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FLS2008-01002FL-S2008MO1002 2611 SEVILLE BLVD EVILLE CORPORATE CENTE ATLAS # 300A ZONING: O LAND USE: R/OG RECEIVED: 01/02/2008 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: CDB: CLWCoverSheet i _.. e ar�wate U Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets ❑ SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 ❑ SUBMIT APPLICATION FEE $ CASE #: RECEIVED BY (staff initials): DATE RECEIVED: ORIGIM RE 1M JAN 02 2007 PLANNING Dfimum r. Nos: CffV0FCLE*F* R NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 04/24/2007) -PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: — - - - - - - ---_----_- -_ - - MAILING ADDRESS: PHONE NUMBER: -7 R-1 - 58 L4 - (A 5 11 b FAX NUMBER: CELL NUMBER: EMAIL: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: 0 .. . ......... .. . ........ .... . .. . .. .... .. . . . . . . . . ...................... ... ... ..... .. .. .. . ..... . ...................................... . .... ......... MAILING ADDRESS: � PHONE NUMBER: FAX NUMBER: . . . . .... . .. . ....... ............................... CELL NUMBER: EMAIL: C -'i �0'� flee r B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: ..fP OJECTVALUATION: $ 00, STREET ADDRESS PARCEL NUMBER(S): PARCEL SIZE (acres): PARCEL SIZE (square feet)- 4 k Zk5 LEGAL DESCRIPTION: PROPOSED USE(S): DESCRIPTION OF REQUEST: Specifically identify the request (include number of units or square footage of non-residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) CADocuments and Settings\derek.ferguson\Desktop\planningforms_0707\Flexible Standard Development (FLS) 04-24-07.doc Page I of 7 0 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) (� SUBMIT A COPY OF THE TITLE INSURANCE POLIC ,DEED O THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) ORIGI L Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA- Explain how each criteria is achig� +l: 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. A 02 2001 C7Y Y ,�a�1a.. BVct$ �tl ` '• �,`A� 5 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. 4. The proposed development is designed to minimize traffic congestion. __..__ .... __- ................... - 5. The p oposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adja: c nt properties. — CADocuments and Settings\ derek .ferguson \Desktop\planningforms _0707 \Flexible Standard Development (FLS) 04- 24- 07.doc Page 2 of 7 0 9 WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) Woo Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) — Explain how each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria _ " anual and 4- 202.A.21) �i A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exer��I IV the requirement. ❑j If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. REb6� C� At a minimum, the STORMWATER PLAN shall include the following; J N 02 2009 Existing topography extending 50 feet beyond all property lines; pt r t Q` Proposed grading including finished floor elevations of all structures; P �p W *4G U0tRaMF'Np: All adjacent streets and municipal storm systems; CI7Y OF CLEV%*;i;7 „ {�! Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; Ivt( A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. 91" . Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ❑ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT ,.DISTRICT (SWFAMDI PERMIT SUBMITTAL ( WMD approval is required prior to issuance of City Building Permit), if applicable tx-3r 11 Vi d ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): �Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, / including drip lines and indicating trees to be removed) — please design around the existing trees; Q TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; u LOCATION MAP OF THE PROPERTY; ❑ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engine ril�g„pr1/� incipies. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; GRADING PLAN, as applicable; ❑ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); AV�OPY OF RECORDED PLAT, as applicable; C: \Documents and Settings \derek.ferguson\ Desktop \planningforms_0707 \Flexible Standard Development (FLS) 04- 24- 07.doc Page 3 of 7 0 • G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) "): MGM t� S E PLAN with the following information (not to exceed 24" x 36 RECBM \1 Index sheet referencing individual sheets included in package; North arrow; JAN X41 ©2 2007 -+pfi 1y{iip��lr L _ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; /� Fp Footprint and size of all EXISTING buildings and structures; C 9 0' CLLR A "'IN!; J 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; ` 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; J 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 #7011; Location of all landscape material; j Location of all onsite and offsite storm -water management facilities; Location of all outdoor lighting fixtures; and tilft- Location of all existing and proposed sidewalks. /j 4 6 SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: `, L Land area in square feet and acres; / Number of EXISTING dwelling units; Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the _number of required spaces; Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; ,f Official records book and page numbers of all existing utility easement; Building and structure heights; (/ /Impermeable surface ratio (I.S.R.); and 1e' Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8' /2X 11); EXISTING REQUIRED PROPOSED ® F DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One -foot contours or spot elevations on site; _ Offsite elevations if required to evaluate the proposed stormwater management for the parcel; ;JAII open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Y �f Streets and drives (dimensioned); _ I Building and structural setbacks (dimensioned); __,J Structural overhangs; C: \Documents and Settings \derek.ferguson\ Desktop \planningforms_0707 \Flexible Standard Development (FLS) 04- 24- 07.doc Page 4 of 7 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) ORIGINAL i!'IY LANDSCAPE PLAN with the following information (not to exceed 24" x 36 "): REC:E�t^' All existing and proposed structures; . ',%A1 02 2001 Names of abutting streets; 10LANNNG _ Drainage and retention areas including swales, side slopes and bottom elevations; CITY OF CL6VW*' Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); _ Irrigation notes. REDUCED COLOR LANDSCAPE PLAN to scale (8'/2 X 11); ❑ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the m rehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. Co I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) IBUILDING ELEVATION DRAWINGS - with the following information: All sides of all buildings; Dimensions; Colors (provide one full sized set of colored elevations); and _ Materials. REDUCED BUILDING ELEVATIONS -same as above to scale on 8'% X 11. J. SIGNAGE: (Division 19. SIGNS /Section 3 -1806) �./.'I►�, -�"„- �. ��1 -e�-_ ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc. i =cate Tffet hr-t15ey will be removed or to remain. ❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ❑ Comprehensive Sign Program application,. as applicable (separate application and fee required). ❑ Reduced signage proposal (8 Yz X 11) (color), if submitting Comprehensive Sign Program application. C: \Documents and Settings \derek.ferguson\ Desktop \planningforms_0707 \Flexible Standard Development (FLS) 04- 24- 07.doc Page 5 of 7 ORIGINAL MGM K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13'and 4- 801.C) KANPtM DEPAR P p� ❑ Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: /+CITY OF CLEd! -&_ • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact ,Study must be prepared in accordance with a " Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727- 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post - development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and /or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Acknowledgement of fire flow calculations /water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. ` Flow Calculations/Water Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: I, the un r 'gned, acknowledge that all representations made in this ation are true and accurate to the best of my know) d and authorize City representatives to visit and phot gr h the property described in this application. Signature of property73TMZr6r representative STATE OF FLORIDA, COUNTY OF PINELLAW Sworn to and subs ribed before me this day of ��Q_ jM.kh e, , A.D. 20 to me and /or by who is p rsonally known has pr e as identification. P,Q h,. A . Notary public, Q .•� My commission expires:' �7� !r 0 1 r.r mr Tn m D UT nDTi16 i1v lCU\1 r vuLivv �� • �� -.- Ram A. Goel e: C: \Documents and Settings \derek.ferguson\ Desktop \planningforms_0707 \Flexible S ctert�frt 0oTf #9r%3143e Page 6 of 7 Expires: MAY 03, 2010 Bonded Thru Atlantic Bonding Co., Inc. • N. AFFIDAVIT TO AUTHORIZE AGENT: Provide names of all property owners on deed — PRINT full names: ORIGINAL "f-;N 02 2007 PLANNWG D6F%RyM[E�V- CITY OF CLEARWATER 2. That (I am /we are) the own&(s) and record title holder(s) of the following described property (address or general location):. 3. That this property constitutes the property for which a request for a: (describe request) 4. That the undersigned (has /have) appointed and (does /do) appoint: as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (1 /we he undersigned aut ity, hereby certify that the foregoing is true and correc Prope y wrier Property Owner _ Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS !� le re me the undersigned, an officer duly commissioned b� the �ws ofjthe State of` Florida, on this 7 day of personally appeared 4��'17�© -a <� who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. �1AY P# A DOREEN WILLIAMS � MY COMMISSIOIO N # # DD 5 DD 578718 + OF tv�e� EXPIRES: October 14, 2010 Notary Public Signature 1.8003- NOTARY FL Notary Discount Assoc. co. My Commission Expires: ---.10 , '/'k(-� CADocuments and Settings \derek.ferguson\ Desktop \planningforms_0707 \Flexible Standard Development (FLS) 04- 24- 07.doc Page 7 of 7 • � ORI%I�� GVvW LETTER OF AUTHORIZATION 02 2007 PRAIlWIG DEPA:RTMEN'. CiTy OF OLEAR'WAT ,, This letter will serve as authorization for Housh Ghovaee (agent Name) with NORTHSIDE Engineering Services, Inc. to act as an agent for L (Property Owner's Name) And to execute any and all documents related to securing permits and approvals for the construction on the property generally located at 6::> I GIL U_ P> (_ vo - (Property Location) PINELL o nty, State f LORIDA. ure of Pr ert O ner Address of Property Owner G� k .3576 City /State /Zip Code State County (SEAL ABOVE) V a� Print ame of Property Owner Title (707) 5 -7s l., t�lephdne Number The foregoing instrument was acknowledge before me this day AL—If—I 1:44 209L,l°/x,L��lL, as ` who is personally known to me or who has produced � //;&Z Z-51 Y Z4' as identification and who did (did not) take an oath. Commission # Notary Public (Name of Notary Typed, Printed or Stamped) TH 9�1DE Services litc. STORMWATER REPORT FOR: Civil Land Rimming Due Diligence Reports Re-Zoning, Land Use, Annexation Stormwatcr Management Utility 'Design Traffic Construction Administration MOM RECKOW MAR 0 3 2008 PLMNING D6WMENT CrrY OF CLEAMNATER SEVILLE CORPORATE CENTER P.O. Box 4948 Clearwater, FL 33758-4948 tech@nortlisideengineering.coni 727 443 2869 Fax 727 446 8036 PROJECT Ram A. Goe1;-PfiD.,.PE..'.'#47431 NFebrv, 4r ,y MO.- P '&t No. 0.7.4,Z- ro),TE 0. A' on to r Of , )fk 11181114 hr MAR 0 3 2000 PLAMMDIG DWW4EV DRAINAGE NARRATIVE OF Cil .