax, E-MAIL: No Email Representative: Housh Ghovaee 661 Cleveland Street Clearwater, Fl 33755 TELEPHONE: 727-443-2869, FAX: 727-446-8036, E-MAIL: renee@northsideengineering.com Location: 0.95 acres located on the east side of Martin Luther King Junior Boulevard approximately 100 feet south of Kingsley Street Atlas Page: 314A Zoning District: C, Commercial Request: Flexible Development approval to construct an 8,000 square foot warehouse with a 5,000 square foot accessory office in the Commercial District and includes: a reduction to the side (north) setback from 10 feet to four feet (to pavement), a reduction to the side (south) setback from 10 feet to zero feet (to pavement), a reduction to the rear (east) setback from 20 feet to 19.7 feet (to pavement), and an increase in building height from 25 feet to 37.42 feet, as a Comprehensive Infill Redevelopment Project, per section 2-704.C. Proposed Use: Wholesale/distribution/warehouse facility Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Neighborhood South Clearwater Citizens For Progr Association(s): Clearwater, Fl 33756 1120 Kingsley St. TELEPHONE: No Phone, FAX: No Fax, E-MAIL: duketieman@aol.com Presenter: John Schodtler, Planner I Attendees Included: The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, January 5, 2006 - Page 20 l . Driveway apron shall not extend beyond extended side property line(s). 2. Five (5) foot sidewalk shall be installed within all right-of-way adjacent to this site per City's Standards and Specifications, and must be installed per Community Development Code Section 3-1701. 3. Is new 12"x 6" water tap necessary when it appears likely water service is already on the property? 4. If tap is to be made, note on the Utility Plan, "The City of Clearwater will provide water tap, (Clearwater Code of Ordinances Section 32.095), set the water meter (Clearwater Code of Ordinances Section 32.096) and set the B.F.P.D. (back flow preventor device). The applicant is responsible for the water main extension from the tap to the device". 5. Include Index # 701 on plans. For new dumpster enclosures: Maximum 6-0" high and constructed of concrete block. Materials used should be consistent with those used in the construction of and architectural style of the principal building, see City of Clearwater Contract Specifications and Standards, Part "C", Construction Standards, Index #701. All of the above shall be addressed prior to CDB. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 . 1. The use of vertical walls on the sides of detention ponds or side slopes steeper than 4:1 are discouraged and will not be permitted unless specifically approved by City engineer for hardship. Provide narrative describing justification for the vertical walls. 2. Please provide SHWT on pond cross-sections. Fire: I . THE Y TURNAROUND DOES NOT MEET THE MINIMUM REQUIREMENTS OF NFPA 1. MUST PROVIDE 48' LEGS. PRIOR TO CDB Harbor Master: 1 . No Issues. Legal: 1 . No Issues. Land Resources: I . Tree #4 is actually three seperate trees with included bark, a condition that subjects this tree to failure unless it is braced. The trees canopy is also touching the ground at its dripline which will require severe elevating to accomodate truck traffic. The F-3' grade cut is also too severe. Proposed grades will require modifications. Since I was unable to access the tree additional study will be needed to assess these impacts. Recommend setting a site meeting with your arborist to discuss prior to CDB. 2. Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts ie; 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. Landscaping: I . Clarify the interior landscaping discrepency between page C2.1 and LI.1. 2. Staff believes that Comprehensive Landscape Program request for a reduction to the rear landscape buffer is unwarrented. Staff recommends installing shade tolerent plants under the existing canopies and meet the twelve foot landscape buffer. Parks and Recreation: I . Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Development Review Agenda - Thursday, January 5, 2006 - Page 21 • • Stormwater: 1 , Prior to issuance of a building permit the applicant is to provide a copy of the approved SWFWMD permit. Solid Waste: 1 . New Office and Warehouse will share Dumpster to be paid for by owner. (one bill to the owner) Traffic Engineering: 1 , Provide sidewalk along S. MLK and tie into accessible path from public sidewalk to accessible building's entrance. The above to be addressed prior to CDB. General note: Transportation Impact Fees to be determined and paid prior to a C.O.. Notes: Planning: 1 . Clarify. How the proposed use is in harmony with the scale, bulk, coverage, density, and character of all ADJACENT properties, not just the ones to the north and south? Reply to each seperately. 2. Provide one set of color elevations 3 . Revise side setbacks in the site data table to reflect the zero side (south) setback. 4. Explain how the uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. The answer provided did not take into consideration the two adjacant residentially zoned properties. 5. Revise parking calculations in the application and site plans/data table to the following formula: 1.5 spaces per 1,000 square feet of warehouse (1.5 x 15,000 = 19.5 or 20 parking spaces required). 6. Staff recommends the placement of a six foot tall wall along the east property line to assist the landscaping in buffering the residential properties to the east. Other: No Comments Development Review Agenda - Thursday, January 5, 2006 - Page 22 Jan. 04 2006 10:16AM YOUR LOGO . YOUR FAX NO. : 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94468036 Jan.04 10:14AN 01'46 SND 04 OK TO TURN OFF REPORT, PRESS 'MENU' ##04. THEN SELECT OFF BY DING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). 0 Clearwater December 05, 2005 Housh Ghovaee 601 Cleveland Street Suite 930 Clearwater, F133755 CITY OF CLETRWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER. COM RE: FLD2005-11112 -- 1415 S MARTIN LUTHER KING JR AVE -- Letter of Completeness Dear Housh Ghovaee : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2005-11112. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on January 05, 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 727-562-4547 or John. Schodtler@myclearwater.com. Sincerely yours, John Schodtler Planner I Letter of Completeness - FLD2005-11112 - 1415 S MARTIN LUTHER KING JR AVE 1? F • Dec. 05 2005 09:47AM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES, RESULT 01 94468036 Dec.05 09:46AM 00'57 SND 01 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329). r Wells, Wayne From: Wells, Wayne Sent: Monday, August 13, 2007 1:56 PM To: Albee, Rick; Bertels, Paul; Buszewski, Justyna; Buysse, Beverly A.; Buzzell, William; Chesney, Ed; Clayton, Gina; Doherty, Steve; Dougall-Sides, Leslie; Elbo, Bennett; Everitt, Steven; Glenn, Tom; Gluski, Roberta; Hesse, Cathy; Josuns, Sarah; Kader, Art; Keller, James; Kurleman, Scott; Maran, Robert (Bob); Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Shoberg, Elliot E.; Tefft, Robert; Thompson, Neil; Vo, Phuong; Watkins, Sherry Subject: BCP2006-06259, 1415 S. Martin Luther King Jr. Ave. Jean Peeke advised on August 7, 2007, that new plans had been submitted for this building permit, where the new plans are for a 14,000 square-foot warehouse (previously submitted and reviewed was a combination 5,000 sq. ft. office and 8,000 sq. ft. warehouse). From a Planning perspective, so long as the design is similar to that previously submitted (see also FLD2005-11112) and does not create issues that require CDB review and approval, we will consider this change continuing through the building permit process. If you have questions, see or call me. Wayne • 0 Wells, Wayne From: Peeke, Jean Sent: Tuesday, August 07, 2007 4:36 PM To: Keller, James; Rickard, Leonard; Wells, Wayne; Albee, Rick; Doherty, Steve; Maran, Robert (Bob); Elbo, Bennett; Reid, Debbie Cc: Lopez, Michael; Gluski, Roberta Subject: !!! NEW PLANS!!!! FOR 1415 S MARTIN LUTHER KING JR AVE "DAVID & GOLIATH" BCP2006-06259 Today, we receive NEW PLANS (not revised). The previous submittal was for combination 5,000 sq ft office and 8,000 sq ft warehouse. They NOW are submitting for WAREHOUSE only (no office) and applying for 14,000 sq ft of warehouse. One old set of plans has been kept for reference. We have a new job & office set and the site plans have been distributed. Another Plan Review fee has been assessed and paid. CDB Meeting Date: Case Number: Agenda Item: Owner/Applicant: Representative: Address: February 21, 2006 FLD2005-11112 E3 Wicks, LLC Housh Ghovaee, Northside Engineering Services Inc.. 1415 South Martin Luther King Junior Avenue CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT CDB 02/21/2006 GENERAL INFORMATION: REQUEST: A Flexible Development request to construct a 13,000 square foot office/warehouse building, divided into an 8,000 square foot warehouse facility and a 5,000 square foot accessory office located in the Commercial (C) District with a reduction to the side (north) setback from 10 feet to four feet (to pavement), a reduction to the side (south) setback from 10 feet to zero feet (to pavement), a reduction to the rear (east) setback from 20 feet to 19.7 feet (to pavement), and an increase to building height from 25 feet to 37.42 feet as a Comprehensive Infill Redevelopment Project, per section 2-704.C. EXISTING ZONING/ Commercial (C) District LAND USE: Commercial General (CG) Category PROPERTY SIZE: 0.95 acre total (41,382 square feet) PROPERTY USE: Current use: Light Assembly Use (Colson Auto Electric) Proposed use: Warehouse with accessory Office Uses ADJACENT ZONING/: North: Commercial District; Furniture Warehouse LAND USES West: Open Space Recreational District; Ross Norton Parks & Recreation Facility East: Low Medium Density Residential District; Detached dwellings South: Commercial District; David & Goliath Warehouse CHARACTER OF THE IMMEDIATE VICINITY: The immediate vicinity contains a mixture of commercial and detached dwellings. ANALYSIS: Site Location and Existing Conditions: The 0.95-acre lot is located on the east side of Martin Luther King Junior Avenue (MLK) approximately 100 feet south of Kingsley Street. The site is an internal lot and has approximately 132 feet of frontage along MLK. The previous light Staff Report - Community Development Board - February 21, 2006 Case FLD2005-11112 - Page 1 of 6 assembly use recently relocated and the 6,000 square foot building has been vacant for the last two months. The site is surrounded by both residential and industrial uses due to the alignment of zoning boundaries. The site is located in a commercially zoned area that has a history of industrial type uses, such as manufacturing, warehousing, and distribution centers. Industrial uses occupy more than 50 percent of the Commercial properties located on the east side of MLK. The existing buildings are located in the first 120 feet of the property and the remainder of the property (the rear) is undeveloped. An existing chain link fence is securing the property from the residential uses to the east. The existing grade of the property slopes for the southeast (29.5) to the northwest (19.0) with approximately 10 foot of grade change. Many large trees exist at the rear of the site. Careful consideration of their preservation should be taken. Proposal: The razing of the site includes the demolition of the two existing buildings. The proposal is to construct an approximately 13,000 square foot building to include 8,000 square feet of warehouse and 5,000 square foot of accessory office for the David and Goliath corporate headquarters. The area designated as office is two-stories at approximately 38 feet in height with the remaining warehouse to be single-story, 24 feet in height. The site has been designed to have vehicular traffic enter from the west side of the site on MLK Avenue. Traffic flow will circulate along the south side of the building to the rear of the property and across the south property line to the adjacent property, also owned by the applicant, through a cross access easement. This solution solves problems with a fire or garbage truck having to back through the property a distance greater than 150 feet and then out onto MLK Avenue. Removal of the existing parking that backed out onto MLK and the provision of a pedestrian sidewalk for the site frontage will improve safety conditions for persons residing or working along MLK. The applicant proposes parking in excess of the required 20 spaces by providing 26 spaces, calculated at 1.5 spaces per 1,000 square feet of warehouse. The proposal includes reductions to side and rear setback requirements to pavement only. The building will meet all setback requirements. The proposed reduction to the side (north) setback from 10 feet to four feet (to proposed pavement) is for an area with a width of 24 feet and will allow for appropriate room for a vehicle to back out of parking spaces along the rear of the property. The applicant requests the side (south) setback reduction because of the Fire Code requirement that a driveway that exceeds 145 feet must have a hammerhead or cul-de-sac to allow a fire vehicle the ability to be retracted from the site with out having to traverse the site in reverse gear. This reduction with an ingress/egress easement with the property to the south will eliminate this problem issue and will allow for better circulation on both sites. The rear (east) setback for the parking lot will be at 19.7 feet where 20 feet is required. However, the four inches of reduction will have a minimal impact to the rear of the property as the applicant has proposed a generous landscape area that complies with the perimeter landscape buffers of Section 3-1202.D. The overall proposed impervious surface ratio is 74.93 percent. While an increase from the existing impervious surface ratio it is far from the maximum 95 percent coverage requirement. The proposed reductions and increase to building height will significantly improve the existing conditions and will upgrade and enhance the community character and visual appearance of the Staff Report - Community Development Board - February 21, 2006 Case FLD2005-11112 - Page 2 of 6 immediate vicinity. Due to the proposed site design and extensive landscaping, this redevelopment proposal is compatible with the adjacent land uses. The proposal accommodates the transition in zoning by limiting major functions to the Commercial District and by buffering surrounding properties. The proposal includes the provision of the required side buffer of 10 feet and the required rear buffer of 20 feet in the Commercial District. A six-foot high vinyl coated chain link fence with 12 feet of landscaping will further buffer the abutting residential uses along the east property line. Locating the landscaping on the inside of the fence will enhance the warehouses ability to maintain this landscaping (without going onto neighbor's property). The proposal includes an increase to building height from 25 feet to 37.42 feet (top of second story roof). Building heights along MLK in the Commercial District are typically one or two stories and the proposal will be consistent with that character. The hip roof architectural embellishment will provide additional aesthetic interest and supports the overall design of the building. The proposed building is attractive including the use of stucco on the front walls of the building and either painted masonry with flush joints or metal construction for the walls of the rear portion of the building. The roof on the front of the building will be either a galvalume natural metal or white dimensional shingles and the rear portion will be white metal roofing. The windows are bronze tinted glass with dark bronze frames. The railings are white aluminum. The entire building is to be white, with the exception of the bronze window and the possible natural colored galvalume metal roof. The site.will be extensively landscaped, including live oak, bald cypress, Nellie Stevens holly, and magnolia trees for shade, augmented by crape myrtle for accent. Shrubs along the fence and edges of pavement will be yew podocarpus, while viburnum will be utilized around the building. Planting beds will be enhanced by ginger, jasmine, and Indian hawthorn. Code requires on-site utilities (electric, cable, telephone, etc.) to be located underground. Flexibility in regard to required setbacks and building height are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. This proposal will improve the appearance of this unique industrial corridor on MLK through improved building design, extensive landscaping and improved signage. CODE ENFORCEMENT ANALYSIS: There are no active code enforcement cases for the parcel. Staff Report - Community Development Board - February 21, 2006 Case FLD2005-11112 - Page 3 of 6 • COMPLIANCE WITH STANDARDS: (Sections 2-704.): • STANDARD PROPOSED CONSISTENT INCONSISTENT FLOOR AREA RATIO 0.31 X (0.55 maximum in CG) IMPERVIOUS SURFACE 0.74 X RATIO (ISR) (0.95) LOT AREA (NA) 41,510 square feet X LOT WIDTH (NA) 131.93 feet X FRONT SETBACK West: 38 feet (to building) X NA REAR SETBACK East: 78 feet (to building) X 19.7 feet to pavement) SIDE SETBACK North: 4 feet (to pavement) X (NA) South: zero feet (to flair in pavement); 8 feet to pavement) HEIGHT (NA) 37.42 feet X PARKING SPACES (1.5 26 spaces X spaces per 1,000 sq ft - 20 spaces) COMPLIANCE WITH COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA Section 2-704 C : CONSISTENT INCONSISTENT 1. The development or redevelopment of the parcel proposed for development is X otherwise impractical without deviations from the use, intensity and development standards. 2. The development of the parcel proposed for development as a Comprehensive X Infill Redevelopment Project will not reduce the fair market value of abutting properties. 3. The uses within the Comprehensive Infill Redevelopment Project are X otherwise permitted in the City of Clearwater. 4. The use or mix of uses within the Comprehensive Infill Redevelopment X Project is compatible with adjacent land uses. 5. The development of the parcel proposed for development, as a X Comprehensive Infill Redevelopment Project will upgrade the immediate vicinity of the parcel proposed for development. 6. The design of the proposed Comprehensive Infiill Redevelopment Project X creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 7. Flexibility in regard to lot width, required setbacks, height and off-street X parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 8. Adequate off-street parking in the immediate vicinity according to the shared X parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the immediate vicinity of the parcel proposed for development. Staff Report - Community Development Board - February 21, 2006 Case FLD2005-11112 - Page 4 of 6 1. ? • COMPT.IANCF WITH G .NFRAI, CTANDAR11C lCevtinn 1-9111- CONSISTENT INCONSISTENT 1. Development of the land will be in harmony with the scale, bulk, coverage, X density and character of adjacent properties. 2. Development will not hinder or discourage development and use of adjacent X land and buildings or significantly impair the value thereof. 3. Development will not adversely affect the health or safety of persons residing X or working in the neighborhood. 4. Development is designed to minimize traffic congestion. X 5. Development is consistent with the community character of the immediate X vi c. it y. 6. Design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. FINDINGS OF FACT AND CONCLUSIONS OF LAW: FINDINGS 1. The subject 0.95-acre site is zoned Commercial District; 2. The current use of the site is for 6,000 square feet of light assembly use in the Commercial District; 3. The applicant is proposing the redevelopment of the entire site with a 13,000 square foot office/warehouse building, divided into an 8,000 square foot warehouse facility and a 5,000 square foot accessory office located in the Commercial (C) District; 4. Industrial uses, including warehouse, distribution, and manufacturing uses, dominate the commercially zoned properties along the east side of MLK; 5. The properties to the east of the site are zoned Low Medium Density Residential and are residentially developed properties with detached dwellings; 6. The proposal increases the pervious area of the site from 36 percent to 74 percent; 7. The proposal increases the floor area ratio of the site from 14 percent to 31 percent; 8. While reductions to setbacks to pavement are requested, these reductions are less than the setbacks to pavement for the existing development; 9. The proposal is compatible with the surrounding development, and will upgrade and enhance the community character and visual appearance of the immediate vicinity; 10. Flexibility in regard to required setbacks and height are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole; and 11. There are no active code enforcement cases for the parcel. CONCLUSIONS OF LAW 1. Staff concludes that the proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-704.C: 2. Staff further concludes that the proposal is in compliance with the General Applicability criteria per Section 3-913 and the other standards of the Code; 3. Based on the above findings and proposed conditions, Staff recommends approval of this application. Staff Report - Community Development Board - February 21, 2006 Case FLD2005-11112 - Page 5 of 6 SUMMARY AND RECOMMENDATION: The Development Review Committee reviewed the application and supporting materials on January 27, 2005. The Planning Department recommends APPROVAL of the Flexible Development request to construct a 13,000 square foot office/warehouse building, divided into an 8,000 square foot warehouse facility and a 5,000 square foot accessory office, located in the Commercial (C) District with a reduction to the side (north) setback from 10 feet to four feet (to pavement), a reduction to the side (south) setback from 10 feet to zero feet (to pavement), a reduction to the rear (east) setback from 20 feet to 19.7 feet (to pavement), and an increase to building height from 25 feet to 37.42 feet, as a Comprehensive Infill Redevelopment Project, per section 2-704.C., with the following bases and conditions: Bases for Approval: 1. The proposal complies with Flexible Development criteria as a Comprehensive Infill Redevelopment Project, per Section 2-704.C. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The proposal is compatible with the surrounding area and will enhance redevelopment efforts. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That a six foot tall green or black vinyl coated chain link fence be constructed along the east property line and the forty count of seven gallon Yew Podocarpus be 48 inches in height at time of install to help buffer the residential properties to the east; 3. That all proposed on-site utilities be placed underground prior to the issuance of a Certificate of Occupancy; 4. That a tree preservation plan, prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture, be provided prior to is issuance of a building permit; 5. That prior to issuance of a building permit the applicant is to provide a copy of the approved SWFWMD permit; 6. That transportation impact fees be paid prior to issuance of a certificate of occupancy (C.O.); 7. That all Fire Department requirements be met prior to the issuance of any permits; and 8. That all Parks and Recreation fees be paid prior to the issuance of any permits. Prepared by: Planning Department Staff: Jo Schodtler, Planner I ATTACHMENTS: Aerial Photograph of Site and Vicinity Location Map Future Land Use Map Zoning Atlas Map Application S: (Planning DepartmenhC D BTLEX (FLD) Wending cases) Up for the next CDBWartin Luther King Jr 1415 David & Goliath (C) - 1.5.06 - JVY17LD2005-11112 Staf/'Report.doc Staff Report - Community Development Board - February 21, 2006 Case FLD2005-11112 - Page 6 of 6 0 0 John V. Schodtler 100 S. Myrtle Ave. Clearwater, FL 33756 727-562-4547 i ohn.schodtler(&myclearwater.com PROFESSIONAL EXPERIENCE • Planner H City of Clearwater, Clearwater, Florida 2005 to present • Planner I City of Clearwater, Clearwater, Florida 2004 to 2005 • Development Review Specialist/Associate Planner City of Clearwater, Clearwater, Florida 1998 to 2004 Duties consist of assisting customers with planning related issues and basic zoning information. Processing and reviewing Flexible Development and Flexible Standard cases (variances and conditional uses). Creating custom Crystal reports for the Planning Department. Computer Systems Administrator. Duties consist of maintaining the department PC's software and networking systems and trouble shooting difficulties at the departmental level and acting as liaison to the Information Technologies Department for larger scale problems. ` • Customer Service Representative City of Clearwater, Clearwater, Florida 1996 to 1998 Duties consist of assisting, directing and informing customers with occupational licenses and building permits. Additional duties involve greeting customer, reviewing building plans, accounting and general data entry. • Library Assistant/Receptionist Bush Ross Gardner Warren & Rudy, P.A. Tampa, Florida 1995 to 1996 Duties consist of maintaining and updating index file records of library materials and warehoused library materials; review, distribution -and filing of incoming publications; ordering new publications and distribution of requested case law. Additional duties involve providing back up support for receptionist and other support staff duties such as assembling closing binders and pleading indexes; mailroom duties including faxing and photocopying. • Inventory Control Manager Sound Advice Retail Outlet, Clearwater, Florida 1992 to 1995 Duties consisted of various stockroom, shipping and receiving services in an unsupervised capacity; occasional maintenance and service driver duties. EDUCATION Business Management Major with a minor in Human Development, Eckerd College, St. Petersburg, FL, 2003-Present . 11 • e py ` 4 J ,T « 701 ?rj ? r AMOCO ' ? 3 y , J • {r( `w 1 J1 rte. Aq. - Jim Aerial Map Owner: Wicks, L.L.C. Case: FLD2005-1 1 1 1 2 Sites: 1415 South Martin Luther King Junior Avenue Property Size_ (Acres): 0.95 Atlas Page: 314A PINS: 22-29-15-22986-000-0030 S:\Planning Department\C D B\FLEX (FLD)\Pending cases\Up for the next CDB\Martin Luther King Jr 1415 David & Goliath (C) - 1.5.06 - JVS\FLD2005-1 1 1 12 Map Request Form.doc • 1359 1 357) U3A 1361 1363 I K" L -.J rI3 I I ,3J3 - 0 11?3?1 1365 1366 rl IL317 1 ? 3 W 1368 - y _ ?'--' 3 70 Q ?37t j I iii 1373 r_1 I 1 1 13f2 'x/374 1 375 1 L___ j ''3"7 Z rm l I 1 y3IAJ 1 _, 3h-r 138 6 Z I _1379 ?`13?8 f 1 ,§82? 1 138 0 = ?9?, 1380 f gJ I 1 y IS?? 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Case: FLD2005-11112 Sites: 1415 South Martin Luther King Junior Avenue Property Size Acres : 0.95 Atlas Page: 314A PINS: 22-29-15-22986-000-0030 SAPlanning Department\C D B\FLEX (FLD)\Pending cases\Up for the next CDB\Martin Luther King Jr 1415 David & Goliath (C) - 1.5.06 - JVS\FLD2005-11112 Map Request Form.doc 0 1359 1 357 i1392? 61 1363 ! ? I, 3 63 - I 1 0 1385 1366 A i 13ss U 1 ? M ? r 1370 30 Q %C 37 170 1373 r 3? 2 37$ ,r- 73 1 I r$77 Dv PRK ! Y374 Q L i _ _i 1 43za: - 1380 i ! C? L 138 -' 6 (7 1 Z _1379 ?`13?8 - 3 ! 138 0 y i1 1380 1 83 c' 1 153 1380 / / 1285 .6Z-1 _ 1384 1386 f3ai 1387 I 1 -_1313 4 __j ti885 _ f38? 1384 1386 w? t39, r- 1 138 i 7? -._! ; 39( y 891 3911 ; I I _Ln' -- --.a. ;rte - .?. .?. 1390 - K/NGSLEY ST t-------- 14 1 4 ? f4Gft J SFR, W W ; PRK 405 1406 S a 14P9 1 $ A Pt 1406 ( ; . 141f 2 ? 1 I I 14 ? 22 1435 pl 11L 1124 1 L ----- I ! I I ! ! I 1 ? ! 1- rt - ------ 1p49 I r?---- 1 r I I ? I 1 i. 1 1 ? a r--1 1 14'0 441, ter 1 r 1 `------- ' I I I 1 l.J' -----L_r,t r7ti?--------_I r----'-1 I I ! I ; W-WlUL r-- 1455! N N m N _, r fo ?I r1 1 __tr_ ------?-- L ------------1 1450 j 1 rt J ^ 1 I 14:art_-? - 1 I I ? N -- _ --`-?'-' - ! - - I '1 i L--- _ ---- ! t I - r l 114551 1 I y ? r Y+15B 1 I 1 r L--- 14r?$,; Land Use Map Land Owner. Wicks, L.L.C. Case: FLD2005-1 1 1 1 2 Sites: 1415 South Martin Luther King Junior Avenue Property Size Acres : 0.95 Atlas Page: 314A PINS: 22-29-15-22986-000-0030 S:\Planning Department\C D B\FLEX (FLD)\Pending cases\Up for the next CL)B\MarrinLumer King it 141,) David & Goliath (C) - 1.5.06 - JVS\FLD2005-1 1 1 12 Map Request Form.doc • • FLD2005-11112 1415 S Martin Luther King Jr Ave 12/12/2005 Subject property -west frontage 1415 S. MLK Subject property: access to rear of property - 1415 S. MILK • Subject property: utility lines on west frontage - 1415 S. MI,K • • Xrit , Subject property front parking lot looking north - 1415 S. MLK 71 __/ I Warehouse property located south of subject property - 1419 S. MILK • • a r 7 ¦ vllm? City parking lot and water tower located south of subject property • Warehouse property north of subject • property - 1115 Kingsley Duplex located north of Kingsley Street • V.F? •4 , j s. {' ? ?.' „r r i ?'? ?,,.y -Fg 4fi 3 M1 ?f ?wg. M s '?,? ,a ?_?: - •. t 1 4 } r ?? i4 5 ? ? it z Y 1 E DEC 12 2005 Ross Norton Park located west of subject property • • Ross Norton Park located west of subject property The Plumb House located northwest of subject property Case Number: FLD2005-11112 -- 1415 S MARTIN LUTHER KING JR AVE Owner(s): Creative Avalanche Inc 1415 S Martin L King Ave Clearwater, FI 33756 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Owner(s): Wicks, Llc. 101 E Kennedy Blvd Ste 2880 Tampa, Fl 33602 TELEPHONE: 727-733-5558, FAX: No Fax, E-MAIL: No Email Representative: Housh Ghovaee 601 Cleveland Street Clearwater, F133755 TELEPHONE: 727-443-2869, FAX: 727-446-8036, E-MAIL: renee@northsideengineering.com Location: 0.95 acres located on the east side of Martin Luther King Junior Boulevard approximately 100 feet south of Kingsley Street Atlas Page: 314A Zoning District: C, Commercial Request: Flexible Development approval to construct an 8,000 square foot warehouse with a 5,000 square foot accessory office in the Commercial District and includes: a reduction to the side (north) setback from 10 feet to four feet (to pavement), a reduction to the side (south) setback from 10 feet to zero feet (to pavement), a reduction to the rear (east) setback from 20 feet to 19.7 feet (to pavement), and an increase in building height from 25 feet to 35.42 feet, as a Comprehensive Infill Redevelopment Project, per section l 2-704.C. Proposed Use: Wholesale/distribution/warehouse facility Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Neighborhood South Clearwater Citizens For Progr Association(s): 'Clearwater, 17133756 1120 Kingsley St. TELEPHONE: No Phone, FAX: No Fax, E-MAIL: duketieman@aol.com Presenter: John Schodtler, Planner I Attendees Included: The DRC reviewed this application with the following comments: General Engineering: /W SuFr /csr/ Development Review Agenda - Thursday, January 5, 2006 - Page 14 1. Driveway apron shall not extend beyond extended side property line(s). 2. Five (5) foot sidewalk shall be installed within all right-of-way adjacent to this site per City's Standards and Specifications, and must be installed per Community Development Code Section 3-1701. 3. Is new 12"x 6" water tap necessary when it appears likely water service is already on the property? 4. If tap is to be made, note on the Utility Plan, "The City of Clearwater will provide water tap, (Clearwater Code of Ordinances Section 32.095), set the water meter (Clearwater Code of Ordinances Section 32.096) and set the B.F.P.D. (back flow preventor device). The applicant is responsible for the water main extension from the tap to the device". 5. Include Index # 701 on plans. For new dumpster enclosures: Maximum 6'-0" high and constructed of concrete block. Materials used should be consistent with those used in the construction of and architectural style of the principal building, see City of Clearwater Contract Specifications and Standards, Part "C", Construction Standards, Index #701. All of the above shall be addressed prior to CDB. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: Fire: 1. The use of vertical walls on the sides of detention ponds or side slopes steeper than 4:1 are discouraged and will not be permitted unless specifically approved by City engineer for hardship. Provide narrative describing justification for the vertical walls. 2. Please provide SHWT on pond cross-sections. THE Y TURNAROUND DOES NOT MEET THE MINIMUM REQUIREMENTS OF NFPA 1. MUST PROVIDE 48' LEGS. PRIOR TO CDB Harbor Master: No Comments Legal: No Comments Land Resources: No Comments Landscaping: 1 . Clarify the interior landscaping discrepency between page C2.1 and LI.l. 2. Staff believes that Comprehensive Landscape Program request for a reduction to the rear landscape buffer is unwarrented. Staff recommends installing shade tolerent plants under the existing canopies and meet the twelve foot landscape buffer. Parks and Recreation: I . Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Stormwater: Solid Waste: Prior to issuance of a building permit the applicant is to provide a copy of the approved SWFWMD permit. New Office and Warehouse will share Dumpster to be paid for by owner. (one bill to the owner) Traffic Engineering: Development Review Agenda - Thursday, January 5, 2006 - Page 15 ] . Provide sidewalk along S. MLK and tie into accessible path from public sidewalk to accessible building's entrance. The above to be addressed prior to CDB. General note: Transportation Impact Fees to be determined and paid prior to a C.O.. Planning: 1 . Clarify. How the proposed use is in harmony with the scale, bulk, coverage, density, and character of all ADJACENT properties, not just the ones to the north and south? Reply to each seperately. 2. Need color elevations 3. Revise side setbacks in the site data table to reflect the zero side (south) setback. 4. Explain how the development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards (Comp Infill Criteria #1). The answer provided was not sufficient. 5. Explain how the uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. The answer provided did not take into consideration the two adjacant residentially zoned properties. 6. Revise parking calculations in the application and site plans/data table to the following formula: 1.5 spaces per 1,000 square feet of warehouse (1.5 x 15,000 = 19.5 or 20 parking spaces required). Other: No Comments Notes: f5 Ix Fat) '' VM t?t- AL,o NC% A A r3-T- T f?tr'r" P _r `, L rd -2-O- A -1- A ?S -fib ta C', vzca s (6--p-s- D - L-0 s f 4 wau-.. !F PLA P? i.-L C ?-P 6 ( 'S s u.6 crFa,r•1 G ? To ?..-a-T N ny'6 va ?''?' e-? ? t i ?bR-?'r"? S a?v?'?i? P ?-?.?? lJ? 1 'F -rL? G Development Review Agenda - Thursday, January 5, 2006 - Page 16 11:15 am Case Number: FLD2005-1 1 1 12 -- 1415 S MARTIN LUTHER KING JR AVE Owner(s): Creative Avalanche Inc 1415 S Martin L King Ave Clearwater, Fl 33756 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Owner(s): Wicks, Llc. 101 E Kennedy Blvd Ste 2880 Tampa, Fl 33602 TELEPHONE: 727-733-5558, FAX: No Fax, E-MAIL: No Email Representative: Housh Ghovaee 601 Cleveland Street Clearwater, F] 33755 TELEPHONE: 727-443-2869, FAX: 727-446-8036, E-MAIL: renee@northsideengineering.com Location: 0.95 acres located on the east side of Martin Luther King Junior Boulevard approximately 100 feet south of Kingsley Street Atlas Page: 314A Zoning District: C, Commercial Request: Flexible Development approval to construct an 8,000 square foot warehouse with a 5,000 square foot accessory office in the Commercial District and includes: a reduction to the side (north) setback from 10 feet to four feet (to pavement), a reduction to the side (south) setback from 10 feet to zero feet (to pavement), a reduction to the rear (east) setback from 20 feet to 19.7 feet (to pavement), and an increase in building height from 25 feet to 37.42 feet, as a Comprehensive Infill Redevelopment Project, per section 2-704.C. Proposed Use: Wholesale/distribution/warehouse facility Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Neighborhood South Clearwater Citizens For Progr Association(s): Clearwater, Fl 33756 1120 Kingsley St. TELEPHONE: No Phone, FAX: No Fax, E-MAIL: duketieman@aol.com Presenter: John Schodtler, Planner I Attendees Included: The DRC reviewed this application with the following comments: General Engineering: SETS OF V26 v ? S 1 tn.S? 1?u'"? U Jill Development Review Agenda - Thursday, January 5, 2006 - Page 20 • U 9 1. Driveway apron shall not extend beyond extended side property line(s). 2. Five (5) foot sidewalk shall be installed within all right-of-way adjacent to this site per City's Standards and Specifications, and must be installed per Community Development Code Section 3-1701. 3. Is new 12"x 6" water tap necessary when it appears likely water service is already on the property? 4. If tap is to be made, note on the Utility Plan, "The City of Clearwater will provide water tap, (Clearwater Code of Ordinances Section 32.095), set the water meter (Clearwater Code of Ordinances Section 32.096) and set the B.F.P.D. (back flow preventor device). The applicant is responsible for the water main extension from the tap to the device". 5. Include Index # 701 on plans. For new dumpster enclosures: Maximum 6'-0" high and constructed of concrete block. Materials used should be consistent with those used in the construction of and architectural style of the principal building, see City of Clearwater Contract Specifications and Standards, Part "C", Construction Standards, Index #701. All of the above shall be addressed prior to CDB. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 . 1. The use of vertical walls on the sides of detention ponds or side slopes steeper than 4:1 are discouraged and will not be permitted unless specifically approved by City engineer for hardship. Provide narrative describing justification for the vertical walls. 2. Please provide SHWT on pond cross-sections. Fire: I . THE Y TURNAROUND DOES NOT MEET THE MINIMUM REQUIREMENTS OF NFPA 1. MUST PROVIDE 48' LEGS. PRIOR TO CDB GA56PAGe4"T' To TNPiW? `? Harbor Master: WIS Q?e[? LISP, 0 G p?oa O F'n-o? c? 1 . No Issues. Legal: 6ZYWT1N PA-*"?<WAN 1 . No Issues. Land Resources: I . Tree #4 is actually three seperate trees with included bark, a condition that subjects this tree to failure unless it is braced. The trees canopy is also touching the ground at its dripline which will f+ require severe elevating to accomodate truck traffic. The F-3' grade cut is also too severe. Proposed grades will require modifications. Since I was unable to access the tree additional study will be needed to assess these impacts. Recommend setting a site meeting with your arborist to discuss prior to CDB. 2. Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts ie; 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. Landscaping: 1 . Clarify the interior landscaping discrepency between page C2.1 and L1.1. 2. Staff believes that Comprehensive Landscape Program request for a reduction to the rear landscape buffer is unwarrented. Staff recommends installing shade tolerent plants under the existing canopies and meet the twelve foot landscape buffer. Parks and Recreation: I . Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Development Review Agenda - Thursday, January 5, 2006 - Page 21 i • Stormwater: 1 , Prior to issuance of a building permit the applicant is to provide a copy of the approved SWFWMD permit. Solid Waste: I , New Office and Warehouse will share Dumpster to be paid for by owner. (one bill to the owner) Traffic Engineering: I , Provide sidewalk along S. MLK and tie into accessible path from public sidewalk to accessible building's entrance. The above to be addressed prior to CDB. General note: Transportation Impact Fees to be determined and paid prior to a C.O.. Planning: 1 . Clarify. How the proposed use is in harmony with the scale, bulk, coverage, density, and character of all ADJACENT properties, not just the ones to the north and south? Reply to each seperately. 2. Provide one set of color elevations 3 . Revise side setbacks in the site data table to reflect the zero side (south) setback. 4. Explain how the uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. The answer provided did not take into consideration the two adjacant residentially zoned properties. 5 . Revise parking calculations in the application and site plans/data table to the following formula: 1.5 spaces per 1,000 square feet of warehouse (1.5 x 15,000 = 19.5 or 20 parking spaces required). 6. Staff recommends the placement of a six foot tall wall along the east property line to assist the landscaping in buffering the residential properties to the east. Other: No Comments Notes: Development Review Agenda - Thursday, January 5, 2006 - Page 22 August 9, 2004 Mr. David Goldman David & Goliath, Inc. 1230 S. Myrtle Avenue, Suite 401 Clearwater, Florida 33756 • Re: 1419 S. Greenwood Avenue/ 1419 S. M.L. King Jr. Avenue Zoning Confirmation Dear Mr. Goldman: This letter constitutes a Zoning Confirmation of the zoning requirements for the property located at 1419 S. Greenwood Avenue also known as 1419 S. M.L. King Jr. Avenue within the City of Clearwater. The property is currently located within the Commercial Zoning District ("C") and is designated as Commercial General on the City's Comprehensive Land Use Plan. The property has an active occupational license current until September 30, 2004 for a retail business. However, it has been demonstrated to the City's satisfaction that the previous business was actually functioning as a "wholesale, distribution or warehouse facility." A wholesale, distribution or warehouse facility is not allowed in the Commercial zoning district; therefore, the use is considered a nonconforming use subject to specific limitations of Article 6 of the City's Community Development Code. I include a copy of these regulations for your information. Please note that as a nonconforming use the property cannot be expanded and must be in continuous operation to retain its nonconforming status. David & Goliath, Inc. intends to occupy the property for all facets of its t-shirt business including headquarters, warehouse and distribution facility. The City Planning Department will issue an occupational license for that use based on the previous business license as a similar use. In the future, David & Goliath, Inc. may wish to request a Flexible Application to bring the use into compliance with the Commercial zoning district. This Flexible review process will require a site plan review, a public hearing and decision by the Community Development Board. Should you wish to discuss this process further, please feel free to contact me or any other planner in the department. 0 0 Thank you for your interest in the City of Clearwater. Should you have further questions, please do not hesitate to contact me at 562-4547. Thank you. Sincerely, Cynthia Tarapani, AICP Planning Director cc: Address File Geri Campos, Economic Development Back Locate sf!' [ Kz?l Hell) Exit Codes (Aeari ter onin $DLFTti +? r i _- x w Layers ? * ¦ + ' • ?._ . ? ? Visible ,Wctiue '` ?' • + . • Parcel -...