�'P,Ei K The proposed construction activities consist of the following: • Construction of 23,509 S.F. of open impervious vehicular use and sidewalk area. • Construction of two (2) stormwater ponds to provide attenuation for the 100yr / 24hr design storm and water quality treatment for a volume equal to V2" of runoff over their respective drainage areas. Treatment of stormwater will be achieved through natural percolation in both ponds. • The more stringent of SWFWMD's 1 00y / 24hr post - development flow not exceeding the 1 00y / 24hr pre - development flow vs. Clearwater's weighted coefficient of runoff of stormwater detention was used to determine the storage volume requirement. It was found that the City of Clearwater's stormwater requirement (4,925 cf for Basin 1 & 2,419 cf for Basin 2) was more strict than SWFWMD's requirement and therefore was used in the design of the pond. • The Drainage Calculations have been prepared in accordance with the City of Clearwater Drainage Manual. • The project is located in an open basin. Construction of this project will not increase the existing peak discharge rate or volume. • No wetlands are located in or adjacent to the project area. No wetland impacts will result from construction of this project. PROJECT NAME: PROJECT NO.: EXISTING CONDITIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C CALCULATIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= • • Seville Corporate Center � -&,V v 743 19,905 SF = 0 SF = 0 SF = 19,905 SF = 0.46 ACRES 0.00 ACRES 0.00 ACRES 0.46 ACRES 19,905 SF 0 SF OF IMP. AREA @ C = 0 SF OF POND AREA @ C = 19,905 SF OF PERV. AREA @ C = C = 0.20 T.O.C. = 60 MINUTES PROPOSED CONDITIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C CALCULATIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= 19,905 SF = 14,223 SF = 3,220 SF = 2,462 SF = 0.46 ACRES 0.33 ACRES 0.07 ACRES 0.06 ACRES 19,905 SF 14,223 SF OF IMP. AREA @ C = 3,220 SF OF POND AREA @ C = 2,462 SF OF PERV. AREA @ C = C = 0.87 T.O.C. = 60 MINUTES ®RMN& REC, M KAR 0 3 2000 CITY OF CLEW#A7kk 0.475 1 0.2 0.95 1 0.2 • • PROJECT NAME: Seville Corporate Center /, PROJECT NO.: 743 POND STAGE STORAGE DATA: T.O.B. EL.= D.H.W.100 EL.= W.Q. EL.= BOTTOM EL.= STAGE ft -NGVD AREA SF AREA AC STORAGE CF 28.00 3,537 0.081 6,864 27.75 3,379 0.078 5,999 27.50 3,220 0.074 5,174 27.00 2,904 0.067 3,643 26.00 2,271 0.052 1,056 25.75 2,112 0.048 5jo 25.50 1,954 0.045 TOTAL WATER QUALITY CALCULATIONS: DRAINAGE AREA = REQUIRED WATER QUALITY DEPTH = REQUIRED WATER QUALITY VOLUME = 19,905 SF 829 CF WATER QUALITY ACHIEVED AT ELEVATION = 26.00 FT OMINAL RED MAR 0 3 2000 PIAN"DIG D TENT CV OF CLED,1 #,oTE 0 NORTHSIDE ENGINEERING SERVICES 100 YEAR STORM EVENT PROJECT: Seville Corporate Center PROJECT NO. 743 RUN -OFF COEFFICIENTS PRE - CONSTRUCTION TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C= 0.20 POST - CONSTRUCTION TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C= 0.87 STORAGE CALCULATION PRE - CONSTRUCTION DRAINAGE AREA = TIME OF CONC. Tc = I @ Tc =60 (100 YEAR EVENT)= Q(out)= CXIXA= POST - CONSTRUCTION • OR011 t. REOMM MAR 0 3 2000 "0 401 y My OF CEWAMEK 19,905 SF 0.46 AC 0 SF OF IMP. AREA @ C = 0.475 0 SF OF POND AREA @ C = 1 19,905 SF OF PERV. AREA @ C = 0.2 19,905 SF 0.46 AC 14,223 SF OF IMP. AREA @ C = 0.95 3,220 SF OF POND AREA @ C = 1 2,462 SF OF PERV. AREA @ C = 0.2 0.46 AC 60 MIN 4.50 IN /HR 0.41 CFS TIME (MIN.) I (IN /HR ) Q(in) (CFS) INFLOW I (CF) OUTFLOW (CF) STORAGE (CF) 60.00 4.501 1.781 6,4061 1,4811 4,925 MAX. STORAGE = 4,925 CF WEIR DESIGN TOP. OF WEIR ELEV.= BOT. OF WEIR ELEV.= H= Q= L= Q/3.1 *H ^1.5 = WATER QUALITY DEPTH = 0.5 in. TOTAL VOLUME REQUIRED = MAX. STORAGE REQUIRED = TOTAL VOLUME PROVIDED = MAX. STORAGE PROVIDED = 28.00 FT 27.50 FT 0.50 FT or 6" 0.41 CFS 0.42 FT or 5" 4,925 CF 5,174 CF • i MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME: POND 1 POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS EXCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L /W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond /Exfiltration Trench Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N Elevation of Barrier Bottom 1,954.00 ftz 6;864.00 ft3 2.00 0.00 ft 24.00 ft 25.50 ft 25.50 ft 28.00 ft 0.20 11.98 ft/d 1.00 17.97 ft/d 0.30 1.00 Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N 0.00 0.00 0.00 0.00 OROINX RECOM MAR 03 2000 PLANNING DIR%MEN1 CITY OF CLEWNAI''kk 0 • MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: POND 1 1 STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 0.00 0.00 1 1.00 5,174.00 2 24.88 0.00 3 24.88 0.00 4 24.88 0.00 5 24.88 0.00 6 24.88 0.00 7 24.88 0.00 8 24.88 0.00 9 1 24.88 1 0.00 MAR 03 2000 PIAWDIG D 4WEN, "). C 17Y OF CLF.Wq "L 0 • MODRET SUMMARY OF RESULTS PROJECT NAME: POND 1 ORIOiNAi, RECC+ M ViAR 03 2008 PLA NNG D6KWMENT CITY OF CLFAIP#ATER CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 24.000 0.000 0.00000 0.00 24.000 0.30054 0.29103 1.00 27.003 0.28153 0.00 0.04502 25.88 25.534 0.03067 0.00 0.01632 27.48 25.500 0.01236 0.00 0.00840 75.63 24.728 0.00673 0.00 0.00506 100.50 24.563 0.00420 0.00 0.00334 125.38 24.454 0.00285 0.00 0.00236 150.25 24.377 0.00204 0.00 0.00173 175.13 24.321 0.00152 0.00 0.00131 200.00 24.278 0.00 Maximum Water Elevation: 27.003 feet @ 1.00 hours Recovery @ 27.482 hours * Time increment when there is no runoff Maximum Infiltration Rate: 9.158 ft /day a� io = 0 I_ \0 INFILTRATION: POND 1 0 2 4 6 8 10 12 14 16 18 20 22 24 26 Time (hrs) Total Volume Infiltrated = 5,174 ft3 • • 0 :� f n in � W ov C° � r® 1 PROJECT NAME: PROJECT NO.: EXISTING CONDITIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C CALCULATIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= • • Seville Corporate Center (eoKy 743 10,501 SF = 0 SF = 0 SF = 10,501 SF = 0.24 ACRES 0.00 ACRES 0.00 ACRES 0.24 ACRES 10,501 SF 0 SF OF IMP. AREA @ C = 0 SF OF POND AREA @ C = 10,501 SF OF PERV. AREA @ C = C = 0.20 T.O.C. = 60 MINUTES PROPOSED CONDITIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C CALCULATIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= 10,501 SF = 6,915 SF = 1,648 SF = 1,939 SF = 0.24 ACRES 0.16 ACRES 0.04 ACRES 0.04 ACRES 10,501 SF 6,915 SF OF IMP. AREA @ C 1,648 SF OF POND AREA @ C = 1,939 SF OF PERV. AREA @ C = C = 0.82 T.O.C. = 60 MINUTES ORMNA. REM `ice i�M 03 2000 PIANNN; WAMEW CITY OF CLEAMATER 0.475 1 0.2 0.95 1 0.2 PROJECT NAME: Seville Corporate Center (fv"o'� —� PROJECT NO.: 743 POND STAGE STORAGE DATA: T.O.B. EL.= D.H.W.100 EL.= W.Q. EL.= BOTTOM EL.= STAGE ft -NGVD AREA SF AREA AC STORAGE CF 33.00 1,853 0.043 3,713 32.75 1,750 0.040 3,262 32.50 1,648 0.038 2,837 32.00 1,442 0.033 2,065 31.50 1,237 0.028 1,395 30.60 867 0.020 449 30.001 6201 0.0141 0 TOTAL WATER QUALITY CALCULATIONS: DRAINAGE AREA = 10,501 SF REQUIRED WATER QUALITY DEPTH = 0.50 IN REQUIRED WATER QUALITY VOLUME = 438 CF WATER QUALITY ACHIEVED AT ELEVATION = 30, ItgT REC. MAR.. 03 2000 lPlAN ING 1EN' CITY OF CLF.PR07 n NORTHSIDE ENGINEERING SERVICES 100 YEAR STORM EVENT PROJECT: Seville Corporate Center 60V"49 Z-, PROJECT NO. 743 RUN -OFF COEFFICIENTS PRE - CONSTRUCTION TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C= 0.2C POST - CONSTRUCTION TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C= 0.82 STORAGE CALCULATION PRE - CONSTRUCTION DRAINAGE AREA = TIME OF CONC. Tc = I @ Tc =60 (100 YEAR EVENT)= Q(out)= CXIXA= POST - CONSTRUCTION WEIR DESIGN WATER QUALITY DEPTH = TOTAL VOLUME REQUIRED = TOTAL VOLUME PROVIDED = 0 ®. RED MAR 0 3 2000 PL "DIG DURAMErL CffY OF CLWWR� , 10,501 SF 0.24 AC 0 SF OF IMP. AREA @ C = 0.475 0 SF OF POND AREA @ C = 1 10,501 SF OF PERV. AREA @ C = 0.2 10,501 SF 0.24 AC 6,915 SF OF IMP. AREA @ C = 0.95 1,648 SF OF POND AREA @ C = 1 1,939 SF OF PERV. AREA @ C = 0.2 0.24 AC 60 MIN 4.50 IN /HR 0.22 CFS TIME (MIN.) I (IN /HR) Q(in) (CFS) INFLOW (CF) OUTFLOW (CF) STORAGE (CF) 60.00 4.50 0.89 3,200 781 2,419 MAX. STORAGE = 2,419 CF TOP. OF WEIR ELEV.= 3100 FT BOT. OF WEIR ELEV.= 32.50 FT H = 0.50 FT or 6" Q = 0.22 CFS L= Q/3.1 *H ^1.5 = 0.17 FT or 2" 0.5 in. MAX. STORAGE REQUIRED = MAX. STORAGE PROVIDED = 2,419 CF 2,837 CF 0 MODRET • SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME: POND 2 POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS EXCLUDED Pond Bottom Area Pond Volupe between Bottom & DHWL Pond Length to Width Ratio (L /W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond/ Exfi ltration Trench Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N Elevation of Barrier Bottom 620.00 ftz 3,713.00 ft3 3.00 0.00 ft 29.00 ft 30.00 ft 30.00 ft 33.00 ft 0.20 11.98 ft/d 1.00 17.97 ft/d 0.30 1.00 Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N 0.00 0.00 0.00 0.00 HAR 03 2000 PLMNIIG Au►E1V'! CITY OF CE.Ww" . 0 • MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: POND 2 STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 0.00 0.00 1 1.00 2,837.00 2 24.88 0.00 3 24.88 0.00 4 24.88 0.00 5 24.88 0.00 6 24.88 0.00 7 24.88 0.00 8 24.88 0.00 9 24.88 0.00 lo fr'R n 3 2000 PLANNING D&FAMEN . CITY OF CLE aA* '. • MODRET SUMMARY OF RESULTS PROJECT NAME : POND 2 ®IOINAL RECOM t-4 0 3 2008 PLANNDIG CITY OF CLF. RC ATF;,� CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 29.000 0.000 0.00000 0.00 29.000 0.30371 0.29327 1.00 31.439 0.28282 0.00 0.02293 22.58 30.000 0.01403 0.00 0.00514 50.75 29.408 0.00356 0.00 0.00197 75.63 29.266 0.00148 0.00 0.00099 100.50 29.194 0.00080 0.00 0.00061 125.38 29.149 0.00050 0.00 0.00039 150.25 29.121 0.00033 0.00 0.00027 175.13 29.102 0.00023 0.00 0.00020 200.00 29.088 0.00 Maximum Water Elevation: 31.439 feet @ 1.00 hours Recovery @ 22.578 hours * Time increment when there is no runoff Maximum Infiltration Rate: 10.236 ft /day 2 2 2 2 2 2 2 2 2 1 1 .a 1 �1 c1 c (D E1 01 > 1 INFILTRATION: POND 2 0 2 4 6 8 10 12 14 16 18 20 22 Time (hrs) Total Volume Infiltrated = 2,837 ft3 E 9 O 5F ;: rn 0. C� 0 0 A ®° •m • 0 FLEXIBLE STANDARD DEVELOPMENT APPLICATION Case Number - TBD Seville Corporate Center ORIGIPAL 2611 Seville Boulevard VVW NES Project #743 JAN 02 2007 DESCRIPTION OF REQUEST: CITY OF CLORP ER Flexible standard development approval to construct a 10,000 square foot office building as per the standards contained within Section 2 -1003 of the Development Code. GENERAL APPLICABLE CRITERIA (Code Section 3- 913.A) 1. The one story proposed office development will be in harmony with the scale, bulk, coverage, density and character of the property to the west containing a retail convenience store and gas station. The proposed office development will be harmonious with the Clearwater Mall site to the north but less in density and coverage and will continue to provide a soft buffer between the neighboring attached dwelling unit development to the east and south and the heavy commercial corridor of US 19. J 2. Redevelopment of this site will not hinder or discourage appropriate development and use of adjacent sites; upon completion, the proposed office development will encourage development and redevelopment in the area. The proposed improvements to the site which include a new building, improved parking surface, new landscaping and responsible site drainage will further promote development and investment in the area. J3. No health or safety concerns are anticipated with the proposed development as the site design adheres to all required visibility triangles, provides responsible site drainage and further provides nicely landscaped yards along the street. / 4. The proposed site design will minimize traffic congestion by improving access to the site; improved access is achieved by providing improved curb cuts and aprons with appropriate radii. The proposed one story office development and site design will be consistent with the surrounding community character; offering encouragement for redevelopment in the area. The proposed office use is a permissible use within the Office District. 1 6 No additional adverse effects relating to visual, acoustic olfactory or hours of / operation will be created by the proposed development. No visual �( obstructions are being created with the proposal and the development plan will improve the existing situation of unimproved parking surfaces. With the proposed office use, the hours of operation will be in harmony with the surrounding residential uses. ORIGINAL RECOM JAN 02 2007 Section 2 -1003 Flexibility Criteria: pLIt4WG DEPARTMENT CITY Of CLFjIk - Y.ATER F. Office 1. Height: A variance to height is not requested as a part of this development proposal. 