---- ?. . 4 Information ' ? • • Streets ?I Z. + o r C" Parcels W1 . * , - 0 F t L d U + 0 . • ure u an se • r • LlWl Dl Z i ...,, on ng -- - ?, 1 + ¦ . •. ; . (j Pinellas Count _..._r _ rc'lctNGS Y OS1R r 6 Locate Results s _ MDR r r 1" Address _ -l Score: 1 1415 S MARTIN LUTHER KING 77 2 509 MARTIN LUTHER KING 52 -1 515 MARTIN LUTHER KING 52 a =i 13 MARTIN LUTHER KING 52 Aerial Photo •. ?Tl? 1,t"lT iE=; hl(tif? T I?} 3 - » a Ql 1EEN , } 1 k RVEY LhtA, " - Refresh Map Pabomahally 4, s , . .. BELLEVUE I *? • Legend # . r ¦ , , 2. T 'F? • spa ! Information f f + ¦ ¦ p .r - E E stmets Paat? 41 Zoiiing nEl I ? rr W _ _ _. __ _ ?I v ? tAI>?i.sr_y3 - i - or MDR MHOR F7 Wilp Click on a number to locate the address on the map. Then' El T press on the toolbar. Click on the marked parcel to see Parcel' Q and Flood Hazard Information. ? Scale, 1,4,151 Map: 245431.01 , 1312944 b3 Image: 635, 434 its Local intranet i ,Start »? ? Inbox - Micr,-, Jt C:utl???, 2Ru ell ??1azd? ea. r,,,ate,,,? City of Clearwater GIS Ap.CI_earwater zoning Mr... ? I; ? 9:16 AM ,.. - _. Pinellas County Property Appraiser Information: 22 29 15 22986 000 00 Page 2 of 8 is 22 / 29 / 15 / 22980 / 000 / 0030 19-Jan-2006 Jim Smith, CFA Pinellas County Property Appraiser 13:10:32 Ownership Information Non-Residential Property Address, Use, and Sales WICKS LLC OBK: 14736 OPG: 0879 101 E KENNEDY BLVD STE 280 TAMPA FL 33602 EVAC: Nan-EUAC Comparable sales value as Prop Addr: 1415 S MARTIN LUTHER KING AUE of Jan 1, 2005, based on Census Tract: 258.00 sales from 2003 - 2004: 0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 11/2,005 14,736/ 879 380,000 (Q) I 1920: Book 005 Pgs 026- 3 12,003 12,5761 812 265,000 (Q) I 0000: Book Pgs - 0 /0 0/ 0 0 { } 0000: Book Pgs - 0 /0 O/ 0 0 { ) 2005 Value EXEMPTIONS Just/Market: 244,000 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 244,000 Institutional Exem: NO Tax Exempt: .000 Historic Exem: 0 Taxable: 244,000 Agricultural: 0 2004 .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: 5,669.88 1) 132 x 315 4.00 42, 525.00 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 5,669.88 6) 0 x 0 .00 .00 Without any exemptions, 2005 taxes will be 5,669.88 Short Legal DUNCAN'S, A.H. RESUB LOT 3 Description L Building Information http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.2&s=3&t=1 &t2=1 &t3... 1/19/2006 Pinellas County Property Appraiser Information: 22 29 15 22986 000 00 Page 3 of 8 Property and Land Use Code descriptions • Building I • Building -2 Building #1 22 / 29 / 15 / 22980 / 000 / 0030 :01 19-Jan-2006 Jim Smith, CFA Pinellas County Property Appraiser 13:10:32 Commercial Card 01 of 2 Improvement Type: Warehouse Property Address: 1415 S MARTIN LUTHER KIN Prop Use: 500 Land Use: 48 Structural E1?m?nts Foundation Continuous Footing Floor System Wood W/ Subfloor Exterior Wall Concrete Block Height Factor 0 Party Wall None Structural Frame None Roof Frame Flat Roof Cover Built Up/Wood Cabinet & Mill None Floor Finish Pine / Soft Wood Interior Finish None Total Units 0 Heating & Air Unit Heater Fixtures 5 Bath Tile None Electric Average Shape Factor Rectangle Quality Average Year Built 11950 Effective Age 40 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Arras Description Factor Area Description Factor Area 1) Base Area 1.00 3,625 7) .00 0 2) Apartment 1.50 1,125 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 CommcrcjLal EXtra Fcaturein- Description Dimensions Price Units Value RCD Year 1) GARAGE 25X30 13.00 750 9,750 3,900 1,950 2) ASPHALT 4000 1.50 4,000 6,000 6,000 999 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: 91900 Building #2 http://pao.co.pinellas.fl.uslhtbinlcgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.2&s=3&t=1 &t2=1 &t3... 1/19/2006 Pinellas County Property Appraiser Information: 22 29 15 22986 000 00 • 22 I 29 I 15 I 22986 I 000 I Page 4 of 8 0030 :02 19-Jan-2006 Jim Smith, CFA Pinellas County Property Appraiser 13:10:34 Commercial Card 02 of 2 Improvement Type: Pre-Engineered Metal Property Address: 0 Prop Use: 500 Land Use: 48 Structural E1?msnts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Concrete Block Height Factor 0 Party Wall 307 Common Wall Structural Frame Rigid Frame Roof Frame Steel Truss & Purlin Roof Cover Corrugated Metal Cabinet & Mill None Floor Finish Concrete Finish Interior Finish None Total Units 0 Heating & Air None Fixtures 0 Bath Tile None Electric Average Shape Factor Rectangle Quality Average Year Built 1,976 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Ar c aS Description Factor Area Description Factor Area 1) Base Area 1.00 1,640 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 CommE3r4-- ia1 Extra FBA-turaS 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 2005 Sales (Red), 2004 Sales (Green), 2003 Sales (Blue) [*_1 R Fil I FQ I http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=l&a=l &b=1 &c=1 &r=.2&s=3&t=1 &t2=1 &t3... 1/19/2006 Pinellas County Property Appraiser Information: 22 29 15 22986 000 0034 Page 5 of 8 0 • H 1/8 Mile Aerial Photograph (1997) http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.2&s=3&t=1 &t2=1 &t3... 1/19/2006 Pinellas County Property Appraiser Information: 22 29 15 22986 000 0 10 Page 6 of 8 1/8 Mile Aerial Photograph (2000) http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.2&s=3&t=1 &t2=1 &t3 1/19/2006 Pinellas County Property Appraiser Information: 22 29 15 22986 000 0046 Page 7 of 8 4) 1/8 Mile Aerial Photograph (2002) http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &i=.2&s=3&t=1 &t2=1 &t3... 1/19/2006 Pinellas County Property Appraiser Information: 22 29 15 22986 000 00 Page 8 of 8 0 Pinellas County Property Appraiser Parcel Information Back to Search Page An explanation of this screen http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=l&a=l&b=l &c=1 &r=.2&s=3&t=1 &t2=1 &t3... 1/19/2006 M CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, February 21, 2006, beginning at 1:00 p.m., in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Ave, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. Wicks, LLC is requesting Flexible Development approval to construct an 8,000 sq ft warehouse facility and accessory 5,000 sq ft office in the Commercial (C) District with a reduction to the side (north) setback from 10 ft to 4 ft (to pavement), a reduction to the side (south) setback from 10 ft to zero ft (to pavement), a reduction to the rear (east) setback from 20 ft to 19.7 ft (to pavement), and an increase to building ht from 25 ft to 37.42 ft as a Comprehensive Infill Redevelopment Project, per Sec 2-704.C. (Proposed Use: Wholesale/distribution/warehouse facility) at 1415 S. Martin Luther King Jr. Ave, Duncan's, A.H. Resub, Lot 3. Assigned Planner: John Schodtler, Planner I. FLD2005-11112 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4-206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross-examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562-4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Planning Director Cynthia E. Goudeau, CMC City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758-4748 NOTE: Applicant or representative must be present at the hearing. YOU ARE BEING SENT THIS NOTICE IF YOU ARE THE APPLICANT OR OWN PROPERTY WITHIN 200 FT OF THE SUBJECT PROPERTY. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562-4093 WITH THEIR REQUEST. Ad: 02/06/06 Clearwater CONSENT AGENDA COMMUNITY DEVELOPMENT BOARD Date: Tuesday, February 21, 2006 Time: 1:00 p.m. Place: 112 South Osceola Street, 3rd Floor, Clearwater, Florida, 33756 (City Hall Council Chambers) Revised 2/21/2006 Welcome the City of Clearwater Community Development Board (CDB) meeting. The City strongly supports and fully complies with the Americans with Disabilities Act (ADA). Please advise us at least 72 hours prior to the meeting if you require special accommodations. Assisted listening devices are available. An oath will be administered swearing in all participants in public hearing cases. If you wish to speak please wait to be recognized, then state and spell your name and provide your address. Persons speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Kindly refrain from conducting private conversations, using beepers, cellular telephones, etc. that are distracting during the meeting. Florida Statue 286.0105 states: Any person appealing a decision of this Board must have a record of the proceedings to support such appeal. Community Development Code Section 4- 206 requires that any person seeking to: personally testify, present evidence, argument and witness, cross-examine witnesses, appeal the decision and speak on reconsideration requests should request party status during the case discussion. Party status entitles parties to: personally testify, present evidence, argument and witnesses, cross-examine witnesses, appeal the decision and speak on reconsideration requests. If you have questions or concerns about a case, please contact the staff presenter from the Planning Department listed at the end of each agenda item at 727-562-4567. * Make Us Your Favorite! www.myclearwater.com/ o? v/dots/planning Community Development Board Consent Agenda - February 21, 2006 - Page 1 of 6 A. CALL TO ORDER, I1SCATION, PLEDGE OF ALLEGIANCO B. ROLL CALL: Chair Gildersleeve, Vice Chair Plisko, Members Coates, Johnson, Milam, Fritsch, Tallman, Alternate Member (Dennehy), City Staff C. APPROVAL OF MINUTES OF PREVIOUS MEETING: January 17, 2005 D. CONSENT AGENDA: The following cases are not contested by the applicant, staff, neighboring property owners, etc. and will be approved by a single vote at the beginning of the meeting (Items 1- 7): 1. Cases: FLD2005-11109/TDR2005-11029 - 150, 158, 162 and 166 Brightwater Drive Level Two Application Owners/Applicants: Cinnamon Bay of Clearwater, LLC. Representative: Housh Ghovaee, Northside Engineering Services, Inc. (601 Cleveland Street, Suite 930, Clearwater, FL 33755; phone: 727443-2869; fax: 727-446-8036; email: nestechgmindspring com). Location: 0.985 acres located on the north side of Brightwater Drive, approximately 900 feet east of Hamden Drive. Atlas Page: 276A. Zoning District: Tourist (T) District. Request: (1) Flexible Development approval to permit 32 attached dwellings in the Tourist District with reductions to the front (south) setback from 15 feet to 11.7 feet (to building) and from 15 feet to zero feet (to trash staging area), a reduction to the side (east) setback from 10 feet to 8.6 feet (to pavement), a reduction to the side (west) setback from 10 feet to 7.8 feet (to pavement), reductions to the rear (north) setback from 20 feet to 19.4 feet (to building) and from 20 feet to zero feet (to pool deck and boardwalk) and an increase to building height from 35 feet to 46.33 feet (to roof deck) with an additional 10.67 feet for parapets (from roof deck) and an additional 16 feet for an open rooftop pavilion (from roof deck), as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-803.C; and (2) Transfer of Development Rights for three units from 409 East Shore Drive, under the provisions of Section 4-1403 (TDR2005-11029). Proposed Use: Attached dwellings (32 condominiums). Neighborhood Associations: Clearwater Beach Association (Jay Keyes, 100 Devon Drive, Clearwater, FL 33767: phone: 727-443-2168; email: papamurphy@aol.com); Clearwater Neighborhoods Coalition (Sondra Kerr, President, P.O. Box 8204, Clearwater, FL 33758). Presenter: Wayne M. Wells, AICP, Planner M. 2. Case: FLD2005-1 1 1 10 - 706 Bayway Boulevard Level Two Application Owners/Applicants: Harborside Condominiums, LLC. Representative: Housh Ghovaee, Northside Engineering Services, Inc. (601 Cleveland Street, Suite 930, Clearwater, FL 33755; phone: 727-443-2869; fax: 727446-8036; email: nestech a,mindspring com). Location: 0.35 acre located on the north side of Bayway Boulevard, approximately 300 feet west of Gulf Boulevard. Atlas Page: 285A. Zoning District: Tourist (T) District. Request: Flexible Development approval to permit the addition of a pool to a previously approved attached dwelling project (FLD2005-07070, approved September 20, 2005) in the Tourist District with a reduction to the side (west) setback from 10 feet to zero feet (to pool deck) and a reduction to the rear (north) setback from 20 feet to zero feet (to pool deck), as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-803.C. Proposed Use: Addition of pool to condominiums. Neighborhood Associations: Clearwater Beach Association (Jay Keyes, .100 Devon Drive, Clearwater, FL 33767: phone: 727-443-2168; email: papamurphy a,aol.com); Clearwater Neighborhoods Coalition (Sondra Kerr, President, P.O. Box 8204, Clearwater, FL 33758). Presenter: Wayne M. Wells, AICP, Planner III. Community Development Board Consent Agenda - February 21, 2006 - Page 2 of 6 3. Case: FLD2005-11112 0 5 S. Martin Luther King Jr. Avenue Level Two Application Owner: Wicks, LLC. Applicant: Creative Avalanche Inc. Representative: Housh Ghovaee, Northside Engineering Services, Inc. (601 Cleveland Street, Suite 930, Clearwater, FL 33755; phone: 727-443-2869; fax: 727-446-8036; email: nestech a@mindspring com). Location: 0.95 acres located on the east side of Martin Luther King Junior Boulevard approximately 100 feet south of Kingsley Street. Atlas Page: 314A. Zoning District: Commercial (C) District. Request: Flexible Development approval to construct an 8,000 square foot warehouse facility and accessory 5,000 square foot office in the Commercial (C) District with a reduction to the side (north) setback from 10 feet to four feet (to pavement), a reduction to the side (south) setback from 10 feet to zero feet (to pavement), a reduction to the rear (east) setback from 20 feet to 19.7 feet (to pavement), and an increase to building height from 25 feet to 37.42 feet as a Comprehensive Infill Redevelopment Project, per section 2-704.C. Proposed Use: Wholesale/distribution/warehouse facility. Neighborhood Associations: Clearwater Neighborhoods Coalition (Sondra Kerr, President, P.O. Box 8204, Clearwater, FL 33758). Presenter: John Schodtler, Planner I. 4. Case: ANX2005-11037 - 1425 Regal Road Level Three Application Owner: David & Sandra Riedinger (1425 Regal Road, Clearwater, FL 33756; Telephone 727-461- 1673). Location: A 0.175-acre parcel of land located on the south side of Regal Road approximately 400 feet east of Sunny Park Road. Atlas Page: 315A. Request: (a) Annexation of 0.175-acres of property to the City of Clearwater; (b) Future Land Use Plan amendment from Residential Low (RL) Category (County) to Residential Low (RL) Category (City of Clearwater); and (c) Rezoning from R-3, Single-Family Residential District (County) to Low Medium Density Residential (LMDR) District (City of Clearwater). Proposed Use: Single-family detached dwelling. Neighborhood Association(s): Brookhill Association (1322 Ann Circle, Clearwater, FL 33756); Clearwater Neighborhoods Coalition (Sondra Kerr, President, P.O. Box 8204, Clearwater, FL 33758). Presenter: Sharen Jarzen, Planner III. 5. Case: ANX2005-1 1038 - 1604 N. Betty Lane Level Three Application Owner: Cleveland S. & Erma L. Lang (1604 N. Betty Lane, Clearwater, FL 33755; Telephone 727- 953-5880). Location: A 0.182-acre parcel of land located on the west side of N. Betty lane immediately north of the intersection of N. Betty Lane and Woodbine Street. Atlas Page: 269B. Request: (a) Annexation of 0.182-acres of property to the City of Clearwater; (b) Future Land Use Plan amendment from Residential Low (RL) Category (County) to Residential Low (RL) Category (City of Clearwater); and (c) Rezoning from R-3, Single-Family Residential District (County) to Low Medium Density Residential (LMDR) District (City of Clearwater). Proposed Use: Single-family detached dwelling. Neighborhood Association(s): Clearwater Neighborhoods Coalition (Sondra Kerr, President, P.O. Box 8204, Clearwater, FL 33758). Presenter: Michael H. Reynolds, AICP, Planner III. Community Development Board Consent Agenda - February 21, 2006 - Page 3 of 6 6. Case: TA2005-11005 Amminity Development Code Amendmenn* Level Three Application Applicant: City of Clearwater, Planning DepartmentRequest: Amendment to the Community Development Code making criteria and procedures revisions to the Neighborhood Conservation Overlay District. Neighborhood Association: Clearwater Neighborhoods Coalition (Sondra Kerr, President, P.O. Box 8204, Clearwater, FL 33758). Presenter: Cky Ready, Planner H. 7. Case: DVA2004-00001A - 100 Coronado Drive and 201, 215 and 219 South Gulfview Boulevard Level Three Application Owner/Applicant: K & P Clearwater Estate, LLC. Representative: Patrick M. O'Connor (2240 Belleair Road, Suite 160, Clearwater, FL 33764; phone: 727-539-6800). Location: 2.739 acres located to the south of and between South Gulfview Boulevard and Coronado Drive. Atlas Page: 276A. Zoning District: Tourist (T). Request: Review of, and recommendation of a City initiated amendment to the approved Development Agreement between K & P Clearwater Estate, LLC and the City of Clearwater (previously approved DVA2004-00001 on February 17, 2005). Proposed Use: Hotel of 350 rooms (127.78 rooms/acre on total site), 75 attached dwellings (27.38 units/acre on total site) and a maximum of 37,000 square feet (0.31 FAR on total site) of amenities accessory to the hotel, at a height of 150 feet (to roof deck) with an additional five feet for perimeter parapets (from roof deck) and an additional 33 feet for elevator, stair, mechanical rooms/architectural embellishments (from roof deck). Neighborhood Association: Clearwater Beach Association (Jay Keyes, 100 Devon Drive, Clearwater, FL 33767: phone: 727-443-2168; email: papamurphygaol.com); Clearwater Neighborhoods Coalition (Sondra Kerr, President, P.O. Box 8204, Clearwater, FL 33758). Presenter: Gina L. Clayton, Assistant Planning Director. E. CONTINUED ITEMS (Items 1- 2): 1. Case: Amendment to Beach by Design Special Area Plan Level Three Application Applicant: City of Clearwater, Planning Department. Request: Amendments to Beach by Design: A Preliminary Design for Clearwater Beach and Design Guidelines that revise the allowable uses and maximum heights set forth in Section II, Future Land Use,. Subsection A. The "Old Florida" District, that deletes the reference to a live/work product in Section II, Future Land Use, Subsection C. the Marina Residential District, and that clarifies the use of transfer of development rights on Clearwater Beach and increases allowable resort density from 40 to 50 units per acre. Neighborhood Association: Clearwater Beach Association (Jay Keyes, 100 Devon Drive, Clearwater, FL 33767: phone: 727-443-2168; email: papamuMhy@aol.com); Clearwater Neighborhoods Coalition (Sondra Kerr, President, P.O. Box 8204, Clearwater, FL 33758). Presenter: Sharen Jarzen, AICP, Planner III. Community Development Board Consent Agenda - February 21, 2006 - Page 4 of 6 2. Case: FLD2005-07077 0 McMullen Booth Road • Level Two Application Owners/Applicants: Patrick and Toni Hickey. Representative: Keith E. Zayac, P.E., RLA (701 Enterprise Road East, Suite 404, Safety Harbor, FL 34695; phone: 727-793-9888; fax: 727-793-9855; email: keith@keithzayac.com). Location: 0.264 acres located on the east side of McMullen Booth Road, approximately 100 feet south of Bay Lane. Atlas Page: 292B. Zoning District: Office (O) District. Request: Flexible Development approval to permit a doctor's office in the Office (O) District with a reduction to the minimum lot width of 100 feet to 64.08 feet, a reduction to the front (west) setback from 25 feet to 16 feet (to pavement), reductions to the side (north) setback from 20 feet to 10.7 feet (to existing building), from 20 feet to one-foot (to pavement) and from 20 feet to five feet (to sidewalk) and reductions to the side (south) setback from 20 feet to 7.1 feet (to existing building), from 20 feet to 9.7 feet (to pavement) and from 20 feet to 7.3 feet (to sidewalk), as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-10043, and reductions to the landscape buffer along the north property line from 12 feet to 10.7 feet (to existing building), from 12 feet to one-foot (to pavement) and from 12 feet to five feet (to sidewalk), reductions to the landscape buffer along the south property line from 12 feet to 7.1 feet (to existing building), from 12 feet to 9.7 feet (to pavement) and from 12 feet to 7.3 feet (to sidewalk) and a reduction to foundation landscaping from five feet to zero feet, as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G. Proposed Use: Doctor's office. Neighborhood Associations: Clearwater Neighborhoods Coalition (Sondra Kerr, President, P.O. Box 8204, Clearwater, FL 33758). Presenter: Wayne M. Wells, AICP, Planner III. Community Development Board Consent Agenda - February 21, 2006 - Page 5 of 6 F. LEVEL TWO APPLICON (Item 1): fs f' 1. Case: FLD2005-07071 - 678 South Gulfview Boulevard Level Two Application Owner: SKTEL, Inc. Applicant: Playa Del Sol Resort. Representative: Housh Ghovaee, Northside Engineering Services, Inc. (601 Cleveland Street, Suite 930, Clearwater, FL 33755; phone: 727-443-2869; fax: 727-446-8036; email: nestech@mindspring com). Location: 1.0839 acres located between South Gulfview Boulevard and Bayway Boulevard on the west side of Parkway Drive. Atlas Page: 285A. Zoning District: Tourist (T) District. Request: Flexible Development approval to permit a mixed use (3,650 square feet of office floor area, 27 attached dwellings and four overnight accommodation rooms/units) with reductions to the front (north along Bayway Blvd) setback from 15 feet to 9.6 feet (to building), from 15 feet to five feet (to existing pavement) and from 15 feet to zero feet (to trash staging area), reductions to the front (east along Parkway Drive) setback from 15 feet to 10.3 feet (to building) and from 15 feet to zero feet (to trash staging area), reductions to the side (west) setback from 10 feet to five feet (to pool and patio decks) and from 10 feet to zero feet (to existing pavement and sidewalk), reductions to the side (south) setback from 10 feet to 7.4 feet (to building), from 10 feet to zero feet (to trash staging area), and from 10 feet to zero feet (to existing sidewalk and pavement), a reduction to the side (east) setback from 10 feet to five feet (to pool deck) and an increase to building height from 35 feet to 85.08 feet (to roof deck) with an additional 5.67 feet for perimeter parapets (from roof deck), as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-803.C. Proposed Use: Mixed use (3,650 square feet of office floor area, 27 attached dwellings and four overnight accommodation rooms/units). Neighborhood Associations: Clearwater Point 1 Beach House 16 (845 Bayway Blvd, Clearwater, Fl 33767; phone: 727-535-2424); Clearwater Point 3 Marina House 17 (868 Bayway Blvd #212, Clearwater, Fl 33767); Clearwater Point 4 Island House 1(895 S Gulfview Blvd, Clearwater, Fl 33767; phone: 727-5304517); Clearwater Point 5 Admiral House 19 (825 S Gulfview Blvd #104, Clearwater, Fl 33767; phone: 727-447-0290); Clearwater Point 7 Inc, Yacht House (851 Bayway Blvd, Clearwater, Fl 33767; phone: 727-441-8212; e-mail: cpoint7(a)kn9logy.net); Clearwater Point 8 Shipmaster, Sail (800 S Gulfview Blvd, Clearwater, Fl 33767; phone: 727-442-0664; e-mail: clwpt8@a,tampabay.rr.com); Clearwater Beach Association (Jay Keyes, 100 Devon Drive, Clearwater, FL 33767: phone: 727443-2168; email: pUamurphygaol.com); Clearwater Neighborhoods Coalition (Sondra Kerr, President, P.O. Box 8204, Clearwater, FL 33758). Presenter: Wayne M. Wells, AICP, Planner III. H. ADJOURNMENT S: (Planning DepartmentlC D BMgendas DRC & CDBICDB12006102 February 21, 20061Consent CDB Agenda February 21, 2006.doc Community Development Board Consent Agenda - February 21, 2006 - Page 6 of 6 c:- F14D2005-1 1 1 12 = 78 ADAMS, MARK 3831 38TH ST S ST PETERSBURG FL 33711 - 4319 BAITY, WILLIE J 1385 TIOGA AVE CLEARWATER FL 33756 - 6502 BREWTON, LINDA C 1124 HARRIS LN CLEARWATER FL 33756 - 7118 CASEY, CHERYL A 1379 WASHINGTON AVE S CLEARWATER FL 33756 - 6504 CREATIVE AVALANCHE INC 1415 S MARTIN L KING AVE CLEARWATER FL 33756 - 3446 DAVEY, BRIAN DAVEY, WAYNE 8416 GONZAGA AVE LOS ANGELES CA 90045 - 2580 EVERETT, SPENCER EVERETT, EVELYN 1143 KINGSLEY ST CLEARWATER FL 33756 - 6523 GLENN, LISA A GLENN, WILLIAM A 1124 KINGSLEY ST CLEARWATER FL 33756 - 3562 GREEN, ROBERTA J 1133 HARVEYS LN CLEARWATER FL 33756 - 2158 0 ALEJANDRE MAR, LEONEL ALEJANDRE MAR, DAGMAR O 1365 S MARTIN L KING AVE CLEARWATER FL 33756 - 6508 BARBER,BARBARA 1147 ENGMAN ST CLEARWATER FL 33755 - 3220 BREWTON, LINDA 1118 HARRIS LN CLEARWATER FL 33756 - 7123 CLARK, TWANNA L 1384 TIOGA AVE CLEARWATER FL 33756 - 6501 CURRENT OWNER 2134 BEECHER RD CLEARWATER FL 33763 - 2210 DI POLITO, DOREEN 1453 S MARTIN LUTHER KING AVE CLEARWATER FL 33756 - 3435 FORBES, NOEL G FORBES, ICELDA V 1149 QUEEN ST CLEARWATER FL 33756 - 3222 GOLDEN, FRANK E 1123 HARVEYS LN CLEARWATER FL 33756 - 2158 HALL, MARVIN J JR HALL, CHERYL A 1384 S WASHINGTON AVE CLEARWATER FL 33756 - 6503 AWERBACH, MARTIN S THE TRUST 1147-1149 P O BOX 596 SAFETY HARBOR FL 34695 - 0596 BELL, ERNEST 1361 TIOGA AVE CLEARWATER FL 33756 - 6502 BUCK, VINCE BUCK, ERIKA 1401 PEARL ST CLEARWATER FL 33756 - 2160 Clearwater Neighborhoods Coalition Sondra Kerr, President P.O. Box 8204 Clearwater, FL 33758 CUSHNIE, CLARA M 1441 S MADISON AVE CLEARWATER FL 33756 - 3217 DIENER, DAVID 1975 OLD COACHMAN RD CLEARWATER FL 33763 - 4531 GILMORE, LENORA 1409 PEARL ST CLEARWATER FL 33756 - 2160 GOLDEN, NATHANIEL GOLDEN, VERA M 1127 HARVEYS LN CLEARWATER FL 33756 - 2158 HAMBSCH, ERIC 611 GARDENIA ST BELLEAIR FL 33756 - 1048 HARRIS, AUGUSTUS HARRISON, RICHARD D HARVEY, JACQUELINE 1412 HEAVEN SENT LN HARRISON, DONALD V 1112 KINGSLEY ST CLEARWATER FL 33755 - 2020 1330 S MISSOURI AVE CLEARWATER FL 33756 - 3591 CLEARWATER FL 33756 - 3530 HAYNES, INEZ 1411 S MADISON AVE CLEARWATER FL 33756 - 2245 HERBERT, GEORGIE G 1406 S MADISON AVE CLEARWATER FL 33756 - 2246 Housh Ghovaee Northside Engineering Services, Inc. 601 Cleveland Street, Suite 930 Clearwater, FL 33755 HOWARD, LE ROY HOWARD, HATTIE P 1372 TIOGA AVE CLEARWATER FL 33756 - 6501 JONES, LEE R 5230 N RIDGE RD N VALDOSTA GA 31605 - 6200 LE ROY, LARRY E III ORPILLA-LE ROY, FIDES M PO BOX 38473 SAINT LOUIS MO 63138 - 0473 MC AFFEE, JAMES MC AFFEE, SANDRA 1385 S MARTIN L KING AVE CLEARWATER FL 33756 - 6508 MILLER, DEBORAH G PO BOX 71 CLEARWATER FL 33757 - 0071 IMAMOVIC, AHMED M IMAMOVIC, BRANISLAVA L 405 BAKER AVE CLEARWATER FL 33755 - 5806 KELLEY, WILLIE O KELLEY, BERTHA 1201 WEBB DR CLEARWATER FL 33755 - 3739 LEON, ALFRED 1370 S WASHINGTON AVE CLEARWATER FL 33756 - 6503 MC CRAY, EMMERSON MC CRAY, SUSIE 1132 HARRIS LN CLEARWATER FL 33756 - 2156 MILLER, MARY F 1400 S MADISON AVE CLEARWATER FL 33756 - 2246 JACKSON, HUBERT JR JACKSON, DOLLY M 1379 TIOGA AVE CLEARWATER FL 33756 - 6502 KIRKLAND, JEANETTE 1 1150 QUEEN ST CLEARWATER FL 33756 - 3221 MARSHALL, JOSEPH N MARSHALL, RENEE J 1380 S MADISON AVE CLEARWATER FL 33756 - 6505 MC CRAY, MAURICE D MC CRAY, EMMERSON 1136 HARRIS LN CLEARWATER FL 33756 - 2156 MORRIS, MELVIN R 1136 QUEEN ST CLEARWATER FL 33756 - 2193 MOUNT OLIVE AFRICAN METHODIST MT OLIVE MISSIONARY BAPTIST CH MURGASEN, EDDIE 600 JONES ST 1131 HARVEYS LN MURGASEN, BIBI S CLEARWATER FL 33755 - 4136 CLEARWATER FL 33756 - 2158 1379 S MARTIN LUTHER KING AVE CLEARWATER FL 33756 - 6508 MURPHY, JOEL 4412 WHEATLAND WAY PALM HARBOR FL 34685 - 2661 ODUMS, SIDNEY E ODUMS, MATTIE J 1420 S MADISON AVE CLEARWATER FL 33756 - 2246 OWENS, HOWARD C OWENS, MARJORIE R 1377 S WASHINGTON AVE CLEARWATER FL 33756 - 6504 OWENS, MARJORIE R 1377 S WASHINGTON AVE CLEARWATER FL 33756 - 6504 PARKER, WILLIE L PARKER, SARAH D 2916 PARK CREEK DR CLEARWATER FL 33759 - 1212 PENNINGTON, ATHALIA S PENNINGTON, JAMEL D 1368 TIOGA AVE CLEARWATER FL 33756 - 6501 PITTS, RICHARD POLONY, GERALD J PURDY, WAYNE EUROPEAN 1125 KINGSLEY ST 12244 ELMORE DR MOTORS I CLEARWATER FL 33756 - 3500 SPRING HILL FL 34609 - 2917 1455 S MARTIN L KING AVE CLEARWATER FL 33756 - 3446 L.'- R S G FAMILY LTD PTRSHP-NORTON 850 S COLLIER BLVD STE 1701 MARCO ISLAND FL 34145 - 6119 SHEVCHIK, MARK SHEVCHIK, TAMARA 2165 MARILYN ST CLEARWATER FL 33765 - 2533 ST JAMES A M E CHURCH 1436 S MADISON AVE CLEARWATER FL 33756 - 3238 • ROSE, DIANA L 1376 S WASHINGTON AVE CLEARWATER FL 33756 - 6503 SMITH, WALLACE 1375 TIOGA AVE CLEARWATER FL 33756 - 6502 STOVER, TOMIE L 11739 TARPON SPRINGS RD ODESSA FL 33556 - 5148 WHITNEY, DORIS ANN REVOCABLE WICKS LLC L 1230 S MYRTLE AVE # 401 WHITNEY, DORIS ANN THE 1405 PEARL ST CLEARWATER FL 33756 - 3457 CLEARWATER FL 33756 - 2160 WILLIAMS, LISA L WORLDS, CHARLES 1412 S MADISON AVE 1406 PEARL ST CLEARWATER FL 33756 - 2246 CLEARWATER FL 33756 - 2160 SHEVCHIK, MARK SHEVCHIK, TAMARA 1409 S MADISON AVE CLEARWATER FL 33756 - 2245 SOUTH, JUDITH A 1380 S WASHINGTON AVE CLEARWATER FL 33756 - 6503 TIEMAN, LAWRENCE A TIEMAN, GENEVA L 1120 KINGSLEY ST CLEARWATER FL 33756 - 3562 WILLIAMS, JUANITA WILLIAMS, LARRY A 1440 S MADISON AVE CLEARWATER FL 33756 - 3216 WORLDS, VINCENT B WORLDS, GLADYS M 5312 REFLECTIONS BLVD LUTZ FL 33558 - 9045 - R CITY OF C LEARWATE R PLANNING DEPARTMENT POST OFFICF. BOX 4748, CLEMMATER, FLowDA 33758-4748 MUNICIPAL. SERVICES BUILDING, 100 SOUTH MYRTLF AVF.NUI-, CLEARWATER, FLORIDA33756 TFLFPHONF (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT REvIFW February 22, 2006 Mr. Housh Ghovaee Northside Engineering Services Inc. 601 Cleveland Street, Suite 930 Clearwater, FL 33755 SITE PLAN APPROVED CASE # CASE TYPE Rio DRC DATE OJOSo6 CDB DATE 027-1 o G SIGNATURE ?--- DATE D Re: Development Order - FLD2005-11112 - David and Goliath (Wicks, LLC) Dear Mr. Ghovaee: This letter constitutes a Development Order pursuant to Section 4-206.D.6. of the Community Development Code. On February 21, 2006, the Community Development Board (CDB) reviewed your Flexible Development request to construct an 8,000 square foot warehouse facility and accessory 5,000 square foot office in the Commercial (C) District with a reduction to the side (north) setback from 10 feet to four feet (to pavement), a reduction to the side (south) setback from 10 feet to zero feet (to pavement), a reduction to the rear (east) setback from 20 feet to 19.7 feet (to pavement), and an increase to building height from 25 feet to 37.42 feet as a Comprehensive Infill Redevelopment Project, per section 2-704.C. The CDB, APPROVED the application based upon the following finding of fact and conclusions of law with the following conditions of approval: Findings of Fact: 1. The subject 0.95-acre site is zoned Commercial District; 2. The current use of the site is for 6,000 square feet of light assembly use in the Commercial District; 3. The applicant is proposing the redevelopment of the entire site with a 13,000 square foot office/warehouse building, divided into an 8,000 square foot warehouse facility and a 5,000 square foot accessory office located in the Commercial (C) District; 4. Industrial uses, including warehouse, distribution, and manufacturing uses, dominate the commercially zoned properties along the east side of MLK; 5. The properties to the east of the site are zoned Low Medium Density Residential and are residentially developed properties with detached dwellings; 6. The proposal increases the pervious area of the site from 36 percent to 74 percent; 7. The proposal increases the floor area ratio of the site from 14 percent to 31 percent; 8. While reductions to setbacks to pavement are requested, these reductions are less than the setbacks to pavement for the existing development; 9. The proposal is compatible with the surrounding development, and will upgrade and enhance the community character and visual appearance of the immediate vicinity; 10. Flexibility in regard to required setbacks and height are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole; and 11. There are no active code enforcement cases for the parcel. PRANK HIBBARD, MAYOR Bii.L. JONSON, VICF.-MAYOR JOI IN DOMN, COUNCILMEMBE:R HOYr HAMIIAON, COUNCILMEMRER ® CARLEN A. Pi,'IT?RSFN, CotjNCII.NIENIRI:R 'T"QUAL EMPLOYMENT AND AI1'IRMA'I'IVIi AC-TON EMPLOYER" February 22, 2006 FLD2005-1 1 1 12 - Page 2 Conclusions of Law: 1. Staff concludes that the proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-704.C: 2. Staff further concludes that the proposal is in compliance with the General Applicability criteria per Section 3-913 and the other standards of the Code; 3. Based on the above findings and proposed conditions, Staff recommends approval of this application. Conditions of Approval: 1. That the final desigr and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the C.DB; 2. That a six foot tall green or black vinyl coated chain link fence be constructed along the east property line and the forty count of.seven gallon Yew Podocarpus be 48 inches in height at time of install to buffer the residential properties to the east; 3. That all proposed on-site utilities be placed underground prior to the issuance of a Certificate of Occupancy; 4. That a tree preservation plan,'prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture, be provided prior to is issuance of a building permit; 5. That prior to issuance of a building permit the applicant is to provide a copy of the approved SWFVVMD permit; 6. That transportation impact fees be paid prior to issuance of a certificate of occupancy (C.O.); 7. That all Fire Department requirements be met prior to the issuance of any permits; and 8. That all Parks and Recreation fees be paid prior to the issuance of any permits. Pursuant to Section 4-407, an application for a building permit shall be made within one (1) year of Flexible Development approval (by February 22, 2007). All required Certificates of Occupancy shall be obtained within two (2) years of the date of issuance of the initial building permit. Please be advised that time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one (1) year and only within the original period of validity. The CDB may approve one (1) additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4- 502.B. by the applicant or by any person granted party status within 14 days of the date of the CDB decision. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on April 4, 2006 (14 days from the date of the CDB decision). Should you have any questions, please do not hesitate to contact John Schodtler; Planner I at (727) 562-4547 or via e-mail at john.schodtler@myclearwater.com. Sincerely, Michael Delk, AICP' Planning Director SAPlanning Department\C D B\FLEX (FLD)\Inactive or Finished ApplicationsWartin Luther King Jr 1415 David & Goliath (C) Approved\FLD2005-1 1112 - Development Order.doc I? .SECTION 22, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA. TOPOGRAPHIC. SURVEY WITH TREE LOCATION LEGAL DESCRIPTION: LOT 3, DUNCAN'S A.H. RESUBDIVISION, AS RECORDED IN PLAT BOOK 5 PAGE 26, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LiJ I 1 ? j z ,? 10. j 1 4.7- Q I J? Z ¢I? Y nz.. }10.1 ,s V) Q' w Lj f - ?ti 11 ? 10A ::D I 1 M cr- ?- U 01p.> 19 L < LLJI N P is.* F-0Ip ' O ( 5 3- FND 5/8"I.R. 4 I sl a ?I o wi ^ I Y a) I OIX M7AL BLDG. z 2.? 0.3 0.3 "?. •,,;,' JIIG M ET P.K.?(D "ELEVATION 1] I'CL ?- Q0 . +Ir?_ z 4.5-?I IT, o I !Z 2' MASONRY Il?iy_' I 10 WALL o p CA rn n SITF BE9eICHANRK /1 NORTH R/AI "WHOLE ELEVATION - 20.00' (ASSUMED) 'C+ ?z .6 rn n 40 ;0 c3 Z ti OTHERS ONE STORY NO CORNER COMMERCIAL BUILDING FOUND OR SEr FALLS IN 38' OAK 815 16" )"PALM 20"PALM 24"OA •r, ,R49 yQ4.p ?D.S LOT 3 FND C.M. 3X3 i ?I of 14 e? I of OI I ? I Vjl ,I I 1 ? W0 AKcnFw C4. ! 1 1—ww o0n ,at 0 V) x 4 J I W 7.4-"'1- - - tY I SHED L J 'N7a N x . O x 20" UNKNOWN 0 iu N 70"OAK ?; x a 0 ? SHED --------------- N 90*00'00*E 314.50'(F) 4. OTHERS 315.00(P) ONE STORY COMMERCIAL BUILDING LOT 6 XCL = CENTERLINE ELEVATION XFL = FLOWLINE ELEVATION XBOC = BACK OF CURB ELEVATION XASPH = ASPHALT ELEVATION XCONC = CONCRETE ELEVATION XNG = NATURAL GROUND ELEVATION NOTE: This survey was conducted without the benefit of an abstract of title, therefore, there may be other easements, right-of-way, setback lines, agreements, reservations, restrictions, or other similar matters of ublic record not de icted on this surve 24"OAK )Z UAK 0. x X - FND C.M. A 0, / p 3X3 COVERED i i ASPHALT I ELEVATIONS ARE DERIVED FROM AN ASSUMED MANHOLE RIM ELEVATION OF 20.00' ENCROACHMEN 5. TWO STORY RESIDENCE (ON SOUTH) ENCROACHES INTO LOT 6 AS SHOWN. I NOT VALID WITHOUT SIGNATURE AND EMBOSSED WITH SURVEYOR SEAL NOTES: LEGEND: I.P. - IRON PIPE I R = IRON ROD CERTIFIED TO: 1) BEARINGS ARE BASED UPON THE SOUTH LINE LOT 3, -N 90'00'00" E ASSUMED BEARING A = ARC LENGTH (C CALCULATED C9 = CHORD BEARING . . O.U. = OVER HEAD UTIUTY P.O.B. POINT OF BEGINNING CREATIVE AVALANCHE, INC. 2) lf.QPERTY APPEARS TO BE IN FLOOD ZONE "X" " " CH- CHORD DISTANCE C.L.F.=CHAIN LINK FENCE P.O.C. = POINT OF COMMENCEMENT (P) PLAT CIT SMALL BUISNESS LENDING ' CORP. PANEL #125096-0008 SUFFIX D ACCORDING' 9 NATIONAL FLOOD CM. CONCRETE MONUMENT P.P. POWER.POLE AMERICAN NATIONAL TITLE SERVICES INSURANCE RATE MAP. REVISED B-19-91 . = CONC CONCRETE CSW = CONCRETE SIDEWALK R = RADIUS P = TELEPHONE POLE T AMERICAN PIONEER TITLE INSURANCE CO. 3) E EVATONS ARE BASED ON ASSUMED DATUM . _ Dc=;DEED (F) = FIELD MEASURED . . S.P.K.O. = SET P.K. NAIL do DISK LB#6945 ' 4) LEGAL DESCRIPTION FURNISHED BY TITLE COMP 4NY FHD = FIRE HYDRANT SIRC = SET 5/6 I.R. & CAP LB#6945 - FOU D_ W /F =WOOD FENCE CERTIFICATION I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND M ETS THE MINIMUM TECHNICAL SfANDA AS SET FORTH BY THE BOARD OF PROFESSIONAL IA D SURVEY S. v DONALD L. WILLIAMSON PSM II 5649 HARRY B. ROGERS III PSM 6418 LOT 2 11 ?? I I 31_5.0_0' 2.7]J 6 N.89'59'08 "E. 314.74 OFF Cam. ry COVERED O 8.0 .' ;. CARRORT. . 9 Gl ,p A so ' • ' y ? y 2y7•.4 ... ' . ?' , `-LANDING do STEPS ,¢y, D? 30.4' BLDG. o BLDG. 19.6' __aj-W----------- -A FIELD WORK BY: DATE; E.N. 9-12-2005 F.B. # 145 DRAWN BY: DATE: JOB 05-3E46 CHAD L. 9-14-2005 PAGE If 58 DATE 1AULLkMSON ASSOCIATES,. INC. PROFESSIONAL SURVEYORS MAPPERS LB # 6945 5020 GUNN HWY SUrFB 220 A TAMPA, FL 33624 (813) 265-4795 FAX (813) 264-6062 ~ ~ 41 1 + V' t f tia ti o 9 ~ LOT 3, DUNCAN'S A.H. RESUBDlVIS10N, ~ r AS RECORDED 1N PLAT BOOK 5, PAGE 26, OF THE SITE PLgN qp ~ ~ ~ PUBLIC RECORDS OF PINELLAS COUNT}' FLORIDA. PRO CASE # VED ~ ~ ~ k' ~ i ; ; r CASE TYPE Z ~ ~ ; ' DRC DATE ~ s 9 CD ~ " B DATE ~ ~ SIGNATURE Q ~ ~ DATE ~ ~ ~ oGr~oCo ~ ~o ~ ~U ~ ~ ~ g C`,., ~ ~ ~ EXIST. ELEVATION x. ~ ~ EXIST. CONTOUR , . 1 ~ _ r~, ~ , Q i ~rw,~,~~`' ~ ~ ~,~~~~,R~~, NEW ELEVATION a~10.00 ® ~ ~ ~ ~ I k, Q k, i NEW CONTOUR ®®®®®1®®®®® ~ e~a~ G I Q ~ Q I Z ssa ~ a z EXIST. STORM SEWER m~ ~ ~ ~ ~ ~ i - - ~ - J fr ~';5 u~°, ~ Z , , F N a ~"i ~ _ _ N NEW STORM SEWER ® ® ® ® ® ® ® ~ d i N ~ ...g,. i ac . i.... 1 W. ...KI~SSLEI'ST _ KI~56EYST KINGSLEYSTp~S~EYST,. KINGSI:EYSF KIf~SLEX L4. P ~ ~ ~ NEW UNDERDRAIN i momm®moemmm0®ameummm®mmi ~ 3 { A r' 'MYJ 1 u Ir. t. F~ ® ®1 A j 1t.~~ ~ ~ ~ EXIST, SAN. SEWER ~...~...,n ~a ~ ® ~ ~ ~ _ V I s ,v~ ~ Z s ~,v. ~n,A NEW SAN. SEWER ~ r F ~ ~ ~ t ,f~~~a . n'~ N N i ~ ® d' ,~t'S1 EXIST. WATER SERVICE -°~~~~~d~,m^.a..~a~m~...~ ~ - _ I 1 Z i. i r' ~ ;N,;, , ~ i~~ NEW WATER SERVICE mmmmmm®mmmmmmmmmmm® ~ I ~ QUEEN ST N ~ F~`"... h ~ ~ 1 i - NEW INLET a ~l ~ ~xt ~ , , ~ ?i ~ , ~ _ ~ w ~M +e, a,.., M ~ , ~ I ~(~r µ • ~~~4E.~ ~ ~ 354~, ~ ~ NEW SAN, MANHOLE ~i ~ 1i4~: ~t ~~r3 ~ ~ - ~1;~~ n NEW CLEAN-OUT(C.O,) ~ ~ ® NES 41OR1~'1.: 0579 Q ~ ~ ~ 4. i ~ytit• ~~M~~ w _ I 3 i ~ r ~ ~ ~ i NEW BUILDING AREA ' I ~ ~ ((,~~p~~+ z , ~ Drawn By: B.J.V. ~~r ~ ~ J i • r ~d 'i"'~ a 4 t Ol~`FP a7 ' r. ~ ~ v~~ ~ ~ ~ k"' NEW ASPHALT ' ~ Checked By: H.G., NEW CONCRETE m~ . TEMP. SILT BARRIER ISSUe Date: 11/50105 Ui POINT OF CONNECTION ReVISI011S: N L OF NEW UTILITY TO EXIST. No, Date Descri Lion 4? ~n n M METER U~ ~ B.F,P.D. BACKFLOW PREVENTION DEVICE Q .NORTH L F,H,A. FIRE HYDRANT ASSEMBLY N F,D.C. FIRE DEPARTMENT CONNECTION 0 T,B.O. TEMPORARY BLOW-OFF T,&V. TAP AND VALVE 0 ~L Q. C L (l EXISTING E PROPOSED P RE UIRED Q IRED ~ a, ~ / / c c c " ZONING: n L 4J ~ LAND USE: CG CG CG N WAREHOUSE W / WAREHOUSE W/ ~c~n USAGE: ACCESSORY OFFICE ACCESSORY OFFICE O.K. i ~ 41,510 S.F. 41,510 S.F. N/A AS ~ E AS d LOT AREA. 0.95 Ac 0.95 Ac COMP. INFILL INFILL C1.1 CIVIL SITE DATA ~r, BUILDING COVERAGE: 5,906 S.F. 10,500 S.F. c~ N (S.F. & / OF GROSS SITE 14.2/ ° 25.Z% - fi1.2 CIVIL SITE SPECIFICATIONS o GROSS FLOOR AREA S.F.: 5 906 S.F. r ( ~ ~ 13 000 S.F. 0.55 5 C2.1 DEMOLITION SITE PLAN N F.A.R.: 0.14 ~ 0.31 ai' ~ N/A AS as C3.1 STAKING SITE PLAN ~ FRONT: (W) 45 52.7 (W) TO BLDG COMP. INFILL INFILL ~ U~ C4,1 GRADING, DRAINAGE ~ • BLDG. ~ 10.5 (N) TO BLDG. N/A AS j SETBACKS: 0 (N)/0 (S) 4' (N) TO PAVM'T COMP. INFILL As & UTILITIES SITE PLAN ~ INFILL ~ ~ SIDE: (N) & (S) ~ , ~r 8 (S) TO PAVM T 0' S TO FLARE O C5.1 CIVIL SITE DETAILS _ t 55'(S TO BLGD. ) L1,1 LANDSCAPE SITE PLAN ~ i 63.1' E TO BLDG N A AS REAR: E ~ O / 194 , as ~ DETAILS a 19.7 TO PAVM T COMP. INFILL ~o INFILL BLDG. HEIGHT: 1-STORY N/A AS 2-STORY 31 TO MIDPOINT OF ROOF COMP. INFILL AS ~ INFILL ~ -n THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD PAVED VEHICULAR USE AREA: 8172 S.F. 15,498 S.F. ZONE "X" PER V.U,A, FLOOD INSURANCE RATE MAP 125098 0008-D ( ORIGINAL ~ ~ MAP REVISED: 08 19 91 / / RECEIVED ~ IMPERVIOUS SURFACE RATIO: 15,203 S.F. 31,104 S.F. i (I.S,R.) 0.36 0.74 0.95 rn ~ , 5 JUN 14 2006 ~ OPEN SPACE: 26,307 S.F. 10,406 S.F. , 0 (S.F. & % OF GROSS SITE) 63.3% 25.0% 5~ PLANNING DEPARTMENT m® ~ ~ , c~ CITY OF CLEARWATER ~ g~ f PARKING LOT I NTERIOR LANDSCAPING: 1,612 S.F. , V.U.A. lS.F. & % ~F v ii a l 10,2 10/ OF V.U.A. SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY: r.~ WILLIAM5ON & ASSOCIATES Q DONALD L. WILLIAMSON PSM 5649 PARKING: 26 20 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE O ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE CONSENT OF THE ENGINEER. (9)COPYRIGHT 2006 NOT PUBLISHED HARRY B. ROGERS, III PSM # 6418 Q DATED: 09/12/05 PARKING CALCULATIONS: 1.5 x 13,000 = 19.5 SPACES o N RAM A. GOEL, Ph.D., P.E. #47431 N COPIES OF THESE PLANS ARE NOT VALID UNLESS EMBOSSED WITH THE SIGNING ENGINEERS SEAL 6'~ATER/SEWER Cl.EARAP~CE REQU9REP~EPJT3 S.W.F.W.M.D. !EROSION CONTROL NOTES CLEARING AND GRUBBING NOTES CON' 62-555.314 LOCATION OF PUBLIC WATER SYSTEM MAINS ( T} PAVING NOTES OTES NOTE TO CONTRACTOR FOR THE PURPOSE OF THIS SECTION, THE PHASE "WATER MAINS" SHALL MEAN MAINS, INCLUDING 1. PRIOR TO CONSTRUCTING CC 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED PROPOSED JOINTING PATTERN ONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW- RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS, ONLY "GRADING BY DRINKING WATER, FIRE HYDRANT LEADS, AND SERVICE LINES THAT ARE UNDER THE CONTROL OF PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER. 2, THE CONTRACTOR IS TO PRO 101NTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL, m INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. ~ TO PREVENT SOIL EROSION AND SILTATION. {1) HORIZONTAL SEPARATION BETWEEN UNDER R WITH SEALER, AT ABUTMENT CTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPAN510N JOINT MATERIAL THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR 4 p ~ Z, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. RETENTION BASIN(S), CONTROL STRUCTURE(S) INLETS ~ 6, THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY C OUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECWMED WATER PIPELINES, AND ON-SITE 3. ALL PAVEMENT MARKINGS SH 2, THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL EXISTING STRUCTURES, SEWAGE TREATMENT AND DISPOSAL SYSTEMS, TO FOOT STA VT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE & PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS & ~ ~ ~ ~ NDARD SPECIFIC STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS ANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING DIMENSIONING OF SLOT & BAFFLE, LOCATIONS OF ALL UTILITIES AND SILTATION FROM THE BOTTOM OF THE RETENTION BA51N, AND FINE GRADE THE 7, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO {A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL TO BE 4" WIDE PAINTED WHI DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE . 4, THE CONTRACTOR IS TO INST FINAL SIX (6) INCHES AND SOD, CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. OF ANY EXISTING OR PROPOSED Si R SIDE PAINTED WHITE STRIPES. INCLUDING THE SANITARY SEWER AND WATER PIPING, THE w ~ ~ AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING, 0 M SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING BETWEEN THE PAVEMENT ELE RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610,F,A,C, CTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED E PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS RECORD DRAWINGS TO THE ENGINEER. 8, THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE B NEW OR RELOC THAN TWELVE (12) INCHES. 3, THE RETENTION AREAS AND OUTFACE CONTROL STRUCTURES SHALL BE CONSTRUCTED SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVA ATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL (12) INCHES. THE AFOREMENTIONED RECORD DRAWINGS SHALL BE SUFFICIENT ~ ~ r~ EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY L OF ALL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE 5. STANDARD INDEXES REFER TC IN PARTS OFF SITE. UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER. TRAFFIC DESIGN STANDAR ' 1DEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING ~ WITH THE NEW FACILITIES, SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS, DS. 4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING 6. PAVEMENT SHALL CONSIST Of ,IGN STANDARDS." JURISDICTION, z OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES, ACTIONS INCLUDED A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. (i) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL TYPE S-1, ON 8" LIMEROCK HALL CONSIST OF 2" ASPHALT, )N 8° LIMEROCK BASE COMPACTED TO 98% OF ~ ~ ~ SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC DSTANCE OF AT LEAST 51X FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE MAXIMUM DENSITY, ON 12" 5 9, DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY-OR PRESSURE-TYPE INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC, THAT MAY BLOCK THE SANITARY SEWER, WASTEWATER FORCE MAIN OR PIPING CONVEYIN DEN I NSITY, ON 12" 5UB-BASE COMPACTED TO 98% OF MAXIMUM GENERAL CONSTRUCTION NOTES ~ ~ ~ PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, C RECLAIMED WATER NOT REGULATED 5 TY PER AASHTO T-180, OPENINGS IN THE CONTROL STRUCTURES. UNDER PART III OF CHAPTER 62-610, F,A.C, THE MINIMUM HORIZONTAL SEPARATION DISTAN AASHTO T-180. 1, ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN ® CE BETWEEN SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY WATER MAINS ANp GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE - 5, ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER, CONSTRUCTION PROGRESS, BOTTOM of THE wATER MAIN IS LAID aT LEAST SIX I IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND / OR RELATED ORDINANCES. NCHES ABOVE THE TDP OF THE SEWER, 6, ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION 10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PR ~ OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION 15 COMPLETE, DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AIND gLHOPI~ZOSTAL 2, ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM 1929, ~ ~~J • OF ANY EXISTING OR PROPOSED °ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED NOTE: PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS 11. WHEN CONSTRUCTION 15 COMPLETED, THE RETENTION/DETENTION AREAS WILL BE IN SECTION 381,0065{2), F,S., AND RULE 64E-6,002, F,A,C. 3, LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, ~ SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES, POWER TO THE PLANS. WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES, RIGHT OF ~IAY NOTES SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPELINES OR AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY „ MAY NOTES THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS, 12, CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED 1. ALL R.O.W. INSTALLATIONS W STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. ~ FENCE, HANDRAIL, VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, GRAVITY OR VACUUM-TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE IN THE STATE OF DF THE WATER MNN 15 AT LEAST 51X INCHES, AND PREFERABLY 12 INCHES, ABDUE OR AT LEAST FLORIDA U WHICH SHALL BE REPAIRED OR REINSTALLED AS INCIDENTAL TO THE COST OF WORK SHOWN STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIP INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES 'E OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER ~ ~i' HEREUNDER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE ANY ELINE, HOWEVER, Ii IS PREFERABLE TO LAY 2. ALL DESIGN AND CONSTRUCT THE WATER MAIN ADOUE THE OTHER PIPELINE. SET DOWN I ® ~ AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE ®e ~ CONFLICTS PRIOR TO AWARD OF THE CONTRACT, WATER SYSTEM NOTES N PINELLAS COU N PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED AFFECTED AREA. (EJ) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED ORDINANCES, AND MINIMUM 1 NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE 3. SIGNS ANO BARRICADES SHA AND MINIMUM TESTING FREQUENCY REQUIREMENTS, 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL CONVEYING RECLAMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MNN IS AT OF TRANSPORTATI 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER, LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER IT IS ON S MANE BARRICADES SHALL BE IN ACCORDANCE WITH THE US DEPARTMENT UTILITIES, AND SHP,LL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS E81 )RTATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL D VICES" AND THE UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. FLORIDA DEPARTMENT OF TRH 40D 4 & 400-40 F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER 2, ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND CAT THE UTILITY CRO IN 600 THROUGH 670 LATEST ~ARTMENT OF TRANSPORTATION'S "DESIGN STANDARDS" INDEXES UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" SS G DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH 4, INSTAL ( OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SPECIFICATIONS. DF WATER MAIN PIPE SHAL CATION INVOLVING CON 3H 670 (LATEST EDITIONS). AT 1-800-432-4770 MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE 0 J INUOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION START OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL ~ OFFENSE. MAIN JOINTS WILL BE AS FARBASCPOSSIBLE FROM THE OTHER PIPELIN ERAfTIPELINE SO THE WATER MUST BE ACCOMPLISHED BY E, L ERNATNELY, AT SUCH 3. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21,50 CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST ICOMPLISHED BY JACK AND BORE OR PUSHING. NO JETTING IS ALLOWED. UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM, ~ ~ MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY {AWWA C 150) AND ANSI A 21,31 (AWWA C 151) AND PIPE SHALL RECEIVE THREE FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER 5. COMPACTION FOR PIPE BACK W FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99(100%). 6. CONTRACTOR IS SCLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8 OR A FORCE MAINS, OR PIPELINES CONVEYING RECWMED WATER REGULATED UNDER PART III OF CHAPTER 21,51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS 62-610, F.A.C„ AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY-OR PRESSURE-TYPE SANITARY 6, DISTURBED AREA WITHIN THE 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIM SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF ~ ~ ~ SEALED IN ACCORDANCE WITH ANSI A 21,4 (AWWA C 104-71 UNDER PART III OF CHAPTER fit-610, F,A.C. ED WATER NOT REGULATED DENSITY AND SODDED. 2, UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER 4REA WITHIN THE R.O.W. WILL BE COMPACTED TO 100% OF MAXIMUM POWER LINES AND OTHER UTILITIES. ~ ~ ~ I SODDED. 7. ANY PORTION OF THE ROADN ANCE THAN STORMWATER, 4, ALL FITTINGS LARGER THAN 2° SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES, V OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED 7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR DAMAGE, IN THE OPINION OF 3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS, WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI, JOINTS SHALL BE REPAIRED AT CONTR THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE TO BASE AND SURFACE CONSTRUCTION. ~ ~ MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE (A) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A ACTOR E} CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104, SANIiaRY SEWER MANHOLE. HIGHWAY DEPARTMENT. 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY ~ 'ARTMENT. ® ~ IN ACCORDANCE WITH THE APPROVED PLAN, (B) EFFECTIVE AUGUST 28, 2003, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS 8, SAFE PEDESTRIAN TRAFFIC IS 5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET 9. ANY SIDEWALK WHICH BECOM TRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT C-9D0, PIPE SHALL BE CLASS 15D AND MEET THE REQUIREMENTS OF SDR 18 IN STRUCTURE. WHERE R IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH SIDEWALKS ARE TO BE REC01 OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM ACCORDANCE WITH ASTM D-2241, THIS REQUIREMENT (I,E„ WHERE THERE IS A CONFLICT IN THE ROUTING OF A WATER MAIN AND A .K WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE ~ ® ~ ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND ~ STORM SEWER AND WHERE ALTERNATIVE ROUTING OF THE WATER MAIN OR THE STORM SEWER IS NOT WHEN EXISTING SIDEWALK IS VG SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT. SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION, ~ ~ ~ THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE TECHNICALLY FEASIBLE OR 15 NOT ECONOMICALLY SENSIBLE), THE DEPARTMENT SHALL ALLOW EXCEPTIONS 6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241-89. TO THIS REQUIREMENT (I.E., THE DEPARTMENT SHALL ALLOW CONSTRUCTION Of CONFLICT MANHOLES SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP, THE PIPE BUT SUPPLIES OF WATER OR PERSONS PROPOSING T ) 10. NO STOCKING OF MATERIAL If 9, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP gm ~ 0 CONSTRUCT CONFLICT MANHOLES MUST FIRST' CONVEYANCE SYSTEM SHALL BE FLUSHED, A5 DEEMED NECESSARY NO LESS THAN TWICE A 7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED OBTAIN A SPECIFIC PERMIT FROM THE DEPARTMENT IN ACCORDANCE WITH PART V OF THIS CHAPTER WILL BE REMOVED FROM THE J OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS 51TE. 10VED FROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND ® ~ YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION SLEEVE TYPE JOINTS, AND MUST PROVIDE IN THE PRELIMINARY DESIGN REPORT OR DRAWINGS, SPECIFICATIONS, AND DESIGN SWEPT DAILY AS PART OF DA POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS, IF WATER STANDS IN DATA ACCOMPANYING THEIR PERMfi APPLICATION THE FOLLOWING INFORMATION; 11 AS PART OF DAILY CLEAN-UP. REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE ® ~ 8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE (1) TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH CONFUCT MANHOLE. .SIGNS AND BARRICADES FOR THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND (2) A STATEMENT IDENTIFYING THE PARTY RESPONSIBLE FOR MAINTAINING EACH C INDEXES 600 THRU 605 ROA 3ARRICADES FOR MAINTENANCE OF TRAFFIC PLAN REFERENCE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE MEETING THE REQUIREMENTS OF AWWA C509, ONFLICT MANHOLE, BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE (3) ASSURANCE OF COMPLIANCE WITH THE DESIGN AND CONSTRUCTION R IR - EQU EMENTS IN SUB PERCOLATION CHARACTERISTICS OF THE POND, THE OWNER WILL BE RESPONSIBLE TO MAKE 9, ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS F SUBPARAGRAPHS A, THROUGH D, BELOW, 1 THRU 605 ROADWAY & TRAFFIC DESIGN STANDARDS. OWNER'S ENGINEER. ~ ® ~ 1D. AT LEAST THREE (3} WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR ~ ~ ~ SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES 0 AWWA C502 AND SHALL BE 12. SAW CUT EXISTIN APPROVED BY THE LOCAL UTILITY AND FIRE MARSHALL. (A) EACH WATER MAIN PASSING THROUGH A CONFLICT MANHOLE SHALL HAVE A FLEXIBLE, WATERTIGHT G EDGE-OF- SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I,E, GASOLINE, OIL, GREASE, CHEMICALS, ETC, 10, THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER ,101NT ON EACH SIDE OF THE MANHOLE TO ACCOMMODATE DIFFERENTIAL SETTING BETWEEN THE MAIN STING EDGE-OF-PAVEMENT PRIOR TO DRIVEWAY CONSTRUCTION. ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION A5 REQUIRED. ANY WORK SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION, AND THE MANHOLE. 13. Do NoT DISTURB EXISTING un URB EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED IS PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR ((B WITHIN EACH CONFLICT MANHOLE THE WATER MAIN PASSING THROUGH THE MANHOLE SHALL BE DISTURBED, CONTACT THE ARE THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND M~TALLEDIN DEPARTMENT 11, THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN A WATERTIGHT CASING PIPE HAVING HIGH IMPACT STRENGTH (I,E„ HAVING AN IMPACT AT 464-8900 F( FLUSHED SEMI-ANNUALLY, CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN STRENGTH I,E., HAVING AN IMPACT STRENGTH A :ONTACT THE AREA INSPECTOR WITH THE PINELLAS COUNTY HIGHWAY PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTORS AT 464-8900 FOR ASSISTANCE. EXPENSE, ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL ON DETAILS. IRON PIPE ( T LEAST EQUAL TO THAT OF 0,25-INCH-THICK DUCTILE 14. PROVIDE A MINIM UM OF 3 C( INIMUM OF 3" COVER OVER UTILITIES AT ALL DITCH CROSSINGS. 11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6° LAYERS UP SHALL BE DISPOSED OF IN A PERMITTED FACILITY, 12, MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL (C} EACH CONFLICT MANHOLE SHALL HAVE AN ACCESS OPENING, AND SHALL BE SIZED, TO ALLOW FOR 15. NO STREET SHALL BE CLOSED TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO NES Comm.. 0579 HALL BE CLOSED WITHOUT THE WRITTEN PERMISSION OF THE PINELLAS BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, EASY CLEANING OF THE MANHOLE, COUNTY TRAFFIC DIVISION, Al EROSION AND SILTATION CONTROL NOTES FIC DIVISION, AT LEAST 48 HOUR ADVANCE COORDINATION 15 REQUIRED, DETERMINED BY AASHTO T-99. 13, THE IRRIGATION SYSTEM SHALL HAVE PURPLE COLOR PIPING AND LABELING ON THE {D) GRATINGS SHALL BE INSTALLED AT ALL STORM SEWER INLETS UPSTREAM OF EACH CONFLICT MANHOLE 16. THE PERMITTEE'S ATTENTION I; 1, SEDIMENT TRAPPING MEASURES; SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING, TO PREVENT LARGE OBJECTS FROM ENTERING THE MANHOLE. ACT (FLORIDA STATUTES, 553,! :E'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY Drawn By: B.J.V. FILTER FENCES, BERMS, VEGETATIVE BUFFERS AND OTHER ADMINISTRATION EXCAVATION S SEDIMENT BARRIERS, ((4 SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS WASTEWA STATUTES, 553.60 et, seq.) AND THE OCCUPATIONAL SAFETY AND HEALTH 12, 51TE WORK CONCRETE15HALL HAVE A COMPRES5IVE STRENGTH OF AT LEAST 3,000 )N EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926.65D, P.S.I. IN 28 DAYS, LP,LESS OTHERWISE NOTED, Checked By: H.G. MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF S~ORMWATER FORCE MAINS R C TER OR SUBPART B) WHICH SHALL API SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE WATER SY$TE~dq TESTING AND INSPECTION REQUIREMENTS DRAINS SHALL BE LOCATED SO THAT WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE 13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED SYSTEMS. NEW OR RELOCAtEOEF EMHYDRANTS WITH IUNDERCRDUND SITE SEWAGE TREATMENT AND LUSP05AL PURSUANT TO THIS PERMIT, INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER 17, DRIVEWAY T THIS PERMIT, TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS FORCE MAIN, OR PIPEUNE CONVEYING RECWMED WATER REGULATED UNDER PART III OF CHAPTER 62-fi10, 0 BE CONSTRUCTEI FROM DISTURBANCE, A5 A FIRST STEP IN THE LAND ALTERATION PROCESS, SUCH FA.C., Ai LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM-TYPE BE CONSTRUCTED TO FOOT INDEX 515, SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO q q OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED, ISRUe Date. 19/30/05 SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS SORNIPARY SEWER, Ai LEAST SIX FEET AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY 18, EROSION CONTROL AND SHOUT ANY OTHER DISTURBANCE OF THE SITE BEGINS, CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROP ~ RESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAdMEO WATER 105, TROL AND SHOULDER 50DDING SHALL CONFORM TO FOOT INDEX X104 & ERLY PRESSURE NOT REGULATED UNDER PART III OF CHAPTER 62-610, fiA,C, AND AT LEAST TEN FEET FROM ANY EXISTING U' 2, PROTECTION OF EXISTING STORM SEWER SYSTEMS; DURING CONSTRUCTION, ALL TESTED AND ACCEPTED BY THE OWNER'S ENGINEER, PRESSURE TESTS TO BE IN OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM' AS DEFINED IN SECTION 381,0065(2), 19, MAINTENANCE OF TRAF I 14, ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO .DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF RevlslOns. F.S. AND RULE 64E-6.002, F.A.C, F C TO STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS, CONTRACTOR TO NOTIFY AS APPLICABLE. N' SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF (5) EXCEPTIONS, WHERE IT IS NOT TECHNICALLY FEASIBLE DR ECONOMICALLY SENSIBLE TO COMPLY WOH THE OF TRAFFIC TO BE IN ACCORDANCE WITH FOOT INDEX ~ 604 OR OTHER GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE Ln MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS AND WHICH PERFORMING TESTS, REQUIREMENTS IN SUBSECTION 1 OR 2 ABOVE THE DEPARTM E' BEEN OBTAINED, APi' WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, N~. Date Descri tion AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, 0 REQUIREMENTS IF SUPPLIES OF(WATER OR CONSTR ENT SHALL ALLOW EXCEPTIONS TO THESE MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION, UC110N PERMIT APPUCANTS PROVIDE TECHNICA.~,OR ECONOMIC JUSRFICATION FOR EACH EXCEPTION AND PROVIDE ALTERNATNE CONSTRUC110N FEATURES THAi AFFORD A SIMILAR AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE Ln 3, SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE 2. NEW WATER MAI~:S LEVEL OF RELIABILITY AND PU BLIC HEALTH PROTECTION. ACCEPTABLE ALTERNATIVE CONSTRUCTION FEATURES, OF SILT THROUGH THE OUTFACE STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL INCLUDING THE FOLLOWING. REGULATORY AGENCY AND ENGINEER OF RECORD, ~ AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING BE PERFORMED It; ACCORDANCE WITH THE CONTRA ~ LOCAL JURISDICTION WATER SYSTEM CTOR S RESPONSIE 15. THE 501LS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL ~~S RESPONSIBILITY NOTE COMPACTION TESTS, 'AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY ANY PERMANENT SUBDRAIN PIPE, IN ADDITION, PERMANENT RETENTION AREAS MUST STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION. (A) WHERE AN UNDERGROUND WATER N1WN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HOR20NTAL DISTANCE N B ff2DM ANOTHER PIPELINE AN N E TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT D WHERE AN UNDERGROUND WATER MNN 15 CROSSING ANOTHER PIPELINE AND JOINTS IT IS THE CONTRACTOR'S RESPONSI TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, Q SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT IN THE WATER MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER THE END OF THE WARRANTY PERIOD, RE UIREMENTS AND PIPELINE. THE ARCHITECT AND OWNER OF Tf )TOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY REQUIRED BY THE LCCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF Q RESULTS FORWARDED TO THE ENGINEER, UNDER NO CIRCUMSTANCES ) .L 4. SWALES, DITCHES AND CHANNELS; ALL SWALES, DITCHES AND CHANNELS LEADING AND SITE IMMEDIATELY UPON OCCU D OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE 'ELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED, Q FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION, ALL OTHER SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE {1) USE OF PRESSURE-RATED PIPE CONFORMING TO THE AMERICAN WATER WORKS ASSOCIATION STANDARDS INCORPORATED INTO RULE 62-555.330, F.A.C., FOR THE OTHER PIPELINE IF IT IS A GRAVITY-OR, VACUUM- AND WRITTEN CORRESPONDENCE DE 0_ INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT 1YPE PIPELINE, DESPONDENCE DETAILING ANY AREAS THAT ARE NDT IN A FIRST 16, THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS Q ISSUANCE OF A CERTIFICATE OF OCCUPANCY, HAS BEEN ISSUED, CLASS CONDITION (SURFACES THAT (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING, AT THE CONSTRUCTION SITE. Q (2) USE OF WELDED, FUSED, OR OTHERWISE RESTRAINED JOINTS FOR EITHER THE WATER MAIN OR THE OTH WITHOUT CHIPS WI PIPELINE. ER THOUT SPLINTER'. ~ 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES; FILL MATERIAL STOCKPILES ITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, 17. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION 0 WITH NEW APPEARING FINISHES, AN ~ HALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH SANITARY SEINER NOTES (3 USE OF WATERTIGHT CASING PIPE DR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR EITHER THE INTENDED TO OPERATE) WHICH WILT L~ PREVENT EROSION OF THE STOCKPILED MATERIAL, CONTROL OF DUST FROM SUCH WATER MAIN OR THE OTH LNG FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR SAFETY, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR ER PIPELINE. CONCLUSION OF THE PROJECT, Tf u~ STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE SATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE CONSTRUCTION SITE SAFELY. Q HE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING 18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND z~ EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL 1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF (B) WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THREE FEET HORIZONTALLY FROM ANOTHER THE OWNER A COMPLETE PROJECT y UNSTABILIZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS. COVER. PIPEUNE AND WHERE AN UNDERGROUND WATER MNN IS CROSSING ANOTHER PIPEUNE AND IS BEING LAID LESS THAN STANDARDS IN UALITY AN r1PLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE Q THE REQUIRED MINIMUM VERTICAL DISTANCE FROM THE OTHER PIPELINE. Q D PEROO 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED 2. ALL SANITARY SEWER MAIN BUILDINGS AND SITE REGARDLESS aLITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. S & SERVICE LATERALS SHALL BE CONSTRUCTED OF I)) USE OF PIPE OR CASING PIPE HAVING HIGH IMPACT STRENGTH ( ~ REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT ~gUAI TO iHAi dF 0.25-IN - ((I,E, HAVING AN IMPACT STRENGTH AT LEAST WITHIN TH POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE CH THICK DUCTILE IRON PIPE) OR CONCgETf' ENCASEMENT AT LEAST FOUR INCH E DRAWINGS AND SPECIFII iITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED ~ AND/OR REPAIRED AS REQUIRED, CONSTRUCTION DRAWINGS, FOR THE WATER MAIN, AND ES THICK BEEN DESCRIBED IN THE AFOREMEN JGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HA5 19, ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO N THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. CENTER OF STRUCTURES OR FITTINGS, PIPE MEASUREMENTS FOR MITERED END 3, ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS E2~ USE OF PIPE, OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (I.E., HAVING AN IMPACT STRENGTH AT LEAST CONTRACTOR HAS THE RESPONSIBLE THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S) SECTIONS ARE TO END OF PIPE, CLEARING AND GRUBBING NOTES UAL TO THAT OF 0.25-INCH-1HICK DUCTILE IRON PIP AND SPECIFICATIONS, FOR THE OTHER PIPEUNE IF IT 15 NEW AND IS CONVEYING WASTONARETE ENCASEMENT AT LEAST FOUR INCHES THICK UTILITIES AND SITE THROUGHOUT TH ~ EW TER OR RECWMED WATER, THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE 20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED ~ 4, PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO COURSE OF THE WORK, ANY AREA 1, PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION EXISTING CORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR OR EXISTING PAVEMENT TO BE ELIMINATED. LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND THE SITE BECOME DAMAGED AND TL PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S ELEVATI j TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE ON OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF TO BE A PART OF THE CONSTRUCTI DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT 21, ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER CONTRACTORS RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION, NO ANY CONFLICTS OR DISCREPANCIES. REPLACE THE DAMAGED AREA TO Tf THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR METERS, ETC„ SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM AGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWER AT SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE 5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS NO ADDITIONAL COST TO THE OWNE ~ OWNER, DESIGNATION iT TO THE OWNER. ~ D-3034-77C, SDR 35, INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT N 2, THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321, IF REQUIRED, ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR, GRADING AND DRAINAGE NOTES AS A PART OF THESE DOCUMENTS, A CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT, COPIES Of THE 22. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) iE DOCUMENTS, A SITE SURVEY AND/OR 51TE DATA, WHEN THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, ~ SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING 6, ALL PVC FOR PROVIDED, AND ANY ADDITIONAL INFOf COMPANY QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN CE MAINS SHALL BE CLASS 2000, SDR 21, COLOR GREEN, WITH A 1. ALL DELETERIOUS SU STA INFORMATIONA ADDITIONAL INFORMATION THAT MAY BE PROVIDED 15 FOR SHALL BE COMPACTED IN ACCORDANCE WITH F.D.D.T. STANDARD SPECIFICATIONS, - GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, B NCE MATERIAL, (I,E. MUCK, PEAT, BURIED DEBRIS), IS L PURPOSES ONLY, THE THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY, PLACED 1 FOOT BELOW THE TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR A5 DIRECTED BY THE FOR THEIR PREPARATIO PROPOSED GRADE, THE PRINTING ON THE MAGNETIC TAPE SHOULD READ N, COMPLETENI POSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY SECTION 125-8.3, LATEST EDITION. "FORCEMAIN". OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS FULLY RESPONSIBLE WHEN USING 0 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. ~TION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR ~ NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR 7, ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH AN51 A 1 EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPR USE SUCH INFORMATION ONLY AS A I N 2 ,50 OVED MATERIALS AND 3LE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD 23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S TION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R„ 5.1926,650, SUBPART P, PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING (AWWA C 150) AND ANSI A21.51 (AWWA C 151), .DUCTILE IRON PIPE SHALL COMPACTED AS SHOWN ON THESE PLANS. UNDERGROUND SERVICES, INCLUDING CONSTRUCTION. RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI 2, TH DICES, INCLUDING BUT NOT LIMITED T0: INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS E CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST c9 A 21.6, A 21,8, OR A 21.51. COLLAPSE AND WILL PROVIDE BRACING SHEETING OR ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY IDLES). 4. THE TOP 4" TO 6 OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE ~ SHORING, AS NECESSARY, STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING 8, ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED, DEWATERING SHALL BE USED AS WATER SUPPLY PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. REQUIRE D.I.P. ARE TO BE POLYLINED OR EPOXY LINED. REQUIRED. 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH ~ SANITARY SEWER DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES ® ~ 3, ALL STORM SEWER PIPE SHALL BE REINFORC STORM SEWER 9, ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H5-20 LOADING ED CONCRETE CLASS III (ASTM C-76) NATURAL AND LP GAS LINES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE ~ UNLESS OTHERWISE NOTED ON PLANS, ELECTRICAL POWER I ' RECLAIMED WATER SUPPLY OF THE BLDG(S). THE PLUMBING CONTRACTOR IS TO CONNECT AND MEET THE INVERT IRRIGATION LINES LiJ 4. PVC STORM PIPE, 12° AND SMALLER SHALL CONFORM TO AWWA C-900 CLASS 150 T,V. CABLES ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE ~ ~ STANDARDS, UNLESS OTHERWISE NOTED. FIBER OPTIC CABLES ANITARY SEWER TESTING AND INSPECTION REQUIREMENTS S TELEPHONE CABLES BLDG, SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR, ALL WORK ~ ~ SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, Z FIRE ALARM SYSTEM CABLES u 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO 5, ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE 4 CABLES SECURITY WIRING ORDINANCES AND REQUIREMENTS, ~ M TH A TELEVISION INSPECTION BY TRAFFIC RATED FOR H5-20 LOADINGS. CONTROL WIRING E OWNER S CONTRACTOR, CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN SYSTEMS INCLUDING INSULATION SITE UNDERGROUND MECHANICAL 25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO INSULATION COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH ® I~.1 ~ ADVANCE TO SCHEDULE INSPECTION, 0 6, THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND, IT WILL BE THE CONTRACTOR'S REST 0 2, THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS NTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION THE BEST RECOGNIZED TRADE PRACTICES, ~ ~ INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION 7, MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM pRAINAGE OF THE UNDERGROUND SERVICES B` MAXIMUM ALLOWABLE LEAKAGE RATE; 100 GPD PER INCH PIPE DIAMETER PER MILE. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY, OTHER MEANS ARE APPROV JND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS 26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER TEST RESULTS ARE TO BE SUBMITTED TOT ED BY AI HE REGULATORY AGENCY FOR APPROVAL, 8, ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT WORK. THE CONT APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE ®I ~ COORDINATION AND NOTIFICATION OF ALL PARTIES 15 THE CONTRACTOR 5 RACTOR SHALL RE RESPONSIBILITY. ELEVATION(S) OF THE STORM PIPES(S), AND ALL DAMAGED UNDERGROUND S ACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY WRITTEN APPROVAL FROM THE ENGINEER, ~ ~ ° STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALLS . ~ 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PR SS COST TO THE OWNER. UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL 27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND :R. PERMITTING, DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. E URE TEST IN GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH, ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION, SAID TESTS I ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE ~ REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PAYING, GRADING & DRAINAGE TESTING AND INSPECTION 1. TRENCH EXCAVATION REQUIREMENTS r• PARTIES 15 THE CONTRACTORS RESPONSIBILITY, -INCLUDE OSHA STANDARD 29 C ION ORIGINAL ~ ~ u~ o NOW A PART OF LAWS OF FLOI STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH Is RECEIVED )F LAWS OF FLORIDA CHAPTER 90-96. ' 1, THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A -THE CONTRACTOR SHALL PROM[ m VISUAL IN SPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF WITH THIS LAW. )R SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE J~N ~ 4 9oOc + BACKFILL, _ A SEPARATE COST ITEM IDENTIF C U ~ )ST ITEM IDENTIFYING THE COST OF COM~LUNCE, ~ ~ 2, THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL - A TRENCH SAFETY SYSTEM SHAT L, ETY SYSTEM SHALL BE DE5IGNED BY THE CONTRACTOR, AND PLANNING DEPARTMENT n Arr.FPTAMCF nF rN~ paniFrT APPROVED BY THE ENGINEER. THE ENGINEER. v 2. ALL RETENTION AREAS, STORM SE AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC, Unr Ur GLtARWATER n 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING MUST BE IN PLACE AS PART OF Q WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE IT IS THE RESPONSIBILITY OF THE :E AS PART OF THE FIRST PHASE OF CONSTRUCTION. v TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON DRAINAGE THROUGHOUT CONSTRUC VSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE THIS DRAWING IS AN INSTRUMENT SERVICE AND SHALL REMAIN THE PROPERLY TH THE SHOUT CONSTRUCTION TO AVOID FLOODING Of THE ADJACENT ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO PROPERTIES. ANY FLOODING THAI Q THE OWNERS ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. THE SOLE RESPONSIBILITY OF THE THE CONSENT OF THE ENGINEER, ©COPYRIGHT 2D06 NOT PUBLISHED Y FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE LC) 3. THE USE OF ELECTRONICALLY STC NSIBILITY OF THE CONTRACTOR, 0 0 PURPOSES ONLY AND NOT TO BE CTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR Cl m2 MUST UTILIZE SIGNED AND SEALEI 'NED AND SEALED DOCUMENTS FOR CONSTRUCTION. N RAM A. GOEL, Ph.D., P.E. #47431 COPIES OF THESE PLANS ARE NOT VALID UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL e ~ v o p ~ n q1 ' p 1 p min q I ~ 11 (n ~ ~ I ~ ~ p 1 ~ ~ W ~ I p ~ it 9 6 1 d ~ m I ® I I 6 ~ p I ~ ~ ~ _ LO f 2 I'Tl ~ i i / ' / / can I q 18. ~ y1 r i i / i j / i ~ / i i. i ; ~Tn p I ~ 9 ~ COVERED i / / j~ / i i / 0 q p g 'IB.~ 1-lN1A! LAl'~'LL AK / i' / : ` ~ / / ~ ; i/ / / % ` / / i , / / i;' % ¢ co ~ / i ' ' / ~ ~ / i' / / ~ / / / i `Eh ~TIN~ ~^IARE.i9GL~'E i ~ / / r / ::y E~YS fl ~G ~JP,R~Fi 0 ..~E , / ; , / /i % / , % i l;' I p ~ 8" UR ~0 iF' ~ i" % / % / ~ /j i q , / ~ / / i' / j' / / i / ; i,' / / ~ % ~ / / i` / % / ~ 1 q p ~u ~ ~ 9 / i / AAA i / / / / o ' / / i' % / / , ~ / . ` / Q p ~ p ~ ~ / i ~ ~T ~ / ; / E:lSTIIyU` '2'y0' / y-f' 2 7 / _ , ~~,G ~I _ ' ~,Z pnL I / , / / i i r ~'C 23.U 4,. 25.2 27.2 p', p % 1/ i~. / i r iJP.S., VJALJI ~ / i' wf~ lj .5.7 ; ` E,i: 4£3(VY G~m.~ ~ / - - 4 - ~ - c/ ~i.3 ~ 20 Sa,~rll. 5.7 ~ ~ s t.iVF ~ AUREL _ ~ ~ GAS- p I s li3.ei ' ~ _ _ N,89'59 08 E. 314.74 C) 315.00 P . s ® ® ~ ® ) LAUR ~ ~ ~ ao nc,W p p ° ( / ~ g p ~ 9 I p j a ~ ~ I 3.2 l ; Cr~ 10 OAK ; ~ I , z 6~ ~ 11 F 7.~~11~E ~ ~ i I ~ ~ ~ a I I k ~ ~ ° 1. crvr I J' J ~ `j''f~Ahj it I I ~ I! ~ { 3 ' ° ' q I ~ ~ / ~ ~ ~ ~ 0 2 • D ~ ii p I ~ ~ 8 I I ' _ _ / \ ~ ~ ° p e-ln I g .24.5 No'i q q 1 J. 1 q :.0 24.9 25.5 25.8 ; '~5.7 p p I ~ - ~ r I q }I ~ --f-'-- ~ / PH n p np! i ~ I ~ ~ p q q ~ LLp ~ / ~~,n I 3p Y CON .N I DEMOLITION NOTES Z ~ ~ ~z, q np ~ Y CANDNG /I 26.i p WI d ~ 1 u ~a~ I ~ ~ ~ I p ~ ~ a TEP v p I LEGEND DEMOLITION OF THE SITE INCLUDES a ~ ~ I I .1.19.6 1 J~ 1 ~ ~ , 23.6 24,~~ N~ p I ~ ~ ?J.E~ I " ? THE REMOVAL/RELOCATION OF ~ ~ REMOVES ~ pig ~ ! I p ~ ~ 94.8 ?6.u ~ I ALL EXISTING STRUCTURES WITHIN 0 2D" h9AN'0 / I PROJECT AREA, PAVING AND ~ ~ ~ p p ~ ~ / ~ ~ 1' ~ ~ BASE, UTILITY LINES (SANITARY ~ ~ I p ~ 3 0 p o I d ~ ~ o T SEWER, STORM PIPES, WATER ~ ~ ~ I I ~ ~ q- p I 9 ~ ' ~ LINES, POWER POLES, OVERHEAD i' n I I ~ 111~~ I flfmur m wn .,v ~ 4m w. w w ~ ~ ~ AND UNDERGROUND POWER AND ~ ~ ~ 4~ p p F- 19.7 19.E . :5.~r ~ ASPN. & BASE TELEPHONE CABLES, GAS LINES, ~ 0 I ~ / ~ G ~ ~ a 2c.9 y7 L, n N Q TREES, SHRUBS, ETC.) AND IS ® ~ ~ b;u, I I ~ yWj- p I toC ~ II 26,fi o LLLLLLLL ~ ~ BUILDING NOT LIMITED TO WHAT S SHOWN, ~ ~ ~ p p ~ l~ I ~ ~ Q .25.7 25.5 25.1 ~f~,~ - E~ #5936 ~ o - (nun q p 2 ~ ~ • a a. , d n d~-- ~ I p ~ ~ ~ ° . ~ 70~"LICE `Tcs.. p p G 3 ~o uuE oAK ~ ~ ~ .tl.J d ?1 REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE q ?3.2. 4 30"LAUREL fib ~ NEAREST EXPANSION JOINT, ~ I I~ ~2 REMOVE ASPHALT AND BASE, nm I I ~ ~ aw.e a , ' - ~ ~ a % ~ I a ° ~I I p fX, (1.-- Y a~ a ~3 REMOVE EXISTING STRUCTURE AND FOOTING, ICES COIYIB~11. ~ 0579 o ° .I 0 p p r~ i ~ p ~ 3 3VE OAK ~ Drawn B 13.~.V. inY~ I 0 "1 ~ ° . a a , a. Z2.t3. - - - ~ 'S.c 0. p i ~~'h ~ REMOVE EXISTING TREES, y' 24 REC OAK 1 ~ q N 90 DO 00 E 314.50 (F) 315.00 (P) L OAK_________ _ ^ ^ Checked By H.G. B q ~ q 20,8 --ExISiIN(' 0„ - - - - - --I-----------.._. L U1N I ~ @I IIIAJ. 'JJAL . 5, ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF q ~ I TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, q B ~ ~ . ~EX. CURE1 ~ I p p E,'~, 18" RC,P INLET wui I p ~ / I I AND POLE BASE SHALL BE FILLED WITH APPROVED I ~ SUITABLE MATERIAL AND COMPACTED IN 12° LIFTS TO Issue Date: 1110105 95~" OF MAX DENSITY ~ ~ I I I ~ I Ql nn I I ~ 5~ Revisions: ?r ~ Ed'.~t<~UVEREC ~ I I .20.4 1r. , 20.0 .2i,4 I ASPrI,4LT ' ~-.-..J 6, OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND No, Date Descri tion CONSTRUCT/ON DEBR/5 SHALL OCCUR 1N SOLID WASTE I p - SICN I , , ~ ~ - ~ - ~ p I EXI~TIN~~ OrF,~~ WARthJU~~E I ~ DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND Q , ~ ~ i p `s I - ~ ~N - PINELLAS COUNTY. ~ p S p l U - B w p to ~ I p l q; I Y ~ Q Q ~N p w I 4~ ~ I - [n ~ p I ~ NOTE; DEMOLITION HAS ALREADY BEEN PROCESSED ON SITE. Q p p ~ L-_---_-_ ~ p I ~ DEMO IN R,O,W, NEEDS ADDITIONAL WORK, Q p I Q n- I ,ti Q E Q 0 ~ Q ~ ~ a~ ~ Q 1 Q / of i / ~ EY -U~' ~ 9 9 ~n ~ P ~ In i ` ' ASf~HAC ~ i ~ / EL % ~ ~ ~ ~ ' N ~ / p ORIGINAL ~ ~ f N ~ ' RECENED cc} o JUN 14 2006 ® ® p~p,NNINC t?~PARTM~NT ao ~ CITY QF CLEARWATER ~ o~ a ~ - w 0 0 ~ ~ ~ 0 I ~ ~ 0 m ~M ® i' s 0 ® SCALE. 1"®20' ~ ® ~ I ~ ' W 0 20 G7 _ N U L THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE C) ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE CONSENT OF THE ENGINEER. (Z)COPYRIGHT 2006 NOT PUBLISHED Q U O Q C2ml RAM A. GOEL, Ph.D., P.E. #47431 O Q COPIES OF THESE PLANS ARE NOT VALID UNLESS N EMBOSSED WITH THE SIGNING ENGINEER'S SEAL N o ~ , 0 o~ of i in ~i (n -P o~ ~ ~ ~ < o ~ ~ W 8 rri o ~ - - Tie beam w8h ~ N A ~ \ 2-`<5 rebar continuous ~ Qv O ~ . • ~ 9® ~ I.OT ~ ~ ~ N clearance min, swing gate (typ.J ~ v % i G1 N ~ 6" dia. Sleet bollards ~ ~ ~ r-. ~ conc.'filled (typJ TWIN LA tL ,~Ak' ~ / / i'' i / / j' i / , ~ ' ~ i / n ° a ~ ~ ~ I u ~ 1j i-~'S dt 4' center hi - ~ o a ~ 6' MAX, amp pin ~ - F l EY~tI`ST~>~G ,4dif~ I~~"5L/ i' / j i / j" ' f" i / / / ;r>: ' ~ ~ ~ u _av ~ ~ 4f3 a 11' ~ `t I / / / / / / i/ tX~S Ali}C 2 >O'_ / % -L---t-'-L ~ i i / i /;__L_ % % I , / , ~ ' MOx clearance min. Grade Grade ® P°0 ~m, it ~ / i i' / ~ i FX, ~9131W v / i ' ~ L SABAL ~ L!VE , ~ , i ' , G715-._._ ---_-.-.a.._.-.-~~ N.89°59 08 E, 314.74 (C 315,00 P ~ ~ ~ ~ - ® ® o ® ®1 ~ . J OAk J7,)RCL ll _ 'I ~ ` i ~ swing gate (tyP•J B' ~ ~ \ LAUREL l)AK ~ ~ L4L'1c ~ / h ~ - 10'(7AI~ L4L'R ' } ~ 4' 3000 ps.i• concrete slob with _ ~ ' ; I / Min, fiber mesh reinforcin ~W Ds. Ds, s. Ds. s. ~n ~ . UE l ~ ~ UVf ,(:j-, 1C~~~Af< < I I ~ 8"x 16"concrete (Dating 9 ~ I % monoh'thic, min 6° thickness, Id! LI/E ~ I ~ w/ 2- //5 rebor (typ.J ~ fix6'~ 10x10 W,W,f, ~ ~ / N Ds, ~ . DAK ;/D' 'CAF" I (j !~''CIAK 1 ~ 0 ~ ~ d r'y O 55' t t ~ ~1 , - . ~ Ci NN I , ~ ~ t r t , ~ ^iVE .Y ~ 11 PLAN r.~gii:' ` N.TS. ~~~~Jpn hole ELEVALION o ~ ~ NEW OFFICE ~ 19' ~ - ~ N.N. I: SS l°I W ENTRY ~ , ~ D.S. ~ ~ ~ ~ - S,DDO S.~ ~ ; / / ~ ~ D ~ ~ FL. E~3.5 l COVERED ~ n NEW ~..r.- LOADING FLUSH - ~ CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION xE~rEN~oN ~ Docx ~ ENGINEERING ~ NEW R.~1LR~ 1IfS oRAwN sY DATE NEW WAREHOUSE NEw ' I ~ POND U 'O _ 8 1 1/9/02 R9v. Nolee RG. afECNFD BY DUMPSTER ENCLOSURE INOSx Na _ 8 o.N. SINGLE Tol n c, uv N S,oaoS,F w STEM WA REV. OAIE CESaCPTICN APP. aE51INEa BY P,H. I aF 3 x y u FL, ELEV. 25.5 -5. - w m I / 'w ~ r N N ~n D.S, ~ p N / / , I , --0- ~ ~ eVE D w s,~ / ~ L o ~ ~ ~ O ~ 6" dro. Steel bollards ~ L ADIN tl ~ conc. Filled (fyp,J o -Otl 0 ~n ~ y> i ^ ~RETAINlNG WALL ~N ~ RAMP DN 1;12 & RgIL1NC C.l z ~ ~ ta'-6" ~ r~ ~ i ~ 20 ° d?AI COVERED w e 6" conc. Slob ~ 941 o ?o ° IlaAtdt ~C ~ 1~ 52.7 ENTRY _ - ~ - ~ ~ o 0 8 ~ 4B iZ' / 12, p / max clsomnc~min~ ~clsorance min. ® ~ 1 •S DS. 'f.; D.S. 5, J ~ 3' CONC. STR1P rn ~ - D.s. l o i o0 00 ~ o ® fOR GATE ® ® £W 4' CONC. WALK ~ O ' ® ~ ~ ~ '.i .p • Swing gale ~ ~ _ NG..51GN.. 0 N~~ I o ~ : , 24' I'N, ~ (fYP•J ~ ~ min. ~ ~ 98p o o ~ o ~ ! NEW 4' CUR YAIK ' FLUSH FLUSH (,r (,e ~ ~ fit' x ~ 20 ~ ~ N a. ' , / ~ TRAN .PAD pp O N~ v, / : V, O o a o , a: I ' ~ / O ~ ~ ® ~ • PLAN Drap pin hole ~ ~ ~ ~ - n , ~ , can V / ~ i ~ _ (tYP~J j~-' Tie~beam with NT.S, ~ ~ ~ i ' 2- 5 rebar continuous tl' 0 2 12 ~ . ' i r vtv ~ clearance min-~ ~cleorance min. ~ SLIDING A E NEW OUMPSTER ;;N Ir t' y; G T (SEE DETAIL THIS SHEEP) 0 it~~ ~ N NEW 6' NIGH ~CNAINLINK fENCE i-ps at 4' center i~ ~ ~ drop pin (tYP•J , 6~, CURB Swing gate (tYP'J Crude rode ~ ~S ~®111111.. 0~ 1 14° )L1 \ , 1 \ inrn rv~~ I '1 * 6, ~ 6" 3000 ps,i. Concrete stab w;lh fiber mesh reinforcing - monoGfhic, min 6" Drawn ~y. ~.J.lY. • thickness, 6z6'% 10xI0 rv.W.f. ~ ® . 