2. Signage: Signage is not requested at this time; any future J proposed signage shall meet the requirements of the code unless otherwise approved through a Comprehensive Sign Program. 3. Parking: , A variance to the required number of parking spaces is not needed as a part of this development proposal. Seville Corp. Center 1 -2 -08 rmr /RMR NES 743 2 _ ..Q Calculations Using the Most Used Trip Generation Rates from the 7th Edition ITE Trip Generation Report Description /ITE Code Units Expected Units Expected PM Peak Trips - Total PM In PM Out 4 Not Available Daily Trips Truck Terminal 030 Acres General Light Industrial 110 TSF Gross Mini Warehouse 151 TSF Gross 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 ay care Center 565 TSF Gross eneral Office 710 (Equation) TSF Gross General Office 710 Rate TSF Gross 3.6 40 5 1 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 Shopping Center 820 (Equation) TSF Gross Lunch Hour Traffic Shopping Center 820 Rate TSF Gross Total In Out Quality Restaurant 931 TSF Gross 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 harmac /Dru store w/ Drive -thru 881 TSF Gross urniture Store 890 TSF Gross Walk -In Bank 911 TSF Gross Drive -In Bank 912 Drive -In Lanes 40 Z:\2007 AutoCAD Projects \0743 - (Seville Corporate Center) \[ 0743- Existing- tripcalc.xls]Calculations 21- Dec -07 "13 U-,�4 RiEGTh & JAN /a, 2 2007 RAN CRYW' CL6w��i 1 N'Lunch Peak 146 -364 two way trips • Calculations Using the Most Used Trip Generation Rates from the 7th Edition ITE Trip Generation Report Description /ITE Code Units Expected Units Expected PM Peak Trips - Total PM In PM Out 12 Not Available Daily Trips Truck Terminal 030 Acres General Light Industrial 110 TSF Gross Mini Warehouse 151 TSF Gross 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 General Office 710 Rate TSF Gross 10.0 110 15 3 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 Shopping Center 820 (Equation) TSF Gross Lunch Hour Traffic Shopping Center 820 Rate TSF Gross Total In Out Quality Restaurant 931 TSF Gross High Turnover /Sit Down Rest. 932 TSF Gross 0 1 0 0 Fast Food w/o Drive Thru 933 TSF Gross 0 1 0 0 Fast Food with Drive Thru 934 TSF Gross 0 1 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 1 Drive -In Lanes 110 15 Z:\2007 AutoCAD Projects \0743 - (Seville Corporate Center) \[ 0743- Proposed- tripcalc.xls]Calculations 21- Dec -07 ORIGINAL REGAAE' JAN, 02 2007 CITY 0 CLk rATE w'Lunch Peak 146 -364 two way trips _WN AA-kDF. 0__RTHS1 Em.ghteeriiig Services ht.c. • Civil Land Planning Dup Diligence Repot-ts Re-Zoning, Land Use, Annexation ORIGIM Stormwatej- Management RECOM Utility Design Traffic JAN 02 807 Construction Administi-ation 'k PLANNING DEM RTMqNT CITY OF CL64AWATER S TORMWATERREPORT FOR: SEVILLE CORPORATE CENTER PROJECT rF. An' Ram A 0, 72 1-,y V., E. (F4 7W 3 1 . 14$ 61"b'er-2007 IPTojecf No. 0743 P.0, Box 4948 Clearwatei-, FL 33758-4948 727 443 2869 Fax 727 446 8036 DRAINAGE NARRATIVE The proposed construction activities consist of the following: RE('V JAN 02 2007 PLAWJWG EWPA CITY or cL • Construction of 23,509 S.F. of open impervious vehicular use and sidewalk area. • Construction of a stormwater pond to provide attenuation for the 100yr / 24hr design storm and water quality treatment for a volume equal to %2" of runoff over the entire site. Treatment of stormwater will be achieved through natural percolation. • The more stringent of SWFWMD's 25yr / 24hr post - development flow not exceeding the 25yr / 24hr pre - development flow vs. Clearwater's weighted coefficient of runoff of stormwater detention was used to determine the storage volume requirement. It was found that the City of Clearwater's stormwater requirement (7,619 cf) was more strict than SWFWMD's requirement and therefore was used in the design of the pond. • The Drainage Calculations have been prepared in accordance with the City of Clearwater Drainage Manual. • The project is located in an open basin. Construction of this project will not increase the existing peak discharge rate or volume. • No wetlands are located in or adjacent to the project area. No wetland impacts will result from construction of this project. J 7 • PROJECT NAME: PROJECT NO.: EXISTING CONDITIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C CALCULATIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= Seville Corporate Center 743 49,146 SF = 0 SF = 0 SF = 49,146 SF = • ORIGINAL REGgVe-V JAS! 02 2001 PIANUMDR CITY or 1.13 ACRES 0.00 ACRES 0.00 ACRES 1.13 ACRES 49,146 SF 0 SF OF IMP. AREA @ C = 0 SF OF POND AREA @ C = 49,146 SF OF PERU. AREA @ C = C = 0.20 T.O.C. = 60 MINUTES PROPOSED CONDITIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= C CALCULATIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV.AREA= 49,146 SF = 23,509 SF = 3,568 SF = 22,069 SF = 1.13 ACRES 0.54 ACRES 0.08 ACRES 0.51 ACRES 49,146 SF 23,509 SF OF IMP. AREA @ C = 3,568 SF OF POND AREA @ C = 22,069 SF OF PERV. AREA @ C = C = 0.62 T.O.C. = 60 MINUTES 0.475 1 0.2 0.95 1 0.2 r a I PROJECT NAME: Seville Corporate Center PROJECT NO.: 743 POND STAGE STORAGE DATA: T.O.B. EL.= D.H.W.100 EL.= W.Q. EL.= BOTTOM EL.= ORIGINAL RE(,' CED JAN 02 2007 PlMMG DEPA TIME -144 CITY OF 'LE,`�'ATER STAGE ft -NGVD AREA SF AREA AC STORAGE CF 30.00 3,891 0.089 9,665 29.75 3,730 0.086 8,713 29.50 3,568 0.082 7,800 28.50 2,923 0.067 4,555 27.60 2,342 0.054 2,186 27.00 1,955 0.045 897 26.50 1,632 0.037 0 TOTAL WATER QUALITY CALCULATIONS: DRAINAGE AREA = 49,146 SF REQUIRED WATER QUALITY DEPTH = 0.50 IN REQUIRED WATER QUALITY VOLUME = 2,048 CF WATER QUALITY ACHIEVED AT ELEVATION = 27.60 FT NORTHSIDE ENGINEERING SERVICES 100 YEAR STORM EVENT PROJECT: Seville Corporate Center PROJECT NO. 743 RUN -OFF COEFFICIENTS ORIGINAL RE AD jAIN a 2 2007 PLANNO G DEPARTNIENT CITY OF f_-LEPP, WATER PRE - CONSTRUCTION I (IN /HR) DRAINAGE AREA = TOTAL DRAINAGE AREA= 49,146 SF 1.13 AC 60 MIN IMP. AREA= 0 SF OF IMP. AREA @ C = 0.475 POND AREA= 0 SF OF POND AREA @ C = 1 PERV. AREA= 49,146 SF OF PERV. AREA @ C = 0.2 C= 0.20 POST - CONSTRUCTION TOTAL DRAINAGE AREA= 49,146 SF 1.13 AC IMP. AREA= 23,509 SF OF IMP. AREA @ C = 0.95 POND AREA= 3,568 SF OF POND AREA @ C = 1 PERV. AREA= 22,069 SF OF PERV. AREA @ C = 0.2 C= 0.62 STORAGE CALCULATION PRE - CONSTRUCTION I (IN /HR) DRAINAGE AREA = 1.13 AC TIME OF CONC. Tc = 60 MIN I @ Tc =60 (100 YEAR EVENT)= 4.50 IN /HR Q(out) = C X I X A= 1.02 CFS POST - CONSTRUCTION 7,619 WEIR DESIGN WATER QUALITY DEPTH = TOTAL VOLUME REQUIRED = TOTAL VOLUME PROVIDED = TIME MIN. I (IN /HR) Q(in) CFS INFLOW (CF) OUTFLOW (CF) I STORAGE (CF) 60.00 4.501 3.131 11,2741 3,6551 7,619 MAX. STORAGE = TOP. OF WEIR ELEV.= BOT. OF WEIR ELEV.= H= Q= L= Q/3.1'H "1.5 = 0.5 in. MAX. STORAGE REQUIRED = MAX. STORAGE PROVIDED = 7,619 CF 30.00 FT 29.50 FT 0.50 FT or 6" 1.02 CFS 0.92 FT or 11" 7,619 CF 7,800 CF URIOII AL . REG'` 40 JAN 02 2007 M O D RET PL*'W* DEP RTMEW CITY CF CLE, a" -WER SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME : Seville Corporate Center - Pollution Aba POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS EXCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L /W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond /Exfiltration Trench Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N Elevation of Barrier Bottom 1,632.00 ftz 9,665.00 ft3 4.00 0.00 ft 24.00 ft 26.50 ft 26.50 ft 30.00 ft 0.20 11.98 ft/d 2.00 17.97 ft/d 0.30 1.00 Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N 0.00 0.00 0.00 0.00 M t. MODRET TIME - RUNOFF INPUT DATA ORIGINlui RECE€1t' JAI < 02 2007 PG,AI<I4VG DEPAP,T! RENT CITY W CILEAeat l ER PROJECT NAME: SEVILLE CORPORATE CENTER - POLLUTION ABA STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 0.00 0.00 1 1.00 7,800.00 2 24.88 0.00 3 24.88 0.00 4 24.88 0.00 5 24.88 0.00 6 24.88 0.00 7 24.88 0.00 8 24.88 0.00 9 24.88 0.00 MODRET SUMMARY OF RESULTS JAIN a2 2007 MWIG DEPAP 1VTNT CITY OF !s9 Bad - `XER PROJECT NAME : Seville Corporate Center - Pollution Aba CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 24.000 0.000 0.00000 0.00 24.000 - 0.59385 0.57444 1.00 28.576 0.55503 0.00 0.07216 23.07 26.500 0.04829 0.00 0.02442 50.75 25.444 0.01829 0.00 0.01215 75.63 25.050 0.00968 0.00 0.00721 100.50 24.816 0.00597 0.00 0.00473 125.38 24.662 0.00403 0.00 0.00333 150.25 24.554 0.00290 0.00 0.00247 175.13 24.474 0.00218 0.00 0.00188 200.00 24.413 0.00 Maximum Water Elevation: 28.576 feet @ 1.00 hours Recovery @ 23.065 hours * Time increment when there is no runoff WARNING Maximum Infiltration Rate: 17.973 ft /day Exceeds Vertical Permeability: 5.990 ft /day E = I Fou —1 R I G G E R S E N G I N E E R I N G S E R V I C E S I N C 0 R P 0 R A T E Geotechnical Engineering & Construction Materials Testing BDG Architects 2611 Seville Boulevard Suite B Clearwater, Florida 33764 Attention: Mr. Chris Kirschner, AIA RE: Report of Subsurface Investigative Services BDG Office Building 2611 Seville Boulevard Clearwater, Florida Our File: DES 035058 Dear Chris: February 17, 2004 D FEB 2 0 2004 €1 Pursuant to your authorization, DRIGGERS ENGINEERING SERVICES, INC. ' conducted requisite testing in areas planned for potential stormwater retention in accordance with instructions received from James J. Shaw of Shaw & Associates. Plate I of the attachments identifies the respective positioning of the requested classification borings identified as P -1 through P -3. In addition, two (2) classification borings were conducted to examine near - surface soils in the proposed structure area. These borings are identified as HA -1 and HA -2 on the attached boring location plan. • As seen from the attached results, predominantly fine sands with variable silt fines occurred below existing grade to the termination depth of the classification borings in the range of 8 to 10 feet. These soils generally comprised the SP to SP -SM and SM Unified Soil Classification. In general, the silt fines content commonly increased below depths of 6 to 8 feet. Groundwater was recorded at varying depths as indicated on each respective classification boring log. The depth to groundwater was primarily influenced by variations in surface topography. Presented below is our estimate of the normal seasonal high groundwater depth at each of the retention area classification borings. Sarasota Clearwater , Tampa Ph,,: 941.371.3949' 12220 49th Street North • Clearwater, Florida 33762 Phone: 813.948.6027 Far 941.371.8962 Phone: 727.571.1313 • Far 727.572.4090 Fax 813.948.7656 sarof — Cftrigilm- eng.com clwofrwegdr4ge —g -wm � tpoofficeadriggers- eng.com r ®12 dza � O N C\1 0 -�r 0 Naturally, confirmation of normal seasonal high groundwater levels would necessitate installing piezometers and monitoring potential groundwater fluctuations during a normal wet season. Mr. Shaw requested a Double -Ring Infiltration (DRI) test at the location of classification boring P -1. This test was conducted as requested to a depth of 2.5 feet and resulted in an infiltration rate of about 5.99 inches per hour. Results are appended. Care must be exercised in the application of infiltration test results to the design of stormwater retention areas. The analysis of retention pond exfrltration must carefully consider the permeability characteristics of the subsurface soils, subsurface stratigraphy, potential groundwater level fluctuations and pond geometry all of which will impact pond performance. The classification borings that were performed within the proposed structure area identified the presence of fine sands free of any deleterious constituent throughout the depth of investigation. Origgers Engineering Services Incorporated F� 2 W uLU c� 6 C Normal Seasonal High. O A C_9 GJ.9 �8 Test Location Groundwater Depth (ft) LU 0 y„ fib 0 P -1 3.0 Ic ;—'W P -2 5.0 • P -3 6.0 0 Naturally, confirmation of normal seasonal high groundwater