8"x16" concrete foabhg w/ 2- ~5 continuous rebar (typ.J CITY OF CLEARWATER, FLORIDA Checked By: H.97. ® _ j 4 ~ N 90°00'00"E 314,50~(F) 315.00'(P) PUBLIC WORKS ADMINISTRATION ' i,~l~,~. wAi.1 24 \ y' / v ELf~!;IATION ENGINEERING aAAwN BY DATE ,v ~ -Ex. C'uRL3 ~ T / v kl• rs' 1 1/9/02 Aev. NPIe6 R.G GIECKEa BY DUMPSTER ENCLOSURE IN E%aNO. o.u. DOUBLE 20l r„~, !FILET ~ REV. OAIE OESCAIPnON APP. OEBGNEOBY 20F3 Issue ®a~e: ~113010~ P.H. MEET I EX GRADE NOTES.' CONCRETE MASONRY WALL CONSTRUCTION IO~iV~~~@/Ilow7c ~ I n n ~ Ek' C7V~4tJ L) WALLS A.ateriols, construction and quantity control of masonry shall be in accordance ~iSYHAil try t SlCN ~ r ~ - a.) Naw construction: maximum 6'-0' high and constructed of with Uniform Building Code (UBC), Chapter 24. General conditions and N0. Date Descri t10f1 concrete block (8"%6°x16"). Materials used should be consistent construction requirements shall be applied os specified In UBC, Section 2404 (Q, Q I,~ t INC r~ f F~ L t ~IAhEHO(JSf a ~ 1 with those used in the construction o1 and architectural style of during grouted masonry work. the principal building. (Section 3-602 Materials) I, All reinforcing steel shall be deformed bars conforming to ASTM A-615, Q a~ b.) Existing; maximum 6'-0' high replacement moterims bad De Grade fi0, Vertical reinforcement shall be placed in the center of the Q a~ ~ made of the same materials ae long a9 they are made of masonry cell, and shall be held in position at the lap and bottom, - ~ .approved opaque material, 2. If a slab dowel does not line-up with a veriical core, it shall nal be sloped iln I _ 2.) FOOTINGS mare than one horizontal in six veriicals (1;fi). Q o d d B"x16° concrete w/2- 15 coniinuous rebar imbedded, 3, Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or Q 6 3.) CONCRETE SLAB equivatenL) at tfi' o,c. Q Monolithic, min, 6" thickness w/imbedded 6"x6°/ 10x10 welded 4. Hollow Load-bearing Concrete Masonry Units shall be normal weight E a1 wire fabric (W.WF,), 3000 P.S.I. with fiber mesh reinforcing, conforming to ASTM C-90, with ° minimum compressive strength of 1,900 Q PSI, 4,) CONCRETE FILLED CELLS Q N With 1-(15 vertical rebor lied to footer steel at each comer and 5. Mortar shall be type M or S, in accordance with ASTM C-270. Place all every 4' O.C. masonry In running bond with 3/6" mortar Joinle. Provide complete coverage U7 face shell mortar bedding, horizonial and vertical, 5.) GATES Canstrucied of min. I-t/2" diameter galvanized lobular sieel 6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size w/privacy-iype slots inserted in galvanized steel mesh fabric, 01 3/8", 8" 1° 10" slump, and a minimum compressive strength °f 2,500 PSI ak 1 n- 0 hinge-mounted on min. 3" diameter galvanized sleet posi• 26 days. (Cotes and post constructed and installed par applicable building 7, Minimum 3" X 3" clean-Dui hales sow-cut are re cared at the bottom course coda by licensed fence contractor), ( ) q of all cells to verify grout placement, Clean-outs shall be sealed after 0 F ~ 6,) DROP PIN masonry inspection-provided in accordance with ACI 531-4,6, and before Q 1/2" dia, 16" long metal rod gate latch, Provide 3/4" dia, hole grouting. / / o ~ 6° into concrete for rode. In asphalt provide a 3/4" P.V,C. 6. Prior io grouting, iha grout space shall be clean, with no mortar proJectlone sleeve, 6"-long, or equal. greater the mortar droppinga or other foreign moierlal• All calla shall be In ~ / / 7,) SOIL vertical alignment, and shall solidly be filled with coarse grout as specified, F~, Soil bearing capacity to be at least 2,500 P.S.F. 9, During placing, grout shall be cansolidoted with flexible cable vibrator, First grout pour shall ba stopped o minimum of 1 - I/2" below the top of the 3 ~ ~ ~ c.;~ middle band beam masonry. x C;~ i ~ p - Nq!- _ / ~ ~ CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION N ENGINEERING oRAwN er DATE O O Cp ~ / ~ O E.A, s/m I 1/9/02 Rw. Notes R.C. GIECNEa BY INCE% N0. °'N NOTES 701 ' REY. OATF aESGRIPTHx1 APP, OEJIGNEO BY J OF J P.H. O O RECENED N ~ ® ® ~ ® 1 \ - ~I ® ® / ~ _ ® ® ® ® ® ears JUN 14 2006 a®® \ r CO ~ it / PLANNING DEPARTMENT 0 / ~ ~ CITY OF CLEARWATER ~ 3 ~ ~ - 0 !~J I ~ o ~ I ~ ~ 0 ~M 'vi Q~ 9!~ ~ Adel s 0 c~ ' n O u SOLE: 1"a20' 9 ~ to ` U ~ ~ N 28 0 10 2® 40 ~ - U1 L Q_ THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE u ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE CONSENT OF THE ENGINEER. (g)COPYRIGHT 2006 NOT PUBLISHED C3 m.1 l1 LO O O RAM A. GOEL, Ph.D., P.E. #47439 N COPIES OF THESE PLANS ARE NOT VALID UNLESS N EMBOSSED WITH THE SIGNING ENGINEER'S SEAL STRUCTURAL NOTES: c ~ ~ ~m 1,) CONCRETE ®t®$ O o.) FOOTER; MIN. 3000psi ®28DAYS, SLUMP 3"-5" ACI 318-89 ~ ~ ~ ~ ~ b.) GROUT,• FINE MIX MIN 3000ps1, SLUMP 7"-9" ASTM 530-88 ~ v® A~~ 1 1 ~ id 1 1 9 O i I zJ REINFORCING BARS: ASTM A615-60, fy = 60,000psi. ~ W ~ 3.J MASONRY.• ACI 530-88, fm = 1,500psi, ~ @j' ~ nu I 1 ~ tl In 1 V d o 8°x11" CONO LINTEL 4.) MORTAR; ASTM C270, TYPE M or S, ~ ~ 1 1 ~ ~ e u 1 1 m__ ~ 2-/)5 CONT. 5.J DESfGN BASED ON 50/L COMPACTED TO MIN. 2,000 PSF BEARING p~ ~ ~ " CAPACITY UNDER FOOTER W/ MAX, HEIGHT OF WALL ®4'-0': Q 6~ 1 1 1 c0 - ~ ~ ~ ~ 6,) LAP REINFORCING BARS A MIN. DF 78". ~ ~ v 1 1 1 , EOj.I. ' N 'i 7) PROVIDE SOIL COMPACTION TEST EVERY 25' UNDER PROPOSED FOOTER !94 8° MASONRY U-BLOCK k PER ASTM D-1556. ~ ~ i ~ % N /5 I6' O,C, VERTICAL ~ 8.) PROVIDE TEST CYLINDERS PER ASTM C31/C31M-96, rn B 1 IFS. tl / / / / / / / ~ ~ ~ . i' I / : i~ + ; / / ~ / / }`5 8" O.C. HORIZONTAL 8 1 18~' ,p 8., , / % j` i / / / / % i' % % ~ i~ ~ %i / i i % i i', / / ~i, / i / i/ v I FI1L ALL CELLS W/ 3000 psi CONC, `q WATERPROOF BACKSIDE OF WALL ~ ~ V1 i' / ~ • / ~ / STUCCO FACE OF WALL 1 1 g- TW! 1 LA 1RE1 A/ i; j i i i % i' / / / i % i % i i / i / i / / / , / / / / ~ / li, - y i / / ~ J , ~ / ~c co ; ~ / ~ / / EYy~`TIIVG (JARE;k~OI ~~E / , i 1 1 ~ i _ i . / ~ i EW WAL~•~TO DIVE Y / i /I w _ i / / E.Yr~TI,N'G ,1hlAR%aHl)~I~E / % / i ~ / 1~FF ITE.DRA1 AGE ~ ~i b`" 11~GrERC PTO j i; i / / j /i ~ i '0 9 1 I 8u ]AUR 0' 9i ~c / / i / ' ~ / / / / ~ / i ~ i/ i ~ i / .E ~ / / / i' / / ~ / / i i / i S ,ALE ~ i i' i 1 ~ 1 ~ 8 / ~ / l ~ % ~ / EXI`;TI1~1G / / 23.9 ~ 24.? X25,2 ~.7 ! 1 ~ - ~ _ 1 ~ ~ ~ ~ z~,~ ~ ~ i ~ ~o c>oC'? ~ , f / i ~ ~ n{1A5 iVUALkr ~ ' .,~c F ~a. 'rB1W N.89'5908 E. 314,74 C 315.00 P GAS-. 1 1 ~ ® ~ ® _ ® ® ® ® ® as ~ ® ® ® ® mr ` l ( 1 U'l}Ai( ii ?`4~"f)AKL ~I ` ~r ®010 NGW OT1NG ' ~ ~ (~y' I 3" CLR J ® ® ® ® 1AUR 1 / ~ A ~ ~ I Fs. Ft 1. ~'r - - - 5 - - - - << 1 1 I ..1 F 4-, NEW BERM _ ~z,~ - - - - ~Ir-- X250 \ ~ I D'i?AK I //5 12° O.C. CONANUOUS ~ @m ~ a5.a mil- ~ % ' 2'-8° )/5 76° O.C, TRANSVERSE T&B Pd 1 I I sl ~ L4UR_L AK - ~2 d NN / ~ TOP EL, 22,0 - ~ 1 1 ~ c~tl i 22,0 .o. - - - - - - - - c.o. 252 25.0 ~VE'~ ~ 2~LIVE / ~ j ' f LAP BARS 18° MIN, ~ ~ ~ + "0 0 "OAK l / ~ 26. * 1, LLVf~ ~ i i ~ 1 ~ ~ ~ 1 1 ~tl N t t t t t t I t ~w ~ O 1 1 I 1 0 ~ ~ NEW 10" ROOF ORA1N , '~G `t7A{! ;1 i' ~ 1 1 ~ d ~ C,O, TO COLLECT FLOW FROM srEM NEW OFFI DOwNSPOUrs u 1 ~ ~ WALL Illl ~~:~f%i / ® ~ yv 1 1 ~ ~ ~ ENTRY 1 1 Ftl 0 ~ °'s• RAIL ROAD TIyS ~ 1 1 I M,E S, S~ OOO 25.4 TOP EL. 2Z0 1 I c~ 0 0 , NV. 18, COVERED RAIL ROAD 11yS,, ~ / , G / ~9 TDP EL. 2ZD 2, ~ S ASONRY RETAINING ALL ~ 1 1 ~ ~ o ' FL. EL. 23.5 LOADING C.O. I - ~ ` ~ _ NEW WALE TO D~IVERT ~ ~:q~ 0 1 ~ ~Qh; ~W 93.ti .24.5 N~ 1 u 1J.1 1 I,1, ° aN~ RETENTION 2~ ~.:,s 2~.~cx INV. 20.01.s,i X19.5 ~ n, NEW Wf~REHf)USE 25,4} OFF- ITE ORAJNAGE NTS , r I~ ~ ; _ u rl , ~ (1 0 ~®~I POI?6 .4 2t4 1 ~ 9 ~ • TOP EL. 22 0 S, OOO S.F. ~;Z; 1 '1 ~ C w ~qWI D.H.W. EL. 21,55 3 FL. ELEV. 25.5 5, „ ~ 1 a_,1 y~ _ r,j W, 2i BOT. El. 18,0 / 6 I 1 i-'1 ~tl Z~~ 1-1 4 150 L.F 6" U.D. • ~ L,F 6" UD, ~ ~ ~ I ~ PVC F,M. p 0.5q ~n 1 ~ 1 I IJ ~ ~ I 0.5q rv ~ ~ ~ / I 42" HIGH ® c~ ~ Y~ 1 .1 ~ 0 W 3 os, 6„ i6,7 1 tul 1 o ~ ~ ?8.5 ORNAMENTAL RAILING ~q ~ LOAD G 1 1 ~ 1 co 23,0 24.2 9 1 1'19.5 19~ , 19, 19• 2 '21,3 1.,8 I I ~ n ~ 1 OPEN G4lT ~ tl ; ~ Z~l.e 2G,o 1 1 tl ROAD ~ I I ~ N R NEW BLDG ~ ~ ~ z0" MANt O l~ ~ FL EL. 23,5 ~ ~ ~ 1 1 ~ d ~ ® COVERED nn 1 1 1 ENTRY - j I - p 10 ~ 2' 16.0' 7.5' SW ~ n C.O. s, } D. I I " MA ON RY rnm 1 1 I ~ r e C.o,® C.O. CO' C,O. 8°x12' RED, GD, NEW 8 S A EW 8" MASONARY ~ I ~ ~ ' ® ETAIN/NG WA p I ~ ~ ( b ®k°' 1 ~ 3A5 v ® 24.8 CO 6„ ( RETAINING WA m m smme am m a mmm emmmammmm ¦m¦ mmmmmsmma ..m.. c.D. SEE DETAIL 0 1 ~ ¦amemmm ~ ) N r m e - - - - - - - C.O. 11F >EE DETAIL) ~,n/` ~ I , ~ TOP EL 22,0' nn 1 / ~ 23.0 23.3 6 s - - - - T EX. VN,. lNV, 19.75 9~ ~m 26• as•~ ~ _ ~ ~ ~-DES GN BY OTHERS ~ ~ ~ 29.D 4'1 ~ 1 .me~d~~w as mma ~ 0 0~ 4' 0 0 0 0 0 0 0 ~ ~ 1 u 1 i 19.E , ,1 '~o.~ ~ ' I ® , 24.5 ~ 12" ,6 ® 25.1 ~ Y,. u 1 _ 1 ~ ~x GR 3E ~ BOT, EL, 18A EL. 18,0 ® ~ as.o 0 19 0 ~ u~N ~ 9 - 1 1 ~o ~ 1 ~ a s o 25, a ~ 1 B ~ I g i 25. I 24.4 X8.2 ~ ,r,~ 1 1 u, VjC tl ~ ® / / ~ v;~ 1 1 N tl 0 20. ~ ~ N 6 P / h ~ i E 70 LIVE ~ / UNDERDRAIN ESHW. 17.10 E~ #5936 ~ 70 LIVE OAK ,L~ ~ (SEE DETAIL) ~ ~ ~ 1 1 W ~ tl SAN. SEWER - "a~•. 1 1 tl ~ ~ ~ i% MIN emm 6" PVC ®1.879' .5~ ~ 1 1 19,9 19.E .19,-' ;2D.2 ,21.b 2L,1 ®®®®®mam e~+ ~ - 24,2 S ~'O u,~~ 0 1 ~ tl ~ ® ram • s v I- , _ 1... 0 1 m 222 4 - _ =-~fy4--- - --II 291 30 "LAUREL ~ RETENTION ~ 1 u I~ SECTION A-A in in ~ Y ~ ~ 9 20,9 222 233 24.5 1 1 p ` N,T.s. NES Comm.: 0579 ~ ~r 1 9 rA 1 ~ 1 FILL BANK ENTIRELY 2b y ..27.1 3 " YZ~ 1 1 v1 ,f,, 0 4:1 SLOPE & SOD 3~~,Vf OAK 't ~ Drawn By: B.J.V. 0 1 ~ 19. ~ mu ``a_Ra__am-_ _ ® ® ma ® ® ms m~r5'a'~a ® ® am ® an mm mm ms ~ 2~~.5 e ~)7 ,_U.2_ ~ - 24 LAUREL 0 K 1 1 • ' N 90'00'00 E 314,50'(F) 315.D0 (P) o K ~ Checked By: H.G• fi'r' 1 1 EX, MANHOLE ~ 1 20.8 _XISTINC 2'~0' - ~ 1 ~ 1 TBM-20.0 C~ RIM-.I~~ 1 MAC. wal_ 1 ~ \ , I ~ , 1 1 'S'EX. 18" RcP ~ rNLCr ~zn / I 11130105 ~ ~ ~ LANDSCAPING 4 VAR/E5 Issue Date. 1 I _ ~ MATCH EX. GRADE 4TCl~ EX, GRADE ~ ~ II ~ ~ Revisions: 1 1 ~ can 9 1 ~ ~ 7~ E,K.~G~O~ERF.D I i 0v~~n I 1 1J. 20,0.'1'L~! __-°'h I ASFMAGT pp . 20.4 B I i BLD, FFE. 25.a' No. Date Descri tian I ~ ~ 1 1 ~ s(crd I EXISTING OFFICE WARE.r~OCiSE 1 1 I . I ~ GRPpE ~ a 1 <`i 0 ~i 4 ~ A •1 ~ 'C. 1 ` 1 ~ I ~ s„ Q Cn 1 L 1 ~ ~ ~ ` 1 1 I O 1 1 ~ L_..__.--.__. - v 1 II 0 ~ ub 1 1 T CEPTO S ALE o Y .4~ R.O,W SECTION -S o ~ D 1 ~ N.T,S. Q 0 - s q NEW FHA ~ ,.d FLUSH THRU D ~ ~ ~ i ~ N I HYDRANT ' ~ NEW DCVA ~ ~ I ~ / / NEW TAP ~ ~ & VALVE ~ , ~ umm mm m~m® mmmmmmmo®mmm i' ~ 6X4 ' ' r ~ NEW 6' F, m®smmm o ®m®mm T a~ ~ RED, ' ~ ` ~ ~ m NEW 4 F. ~ ` ~ PVC SOR 14 ~ p NEW FDC ~ 0 o F,1'. W M. NEW 1" W.~ ~ / .A,~ ~ N/~ l 1-._-,~ m / ® / ~ NEW M. & BFP / ~ ~ CONNECT NEW / d 9 WATER LINE TO fX. LLJ U) r ~ h'? ~ ORIGINAL RECENED JUN 14 2006 ® ® ® aID %i fX) ~ ~ j ~ PLANNING DEPARTMENT ~ \ CITY OF CLEARWATER ~ 3 ~ - ~ _ z~ - W p 0 I ~ ~ I 1, EXISTING ABOVEGROUND UTILITY FACILITIES 1N THE PUBLIC RIGHT-OF-WAY TO 8E RELOCATED 8E RELOCATED 11, ALL POLYVINYL CHLORIDE PIPES SHALL BE LAID W/AN INSULATED 12 GAUGE A,W G, SOLID ~ AND / OR PIACED UNDERGROUND WHEN THE PROPERTY WHICH THE UTILITIES SERVE /S REDf I S SERVE /S REDEVELOPED. STRAND COPPER WIRE WOUND AROUND THE PIPE FORMING ONE COMPLETE SPIRAL PER ~ ~ 2 fOR DEVELOPMENT THAT ODES NOT INVOLVE A SUBDIVISION, ALL UTILITIES INCLUDING INDIVIDUA ;LUDING INDIVIDUAL JOINT OF PIPE THIS WIRE /S TO BE CONTINUOUS W/SPLICES MADE ONLY BY METHODS ®$+7 APPROVED BY THE ENGINEER. THIS WIRE IS TO BE SECURED TO ALL VALVES, TEES & ELBOWS ~ ~ STORM STR UCTURE TABLE DISTRIBUTION LINES SHALL BE UNDERGROUND UNLESS SUCH UNDERGROUNDING 1S NOT PRACTI STORMPIPE SCHEDULE JG 1S NOT PRACT1CA81E. SEE CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS, PART TECHNICAL ° ~ ~ STRUCTURE# STRUCTURETYPE TOPELEV, INY,ELEU 3. NEW WATERLINES TO BE MINIMUM 30" DEEP MAX. OF 42° DEEP, SPECIFICATIONS, SECTION IV, ARTICLE 41,02(8)(2). ® ~ STRUCTURETO PIPELENGTH PIPE PIPE PIPES LOPE 4, PROPOSED UNDERGROUND WATER MAINS & HYDRANTS TO BE INSTALLED AND BE IN SERVICE ~ STRUCTURE (FT.) SIZE TYPE ~ ) - ~ ~ EX, CURBWLET 10.0 17.1 PRIOR TO CONSTRUCTION PER NFPA 241. D BE IN SERVICE 12. ALL UNDERGROUND FIRE LINES SHALL COMPLY WITH NFPA-24 AND BE INSTALLED BY A s Qj - 2Q 70 15" RCP 0,21 LICENSED C1ASS 5 UNDERGROUND CONTRACTOR, n CONTROLSTRUCTURE 5, FDC SHALL BE /DENTlfIfD BY A SIGN THAT STATES 'NO PARKING FIRE DEPARTMENT CONNECTIO _ ~ (SEEDETAIL) 21.55 17,25 TMENT CONNECTJON." 13, ALL FIRE HYDRANT ASSEMBLIES INSTALLED GREATER THAN 10 ff, FROM ~ ~ Q - ® SS 15" RCP 0,91 6, FOC SHALL HAVE A 7- i/2' CLEARANCE TO FRONT AND SIDES, C7 Q3 Mb'S 18.0 7. FHA SHALL HAVE A 7-1/2' CLEARANCE TO FRONT AND SIDES AND 4' CLEARANCE TO REAR, A WATER MAIN SHALL BE CONSTRUCTED WfTH DUCTILE IRON PIPE AND SHALL QS 210 15 RCP 0.24 ONCE TO REAR, HAVE A GATE VALUE AT THE TEE ON THE BRANCH LINE, AND AT THE FIRE ~ ~ ~ HYDRANT' ASSEMBLY (F.H,A,). Q TYPE"C"DVLET 22.0 18.5 0.29 8. THE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE WATER METER AND B.F.P.D. QS " ® 69 I1/4 DIP OR (BACKFLOW PREVENTION DEVICE) ONLY, APPLICANT IS RESPONSIBLE FOR THE WATER MAIN EN AND B.F,P.D. E WATER MAIN EXTENSIONS 14. THE CITY OF CLEARWATER, AT THE APPLICANT'S EXPENSE, WILL REMOVE/RELOCATE ANY/ALL (F CEMAW) a '~S TYPL "C"WLCT 24.2 19.0 FROM THE TAP TO THE DEVICE. APPLICANT !S RESPONSIBLE FOR ALL ASSOCIATED FEES AND A ATED FEES AND ALL WATER METERS THAT NAVE TO BE RELOCATED AS PART OF TNlS DEVELOPMENT, INCLUDING SCALE: ~~~~2~~ OTHER INSTALLATION COSTS, NEENAHR~499aCX RECLAIM WATER METERS. (NO METERS SHALL BE LOCATED WITHIN ANY IMPERVIOUS AREAS). TRENCHDRAIN 21'3 19,3 9, DUCTILE IRON P/PE MUST BE INSTALLED BETWEEN ANY TAP AND WATER Mf1ER. I DUCTILE IRON PIPE MUST Bf INSTALLED BflWEEN ANY TAP AND BACKFLOW R' 15. ALL WATER/FIRE HYDRANT MAIN EXTENSIONS TO CONFORM TO CITY OF CLEARWATER STANDARDS. ~ ' ~ PREVENTION DEVICE. AT LEAST ONE JOINT OF DUCTILE IRON PIPE SHALL BE ~J ~ ~ INSTALLED ON THE SERVICE SIDE OF ANY BACKFIOW PREVENTON DEVICE n 10. ALL UTILITY POLE RELOCATION'S 70 BE COORDINATED WITH THE OWNERS OF ~ SUCH FACILITIES AS-NOTED ON DRAWINGS, THE POLE RELOCATION'S WILL 20 0 10 20 40 ~ ~ m - ACCOMMODATE THE PROP05E0 SIDEWALK AND OR DRIVE APRONS INSTALLATION ION u, WITHIN THE RIGHT-OF-WAYS OF THE ADJACE T STREETS, GTY REQUIRES A MIN, 2-FT HORIZONTAL CLEARANCE FROM EDGE OF SIDEWALK TO ANY ,•~~r.,~,,,~.,, ~~~„~,.c ~ Rnani~i TuC PR(1PCRTV (1F THE L VERTICAL OBSTRUCTION, n. IMId UKMrvwU IJ MN 1143 MUM C11 VF OLRV VG V ° ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT v . THE CONSENT OF THE ENGINEER, QCOPYRIGHT 2006 NOT PUBLISHED C4m I a; U 0 QL0 RAM A. GOEL, Ph.D., P.E. #47431 0 O COPIES OF THESE PLANS ARE NOT VALID UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL N N 2-1/2"x2-1/2"x1/2" 3'-1 3/4" SAMPLING ANGLE EL 21,55 COCK . 4"x3/8"4 NON TRAFFIC GRATE ANCHOR STUD ti ELEV, 21.55 / / 2" G.V. 8" MASONRY OR 2" o. APPROVED R,C. GREASE SKIMMER N GRATE FRAME W/STUD. STEEL PREFAB (SEE DETAIL) ~ ~ ~ SAMPLING a FRAME W/2 ANCHOR STUDS PER SIDE -EQUAL CENTERS, BOTTOM OF SLOT I , - - - i ARRANGEMENT ~ ~ ~ INSTALL 2" PLUG ~ ~ ~ GALVANIZE AFTER FABRICATION ELEV. 19.25 15" I' I ~ I ' III I (AFTER REMOVAL ~ ~ ANCHOR 33,6° L - - _ _ .l FINISHED OF SAMPLING ~ ~o ~ GRADE ARRANGEMENT ~ STANDARD DETAIL : \ ~ 15" RCP 6„ cur--mliil!~h uu=~u_~~~r THRUST BLOCK ~ ~ ~ ~ ~ ~ INV, ELEV, 17.25 ni,. ~T~I=iln on= ADJUSTABLE i~u Note: CAST IRON REfICULINE " 6" 6" 3'x3'x4°THICK VALVE BOX LOCATIONS OF & COVER BLOW-OFFS FOR ~ ~ ~ GRATE, TRAFFIC TYPE 2D (HS-20 LOADING) W/2 SIDED CONC SLAB 6„ WATER SAMPLING '1/ p ~ ~ EL. 18.0 2" ANCHOR GRATE SEAT 2 PVC TO ~ ~ TO BE PER RETENTION BASIN TOP OF ~d ® P~1® WATER MAIN v,; d PINELLAS GDUNTY w ~ 8° CONC, WALL - - - ` ~ SEE FDOT INDEX 2D1 / GREASE BAFFLE TO BE 2" G,V. • ~ b• HEALTH DEPT, BANK ~ " ~ FOR EYE BOLT AND 4000 PSI ~ c'' CHAIN 28 DAYS 1/4" THICK ALUMINUM ~f.:.~ ; . : ` . • w/STAINLESS STEEL ANCHORS ENGINEERING DIV. 18" OPENING Spp ,lr~_-~,.,..,a ~ d' 1 FDOT G 2'-0 x 3'-1 ,:';/,:I•:>.. 6 UNDERDRAIN 1n/ CLWTR, OFFICE pF % ~ ~U -'T.~.•,;,. INV, ELEV. 17,25 BL®v~-OFF & 538-7277 LIMIT OF 50D _ 4"fHICK L~~\~ ~`,1i~Jr TRENCH WALL ~ ~ ` NOTE; ~ ~ SLOT ~ GREASE 1. CUT PIPE FLUSH SAMPLING POINT 57 ROCK „ ,~i1' FILL ~ ~ NO SOD) - SOCK ~ ~ ~ w/INSDE FACE OF WALL, NTR L STRUCTURE BAFFLE DETAIL CO 0 N,T,S, 6" 2'...... 2. MORTAR BOTTOM TO MATCH INUERT OF N.T.S, N.T.S. O(np~ °p FILTER' MEDIUM 6 6"PVC UNDERDRAIN ~ r (SEE SPECS INLET DETAIL OUTFACE PIPE. SWT..C.1.2 6',:. INV, EL. 17,25 FILTER (SEE SPECS) NJ,S, W/PERMEABILITY COEF, IMPERVIOUS MEMBRANE (30 MIL) ~ ~ EXIST, SURFACE OF D.20 CM/SEC AT ALL SIDES EXCEPT AT OPENING, (DO NOT PIACE MEMBRANE ALL SEAMS MJST BE WELDED RETENTION BASIN Ai THIS OPENING) WATER TIGHT PER MANUFACTURER'S SAW-CUT EXIST, TOP RECOMMENDATION, ~ P/L EDGE OF PAVEMENT SEE PLAN & BASE 5~'pe~`~"~`~ NEOTH~ER 57 ROCK NOR FILTER MEDIA SHALL BE COMPRISED PROJECTED SIDESLOPE ..~~~r` # 'I PLACE SOD 1 2° BELOW PAVEMENT AND BOTTOM OF ,,,~~f" OF LIMESTONE, LIMEROCK OR OTHER CALCIUM CARGONATE A ~ ' FIN, GRADE PRIOR NEW SURFACE POST OPTIONS: 2"x4' OR 2.5"DIAM. RETENTION BASIN AGGREGATE, (SEE SPECIFICATIONS SHEET C1,Z) ~ ~ ~ ~ TRENCH WF L i , TO SODDING - WOOD; 1.33LBS,/FT. N~F~ AA5 ALT POSITIVE DRAINAGE (4.1 MAX) 12 ~---6' MAX,--?~ MIN. STEEL BOT. ~ ; (PROVIDE SNO N(: IF REO'C AN~ B~ MEET EX. EXIST. BASE NEW BASE FILTER FABRIC IN < DETAIL C3, Z ~ SEE UNDERDRAIN > N.T.S. xX' ^ CONFORMANCE WITH W,r,~,~., °IIII=IIII=_II =HIhIIII ~.x. ,~t.>r,,~r7~~j. ;~•`x:a,~ D.O,T } DETAIL FOR ~ EXCAVATE. ~ ~ ' DIMENSIONS ~ TRENCH ~ NEW SUBBASE 15 ~ ~ 1. , , SEC 985 F, ~ to /r(~~` " p SPECS, OR EQUAL ~~r, i COMPACTED GROUND ' Q n ,~r, n.k;~~r! .f,i ~ MIN. '~xx;~~~'v.,~.;l;:, ~,.:x EXIST, BOTTOM OF TRENCH PAVEMENT TRANSITION DETAIL GROUND P/L 11118,1111 N I SIN II ~ I' h P ~lli IIIIJIII ~ SEE PLAN N,T.S. 12 ~ x'~ ~ ^ A 1 FINE GRADE RETENTION BASIN PRIOR TO TRENCH EXC V„fION. oo~~ PLACE SOD 1 2" AVEMENT J BELOW P COMPACT BANKS, BERMS TO 95% OF MAX DENSITY, !(a ® ~ ' FIN. GRADE PRIOR PEACE SOD 1/2° 20 PRINCIPAL POST 2 EXCAVATE TRENCH f 7R PLACEMENT OF THE UNDE:;C ;AIN ~ ~ ~ AS REQUIRED, NEW ASPHALT ' TO SODDING BELOW PAVEMENT OPTIONAL J POSITION, CANTED AND BASE POSITIVE DRAINAGE (4:1 MAX) NOTE: SILT FENCE SHALL NOT POST ¢ 20' TOWARDS FLOW 3 VERIFY WATER TABLE; WELLPOINT OR PUMP GROUNL WATER ~ ~ ~ MEET EX. NEW ASPHALT FIN, GRADE PRIOR ADJACENT TO TREESH DESIGNATED POSITION r,, ANO BASE TO SODDING TO REMAIN. w ~ FILTER FABRIC IF NEEDED TO ENSURE DRY TRENCH PRIOR TO PLAT `MENT ~ I - THE SILT FENCE MUST ~ SILT OF UNDERDRAIN, (A COPY OF SOIL REPORT MAY BE PROVIDE' IF ~ REQUESTED A5 SUPPLEMENTAL INFORMATION ONLY} RETENTION BASIN TDP DF ~ 'il ~ COMPACTED GROUND POSITIVE DRAINAGE BE SECURED THROUGH THE _ FLOW EXIST, 4 CONTACT N,E,S, FOR INSPECTION, BANK ~ ~ UNDERDRAIN CLEAN-OUT . w~~..,r•~ ~ PLACEMENT OF FILL OVER GROUND unnviim~Yioa~,arn uon~u IIII-IIII= 1111.1111-1111=1111 I THE LOWER LIP OF GROUND TRANSITION II~I~I1F111~I~~~=~I~~I~I~~~hw, THE BARRICADE. DETAIL ~2~ W/16"xl8"x4" caNC~ coLLAR D~~1.Ir~'" #5~3~ ~ ~ ~ . FLUSH AT SIDE SLOPE,-~ Jlj' COMPACTED AT THE PROPERTY LINE GOMPACTED GROUND I I N.T.S, N,T,S, BOTTOM ,':ICI APPROVED FILL OF BASIN #57 ROCK C~^~II ` 6" SOLID PVC u PLACEMENT OF BARRIE DETAIL ~ w/90' LONG ~ SWEEP ELBOW SILT R SOD AT PAVEMENT N,T,S. , I- N,T.S. PLACE CONC. FILTER CONNECT MEMBRANE _ SLAB/WALK FABRIC TO 6"PVC WATER TIGHT FILTER 4" BELOW FU OR ,:;.MEDIUM; (SEE U,SJ,) ELEV, E'tCEPT 1T 6"PVC NES C1~mr~'1.: 0579 2" TYPE S-1 NEW BLDG, ASPHALT ~ 1/4" ASPHALT ~ 1/4" ROOF DRAIN NEW BLDG. NEW BLDG. DOORS REMP .J FLUSH, UNDERDRAIN ,;,:.:5: PER FT, MIN, PER FT. MIN, ~ - EXPANS ~N . )I. r ~ MEMBRAONE Drawn By: B,J.U. „ ^ ^'=ii [ ~k ~ t'' EXCEPT AS NOTED - a' - EXCEPT AS NOTED r ~ • I I FIN, GROUND a:~ FILL GROUND AROUND Y.Si o o p ~:I BLDG, TO 3" BELOW _ _ _ _ _ _ - 1= I I FIN, FLOOR ELEVATION w D ~ - sLOPEDA 1, UNDERDRAIN CLEAN-OUT Checked By: H.G. iION PER F OI N,T.S. ~IHI_~NIiIUI ~flll =11f1•=IIII-IIII ~ ~ ~ • _ ; _1111-1111. _IIII•= II = 8' LIMEROCK BASE 5' UTILITY (i.e. SANITARY ° ~ & SOD FIN, FL. - 10:1 MAX, SLG IIII:.IIII=-~ IIII-•- F,D.OJ, CERTIFIED LIMEROCK BASE FIN, FL, j SEWER, WATER SERVICE, FIN, FL. -MAX. SLOPE 4:1 j COMPACTED TO F,D,O.T. CERTIFIED ~ ~ FIRE LINE OR STORM MIN. SLOPE 2% " SOD 98% MAX. DENSITY COMPACTED TO m~iul=1 ails= ~ I I • DRAIN) BY SITE CONTRACTOR = _ _ AASHTO T-180 98% MAX, DENSITY II TO 5' FRDM BLDG. 10-IIII- d l_. ' •~-~~~~•~~~~-~~~~~~1~~~1~~~=~~~~' l n ' • Issue Dafiu: 11/30/05 NOTES: e ` _ AASHTO T-180 : `•t l SUBBASE i. PROVIC 5'x5'x4 ReUISIOnS. STABILIZED SUBBASE • THICK ';Oh SLAB Q ALL EMi 2l'ENCY .XITS. ND, Dpte Description T a~~\\~ a 40 L,B.R. COMPACTED 0 i COMPACTEQ TO 98% MAX, DENSITY T I WTHIN OF BLDG, 2. CO ORh; '0 AF ,VE 98% MAX. DENSITY AASHTO T-180 U ILTY I 5 AASHTO T-180 BY PLUMBING CONTRACTOR, DETAIL FOR F ACIN WALKS 4T TH BLI ;S, 0 I I ~ FINAL CONNECTION BY PLUMBING CONTRACTOR UNLESS OTHERWISE j COORDINATED BY THE G.C. OI'~OUND PREPARATION ' ~ ON SITE IN R.O.W. ~ DRIVEWAY SECTION ~ AT ALL BUILDINGS PLACE~~~9ENT OF CONC~~E~`~ ~ 0 ' I N T 5, PARKING ~ DRIVEWAY( SECTION ' ' UTILITY CONNECTION N.T.S, SLAB Ai ,L I ~UILDIN~aS ~ ~ tf) N.T.S, AT ALL BUILDINGS l.T.S, - N,T.S, u> ' vT i NEW SURFACE ~ U,S FOUNDRY 7623 Q i SEE NOTES 1 & 2 XIST URFACE ( ) E , S MEDIUM BROOM L~. COVER TO BE MARKED GRADE ~ , • ~ ~ FINISH GRADE FINISH CONC, WALK °SEWER CLEF OUT" ~ ~ ~ ~ K ~ WATER MAIN 2 C~. 0 E 1-1 TI 5 E I ,BASE ( MIN, _ _ - I- I I ~ SEE NOTE 3 FLUSH TO TOP FINISH GRADE TO a III--li STORM DRAT ~ i 1d,..I II-' L OF CURB 1" BELOW d o 2' 1 ~ EDGE OF WALK ~ IRON BODY F tRULE = WITH BRASS BREW PLUG 18" MIN, VE (I(,AL CLEARANCE ' ~L 1 2 '~.'"•enclNCFlu' 1" RADIUS 2 LEVEL 2' LEVEL • a. .(SEE NOTE 4)•, SHOULD R VARIES (SEE PLAN) SHOULD R a I , ° JONES PLUM CO. T466CSK _ SAI 1 EWER MEDIUM BROOM 0 . ' e n "~!;+r•` EXIST. SURFACE - SOD SLOPE 1 4" PER F00T S 0 • OR EQUAL - - - "PVC - - - FINISH CONC, / , , ~ - 4 - - - • III=1111 _ _ _111=III BADE I x 6" PAVING IIII=IIII= IIII=1111 ' VARIES ( r, ~ CLEANOUT t MIN, CONC, ~ ~ m ~ - ° x ~ COMPACTED FILL OR EiJCASEMENT ~ ~ ,o WATER MAIN OR D.LP, i5 QED IN PLA OF P.V.C. STORM DRAIN FOR A MI OF 10' EA H WAY i' 16" BASE UNDISTURBED SOIL j REPAIR DF PAVEMENT NOTES; - ,~,n ~ ; I ~1~~. 