levels would necessitate installing piezometers and monitoring potential groundwater fluctuations during a normal wet season. Mr. Shaw requested a Double -Ring Infiltration (DRI) test at the location of classification boring P -1. This test was conducted as requested to a depth of 2.5 feet and resulted in an infiltration rate of about 5.99 inches per hour. Results are appended. Care must be exercised in the application of infiltration test results to the design of stormwater retention areas. The analysis of retention pond exfrltration must carefully consider the permeability characteristics of the subsurface soils, subsurface stratigraphy, potential groundwater level fluctuations and pond geometry all of which will impact pond performance. The classification borings that were performed within the proposed structure area identified the presence of fine sands free of any deleterious constituent throughout the depth of investigation. Origgers Engineering Services Incorporated 3 DRIGGERS ENGINEERING SERVICES, INC. appreciates the opportunity to be of assistance and we trust, if you have any questions concerning the attached results, you will not hesitate to give us a call- 0 Respectfully submitted, DRIGGERS ENGINEERING SERVICES, INC. Jaime P.E. Presl FL Re ' ti.. No. 16989 FJD /cmc FJD -LE A035058 Copies submitted: (2)13DG Architects; Attn: Chris Kirschner, AIA (2) Shaw & Associates; Attn: James Shaw ._l Driggers Engineering Services Incorporated W o, �i C= '. • • DRIGGERS ENGINEERING SERVICES INCORPORATED REW& HAND AUGER BORLNG LOG PROJECT: BDG Office Building 2611 Seville Boulevard gear tw Florida CLIENT: BOG Architects WATER TABLE: DATE: 7.8' 1224103 TECHNICL4N: ' B.C./T.A. DATE: COMPLETION DEPTH: 122 4103 B.0' LOCATION: See Plate I TEST NUMBER: HA -1 ELEV. DESCRIPTION . DEPTH (� f Y m REMARKS 32 Dark gray Fine SAND with roots (SP) U A :' Surface Elevation: +32.7 + / -' Grayish -brown Fine SAND (SP) 2 30 Grayish -tan Fine SAND (SP) 4 28 Very light gray Fine SAND (SP) 6 Light brown Fine SAND (SP) 26 8 24 10 22 12 20 "14 J;_gea 02'2001 VLg0j fIG DWARTMENT Clly of �L7t,' 'ATER • 0 t t �y DRIGGERS ENGINEERING SERVICES INCORRDRATED HAND AUGER BORING LOG PROJECT: BOG Office Building 2611 Seville Boulevard Clearvrater. Florida TECHNICIAN: B.C./F.A. LOCATION: See Plate I CLIENT: BDG Architects WATER TABLE: DATE: 7.0' 1224!03 DATE: I COMPLETION DEPTH: 1212410 g -p TEST NUMBER: ,- HA -2 ELEV. DESCRIPTION DEPTH J S T N REMARKS Dark gray Fine SAND with roots (SP) r =; Surface Elevation: +31.0+( -'. 30 Gray Fine SAND (SP) 2 Grayish -brawn Fine SAND with roots � (Sp) y !r 28 4 26 Brown and light brown Fine SAND with roots (SP) 6 1F._ 24 Light grayish -brown Fine SAND (SP) 8 22 10 20 12 18 14 ORIGINAL REMAdD 0 2 7001 CITY OF CL EM J • TRIGGERS ENGINEERING SERVICES INCORPORATEF BAND AUGER BORING LOG PROJECT: BDG Office Building 2011 Seville Boulevard Clearxater. Florida TECHNICIAN: LOCATION: See Plaie I CLIENT: BDG Architects WATER TABLE: DATE: 12!24!03 DATE: COMPLETION DEPTH; 12124/03 10.0' TEST NUMBER: PA ELEV. DESCRIPTION DEPTH J m - m REMARKS Dark gray Fine SAND (SP) 0 Surface Elevation: +28.0+12 26 Gray Fine SAND (SP) 2 Brown Fine SAND (SP) 24 4 Light brown Fine SAND (SP) Light grayish brown Fine SAND (SP) 22 6 Gray silty Fine SAND (SM) 20 8 HT 18 10 16 12 14 14 ORIGAN R E C AD 2 2007 CITY Or CLE► ArER 0 II 1 \J s� ORIGGERS ENGINEERING SERVICES INCORPORATED H_4.ND AUGER BORING LOG PROJECT: BOG Office Building 2511 Seville Boulevard titer Florida CLIENT: BOG Architects WATER TABLE; DATE: 7.tT 12/24/03 12124103 TECHNICIAN: B.CIi.A. DATE: I COMPLETIDN DEPTH: 72124103 10.0' LOCATION: See Plate I TEST NUMBER: P -2 ELEV. (FT) DESCRIPTION DEPTH (FT) J m rn REMARKS Dark grayish -brown Fine SAND (SP) Surface Elevation: +32.0 +1 - -` 30 Brown Fine SAND (SP) 2 Light brown Fine SAND (SP) 28 Light grayish -tan Fine SAND (SP) 4 26 6 Grayish -brown slightly silty Fine SAND (SP -SM) Lr i3 Gray silty Fine SAND (SM) 24. 8 22 10 i 20 12 18 14 ORIGIML RECOM AN 0 2 2007 PLAW�� IG DE ARgT:�'NT CITIt q�ry"R • y DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT: BDG Office BuIIdMg � 2611 Seville Boulevard Clearwater Florida TECHNICIAN: B.C./TA. LOCATION: See Plate I CLIENT: BOG Architects WATER TABLE I DATE: 9.0' 1224!63 DATE: COMPLETION DEPTH: 1224/03 10.0' TEST NUMBER: P_3 1� - DESCRIPTION D(FT) J m REMARKS Dark gray Fine SAND (SP) 0 Surface Elevation: +35- 0 +1 - -' 34 Dark brownish -gray Fine SAND (SP) 2 32 Brown Fine SAND (SP) 4 30 6 28 8 Light grayish -tan Fine SAND (SP) Light brown and dark brown Fine SAND (SP) q26 12 22 14 ORIGINAL RECOT GD ., 2 7007 Perq'VG DWRTME W CITY OF CLEAROATEI6 - Double Ring Infiltration Test TEST NO. 1 JOB NO.: DES 035058 DATE: 02 -02 -04 CLIENT: BDG Architects PROJECT: BDG Office Building LOCATION: See Sketch TEST DEPTH: 2.5 OUTER CYL. DIAM: 24" INNER CYL. DIAM: 12" • DESCRIPTION OF SOIL AT TEST DEPTH : - Brown Fine SAPID DEPTH OF GROUNDWATER BELOW TEST DEPTH: Below 5.0 INFILTRATION RATE: 5.99 IN /HR. x o6 x z +H Fs: E- 4 z c H h G J H2 i 2 3 4 5 6 7 ELAPSED TIME OF INFILTRATION -r HOURS TEST PROCEDURE: The test was conducted in general accordance with ASIM D 3385 -75. A seven (7 ") inch hydraulic head was utilized. The infiltration rate was determined at selected time intervals by recording the time for a 1 inch drop in the water level. The seven (7 ") inch head was then re- established until the next test interval. The test was continued (minimum 4 hours) until stability was achieved and the infiltration rate did not vary in excess of 5% between successive one (1) hour measurements. Readings were recorded at intervals not exceeding 30 minutes. The plotted infiltration rate above represents the average of all observations during each hour interval. TECHNICIAN: James Taylor REVIEWED BY:�� A - -y.i QRIGl�s`.` RE CV, V"20 .s n 02 2007 CITY OF CL "AYER SUMMARY OF LABORATORY TEST RESULTS ROBING NO. DEPru (n) DESCRIPTION w% Vd (pr9 G, Al E1laERC LIMITS P.P. U.C. CON CS. OIIC pll Cl. (pp.r) 50, IPPm) RES. (Ohm -cm) LL 1'L SL DRI -1 SL = Dr 1311 -9my rill SAND RES. (ohm -an) = Lab Resistivily P.P. list Pocket Pew1romeler • See Test Carves U.C. Unconfined Compression , W% = Wnler Cnnlenl Co.. Consolidation Test 1'd(pct Dry Density O.S. (Ii) = Gminsizc Analysis (Nydmmeler) Gs = Specific Gmvily ORG.(9) - Organic Contort LL Liquid Limit Cl. (pp.) Total Chloride PL = Plastic Limil SO, (ppnr) - Total Wilt, SL = Shrinkage Limit RES. (ohm -an) = Lab Resistivily P.P. list Pocket Pew1romeler • See Test Carves U.C. Unconfined Compression Percent Passing No. 200 Steve CLIENT: BDG Architects PROJECT: BDG Office Building 2611 Seville Boulevard Clearwater, Florida FILE: DES 035056 ORIGINAL RECD -. "A 02 2007 PMT M i�..�TNIENT CP`V OF CIE "n ATER DRIGGERS ENGINEERING SERVICES, INC. " IIYIi ■I■I■i.■Yllli� ■11m`Idlll ■iilY■IIIYI� ■ ■m�llll�■ . 111 t ■ ■m011ll� ■■ 111 ►� ■m�llll� ■ ■m�11111■ E.� .E �1111� 11�, ■m�lll t ■ ■.�1111� ' 111 ■ ■ ■m� 111 ■■ ■.0111Cl■■mm1111l ■■ 1 , 1111i■■mmillll■■m�il111 ►,,mom 1■■.mm111�■. 0 IIII� ■ ■m�llll�■ ■mil 11i■ \1mM1111I■■mM1111l■■�M 11111 ■mmllll� ■■ �I111 ■..M 1 ■mmlllll■■mm , =i ll ■mMNI DUMMIES 11■:mE11110 ■ONE 1111l■:m ■ ICC1 . . 111 11I■■mMlllll■■m�s ■mWlllli■ ■a1m1111I ■■m011111■■ IIC ■ ■m l 1 11111 t0 ■m =11111 ■0 C0 , lll■■■mml 111 ■■mslllll■■m= ■.m�11111 ■..� ' llll■■■ mm1111. ■■.M1111l■■m► =ll HIRE= i;■:miiii;■■iMN iiii■mmiiiii■ ■■m�1111 ■ ■iMNIII ' 1111■■■m�111��::: 111�� ■■ ■.C11 i� ■ ■mC 1111 ■ ■. ■:..111 IIl1C ■ ■m�llll� ■..� 11 \I I �■ ■mill It ■■ ■��1 C::m111M111�� ■ ■�C .111.C::m�111CC ■:mm1111� ■ I CLIENT. BDG Architects = Clearwater, Florida FILE: DES 035056 ORIGIRAL REVS JAN 02 2001 CITY OF- CLE - . ATEp ' -,;_ 144 _.47 RECEIC20 m a j2 2007 _ 0 G7 0 PLANWIG DEPARTiMENT Ln " OF CLI�ATER c a oa II co �•. I r- 0 46 4 Z � • //,g9. I I A4 mmr°1tr a..r em: A Auss er-ao f ,(�• i� N )71Y gFII •: 1 0.15 y "(• 0' Y 4 °,✓ ► "D \ • ._ 4 -.; In yU Q 9 nn �• 4 +% J C qq CatF �vrw _yY' crmnn . .r ii {�' s em+ucNwJ ,• �' w d �, � : «..+arlxilj s0 tr ur my SEWLE BOULEVARD — nnem -rmea �r a,e me' ar.. lwr mm I r' CAD FILE NAME: N: \ACL7WIN \PLATEI \035058.DW0 DATE: 2/19/D4 CAD ENGINEER SHEET TITLE PROJECT NO. R.D.B. / F.J.D. BORING LOCATION PLAN DES 035058 PREPARED BY PROJECT NAME SHEET NO. BDG OFFICE BUILDING 2611 SEVILLE BOULEVARD PLATE DRIGGERS ENGINEERING ER O TED CLEARWATER FLORIDA Horthshle Seville Corporate Center 2611 Seville Boulevard FSD2008 -TBD NES Project #743 Civil Laird Planning Due Diligence Reports Re- Zoning, Land Use, Annexation Stormwater Management OR11GINAL Utility Design REMI Traffic Construction Administration JAN 02 2001 PLANIU M 1 AMEMEN CITY OF CLEARWATNI ENVIRONMENTAL — STORMWATER NARRATIVE The proposed design provides 4:1 slopes along the west and south sides of the pond with vertical walls on the north and a portion of the southeast side of the pond. We offer the following justifications for the use of vertical walls along two sides of the pond: The irregular shape of the lot creates a unique hardship for development and design of the pond as the contours require placement of the pond in the rear of the site. The irregularly shaped parcel is platted and was not created by the developer. 2. There is no positive outfall for stormwater runoff from this site. Additionally runoff from this site historically drains onto private property. The City's stormwater management design criteria for a site with these constraints, requires attenuation for the 100 -year design storm. Using a return frequency of 100 years rather than the standard 25 -year return frequency demands an additional 25% of storage volume. The lack of a positive outfall is a hardship not created by the developer. 3. A 50' easement runs through the platted parcel and contains a St. Petersburg water main; this easement provides additional challenges for development and design, this hardship was not created by the developer. The proposed design will provide the site and community with the required water quality and attenuation, while making the best use of this unique property located on Seville Boulevard. For the reasons stated above, installation of a pond without vertical walls would place undue hardship on the developer; therefore we respectfully request approval of vertical walls on the north and a portion of the southeast side of the pond. NES 743 12.27.2007 RMR PO. Box 4948 Clearwater; FL 33758 -4948 tech @northsideengineering.com 727 443 2869 Fax 727 446 8036 Return to: Jan Bessellieu Sunbelt Title Agency 22`vt.4th Street North " St. Petersburg, FL 33704 03- 421127 OCT- 1 -2003 5:57Pn PINELLAS CO SK 13113 PG 1355 cO Corporate Warranty Deed This Indenture, made this 26th day of September, 2003, Between DURBAL INC., A FLORIDA CORPORATION whose post office address is: 14115 63rd Way Clearwater, FL 33760.. '< a corporation existing under the laws of the State of FLORIDA, Grantor and BDG PAOPMIES LW - whose post office address is: 2611 - Seville`$ly Clearwater, FL 33764 Grantee, KARLEEN F. DE BLAKER, CLERK OF COURT PINEIKAS WTI, RMIDA M) & -Rg 3C222949 10- 01-- ..`7003 17:57:26 JAG 51 DED -BDG PROP 000000 I #:0342112`'7 BK:13113 SPG:1355 EPG:13 T, RECORDING 003 PAGES 1 $15.00 DOC STAMP - DR219 3 $2,310.00 TOTAL: $2,325.00 CHECK PMT. TOURED: $2,325.00 CHANGE: - $.00 B9 _ _ DEPUTY CEO( _ - ORIGIN X . RECOM Witnesseth, that the said Grantor, forand in consideration of the sum-of ( TEN & NO /100 ) Dollars, to it in hand paid by the said Grantee, the receipt whereofis Hereby acknowledged, has granted, bargained and sold to the said Grantee forever, the following described:: land, 'situate lying and being in the County of PINELLAS, State of Florida, to wit: SEE EXHIBIT A ATTACHED HERETO,... Subject to covenants, restrlctions.,_ah easements of records. Subject to taxes accruing subpgqugnt to December 31, 2002. Parcel Identification Number <17129116/00000133010200 And the said Grantor doeshereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsogver. In Witness Whereof,, the said Grantor has caused this instrument to be executed in its name by its duly authorized officer and caused its 'Co.rporete seal to be affixed the day and year first above written. Signe �d�S�eated in �. r re ce: WitnessP`rirtt`Name:: >n Wifne Prinf Name: Jan Bessellieu State of Florida County of PINELLAS IL INC. LF S BO T R RESU E The foregoing instrument was acknowledged before me this 26th day of September, 2003, by RUDOLPH SWOBODA, SECRETARYfTREASURER of DURBAL INC., A FLORIDA CORPORATION a corporation existing under the laws of the State of FLORIDA, on behalf of the corporation. He/She.is personally known tome or has produced DRIVER LICENSE as identification. PREPARED BY: Jan Bessellieu Sunbelt Title Agency —_ . . - _ - 2201 4th Street North NOTARY PUBLIC (signature) St. Petersburg, FL 33704 Print Name: - REG oR219 I 4 PIC - } CK B,AL CHG AMT Jan Bessellieu MYCOMMISSION,# CC927947 EXPIRES JUne28, 2004 BONDED 7H RU TROY FAIN INSURANCE, INC AN G 2 2007 PLAW G DEPARTMENT C'7! Cr' CLEARIWA 'Ee q3 Re FILE NO. 768030687 PINELLRS COUNTY FLR. EXHIBIT A OFF . REC . SK 13113 PG 1356 FROM THE SOUTHWEST CORNER OF SECTION 17, TOW -iq HIP-,29 SOUTH, RANGE 16 EAST, RUN NORTH 1 DEGREE 03 MINUTES 04 SECONgS' EAST ALONG THE CENTERLINE OF US HIGHWAY 19 NORTH (ALSO BEING THE WEST'LINEOF SAID SECTION 17,760 FEET); RUN THENCE SOUTH 80 DEGREES 57 MINUTE$;02-SECONDS EAST ALONG THE SOUTH EASEMENT LINE OF SEVILLE BOULEVARD 4SEE pFFICIAL RECORDS BOOK 3051, PAGES 586 -587, PUBLIC RECORDS OF PINELLAS:COgNTY; FLORIDA), 400.00 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE SOU TR-88 'QEGREES 57 MINUTE 02 SECONDS EAST, 244.36 FEET; RUN THENCE S€�UTH`$6 DEGREES 29 MINUTES 07 SECONDS WEST ALONG THE NORTHWESTERLY LINE OF PLAT OF SEVILLE CONDOMINIUM I ( SEE CONDOMINIUM PLAT OOK..5.,:PAGES 1 -5, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA), 119.61 FEET;;RUN THENCE SOUTH 1 DEGREE 02 MINUTES 58 SECONDS WEST, 120.23 FEET; RUN: THENCE SOUTH 53 DEGREES 30 MINUTES 53 SECONDS EAST 33.31 FEET; kUN'tHENCE NORTH 88 DEGREES 57 MINUTES 02 SECONDS WEST, ALONG THE NORTHERLY LINE OF THE PLAT OF SEVILLE CONDOMINIUM 4 ( SEE CONDOMINIUM PLAT BOOK 7, PAGES 55 -59, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA), 126,45 FEET; RUN THENCE SOUTH 36 DEGREES 29 MINUTES 07 SECONDS WEST 130.kFEE.T, , RUN THENCE NORTH 01 DEGREES 03 MINUTES 04 SECONDS EAST ALONG ALINE EASTERLY OF AND PARALLEL TO THE WEST LINE OF SAID SECTION $,7, 341:2 :,f:EET TO THE POINT OF BEGINNING. ORIGINAL RECD JAN 02 2007 PLANN G ARTS+" NT CIIYOF CLF 'AT ER 21-SEP-2003 17:13 VON:FA. SCHLEGELP OEHRIN +119 7941 916089 AN:SW09S Sep 21 03 113253 RUDOLF G. SWORODA 727 - 302 -11528 P.1 6ap-19-63 FRI 02:SG PM c.E. URETT CO. t T2.-7-S*MT609 is PINELLMS COUNTY FLA. avens 1"T1%V nV. OFF .REC.SK 13113 PG 1357 110ARD01POMMORS I 1, Mznik&'VoK Vice Pre6ldvt respwhy.1y of VwW, and existing under and by virtue of the Law; of the Stole of M?w ",0e66,w* that at a inecting afthe-Board of Dirwompf aid CMMOM 4* cgcd&W bold in the City of Qg�MMC&M wax prnant and med. TU fait wMg mwMi;au*od"W -whaca4 it is to the brat it of the corporation to s4 ft following de%4 c4 "woo" wy 2611 Seville Mmt, Manwer, Ek" wow. therefore, bi it efiolsred;; 111st Itudol rswf*,dp, SacwaryaftasuraVith tdiWratim rM that Rudoyswdbo& is Uriby. toil oozed Mw dfivoted. Cofp0mum #* WwVMy Dead W otba *mmnts as may b&:nec'etwy 4-;-prQper in " into tWoot iNs %,Vc fintha, Lvah - Directon at which the foregoing Rewkfow wan z&pwv�"- **dy cued &M hold in wm&scev.nth the Oww o WM "" �� MM XM(vtW has M been tiscuWad or VW BYLAWS f "ipmOog Dated at ¢ y jq this day of SV?m*w, 2DO. I ORIGINX RECOOD JAN 0 2 2007 PMOIG DEPARTMENT CITY OF CLE, fEP ur �� /LVYV iY••tV a't1{a • "•j Wjuua •9 X07 INST 4 98- 248580 P tNELLnS COUNTY FLA , PLAN"-, lid � [ ?{� � �-�� Y 1, t99e II:53AM gFF'.REC.BR lOtSt PG t78a CITY CLE, i 6 � Ttda 1•eastroatmrPtepare:t by (& Rown ta): •� Rd9EATS�SCJitJMAlt�p.SQI1Qtfi eoaEY, SmiQt. Schuucr 4CIp33 NJAM BEIi 96 U6111E L•," 401 L Jactcsm SwbM s dte 2700 �p� � �T aagn, Florida 33602 JUTAU ; �• PAP 1.� GIEGIt AIILtI ��:� RW MC L)ECLARATION OF RECMROCAL E'i.41; M - •This Declaration of Rwiprocal Easemmis is made this Y of Juar:, 1998, by ; .ME WU"'AM 0- SENNM and CAROL SUE BENNM. husband and wife ("GecWann. h. WFMREAS, DeoiMant owns foo simple title to That certain parcel of real prvpetty locared in i Pinellas County. Florida and described id, Exhibit " A" attached hereto and made a part hereof ( 'Parcel A' ); UVHi?t'iF. . Declarant ar4o owns fee simple title to Ibaz tennis adjacent pamol of neat t property described in Exxjubit B' attached h=jo, and tide a art hamr "Parcel B"). To ` d �� p ( Parcel A and Parcel B tray be sometime h;reia referred to together as the "parcels "� �, - . WEE is A S. Declarant intends to sell or atberwisc transfer tide to Panne] A and Pa=l 8 and r I7ech=t bas dOMMined that is coiocdon tbeoewith it is tureessry and desirable io Create terrain ^`at: easements over and aerosa each of the Pare cls for the benefit of the othm to reasonably permit: vr-hicular and pedestrian access across and through each i'arr:el f stn the 01her. i Y. . NOW THEREFORE, iA consid=don of the promises and recitals set 16rth hcttin, the adequacy of which is IL Mby acknowledged by the DecL%-gn% Declarant does h=by a&= as follows: (- $ The above recitals are true amd cpzrt ct and art ineorporwed herein by this refereucc. � 2. Granto_FF=XM lit order to more effectively -m*ct sellanddevelopthaft=, Pcalarant hereby gSdnts, rt swves and creates the fallowing descn3ai CUMMEZIM over. across and miderthe PareeLs as Followw a- Psr�6 Faseenen Deolttrrm hereby grants, tes¢ves and ctratim hr the benefit, of Parcel 0. a perpetual. no"'mclustve casement RM pedestrian and vehicular snows over, acxvss and under all aceessways, driveways, miran teai. aidewartks and _•onus• impmvemeots ("Access f Up;rivemenW) now at in the Inture constructed upon Parcel A_ -�•+ ,::t •}r' _ `- �� :•tom, ! r r�r. .T.•i:r; r: _ » : ,01 it r=t."".'�'i;'". ^,as$� :l'�„'t s• ... �'�. =i,5. :��r' � t�, ��; "�, .'•�1:�1*,{r r' �. ...++�+.� ssazr�ptdon: Pdatullag,PL Document -8aok. Page 10152,1 ?2,2 Page: 1 pie 6 irder: 322991 emimant:: vas cxi cuya auk xn rna t 4 r � t r: i PINELLAg COUNTY FLA, 0FP.REC.8K 10151 PG 1723 b. 2=el B Easement Declarant hereby S=t% reserves and creates for the "- 3. S, nstruetfaaoflrmrmvetnents. The owner ofeither Marcel A or Parcel B shall have "= the tight from tuna in time to construct driveways and similar improveracats at or along the bouaedary between the respective ?=*is to connect the Access Improvements located on Parcel A u;ad Parcel B. The expenses ofany such Improvements shall be home by the patty causing saute to tee constructed. All woashall comply with the provisions of Paragraph Z above. The party causing smell improvements to be. couMcted shall notify the owner of the other Parcel in writing prior to Gmlmencfag such work. 4. Except as Specifically set fonh hOMia, nothing in this t;tcclaration shall limitehe use ofeitherParcel orrequire eitherPorcel to bedeveloped otredeveloped in any specific manner or for any specifie use; provided that the owners of Parcel A and Parcel 13 rihall at all times reasonably cooperate one with tba other to Insure that access between the Parcels la provided and maintained for the benefit of both Parcels. S, Lidda!* This is not an easement for parking. 6. ldaiIItt;=u The owner of Parcel A and the owner of Patted 8 shall cub be rMormblo for maiuttking any and all Access lmprovetrients located on its respective ParceL All Access Impruvnnents shall be maintained iu goW and safe condition and in accordance with any Std all applicable permits mid approvals, codes acd regulations. In the event that the ownerof either If'areel dtall Etfl W maintain the Access Improveutents located on said owner's ParceL and such 1 laifare shall leave a material offect upon the owner of the other Parcel's use of said Access rYJL'7S s:a 2 10 010 (ORIGINAL tw• ,�- RVV t 4V' CITY M CLERMTER ' , .w .J� ?]•3 ��i, •rte.. • . enartpt;[ou: P3 ouZlas,FL DCGument -Bock. Psge 10151. x7.2.2 Page; .7 o d rder: 9.7,2991 Cormeatt t yM• b*nefit ofParcel A. a perpetual. non-exclusive easement for pedestrian and veblcular two= oveZ, SUM and under all Aceen Improvements now or in the future cottsuuraed upon parcel B. It is the t Tress purpose and intent of Declarant to permit access f am and to Pate! A. to Seville Boulevard at a point aligned with and adjacent to the costing median cut oa Seville Boulevard (or any modified armloeared median cut as may fnam time to time adst). Further, to the extent necessary to cbmia arxess to said modian cut the ownerorPatnel A may, but shall ant be cequir4 at its sole expense ' K irad upon written► notice to the owner orftael B. construct such additimal Access improvements, '= itteludlog an caroce onto Seville Boulevard, as may be reasonably requited to permit vehicular and ` pixlestdam traffic to access said median cut directly fmm Parcel A through Parcel B. All such work will ba completed by lieenscd conn;wrs pursuant to properly issued permits and approvals (with t :. rnspeet to which the owner afPaxd B agr= to execute any and all permit applications areocsoms ac may be reasauabty requested by the awnar ofPaccet A). All such worst shall be wtnpattWe with " e:dsting Improvements on Parcel B. The ownerof Parcel A shall not panic any construction lira w, be Bled with respect to such worst and shall timely pay all contraeton; subcontt$ca and suppRem All such work sball be performed in a manner so as to reasonably minknim the inconvenience to the avmerofParcel 8 and said owner's taunts and iavirees. "- 3. S, nstruetfaaoflrmrmvetnents. The owner ofeither Marcel A or Parcel B shall have "= the tight from tuna in time to construct driveways and similar improveracats at or along the bouaedary between the respective ?=*is to connect the Access Improvements located on Parcel A u;ad Parcel B. The expenses ofany such Improvements shall be home by the patty causing saute to tee constructed. All woashall comply with the provisions of Paragraph Z above. The party causing smell improvements to be. couMcted shall notify the owner of the other Parcel in writing prior to Gmlmencfag such work. 4. Except as Specifically set fonh hOMia, nothing in this t;tcclaration shall limitehe use ofeitherParcel orrequire eitherPorcel to bedeveloped otredeveloped in any specific manner or for any specifie use; provided that the owners of Parcel A and Parcel 13 rihall at all times reasonably cooperate one with tba other to Insure that access between the Parcels la provided and maintained for the benefit of both Parcels. S, Lidda!* This is not an easement for parking. 6. ldaiIItt;=u The owner of Parcel A and the owner of Patted 8 shall cub be rMormblo for maiuttking any and all Access lmprovetrients located on its respective ParceL All Access Impruvnnents shall be maintained iu goW and safe condition and in accordance with any Std all applicable permits mid approvals, codes acd regulations. In the event that the ownerof either If'areel dtall Etfl W maintain the Access Improveutents located on said owner's ParceL and such 1 laifare shall leave a material offect upon the owner of the other Parcel's use of said Access rYJL'7S s:a 2 10 010 (ORIGINAL tw• ,�- RVV t 4V' CITY M CLERMTER ' , .w .J� ?]•3 ��i, •rte.. • . enartpt;[ou: P3 ouZlas,FL DCGument -Bock. Psge 10151. x7.2.2 Page; .7 o d rder: 9.7,2991 Cormeatt t yM• UU 144; LUUd 1Uj,Hv ,rAA • • .WL• Y �._ �. ..r +y. �.. .mss �,� � •` 111 .y t WJ V11 PINELLAS COUNTY - FLA. fGIM OF'F• REC. Atc JOJSI t'G 1724 • _RECOM era�isris.a 3 Desar3pt; ,jon: Pirallas,FZ Document -Book. Page 10151.1722 Paga: 3 of 6 Order: 322991 Co=ent:; gMprovcmen% they rhoown=aj1bcwd thwbyob2l1 have the right to go upon the other passel, up" ttraintertance. Upon completion �� Q 2 1007 rm (10) days written antic c and at trsanablg Oates, to effect Such ofsuch mamtcnance. the party perfomting Slab work shall have the right to d@saad reimbursesneat has berm which deosand shall be in RAW �� ?r9�� RENT t lirolit the Owner of the I?tdtel upon which such work performed Noting and shall be accompanied by written evidence of the caSM iacrnrcd. If the owner of the '� ' �� C� t `;�;" �R :; a.