6" 'VC 1/12 BEND + -FROM L ~ WATER MAI WHEN cRaDE ~ 1, ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY - SAWED AND ALL SURFACES TACK COATED, - - - - I- - THE VERTI~ aL CLEARAM =BETWEEN ~ ~ 2, SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND -='-i~ COMPACTED • 18" oR MORE vERrICAL ,WATER & 51EWF2 MAINS IS 18" OR LESS, WATER MAIN 6,. V ,E ~ I Q . vt THICKNESS; WITH MIN, OF 1-1/2 ASPHALT F.D,O.T. IYPE S-3. - SUBBASE TYPICAL 3. BASE MATERIAL SHALL BE PLACED IN 6 COMPACTED LAYERS NOTE: PVC WYE j TO 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO - NOTES; WHEN SIDEWALK IS ' T-180, LAB REPORTS ARE REQUIRED. ° I ~ PROVIDE 1/4" a ; ' • ~ + 10' MIN. PLU ~ HORIZONTAL 4. BACKFILL FOR TRENCH SHALL BE PLACED IN 12 COMPACTED - 1. WHEN REMOVING EXISTING CURB TO BE REMOVED &/OR CONTROL JOINTS ~ LAYERS TO 10D% OF MAXIMUM DENSITY AS DETERMINED BY --1 I i THE CURB SHALL BE SAW-CUT NEW SIDEWALK I5 TO ~ 4'O,C. 5' O.C., ~ v.c. DR v.c.P. NOTE: CLEARANCE ~ AA5HT0 T-99, LAB REPORTS ARE REQUIRED, BE ADDED, IT IS TO c , AT NEAREST CONTRACTION 8E REMOVED TD THE 8' O,C., OR 12' D,C. c SAN, EWER GRAVITY MAIN CONCF TE ENCA ?MENT OF STORM SEWER + • SANITP 'Y SEWER GRAVITY OR SAN. SEWER _1 6 JOINT AND FULL SECTION OF NEAREST EXPANSION & 1/2" BITUMINOUS MAIN I ,NOT PEI MITTED. GRAVITY MAIN 6"x4" REDUCER CURB REPLACED. dalNr. EXPANSION JOINTS SANITARY SE~'VER - {IF REQUIRED) VERTICAL CLE,'RAI C - HORIZONTAL CLEARANCE i N REPAIR OF PAVEMENT CUTS z, INSTALL EXPANSION JOINTS AT ~ 4D' o,c, FoR 4' CLEAN-OUT DETAIL 50' INTERVALS, CONTRACTION SIDEWALKS, 50 O,C, N.T,S. FOR 5 OR GREATER, N.T.S. JOINTS AT 10' INTERVALS, 'NATER M SIN & SANITARY ~ CONCRETE WALK DETAIL 0 3, CONCRETE SHALL BE 3000 PSI, ;jEWER CLEARANCES N N,T,S. ~.T.S, ~ a, VERTICAL CONCRETE CURB ~ t N,T,S, PMIORI BY p!A&,m -0 PHlff GN.Y J Q >3280 R~ ~l ~ ~ ~ ~ Fa eta 12" [~_I PAigA OY FTP - 28 1-1 / 2"R d1A8m ~ 6~ PEAIf s OILY ,~a o H C - 6' 5' 6' SIGN - --1- - - - BLUE _ _ F$ 91&18 ~ ~r I _ 1/2" WIDE ~ WHEEL BACKGROUND s STOP EACH PARKING WHITE BORDER SPACE SHALL BE AND SYMBOL ° -GALVANIC :D MEI,'" ~W ' CONC. WALK CONSPICUOUSLY - - 31GN DPEC~ICATION9 .D " SIGN PO T WITH STRIPED IN BLUE - - °D I ~ AND WHITE PAINT, PARKING BY 1. 18 x12 LOGO S GN ~ " o TOLES G ILLED ORIGINAL ~ ~ N 1" C •VTERS ? k'' k' w w z AND SHALL BE POSTED RECENED ~ )N ° ' ~ ~ a - AN MAINTAINED WITH A -T- DISABLED 2, 2 SIGN COMBINATION ~ ~ WHITE 1" SERIES °C" REFLECTIVE SHEETING I ~ ~ ~ ~ ' PERMANENT, ABOVE- - - - BACKGROUND PERMIT LETTERS NG FIt`iISHED 14 Z~~6 ® ~ GRADE SIGN BEARING 3, LETTERS TO BE GF )UND ~ 69J g ea® ~ ~I 6q+ ~ THE INTERNATIONAL - ONLY 1 /2 BLACK - I i SYMBOL OF ACCESSIBILLITY ~ ~ i- t- BORDER 1" HIGH SERIES "C" : . ,u:,~~~ ~ ~ ~ F;, PLANNING DEPARTMENT ~ t, AND THE CAPTION _ _ _ - 1.5" 4, SIGN TO BE MADE OF i, of 1 "DR, ~ ` CITY OF CIFARWATER ' "PARKING BY DISABLED ` -.I.. ALUMINUM ~ SEF 12;, 5 ~ 2 „ - wHITE $255 FWE 1 PERMIT ONLY . -I_ ~ A m 1„ 5. POST TO BE MADE OF [a 8 ~ u 000 PSI CONC. G o SITE PLAN , SUCH SIGNS SHALL NOT ~ B CKGROUND F"g" 318.18 1„ GALVANIZED STEEL OF d QI , , ° I~., ° • r ' . ~ - BE OBSCURED BY A , ~ ' ..,n riinii or,iAiu TUC 01MPFR7Y nF TH ILL ULIAIL) p a [HIS UKAWINU IS AN If aINUMtNI Ur ~rKVUC n4U or LL LL SYMBOL U-4 VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED SYMBOL SHALL BE 5 FT. 3" 6" 36. SIGNAGE PER A.D.A, PARKING SPACES MUST HIGH & WHITE PAINT COLOR REQUIREMENTS NOT AY WITHOUT i r _ ENGINEER, AND SHALL 40T BE REPRODUCED, PUBLISHED OR RIGHT 2006 IN ANY THE CONSENT OF THE ENGINEER. a BE SIGNED & MARKED FTP - 55 12 U IN ACCORDANCE WITH o THE STANDARDS HANDICAPPED PAVEMENT SYMBOL HANDICAP PARKING SIGN DETAIL Q 2 ADOPTED BY THE SlaN POS DETAIL _ C5m I DEPARTMENT OF N.T.S. N.T.S. L TRANSPORTATION N.. S. RAM A. GOEL, Ph.D., P.E. 947431 AND A.D.A. O COPIES OF THESE PLANS ARE NOT VALID UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL N HANDICAP PARKING STRIPING DETAIL N N.T.S. CROWN SPREAD ~ a ~ NOTE; ALL TREE STAKES AND SUPPORT WIRES HABITAT F~ANAGE~IENT AND IRRIGATION NOTES ICONTINUEDI O O ~ WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON, LANDSCAPING PERMITS THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- ~ ~ p 00 po GATION SYSTEM TO COVER 100% DF ALL ON SITE PLANTING AREA, ~ ~ °O0o For Cabbage Palm Installation: For Cabbage Palms; NOTE: ALL TREE STAKES AND SUPPORT WIRES THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING: 1, A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED ~ ~ ~ ~ Trim All Fronds at Time All Trunks to be Smooth and WILL BE REMOVED AFTER 1 WIRES FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT 1• UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER, ~ ~,p~ BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. ® N Z pop of Digging and Planting All Burn Marks Brushed Away COMPLETE p0o For Washington Palrn Installation: For Woshington Palms: GROWING SEASON, 3. SPRINKLER HEA05 COMPATIBLE WITH THE TYPE OF PLANTING. ~ ~ ~ o ap 3 Minimum Mulch Leave inside row of fronds Leave all boots on trunk apo Tie up with biodegrodoble twine = Remove Deod and Injured a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL 4, ELECTRIC VALVES. ~ v APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN 5. GAUGE 14 OF COPPER WIRE, og 2 Layers Burlop Pod at w Twigs, Trim No Leaders, ORDER TO PROCESS THE PERMIT. 6, FIBERGLASS OR PLASTIC ZONE VALVE BOXES, ~n t Support Contact - No = Retain Notural Shape, 3 Soil Saucer _rn Nails in tree Wood ~ ~ l!; ~L-':L!.~I ! _ ~ 3/4 - 2 Ply Reinforced b, ALL EXOTIC SPECIES, I,E„ BRAZILIAN PEPPER (SCHINUS TEREBIN- WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES ~ THIFOLIUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. ~ ~ ~ , III I I I I I ~,I_.I,~.- Wire Tie w Rubber or Plastic Hose ! i. ! r,i~l i! r- ~ ~ > TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED A5 A CONDITION OF 51TE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO !--ii. -1~i.:.ill Remove Container = o , I , ' ~ I _ _ ; ; I -a!'` ~ White Surve ors Ta in I~. 6 ' ~~L.-;_i(- From Rootball h 2' x 4' Brace Yellow Pine " y 99 g PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED, MATERIALS SUPPLIED SHALL BE EQUAL TO TH05E MANUFACTURED BY ® ~ _ ' I. ~ ;;-::.Ili.. ( ) Tape, 6 Length I ~ Ming 6~r - - Plantin Soil Mixture o Space Three at t2o° rypiaal SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FDR RAIN BIRD CO. OR APPROVED EQUAL. ~ ~ EROSION IS CREATED, THE AREA MUST BE RESTABILIZED WITH SUITABLE ~ ~ lad Mln, i „ 9 v Remove after one rowin _ MATERIAL. ..JJ ;i_ I r I I__- ill,.,-I _I ~ g g season. 3 12 Guage Galvanized Wires I , I ;I,I, . I I (L.:; (i l l : I I-1;, I I ~ ~ ~ 2 x 4 Stake (Yellow Pine) Spaced 120 Around Tree and THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH ~ c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE ~ ~ ~ ! I Ili.;-l I I I I l ~--;ill ~I i Existing S011 Three Feet Long Set At A 45 Angle With 3- # 68 Duckbill Anchors Or Equal Remove after one growing seoson, Remove after one growing season, BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES OWNER FOR APPROVAL PRIOR TO INSTALLATION. ~ ~ ~ Saucer Rim HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED, ~ v 4' Min, ~ • ' ' - ^ ' ;il Mound To Form Saucer TREE PROTECTION AND PRESERVATIONo THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ~ z - - Finish Grade ' L::_.~ ~ 1" 3" Minimum Mulch La er ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/ TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: ENGINEER, 1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE ~ ~ HR I ~ i , I I ~ - I i I. , , 3 Min!mum Mulch I! D f LA _ Remove Burla NTI Fra N i i i m DET AIL i I - I :1 I Rootball, 16" Minimum ~ Iz Around To Of Boll P REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED ® ~ PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH A'~ N,T,S, I I.;.: Radius From Trunk I': g m PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE 1u1~111 ~ ' ~ '.I_`j ~ Planting Soil Mixture I !i ~ ~ -_i Washed-In and Tamped Min _ ON THE CONSTRUCTION DRAWINGS. WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA ~ REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING I I ~ I I_ i ; . Planting Soil Mixture „ ~ I 'i 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POS516LE. AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. i r-=~ (I ~ ~ ~ _a;-i-- Existing Soil Provide a minimum 5'x10' - L.._I ~ ' ~ IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i,e, BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC,) BE ® ~ L I , i ; _ : ~ I - ' ~ unobstructed planting area Ira ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE ANY BUILDING TD BE DEMOLISHED 15 SUBJECT TD NOTIFICATION ~ ~ B I ~ d u 1 1 ~ 8 SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF ~ ~ ~ Ufn 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. BUILDINGS, a I i,~ P L N N D ET AIL I I 8 P _ L N ~ D T I LANDSCAPING ~ ~ ~ w,., 1 1 8 N.T.S. c:~ ~ 1 I u cn N.T.S, -r~ 1, EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN XERISCAPING ~ ~ ~ ~ - c I I u U (,a A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER ~ ~ I 1 ~ g ~ r~i WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED 1, ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS ~ ~ ~ IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE WITHIN PROPOSED LANDSCAPE PLANTER BEDS, ® ~ to I I ~ ~ r..~ i ~ MONOTONY OF UNBROKEN EXPANSES OF PAVING, TREES MUST NOT 1 I u ,i 1 1 ~ ~ rrJ / ~ L1~T 2 BE PLANTED WITHIN MAINTENANCE EASEMENTS. ~ ~ ~ @I r'u, 1 I 18. ~ r i i i' / / f, / r r / i / / i / ~ i i' / f i' % ~ j ~ i l j \ 2, DROUGHT AND COLD TOLERANT PLANT MATERIAL, ~ 2. THE USE OF XERISCAPE DE51GN MUST BE UTILIZED FOR THE ~ REQUIRED LANDSCAPE DESIGN, THE DESIGN DEMONSTRATES THE USE 18:2 r / i / r / / i i / / / % / / i ; ' ; ` i O OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, .DROUGHT 3, GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER ~ ~ AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION 1 1 ? ~ 0 1 T6UfN "IA F_L/'JvAK / / / , / / % . ' / / / 1 i/ i / f i` ~ ~ / j / i' / i / ~ / ~ i ~ j / / / i BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE WATERING SYSTEMS, ® ~ ' ~G~ 8 w / / / ~ / ,c. / ~ / / i' / / / i / / ~ i' ; / / /EXISTIP,~ 'v"I~RE,'riOll%aE i i / i' - _ ^ 1 I . ~ i' / E 'YSTI,NG Aft O t~C . / ~ / j / % / f/ / ; / i ~ i i / F • PRACTICAL USE OF TURF. ~ `8° '~UR f 0.K / / / / i` / / / % / % ~ / / % ~ / i it / 1 1 X41 ~ ~ ~ / ! r / / / / i' / / % / / ~ ' / / / / / % j ~ i / / \ ~ 4, THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- ® ~ ~ ' ?6 1 ~ 3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. ~ ~ ~VC~ 1; I MJ ! I, / / / / / ~ufAS.,'WA.LII /i .23.0 24.7 -1.5.2 ~5 2 ~ .25.8 , 1 MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER, E~ #5936 ® 'I WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER ANO LANDSCAPE O ~9 L%1', ~(il'~l <; 1 ~ 1 p •!_.~_.__1_ ~ ~ ~ / ~ % i 21.3 ~ a1"`v1HAL 2...7 ~ r _ , - - ~ th p -1b~ ~ _ -.i-.._t~;'3! --L'---= --f - - r,~ a ' ~n'r LA(lydLL - ) f~l.dJ'SJ 0r,"E, 14 i4'~C 31 ~ ,r• ~ ~ l:/17.... Ik I, 18, 18~ . - , ~ - t- n ~ ------.F~G-i ry _ 1) r) ~ 1CU4fi h) ~ „I ) - ~ ~AnL •r~'-: ~ MATERIAL SHOULD REMAIN AS GREENSPACE, 5, ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT ~ ~ V ~ I AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- GAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH y " I 1 I ~ 9 \ ~ ~ 2'. I ) LAUliE1 0 1 ~ 1 2,8 0 1 1 1 . 1f~°PAI':' I 1 ~ 1a u ai 2 Bc ' ~ , yo Bc yo Bc 0 0 s . , LAUIir~` ` 4. LARGE TREE SPECIES PROPOSED FDR INSTALLATION MUST BE A OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL ?°Orap; , I I i MINIMUM OF 20 FEET AWAY FROM BUILDINGS, 51GNS, FENCES, LIGHT CONDITIONS WARRANT THESE AMENDMENTS , 23.2 50 BC h0 BC O® 25,2 5.0 , IV-- ®o~.,..,.. ~ .o ~ ~ ~ ~ - ,E POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY ) ~.,m 4 0 ~ , 8 r~ -~''=r_~"'..-""fir- a s a i r i, ?b °OA, z le in 1 1 I 111 ~ 1 3 2 f t 2~ ! "!rll~ / _ ~ ~ _ _ , ~ ,I I IMPAIR NATURAL GROWTH. ~F l 6, THE PRESERVATION AND INCORPORATION OF EXISTING PLANT 1 1 ~ 0 C.O, - ~ ~ . , , -r 118 i g 1 - •r PD2 i ~ ; ~ % 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN, / ! WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE- NES COnllll ~ 0579 c, 1 1 - r ~ `J~ . ~ ,'1 / / MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT EVENT OF SYSTEM FAILURE, THESE FEATURES SUCH AS THE WATER 4V r- ~ ~~--r ~~yy q J 1 i Y 1 r8 ~ ' o.s. 1.,~1.fi Y ~Q` , 1 I i - a ~ t t • LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA. IRRIGATION. Drawn Ey: B,J,v, ~ I 1 25 ~ O f(yy/' /]--1 jy' ~ 2 ~ _ 25.4 - ' ~ ` T~ j~ S, LOW-MAINTENANCE DESIGN, CM@C~Bd By: H.G. C'~"1 I 1 ~IJ Y ~.LJY .i..'JLl. I...,./.~ ~ 14~i ~tf.C~~ W , 1~ M1 NCW - ~J , ~ ~=E. ~ ! aAL~!,vc I 1 9. 1 19, u RL"fENTII~N ~s.o _ 6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL 1 1 - _ ; 'Y 25,5 ?6l@,=k' 20./ ~ i ~IEW ~~A1~.I:~f~~1~~' 25.4f ~ STRUCTURE, AND SEASONAL HIGH WATER TABLE. 1 ~ 1 ~ ~ ~ ~ .1 ~f~(~ _ ~'i.4 21.4 - _ 7, ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER, TREE ~C SMRUB PLANTING DETAILS ~ issue Date: 11130105 ~ 8, ALL REQUIRED TREES MUST BE A MINIMUM OF 10' HIGH, 2-1/2" 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION 'L I ~ 1 IH ~9 u 0 ~ ~ \ CALIPER AT TIME OF PLANTING, SHALL BE BALLED OR BURIAPPED, BARE ROOT TREES ARE NOT AC- ~ I .1 1 6 ~ - 100 V I~ - ~ us. L ~ Tl O ~ I W 1 0 harp, _ 26.7 ~1, 9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING, CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED Revisions. ' ~ I x'8.5 t I- ~'eti t - ~ LOAU,~ C ~ PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF AND BURLAP WILL BE FOLDED GOWN TO ENHANCE WATER ABSORPTION. N0. Date Descri tiDn • `'S"' 3' IN HEIGHT. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND Q 19 _ 1 8 119,., 19.. 9. 21.3 ?~•5 X4.2 1 I BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE ~ REMOVED AT THE TIME OF INSTALLATION, Q ~ i ~ - 1_ LI a~ I 1 u 0 1 34 1 10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE v, I 1 y ~..._i, LI WV 24,z ~ 26.0 ~ cat,ERf~o 0 MA,~,Go MJ ~ _ - _ - 258 " MA.~Vc`;0 ,I PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM Q OF 5 WIDE, 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE Q N ~ 1, I 1 8 ~ ENTRY :.:~i 0 I C.G 5~ 7 B4 ~ ~ MJ I GROWING SEASON, ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED G W .I~;'3G9 V9® d~~W Ul L4~ ~Bil ~ 18 pp ~'.4i;.0. Q , g IRRIGATION NOTES WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS ' TO PREVENT CAMBIAL DAMAGE. ~ ®~m~~m~ - 6' C.J. 9 'f ' 1, SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED I m ~ ~ q W ~ . ~ ~ ~ ~ ® ~2,' X3,5 i 24,E - - WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER, THE DIST- 3, PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE D ...J 19./ 19."L -1 ~ .r\. I o o c-_, r o ~ - L4.C7 'J~ ~r~ r( ~d.Q 24.5 i ~ eye, 1 1 d ~ 8 1 1 - 0 l i~ RIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TD (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN COUNTY OR MUNICIPAL WATER 50URCES, UNLE55 IT CAN BE DEMON- THE DIAMETER OF THE ROOT BALL, TREES SHALL BE INSTALLED SUCH ~ ~G, 1 1 a 8 N8 1 MJ J ~ ~6.,J _ _ I vi[ ~ 0 1 I ~ 25.E STRAYED THAT THESE SOURCES ARE NOT AVAILABLE. THAT THE TOP OF THE ROOT MASS 15 LEVEL WITH THE SURFACE OF THE PLANTING HOLE, TREES SHOULD BE INSTALLED 3 - 5 INCHES i'0 9 1 r LEI I 1 1 25.7 :25::5 ~'I 0 1 1 ~ J !5. 4 5 ABOVE GRADE ON 51TE5 CONTAINING CLAY, A 2 - 3 INCH LAYER OF iJ ~o 61 IH - hi ~ J ~ ~ 24.E o _ u,~ 1 I p - 1 ~ ~ 1 IH ~ ~ ~ < 2®.~ 80 t J ~a I I ~ n ~q BU , MJ NS 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE X ~ ~1 yr ,i~.~ J ' PLICATION AND LOW EVAPORATION, SYSTEMS THAT OVERSPRAY AREAS SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH Q o °b, 6 I 1 Y i 8 M ,x i ~y ~ ~ ~ ~ ~ ~ ~ ~ ~ .;,1v, i i , ~ c,~, 1 1 19.9 19. . ,19.':' 20,2 21,ii 2211 vy~- r" k ~ I eam ~ r~ 44$ ?-I I LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH ~ THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT TREE, Q / / ~ -~J BE ACCEPTABLE, HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY U> ~ n ~ ~ i ~ a~a m~ mama ma~a ~i o, 1 1 IY 0 ~ P' PDY 24.2 r I x ~ 1 1 ,o I ~ 1 ' , :.5.2 1 + 1 1 1 00 40 ~ LOW NEED AREAS, 4, IF ON SITE 501E CONDITIONS ARE SUCH THAT SOIL AMENDMENTS i co J 2~.2 MG qV i ~ 29, qV MG MG 1 y PD1 C 9 \ MG 1 pD~ WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE ~ 1 1 l~ I i~ / c® 1 155 ~ I V cn ~N 0/ F , , ~ m~ tr~a i~Y . r~u ~m ~ ~ 0 1 MJ 85 ~ cn I I C,Y, ! T Y ~ 1 3, HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROP05ED ~ i IH ~ . F 70 I l:0 I I ~ U .,20.~J \ 1 ~`%7°,;~ ~~,2 1~.0 r r r VG PLANTER BEDS, OR MULCHED AREAS WITH TREES, IN NO CASE, SHALL PLANT MATERIAL, ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR U5E AREAS MUST i SUPPLY HOSE BIBB. BE CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO ~ 1 ~ 1 II~ r, 90°00'00"E14.50" ,;15.00''P11 - Y. x 25~,~ 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY kN IRRI- THE PLANTING AREAS, " Y. X GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER ' ~ XI 1 ) - - r ~ E o IPIG _ U I - _ - _ _ . CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF N 1 I ' (~i)' MAS, WALL 1 14a / I LOW WATER DEMAND AREAS, CONTROLLERS MUST HAVE MULTIPLE PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO gY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL, BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS, N u 1 ~ R,P INLFC / 1 1 I I 30 I 7, PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT m ~ 1 I ~ IH o I I ~ _ 27.5 ~ 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN INSTALLATION IS NOT APPROVED, SCIENTIFIC EVIDENCE INDICATES SEN50R DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) Q 28.5 N ~N 1 I 20.4 I " 20.0 ":2 E).'.`t,OVcRED I OF TREES/SHRUBS WITHIN THE FIRST GROWING SEA50N INHIBITS ROOT CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS GROWTH, THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED ' 7 , c 0 1 ~I:~.yur I OU 1 8 , - n- r- - - OCCURRED, SUITABLE FOR PLANT MATERIAL INSTALLATION, J C~t(S 1!l~JG Ol- r lc, t_ V14!I Frt NC'US'E I I ,N ®RI INAL 0. 1 U I 1 w Y 4, ~ vi I ^ 1 cti D -p I~ 1 I JUN 14 2006 o I 1 ~ I ~ I L. 1~ z Landscape Table EI ~ iii' I 9 uanfify Code Nome Symbol Sc nfific Name o ~fific Name Common Name Plant,'ng Size Height Spacing CITY OF CLEARW E I I 1 232 P02 ~ Po ocarpus macrophy I ~ 12 carpus macrophyllus Yew podocorpus 3-Gal 24° 30"OC ~ ~ o IH 77 WV Vi ' rnum Obovatum num Obovatum Walter's Viburnum 3-Gal 18" 30'bC ~ 4 MC Ma nolia Grandiflora olio Grandiflora 'DD Blanchard" Magnolia "D.D, Blanchard" 2 1/2"-Cal 10' 35'OC max 6~9 , 2 NS ilex spp. i` s ~ ~ 9 5 QV Qu rcus vir iano >pp• Nellie Stevens Ho11y 2 1/2"-Cal 10' 35'OC max ® ~ ~ :us virgiano Live Ook 2 1/2"-Cal 10' 35'OC max ® ~ 6 BC ~1 To dium dist;chum o , fium dist;chum Bald cypress 2 1/2'~-Cal 10' 35'OC max ~ ~ c9 40 PD1 ~ Po carpus macrophy carpus macrophyllus Yew podocorpus 7-Gal,, 48" 36"OC ~ / 3 L! ~ La rstroemia indico ~stroemia indico Crape myrtle 2 1/2°-Ca! 10' 35'OC max ~ ~ A1pr ,a Zerumbef C' a Zerumbef Variegated Ginger 3-Gal 24" 38"OC F° a a C~ 781 MJ Trachelos er o p mum Asra elospermum Asiaticum "Texas tri-color" Minima Jasmine 1-Gal 6" ~ 18'OC ~ ~ • ~ ' ` r 236 IN Ra role is indico blepis indico Indian hawthorn 3-Gal 72° 30"OC SCALE: ~~:2®~ I ' TBD SOD Bo o~ i r• ~9 ~ ua o ~ ~ Ul .N _ ~ / ~ ~ Landscape Table South Property ~0 O 10 2® 40 ~ ~ cJ ; ~ Quanfif Code Nome S mbol Sc~enf,Yic Nome ~f,Yic Nome Common Name Planting Size Height Spac,'ng y Y n ~ L a Q 140 MJ Tr helospermum Ash Jelospermum Asiaticum " T e x a s tri-color" Minima Jasmine 1-Gal 6" 18'OC BUTLER'S NURSERY, I N C U 0 42 IH Rophiolepis indica iiolepis indica Indian hawthorn 3-Gal 12° 30'0C 7011 75TH ST N PINELLAS PARK FL. 33781 45 Wv © viburnum abovafum Q num Obavotum Walter's Viburnum 3-Gal 78" J0 "0c PH 727-544-0445, FAX: 727-541-5027, E-MAIL,BUTLERSNURSERYGMSN.COM LO 0 DRAWN BY: RON BELKO Ll a 0 cv CHECKED BY: CHUCK BUTLER N CERTIFICATION # FL-1235A _ _ y _ _ -r---- q0'-0" 128'-0.. zol-oa D.S. D.S. p o U 0 ~ ~ -30-0~ (V 4 # AA C 000813 ©2005 .5. 0 x a 0 ~ ~ ~ T-4" (2) STORY 8,000 5F GONG. I 5,000 5F wAREH0U5~ 51D5WALK ~ OFFIGE vi nr III I II 22.0' 26.0' II I I II III I II ,L J L JL ETENTION POND r ~ nr l/~ r-I III I II III I II ~1 III i II JLJ JL. m ~ ri ~ D.S. r ~~I W ~ `V f~, ~t _ ~ - ' i ~ W ~ ~ i i ~ ' ~ I ~ ~H ~ ' ~ ~ ~ ~ ' OPEN "COPT" ' I ~ ELEI(ATOR ~ w Q ' i ' ~ ~ ~ ' i N ~ I ~ o GOYERED ' ~ Y ~ W o . , ENTR ~ i ~ ~U N I ~ ~ ~ ~ N D.S. - - JL ~ H V 4 RAr~~~ r~ ~ W N 4 NI D.S. ~H o ~ M r ,rsi. O W ~ A ~ ~ 1 O ~ ~ ~ D.S. D.S. D.S. D.5. D CLERESTORY WINDOWS ALONG EAST WALL 1'1~ 11.1 D.S. D.S. ® ~ - 1~i O 1.1- I (2) STORY (2) STORY ~ 5,000 5F ~ OFFICE 5,000 5i= O~~IGE _ ~ 22.0' 22.0' ® - D- D.S. D.S. I i ELLa/ATOR ~ ~ ~ PENTHOUSE , , O 6ELOW I I i GRIGKE f • GRIGKE f R001=LINE-e+ I ~ 'n 1.11 ORIGINAL ~ OPEN 4:12 TYPICAL 4: 4:12 TYI'IGf4L RECEIVED 4:1~ 2 PIGAL ~ 70 ® BELOW JAN 112066 p?ANNIN6C EARWTA ERA CITY ~ .5. D.S. D.S. D.S. D.S. D.S. D.5 . SECONP FLOOR FLAN ROOF f OOF PLAN SCALE: 118" = V-0" SCALE: 1/8" = ALE: 1/8" =11-0" r zoo nnvos ~w - 1 5 ALE w GALVALUME NATURAL SLOPED ROOF BEYOND - METAL ROOF OR WHITE DIMENSIONAL SHINGLES 11-30-05 ! CLERESTORY i WINDOWS # AA C 000813 ©200 12 2 I~ ? GL352EST0RY WINDOWS , h' I~ y i ~ BRONZE TINTED GLASS (V IN DARK BRONZE FRAME ? WINDOWS - TYPICAL a N SECOND FLOOR AND FLOOR _ _ _ dC1b0d ~ g0DDQ4b SIGNAGE: x-0" X 10'-0" ? W/ ORANGE LETTERS WHITE RAILING IN FOREGROUND ON WHITE BACKGROUND Q WHITE AWMINUM RAILING (Y i ~ ~ ~ d' ;I LOADING DOCK FIRST ~'LOOR_ _ _ 57 FLOOR ~ ....1 a -----0------0------0------0----~ ~ ~ ~ ~ RETENTION POND m ~ FIRST FLOOR TRUCK WELL BEYOND ~~I ~ SCUPPERS ~/~I~G~ /~~IO~ `4 d~ IN GONG. WALL j/ „J ALONG WALKWAY ~ SCALE: 1/S" =1'-0" ~H ~ ~ ~ w r~,I ~ o a N ~U ~ . N ~ d. TURAL METAL ROOF GALVALUME NA 12 ~ d' W OR WHITE DIMENSIONAL SHINGLES 4 ~ ~W ~ I~1 N m ~H o WHITE METAL 12 'r V~ M 4 m WAREHOUSE O O I i j I , ~W IL i ~ A ~ O ~ II~I~ O ~ ~ ~ _ z. i ~ i~, _ _ _ _ 0 n. ~ STUCCO i ~ ~ ~ ' I JOINT, i0 TYPICAL m LOADING DOCK 0 m OPEN ~ COVERED- - ENTRY i i i TRUCK WELL BEYOND BRONZE TINTED GLA55 EXIT RAMP ~ IN DARK BRONZE FRAME ~~p~ RETENTION POND WINDOWS - TYPICAL SCALE: 1/8" = 1'-0" ® ~n~ -H O • WHITE PAINTED STUCCO W/ EXPANSION JOINTS, TYPICAL ,,pp WH WHITE METAL ROOF 'Y, U' WH r WHITE METAL GU GUTTER i DOWi SPOUTS ORIGINAL RECEIVED Q G WH ~ORTH WALL ~ M~ MASONRY TED JAN 112006 W/ OF W/ FLUSN JOINTS OR WHITE METAL BU BUILDING - PIANNING DEPARTMENT CITY OF CLEARWATER . ~-\~0 Y" NORTH ELEVATION V lie 11/29/05 om