• ?amel upon which such work has been done fails to reimburse the owner performing such work within thirty (30) days frosn the receiptofsuch demand. the amount tbaeofshall bear {tttaest nc the _ rata of eltber elghteea pucmt (18 %) par Um mt Or the highest contract rate allowed by law. work shod hnve the tight thereafter to colicOt said wblehevcr is less. and Jhc ownerperfomting such rc(mbtustment by appropriate action at law. �- = ' dcn:wcd�hallbe tool, 7, �.d�iEag• Tito easaaents herein Wanted an p� shall tun with Ills land and shall benefit the owners of the 1`12500d" Pdtcelg, their succmsors+ = assigns. tenants and Invitm. rT� �- o ' 13. v�,g' y�. This Aeefata;ma shaA he constiN ed and enfamcd in occcrdanct with •: , the laws of thl7 Stara ofFlorida, ' 9, [a the, event of any violadoa or tbrrattned violation, by an owner, of the terws, coves mts and eomditions of this Ae�cluMt(Orr, � tcnent at oeeupanc of either Parisi of any the of the ashes Parcel shad have the right, but not the obligation, w enjoin Bach violation or i owner thrrattned violation in a court of aoropetent jutisdicdon in pinellas County, Florida. The right of igjWtttian shalt be in additionto say and all other remedies undcratatuM at law or in equity or under r ` �• UtISLieClaratiaw. �'.. 10. hW 1 Public ❑ediection. Nothing heroin contained shall bit deemed w be a gift or � dedication ofany Po rtion ofeither Pawl desetibed herein to the general public or for gc CVW public purposes wh2ISOever. it being the intention of the parties that this Declaration shall be stdcdy limited �. to and for the purposeshercin cxprcwed- Nothing herein. however, shall Pn ve7ttihe owner ofeidrer Improvements located upon said owner's Parcel now Orin the future _ Parcel of dedit�ng any Access for public purpo= so lung as slid dedication does not [metfem with the rights of the patties herewtder. i 11, �Io third Pam 13�et eficiaa�. The provisions of this Declaration are for the exclusive j benefit ofthe present and future Owuats OfParcol Rand Pmrxl H, dwir heirs: successors, grantees, assigns acrd u:taats, dad Sot foe the benet3tofany third person, narshatl this VerlardrfaG be dainod to have coufmad onyrights, exptemied or implied, upon any third person. 12. BZwOdy, tf any term orprovi* nof this peclmdonor the opplicationthet eof shall. to any extent. be irwalid or uocnibrceable; the temaindtrof tlrie to any person orcircumstancc Deolaration, or the application of each. sectors Or provisions to persons or c rcumstancts Other than era�isris.a 3 Desar3pt; ,jon: Pirallas,FZ Document -Book. Page 10151.1722 Paga: 3 of 6 Order: 322991 Co=ent:; r L r .W 9 _ F) rNKL.LHS COUNTY FLA . nF'F,Rt C.t3K 10151 FG 1725 those as to which it is invalid or tmeui`orcuble 964 not be a[feeted thettby. and Mach t m or prov&f1oA ofthis Doolmdon small be valid and Aa11 be enforced to the fbDest edeat penmitad by law. 13. Mcdifimfi= Tbis Declaration shall. not be mmiMed fn any respect wh"ever, or tesanpdcd, in whole or in pact, except by the wdttea eomnt of the then owner of each Parcel duty axecuted. acknowledged and o=rded in t11ts Public Records of Pinean County. Florida. 14. Munk= Tile easelaents gtaated by this Decfaradon shall cond u e and shall not mmVwitb the fee Maio of tither PAWJ as a remelt ofDecfuaa'army third patty owning the foe titfq to the above Pmal A cad Paw B unless said owner small record a tendwition of this Deofarmion in the Public Retards of Pinellas County, Florida IN WITNESS WtdRF OKDoolmunt has made and excmW this DeolorWoa the J (d day of Euh1� ,,,1998. SigoOd, sealed and dclivemd In the presence of: (Sip ) WII.WAM 0. BHNNETt' It � m GAKQL SUE BM N= Pint Namm 03T4 %7jU7sm=1 a i-V M am DesorlptUom- Fimallas,rZ DoaumenC -Book .8age 10151 1722 Page: 4 of 6 Order: 922991 Ccittrmeut: WJ V1L G MOMENT A yV/L',I LV �V 1V•VV 1'f1A • 11Ir � V I J xz ~' ORt • P 1NEI.L Rs cauNrr Ft.A . RE STATE OF FLORIDA } t7Ft''tti c •91r 10191 Pe 1786 4 JAN COUNW0� rf S } (? 2007 PLAWAN I HEREBY CERTWY that on Us day, berate me, an officer duly authorized in the State araresaid and in the C aforesaid to take aeimowled �B� •�'"`•'� , C� �Y gtttmts, dtG Coxegaing insuvuteat was acknawledged berate ate by WIi,T.tAM 0.8 f=Iy and voluntarily. He is personally Imown to me orwho Baas produced ff 110 - ±.¢was Wentificadau. �WM4WS my hand and o>Echd seal in dw County and State last aibresald this 4& day of ' otary t r w Typed, printed or stamped name of Watery Public My Commission Expires: STATE OF FLQ j COUNTY OF ' 6 I HEE,F.>3Y CFATIFY that on this day, before me, an officer duly authorized in the Stato t afareWd and in the County aforesaid to take acknowledgments, the fan -going instrument was _ acknowledged belbm =by CAROL SUE BENNEIT. f+eely and voluntarily. She is personalty _ known to me orwho bas produced E&_,A 1 aws Lim identificuron. i WITNESS my hand and oiVchd 5ml in, the County and State last aCoresaid this J day of __01r ¢ .1998. 9* ' 1 Typed. prfated ormmpcd name of WoWy Public . My CaBLm;eciaA. F�pjrl�t [�` 1 ' ( n � `r .�an'1 �5H.r.. ,. ': rSt�; :.�h'. �-r ��+' I J_r s -� r• j }:.SFtiy {c�J ..+' .;r ._. ..! r.1 - - ..rl•''..i ZA J'� •i,Jr:. ` iZ`I: ; t.• . .'• ii'L"r'.v./i .ri L � . ..' +, � •t ; ` - r'^� .�+r� 'n�. _r a�t.+ � � ¢r ''.( 'c}.- rte' +'.^:_ •T _ ; 1 .:..� � L%Z�f2 �°_,' , .,ta •' A ,• ;r,:,�wi +.rT :r.' i Dagcripelon: P.Lria22ae,PL Document -Book. page 10152.2722 Page: 5 of 6 Older: 322.991 Chimment: I VO /L•tJ LVVV 1VrVV ,'ilb •� � �U1� r ` •4. . �� 1;ra�, +7: .; f:i.,ti „^�'R` "'r�'�'y� I WE i. :••�f va ;1, °'• - A � CrAp rMt_t_gS COUNTY FLA e c$.81C 10159 PO 17ap T.pAt75Tritr , Descr,ipti.osas Pri.ua.11as,FL D:ocumene- Zook.Pago 101-51.1722 Pager 6 of 6 ardor: 3+22991 Comment: ' offiel "L EAR -A„ -" AN 02 j1,9. 19 FEE SIi1!ML.E PROPERTY CITYOFC - The Northerly 250 feet of the 3o*trly 760 feet ofthe Wcstealy 400 tt, feet of" Southwesterly One - Quartet' of Section 17, Township 29 South, Range 16 East, Pinellas County, Florida, less rho Westerly 900 f=t tbeneoffor Right of Way of U.S. Highway 19 South. t Also described as- From the Southwest Cotner of Section 17, Township 29 South, Range 16 East, tan South 88 degrees 5702° East along t6a Southerly line ofsaid Section 17,100.00 feet; theme North :. 1 degree 03'0M1" Ease, Plan& the FaSltetljr tight of wary line of U.S. Mghway 19, (end parallei to the Westedy, lice ofsaid 5estiwt 17) 250 feet to an ban pia; thence continue North 1 degree 03'04" East 260 feet to a paint which point is the true Point of Beginning; thowe continue North i degree 03104' East 250 feet thence tan Sosah 89 degrees 5702" lest 300 feat to a PO4 thence tray South 1 deg= 03104" West250 feet' thence curl North 88 degms 5702" West 300 feet to the true Point of Eeginaiag. ..a Pte" Al` M PROPERTY From the Southwest camerof Swdon 17, Township 29, HwIle 16 East Ran N.01 deg. 03'04" E. along the centerline of U.S. Highway, 19 N, also being the west line of said Seation 17, 760 feet; Run thence s. 81$ deg,. 5702°F along the South easement line of Saville Boulevard (See Ofi'ieial RecotdS Book 3059, No 586587, Public Records of Pinellas count, Florida). 400 teat fora Point ofBeginniag; thence continue S. 89 deg. 5702"E. 244.36 fteq am thence S. 36 deg. 29'07 "W. along the Nocthwestaly lisle of*c Plus _ of Saville Candatniniurn 1. (See Condo-W= Plat Book 5, Pages t-5, Public Records of Pinellas County, Flarida),119.61 feet, Run the= S. 01 " Deg_ 02'58 "W., 120,23 feet; run thence S.53 deg, 30'53"E, 33.31 feet tun thence N.88 deg. 5702"w, along the Northerly lines of the Plat of Sevillc Candominbun 4 (Sea Condomizil mr Plat Book 7, Pages 55-59, Public Records or Pinellas Coutaty, Florida), 126.45 feet; nor dmco -, S.36 deg.29'07'W,130.58 feet rtmttie we N.01 deg.03'04`ly along a lim easterly of and parallel to the west fine of said Suction 17, 34319 feet to the Point of Beginning, T.pAt75Tritr , Descr,ipti.osas Pri.ua.11as,FL D:ocumene- Zook.Pago 101-51.1722 Pager 6 of 6 ardor: 3+22991 Comment: ' offiel "L RE AN 02 007 CITYOFC fi t ,y .p T Line Items: Case No Receipt #: 1200800000000000012 Date: 01/02/2008 Tran Code Description Revenue Account No 1/2/2008 11:48:23AM Amount Paid FLS2008 -01002 Fire - Prelim Site Plan 010 - 342501 200.00 FLS2008 -01002 03 Flex Std - Commercial 010- 341262 475.00 Line Item Total: $675.00 Payments: Method Payer Initials Check No Confirm No How Received Amount TASk Check BDG PROP LLC R D 1288 In Person 475.00 Check BDG PROP LLC R D 1287 In Person 200.00 Payment Total: $675.00 CJ THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cRcccipt.rpt Page I of 1 �r _ .._.: a PLANNING DEPARTMENT June 6, 2008 Ms. Renee Ruggiero 300 South Belcher Road Clearwater, Florida 33765 CITY OF CLEARWATER 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 Re: FLS2008 -01002 - 2611 Seville Boulevard Dear Ms. Ruggiero: This letter constitutes a Development Order pursuant to Community Development Code (CDC) Section 4- 202.E. On February 7, 2008, the Development Review Committee (DRC) reviewed your Flexible Standard Development (FLS) application for a 10,000 square foot office building with a reduction to the side (west) building setback from 20 feet to 15 feet, pursuant to Community Development Code Section 2- 1003.F. The DRC APPROVED this application based upon the following findings of fact and conclusions of law and subject to the attached conditions of approval: Findings of Fact. The Planning Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: 1. That the 1.128 -acre parcel is located on the south side of Seville Boulevard, approximately 300 feet east US Highway 19 North; 2. That the subject property is located within the Office (0) District and the Residential /Office General (R /OG) Future Land Use Plan category; and 3. That the O District specifically authorizes office uses and makes provisions for a reduction to the side setback. Conclusions of Law. The Planning Department, having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal has been found to be in compliance with the applicable Standards and Criteria as per CDC Sections 2- 1001.1 and 2 -1003; 2. That the development proposal has been found to be in compliance with the Flexibility criteria for an office as per CDC Section 2- 1003.F; and 3. That the development proposal has been found to be in compliance with the General Standards for Level One Approvals as per CDC Section 3- 913.A. Conditions of Approval: 1. That prior to the issuance of any building permit, all outstanding Land Resource comments must be addressed; 2. That prior to the issuance of any building permit, a copy of a recorded easement will need to be provided to allow for the encroachment of the existing parking area (eastern neighboring property) onto the subject property; "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" June 6, 2008 FLS2008 -01002 / 2671 Seville Bouleo Page 2 of 2 3. That prior to. the issuance of any building permit, a copy of a recorded sidewalk easement will need to be provided; 4. That prior to the issuance of any building permit, the site and landscape plans must be revised to depict the concrete a/c pads; 5. That the final design and color of the building shall be consistent with the architectural elevations submitted to (or as modified by) the CDB, and be approved by Staff; and 6. That any /all future signage must meet the requirements of Code and be architecturally integrated with the design of the building with regard to proportion, color, material and finish as part of a final sign package submitted to and approved by Staff prior to the issuance of any permits which includes: (a) All signs fully dimensioned and coordinated in terms of including the same color and font style and. size; and (b) All signs are constructed of the highest quality materials that are coordinated with the colors, materials and architectural style of the building. Pursuant to CDC Section 4- 502.A, an appeal of a Level One (flexible standard development) application decision may be initiated by the applicant within seven days of the date the development order is issued. The filing of an application/ notice of appeal shall stay the effect of the decision pending the final determination. of the case. The appeal period for your case expires on Friday, June 13, 2008. Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562 -4539 or via e-mail at robert.tefft @myclearwater.com. Sincerely, Michael elk, A P Planning Director S :I Planning Department I CD B I Flex Standard (FLS) I Inactive or Finished Cases I Seville Blvd 2611. (0) Approved 2008 06- 061Seville Blvd 2611 -Development Order 2008 06- 06.doc NorthsNe February 25, 2008 Mr. Robert Tefft Planner III City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 RE: FLS2008 -01002 2611 Seville Boulevard DRC Response NES #743 Dear Mr. Tefft: Civil Land Planning Due Diligence Reports Re- Zoning, Land Use, Annexation Stormwater Management Utility Design Traffic Construction Administration ORIOM REM' MAR 0-3 2000 PIANMkWG DWMEw CITY OF CLEWNA,TFr, Listed below are our responses to the Development Review meeting held on February 7, 2008. General Engineering (Prior to Issuance of a Development Order) 1. Acknowledged, please see note on civil sheet C4.1; Site contractor to expose and evaluate 8 inch vitrified clay sanitary sewer pipe with Clearwater Inspector present. Pipe section will be replaced with ductile iron or wrapped for stability if determined necessary. (Prior to Issuance of a Building Permit) 1. Please see revised civil sheet C5.1 for deletion of detail as per your request and replacement with City of Clearwater Index 104. 2. Please see revised civil sheet C5.1 for Clearwater Index 109 Page 1/3. Index as per your request. 3. Acknowledged, prior to issuance of building permit and any work taking place including clearing and grubbing approved permit from the City of St. Petersburg shall be provided to the City of Clearwater for work within the 50 foot water main transmission easement. 4. Please see civil sheet C4.1 for revised water main connections and size of water main. 5. Acknowledged. 6. Gate value provided on both sides of proposed backflow device. 7. Proposed Hydrant is within 10'. 8. See revised civil sheet C5.1 for Index 402. 9. Reciprocal Easement provided with this resubmission PO. Box 4948 Clearwater, FL 33758 -4948 tech @northsideengineering.com 727 443 2869 Fax 727 446 8036 0 • Prior to fire hydrant leads and other unrestricted water lines being brought into service: Items 1 and 2 are hereby acknowledged. OINNL Prior to Issuance of a Certificate of Occupancy: RED Items 1 and 2 are hereby acknowledged. NaR 0-3 2008 Environmental PLANNING WFty . CITY OF CLE1;pw, , 7 1 Acknowledged, Asbestos Survey required prior to conducting demolition or renovations. Fire 1. Please see revised plans; dumpster has been relocated 10' from structure. 2. Please see revised plans; fire hydrant has been relocated to western edge of building along Seville Blvd. as per your request. Land Resources 1. Trees 25 and 96 are shown to be removed on civil sheet C4.1; removal calculations have also been revised, please see revised plans. 2. Tree Preservation Plan prepared by a certified arborist provided. 3. The canopies of all trees to remain provided on all plan sheets as per your request. LandscapinE 1. Please see revised landscape plan which provides a tree in island west of the ingress /egress point. Parks and Recreation 1. Acknowledged, Open space impact fees are due prior to issuance of building permit or final plat (if applicable), whichever occurs first for sites over an acre of land. 2. Site Data table has been revised to provide the square footage of all existing structures on site. Stormwater 1. Retaining walls have been revised (in some cases deleted) as per our discussion in several meetings. 2. Historical flow lines have been provided on plan. 3. Linear feet, beginning and ending points of vertical wall provided on revised civil sheet C4.1. 4. Please see provided sections on revised civil sheet C4.1 for information as per your request. 5. Please see provided sections on revised civil sheet C4.1 for information as per your request. W 4 0 • 6. Please see provided sections on revised civil sheet C4.1 for information as per your request. 7. Please see provided revised Stormwater Report. Prior to Issuance of a Building Permit 1. Please see civil sheet C4.1 for revised grading of parking lot. 2. Spillway has been removed from design and therefore detail no longer required. 3. Approved SWFWMD permit will be provided upon receipt. General Notes: Items 1 and 2 acknowledged. Solid Waste No comments Traffic Engineering Items 1 and 2 acknowledged Planning 1. Acknowledged, a copy of the recorded easement will be provided to allow for the encroachment of the existing neighboring parking lot to the east of the subject site will be provided. 2. Please see revised site data table for existing site development information. 3. Acknowledged, prior to the issuance of any building permits the civil plans will be revised to depict any proposed concrete a/c pads. 4. Please see revised civil sheet C3.1 for walkway from building to dumpster location as per your request. 5. Acknowledged, prior to issuance of Certification of Occupancy recorded copy of easement for sidewalk will be provided. I trust you will find this information sufficient to respond to the outstanding items for the issuance of the Development Order. However, should you require additional information or clarification, please feel free to contact me and I will respond immediately to any additional information required. Thank you for your assistance. Sincerely, Renee Ruggiero, Project Planner NES #743 DRC response 2.27.08 RMR/rmr cc: NES File 743 OkONA. RED MAR 03 2000 PLMNING D%P1ARaidlENI CITY OF CLEAR'NA,TF.' NorthsMe 16, 1 - .5MA&" LETTER OF TRANSMITTAL Date: February 28, 2008 To: City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, Florida 33756 Attn: Robert Tefft, Planner III Reference: Seville Corporate Center 2611 Seville Boulevard NES #: 743 We Transmit: () Enclosed () Mail () Pick -up () Under Separate Cover O Courier (X ) Hand Delivered () Per Your Request (X ) For Your Review & Comment () For Your Use () For Your Approval () For Your Files () For Your Information Civil Land Planning Due Diligence Reports Re- Zoning, Land Use, Annexation Stormwater Management Utility Design Traffic Construction Administration OROINk RED. MAR 03 2008 PLANNING D W Cliff OF CIEARWTFf� (X) Originals (X) Prints O Addendum () Shop Drawings () Specifications (X) Applications () Floppy Disk Comments: Please do not hesitate to contact this office should you have questions or comments regardi ' project. y: Renee Ruggiero, Project PIa PQ. Box 4948 Clearwater, FL 33758 -4948 tech@northsideengineei-ing.com 727 443 2869 Fax 727 446 8036 Copies Date Description 5 2.28.2008 DRC Response Letter 5 2.28.2008 Reciprocal Easement 5 2.28.2008 Drainage Calculations & Narrative 1 signed & sealed 5 2.28.2008 Civil Drawings, Landscape & Irrigation (24" x 36 ") 5 2.28.2008 Reduced Civil Site Plan 8 '/2" x 11" 5 2.28.2008 Reduced Color Landscape Plan 8 '/2" x 11 ") 5 2.28.2008 Tree Inventor Comments: Please do not hesitate to contact this office should you have questions or comments regardi ' project. y: Renee Ruggiero, Project PIa PQ. Box 4948 Clearwater, FL 33758 -4948 tech@northsideengineei-ing.com 727 443 2869 Fax 727 446 8036 P � , ITT OF C LEARWATE R POST OFFICE BOX 4748, CLEAMATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAX (727) 562 -4865 PLANNING DEPARTMENT January 3, 2008 ** VIA FAX: (727) 446 -8036 ** Ms. Renee Ruggiero 300 South Belcher Road Clearwater, Florida 33765 Re: FLS2008 -01002 — 2611 Seville Boulevard — Letter of Completeness Dear Ms. Ruggiero: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLS2008- 01002. 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 Thursday, February 7, 2008, in the Planning Department Conference Room (Room 216), which is located on the second floor of the Municipal Services Building at 100 South Myrtle Avenue. 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.. Sincerely, Robert G. Tefft, Planner III Tel:. (727) 562 -4539 Fax: (727) 562 -4865 E -Mail: robert .tefft(i)naycleccrrl,,ater.corn. FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CAREEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" ALM LETTER OF TRANSMITTAL Date: January 2, 2008 To: City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, Florida 33756 Attn: Sherry Watkins Reference: Seville Corporate Center 2611 Seville Boulevard NES #: 743 We Transmit: () Enclosed ()Mail () Pick -up () Under Separate Cover () Courier (X ) Hand Delivered () Per Your Request (X ) For Your Review & Comment () For Your Use () For Your Approval () For Your Files () For Your Information Civil Land Planning Due Diligence Reports Re- Zoning, Land Use, Annexation Stonnwater Management Utility Design Traffic Construction Administration ORIGINAL RECD JAN 02 2007 MWIM DRAWN! I- N'r I CRY Of CLEA.WMATER (X) Originals (X) Prints O Addendum () Shop Drawings () Specifications (X) Applications () Floppy Disk Comments: Please do not hesitate to contact this office should you have questions or comments regardin project. By: P.O. Box 4948 Renee Ruggi , roject e Clearwater, FL 33758 -4948 Lech@northsideengineei-ing.com 727 443 2869 Fax 727 446 8036 Copies Date Description 1 1 15 1.02.08 1.02.08 12.28.07 Check # 1288 $475.00 Check #1287 $200.00 Flexible Standard App. & Ltr. of Authorization 15 12.28.2007 Warranty Deed 15 12.28.2007 Reciprocal Easement 15 12.28.2007 Survey (1 signed & sealed) 15 12.28.2007 Drainage Calculations & Narrative (1 signed & sealed 15 12.28.2007 Environmental - Stormwater Narrative 15 12.28.2007 ITE Trip Generation (Existing & Proposed) 15 12.28.2007 Civil Drawings, Landscape & Irrigation 24" x 36 " 15 12.28.2007 Reduced Civil Site Plan (8 '/2" x 11" 15 12.28.2007 Reduced Color Landscape Plan (8 1/2" x 11" 15 12.28.2007 Tree Inventory 15 12.28.2007 Architectural Drawings 24" x 36 ") 15 1 12.28.2007 1 Reduced Architectural Drawings Comments: Please do not hesitate to contact this office should you have questions or comments regardin project. By: P.O. Box 4948 Renee Ruggi , roject e Clearwater, FL 33758 -4948 Lech@northsideengineei-ing.com 727 443 2869 Fax 727 446 8036 C ITY OF C LEARWATER J 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 PLANNING DEPARTMENT January 14, 2008 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 2611 SEVILLE BOULEVARD (FLS2008- 01002) To Surrounding Property Owners: As a property owner within 500 feet of 2611 Seville Boulevard, the City of Clearwater Planning Department gives notice that an application has been submitted for Flexible Standard Development (FLS) approval for a 10,000 square foot office building with a reduction to the side (west) building setback from 20 feet to 15 feet, pursuant to Community Development Code Section 2- 1003.17. On February 7, 2008, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determination, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be February 7, 2008. The City encourages you to participate in the review of this application. You may contact me at (727) 562 -4539 or via email at robert.tefftL&mvclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case, which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on February 7, 2008. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearxvater.com. Sincerely, p Robert G. Tefft, Planner III Tel: (727) 562 -4539 Fax: (727) 562 -4865 E -Mail :.robert. to f ftei)m c l e arwater. c orn FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER ® CAREEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" SEVILLE R O ASSN INC 2650 PEARCE DR STE 301 CLEARWATER FL 33764 - 1133 BOOS, SEVILLE ATTN TAX DEPT #33108 PO BOX 711 DALLAS TX 75221 - 0711 ZOM BAYSIDE ARBORS LTD PO BOX 262315 TAMPA FL 33685 - 2315 SEVILLE CONDO 1 ASSN INC 2623 SEVILLE BLVD # 1 CLEARWATER FL 33764 - 1157 PADGETT, ROBERT J 1450 MONTE CARLO DR CLEARWATER FL 33764 - 2804 MC GOLDRICK, BERNARD E MC GOLDRICK, ADELINE B 2623 SEVILLE BLVD # 207 CLEARWATER FL 33764 - 1123 ANTONIELLO, FRANK A 2623 SEVILLE BLVD # 210 CLEARWATER FL 33764 - 1123 VOLLSTEDT, MICHAEL 2623 SEVILLE BLVD # 308 CLEARWATER FL 33764 - 1124 CROSS, BEVERLY J 2623 SEVILLE BLVD # 311 CLEARWATER FL 33764 - 1124 • M BAYSIDE ARBORS LTD PO BOX 262315 TAMPA FL 33685 - 2315 TAHITIAN INVESTMENTS INC 2535 SUCCESS DR ODESSA FL 33556 - 3401 CLEARWATER MALL PO BOX 4900 SCOTTSDALE AZ 85261 - 4900 LEIS; ROBERT LEIS, SHIRLEY A 2623 SEVILLE BLVD # 107 CLEARWATER FL 33764 - 1121 MC DANIEL, TERESE M 2623 SEVILLE BLVD # 110 CLEARWATER FL 33764 - 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1050 JAPANESE GARDEN MOBILLE EST IN 1 SOUTH GOLFVIEW DR ENGLEWOOD FL 34223 - JAPANESE GARDENS MOBILE ESTATE 19709 US HIGHWAY 19 N CLEARWATER FL 33764 - 1006 HYNES, KATHLEEN A 2634 FUJIAMA DR CLEARWATER FL 33764 - 1019 FLUM LIVING TRUST FLUM, ANTHONY J THE 2626 FUJIAMA DR CLEARWATER FL 33764 - 1019 BURBACK, PAMELA S JAPANESE GARDENS MOBILE BORDIER, PHILIP 2627 FUJIAMA DR ESTATE 2635 FUJIAMI DR CLEARWATER FL 33764 - 1020 19709 US HIGHWAY 19 N CLEARWATER FL 33764 - 1020 CLEARWATER FL 33764 - 1006 MOORE, BRENDA RENOLLET, LEILA 5601 GARDEN DR INDIANAPOLIS IN 46217 - 3742 WOOD, ELIZABETH M 2640 NAGANO DR CLEARWATER FL 33764 - 1025 HEENAN, EDWARD B HEENAN, ROCHELLE A 2630 NAGANO DR CLEARWATER FL 33764 - 1025 WHYTE, GEORGE R WHYTE, CATHERINE L 2627 NAGANO DR CLEARWATER FL 33764 - 1026 SCHROTH, HAROLD C SR VIVACE- SCHROTH, CAROLE A 2636 JAPONICA DR CLEARWATER FL 33764 - 1021 GANG, SUSAN L GANG, JOSEPH R 2652 OSAKA DR CLEARWATER FL 33764 - 1003 TONCHAK, VIRGINIA S 2629 JAPONICA DR CLEARWATER FL 33764 - 1022 JAPANESE GARDEN MOBILE ESTATES 19709 US HIGHWAY 19 N CLEARWATER FL 33764 - 1006 ENGLISH, JOHN L ENGLISH, MARGARET R GREENS CORNER BED & BREAKFAST 973 MCDOWELL RD RR 1 JAPANESE GARDEN MOBILE ESTATES 19709 US HIGHWAY 19 N CLEARWATER FL 33764 - 1006 0 BAKER, DORTHA A BAKER, JERRY R 2645 OSAKA DR CLEARWATER FL 33764 - 1028 JAPANESE GARDEN MOBILE ESTATES 19709 US HIGHWAY 19 N CLEARWATER FL 33764 - 1006 JAPANESE GARDEN MOBILE ESTATES 19709 US HIGHWAY 19 N CLEARWATER FL 33764 - 1006 STEWART, SHEILA STEWART, CHARLES 2629 NAGANO DR CLEARWATER FL 33764 - 1026 SCHOOP, ROBERT V SCHOOP, DELL 2634 JAPONICA DR CLEARWATER FL 33764 - 1021 MAMMOSER, THOMAS E 2656 OSAKA DR CLEARWATER FL 33764 - 1003 CLARK, JOHN W THE CLARK, MARIE E THE 2631 JAPONICA DR CLEARWATER FL 33764 - 1022 DALTON, PHYLLIS 2640 SUMO DR CLEARWATER FL 33764 - 1039 JAPANESE GARDEN MOBILE HOME ES 19709 US HIGHWAY 19 N CLEARWATER FL 33764 - 1006 MEANS, KARL 1275 TEAHOUSE DR CLEARWATER FL 33764 - 1004 • JAPANESE GARDEN MOBILE ESTATES 19709 US HIGHWAY 19 N CLEARWATER FL 33764 - 1006 JAPANESE GARDENS MOBILE HOME E 19709 US HIGHWAY 19 N CLEARWATER FL 33764 - 1006 PAGE, JAMES B & LAURA I REVOCA PAGE, JAMES B THE 2644 OSAKA DR CLEARWATER FL 33764 - 1027 MAYER, LAWRENCE R 3108 N 4TH ST ARLINGTON VA 22201 - LINN, LINDA W 2630 JAPONICA DR CLEARWATER FL 33764 - 1021 BRONSON, ABILENE W WARDAN, KAY PO BOX 125 SWEET VALLEY PA 18656 - 0125 JAPANESE GARDEN MOBIL ESTATES 19709 US HIGHWAY 19 N CLEARWATER FL 33764 - 1006 LEE FAMILY TRUST LEE, EDWARD M THE 2638 SUMO DR CLEARWATER FL 33764 - 1039 RUSSO, FRANK 2626 SUMO DR CLEARWATER FL 33764 - SANDVIK, ROBERT J SANDVIK, MARY M P O BOX 175 LA CRESCENT MN 55947 - 0175 BRAUN, CHARLES A 1283 TEAHOUSE DR CLEARWATER FL 33764 - 1004 MARNIE, ANGELINE 1275 S KIMONO DR CLEARWATER FL 33764 - 1024 TRUEMNER, ROGER TRUEMNER, DOROTHY 10288 BREWSTER BLVD S GRAND BEND ON NOM 1 TO 00030- JAPANESE GDN MOBILE EST INC 19709 US HIGHWAY 19 N CLEARWATER FL 33764 - 1006 BOSSIE, JUDITH M 2636 PAGODA DR CLEARWATER FL 33764 - 1029 LESNER,SUSAN GRUSS, VALERIE 2627 PAGODA DR CLEARWATER FL 33764 - 1030 HILL, MARGO 2635 PAGODA DR CLEARWATER FL 33764 - MALLIE, DONNA L 509 E MT VERNON ST PO BOX 302 METAMORA IL 61548 - 7008 BRYANT, JACK L BRYANT, LELA I 1288 S KIMONO DR CLEARWATER FL 33764 - 1023 GATES, HELEN M 1283 S KIMONO DR CLEARWATER FL 33764 - 1024 JAPANESE GARDEN MOBILE ESTATES 19709 US HIGHWAY 19 N CLEARWATER FL 33764 - 1006 CHIONI, ELAYNE 2641 SUMO DR CLEARWATER FL 33764 - 1040 FOLEY, LILA L 2632 PAGODA DR CLEARWATER FL 33764 - 1029 DE GRAAF, CAROLE 2629 PAGODA DR CLEARWATER FL 33764 - 1030 GRAYDON, BRYAN A 2643 PAGODA DR CLEARWATER FL 33764 - 1030 JAPANESE GARDEN MOBILE ESTATES 19709 US HIGHWAY 19 N CLEARWATER FL 33764 - 1006 is SAKEMILLER, CHARLES W 1276 S KIMONO DR CLEARWATER FL 33764 - 1023 JAPANESE GARDEN MOBILE ESTATES 19709 US HIGHWAY 19 N CLEARWATER FL 33764 - 1006 TIERNEY, CONRAD TIERNEY, DONNA 2637 SUMO DR CLEARWATER FL 33764 - 1040 BAKER, JOHN THE BAKER, THELMA THE 7730 E ANTHONY BRANCH MI 49402 - 9611 BRYANT, JACK L BRYANT, LELA I 2626 PAGODA DR CLEARWATER FL 33764 - 1029 TREMBLAY, MARYJANE 2633 PAGODA DR CLEARWATER FL 33764 - 1030 MEYER, HELEN M LOHKAMP, NORMA L 2645 PAGODA DR CLEARWATER FL 33764 - 1030 RICHMAN, LARRY RICHMAN, JOANN 2652 RICE PADDY DR CLEARWATER FL 33764 - 1033 JAPANESE GARDENS MOBILE KELLEY, RICHARD F TAWSE, LINDA J ESTATE KELLEY, JOAN M TAWSE, ARTHUR F JR 19709 US HIGHWAY 19 N 2650 NAGANO DR 5 CHESTERS ST CLEARWATER FL 33764 - 1006 CLEARWATER FL 33764 - 1011 DANVERS MA 01923 - 2729 Clearwater Neighborhood Coalition PO Box 8204 Clearwater, F133758 President Joe Evich RT 2611 Seville Blvd F n ORMI NA& Y ` i REC= r MAR 031006 PlANNNG DEPAMIIENT / ++ CITY OF CLEPMATER a.;4 � ' I ��. CeN®Gr�N'L41 MT7, INGfg 93—eG ' I I 88'5702 W 128. 1 1 e; � �, . -rr -rrrrrrrrrrrrr ' I -rr -rrrrrrrrrrrrr , .� , I � -- rrrrrrrrrrrr � rrrrrrrrrrr sot g � I , r- r- I �rrrr� l rrrrrr �I rr_r -1-� _r�T rrrrrrrr b - x8mz rrrr-I-rr CD I'rn a I I I I I I, I , � r��r_ rrrrrrrr n n fi ■ I ti -��IW rrrrrrrrf rf)o rr- r-�rrr�rr 1e _rfL� _ r I —� :rrrrr ' -i-Frr -r' i •i-r-i -r-� ' I I L -rr-H-rr. -. -rrrrr I rrrrrrrrrrrrr Z_ -n-rr-rr rrr r-r-rr � I` '� -rrrrrrrrrrrrr rrrrrrrrf T_I -rrrrr I -rrrr -rrrrr I -rrrrr - - �JI I I - rrrrrrrrrrrrrrrr --- rrrrrl—rrrrl—r a I I ^r rIFF- rrrrrr -rrrrrrrrrrrrr 7r- rrrrrrrr-rrr 15 s s8•sranrotH) 2" (D") + � r i SEV /LLE BZULEVARD + (loc• emrrr-or --Iw) (Sow s-E%VMS cnSUAovr as BW 301, AW see) , l rr j r ►r r r r e. ;,- , i '16, 1, IN I Seville Corporate Center 2611 Seville Blvd. Clearwater, FL 33764 BDG Properties, LLC 2611 SEVILLE BLVD., SUITE B CLEARWATER, FL 33764 PROJECT SUMMARY EMT YAOm 111,1` atoll£ taYaM[ o911k11 �� _ aq aA.mgaL M1 uu. ealol,Oa.Jli Aw ro Illaloelq � Maxl1®[ OPSlltini >aYli. K M ana.o a.m ananam. vum, .II✓v ND dWDE Vl. almWpagl Wa.t P... a..r Pt.°�.M� 1e1lMi iiii %ia nelJCnaJ1 °°°1° srw; oL ss. u iT�A 0.�Y0 �a re eundxD cone eUNawn mom��ramt. aemq me../ xro N� n ovs1O00fu naauln mal ./ rma W BUma tai. M W 7m. . /'lai Odva da mo[. IEnwrw, ma 4 a BLIBfN .indeu0aa maL 1a.a.i ii../ um naaw�a.mla ta01 YOOfl1 aaot ./ fro N.]101p12 avPIFl1 11 Imm9Bm� aaaa mot aJmac amt ./ uoe N�umnA atPlm u 010m m � uiq Nf. ./ fro N�aanni 8W]R1a39bmY0 Six faa o0o[avoem , NY. ,a,, aOm . rsvr. II ADDITIONAL DOCUMENTS itmowTxFtA9J000wuFJrts NFrFNBmr rxoJUluxsJaaoruwwaA a ,.altiATrtBDaaoJaDDe ORIGINAL RECOM,' w ii 5 #2 2007 ' PLANINVG BUILDING CODE SUMMARY. — — CODE INFdiNATION OfTE \OTARDS —PI.. OUtalnaml - - ' CLASSIFICATION OF OCCUPANCY OCCUPANT LOAD D a°°oDim1„m �, laaaa,.m .Im ALLOWABLE KnK AND AREA T— fao JuolPel[ / A:IUN �,1au n -rt. / laro 4 va 1AxW� W RATED REOUIRENENTS MY/ ,.e1A ro CS COVER SHEET nmtmAa I�fla. ILO?. fimi/I =f10 AavaLY FINE RESISTNICE REOUIRENEMS a O Lac - Oar Amm taamae O.a11 »tiq ' —ua nal : _ e x. b OR IIOIE W l•M 1DYIJr SFPYattN , In avm BN: 40mm Oma,l A[amm NA vaaa / mla f Aovf INTERIOR FINISHES amlrimav O.iA mvA OAEJI - Ym AERIAL MAP BUILDING CODE SUMMARY CONT feNDNY OCCIRANI LOAD - TABLE 100.71 IB. n ®® xw uTA PN aawxl (ssi lae Cx¢9 aaaf os /,ae . Imm a Im am�wm EpOrJG (TABLE 10011 Of iMn . N WI1. OGO -Olo mImCOA . f0' ..aaa memro WR q i emiaJr 1m a menial na1 m) -n �ro.l.a I.I. ,n aalar a mma NYAr ro�� 1� a Pae.Pm w A M iAr a ;.ne Og ae t!n P M OaOFwrt ,a,l'a ofm Ooaa arm uacllu e<,awn la A - Om��9�n� �NI�V �f ILO R9I® mlleml alto ,U,a -K YLIM 1018 �NWyIlrMViNIaIOOJf IG I�lAbllf laud — Nmf6011 Ia11Na slLlld 6 V FLMM ACCEMBBRY CODE aarlUl ,I „ ooro . Itw..a m maaa a/ ll -1.n1 2811 SEALE BLVD, SURE B I. CLEARWATER• FL MM (F w-.951B((N.) (m15ef - 9515 (1-) L1C E: M- 0007590 0� . I W O U Joe HOER: D+n: er xee. xma' OAANiJm: M B['NE: b Ia1t0 Se&T IABal81 CS Wa11 t:Neolala — — �. OfTE \OTARDS BY D DRAWING INDEX Al I ARCHITECTURAL CS COVER SHEET A130 FLOOR PLAN A200 EXTERIOR ELEVATIONS A250 BUILDING SECTIONS A700 ROOF PLAN A750 WALL SECTIONS v A200 COLOR EXTERIOR ELEVATIONS' D, m a O m L m� Ol > ^ 1 g K ti :n N N N U Mg 0� . I W O U Joe HOER: D+n: er xee. xma' OAANiJm: M B['NE: b Ia1t0 Se&T IABal81 CS Wa11 t:Neolala ARCHITECTS `^- 2611 SEVILLE BLVD. SUITE S ClEARWATER. - 33764 VM 5"- 9516(Ti.) Q27)584- 9515(F.) X 0: AA- 0003598 JOEL. ew o O REV. MIEe CgIeEID6 Bt I I 4 D I.ee► a+ ..ea 0 / 1 ° a 1. J 44 0 � > d e TENANT 'A' TENAN 1 TE>Nw.NiE . s TENAN� T 'D' AT . 1 0- n as mc�m` u—`e w.. Rw -- ------ �♦ I , - ---- - -- i� . 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SNTEB CLEAAWATE&FLM M �Aa .eo CRIGII (W SM -25 6(T.L) Lr- #:M.S5,5(F,x) IG,:M.00R7590 '_9 2007 MfrLN°r1119 ' 1 - T _— IlnrJl � 1 's`ei 3 pq�jf 1�1�LLyy ��rr PLANN -4 Il 4 3tlEENT YALiLL �� 1 1 CITY tit GLEARx 1-j-TFR IMI1001 mum S moj - L - -1 d�°1°s �0°OL°� cwiaY.riar°'ri nrslic m. ro wmi°�eaurOio °�`°F0 �. i _ �� m L m c'�i � r�e�e°�mremi F V) NU m ° WA oom+..M Z ��IL➢IGSECRIBH ,LU V � A�]O .RG DM gli�i°m mrt. ��WLmmY.rtrt,QK tD,A � �rl[tll M4ix0. mwlbl -_ !•eYO �...T ..................... ............................ m mr�Ae�n: nmx _� _ �le+wla. wrva eni -n'tl°i lem� I ' euHa cmw m. x.611 aux, er: a I�➢FT�R rz� OiiE� �p �� 1.0111swtla �� 3�'Ff M°�1 A250 - °mam. F =rmoHm I� FOR BID PURPOSE ONLY NOT FOR CONSTRUCTION ORIGe-^ ARCHITECTS 2611 SEVILLE BLVD, SWE 8 CLEMWATER,R3, 7e4 (rnsaa.ssl5e.I sRA MG 727�584.95(FU) LIQ l: AA -BOOM 92 2007 CRY Or CLEMWATER �. o Eaa� exrs e• - ; iuea nlr noes eowam oaoR,n. � all ' 1 l�wex<D. rx M h p U O :EM � -7nm aya 1p7 � gs (L U) No DR „emu - mrt.eer,n aa�n w ' ne�vaseo, . _ I I II oar I I mrt, rerr vwi w I fd jI na+vwm vam' � j 1 p it Y-W- a_ r, MCI r� GO r. q .Inanne II z I� 1= L_______ L- 1_______ L_______l�J_______ _ I v, iu IIOYMUIl, I 1 I IMIDlD oen Sll .YplbK _ I I -- - ____ ______ ___ 11 ba aM.,yA�p, -il 1� . Tx a rata ev e. } � m�crar rann er f . uuu, IenworaL, Iweeen o.a. ea, In.wls ioaxueul: mme are: a.�xem,ZIXI7 owmer: . vlt:Erxu�ex A700 RIm I- I(NOf�>St dY 888NPPPSj1{1Pn1P) ORIGINAL F�RCHITECTS SUITE9 RE CIEARWAtER, FL 777& CLE WAT FL33 (727) 584.9575(Tl) r (R7) 584.9515(F-) LIC. R: M - 8909598 . i 2 2007:�- PiAN'NING DERART -mENIT ��-- a CITY 0r L o- XATER o 0 0 Lwl�arma�r L �� scxrre m aMe !_ ai 1R rXlrtw � evw.mA+:eelnt rew !e• eTYln NIll dta MALZ.lerY a'xf U ]a��wx� _______ evr•a!Rw.aeN.eYae ~W�r"M' 1 ��wMaeeM el/# ron r w �} nrew�� a 1 - uwroer e O .. .................. . .ntr Nwa.e�o1 �.a.m. p � �LL . .. .. m a ..._.. ...... .. ......._._............__....... mwo eaW e: 1 apa , moam a) 8 O.Q'R m 0. Ve:a'. Guwa4 mraa e ? (L in cv0 Q - M A 1 woos mu 1 1 ulna _ :weeeiac a4 **. i t7= 4 �alie �� 1 i Z O 1 1 W U) - > 1 �:.,. mn.eI+a ewe a�.nw�n ro �.. ,..,.;:�.:.,.: ... �• .,. ^:. ��:.:.�:: �._;.; ,. :�.. .., �. e..:r reran �aAna .o unu za �� loe rAA�eFa: mme xo� r.� nnr earn =;y : urz: o.r_xn mo7 anMra: svu: air rw4xn A_750 �Laru� z9�cla¢ � xcricH rrsaaum ilnuiL eecrial �� y,�mA" eecnvl t>a�araa� n.icl:umoum TOP OF P OF PARAPET URKMNAL bd RECD ARCHITECTS 2811 SEVILLE BLVEI.. SUITE 8 ft 33 .. C M584- 8615(I.IJ .9— IT2T16B/ -5618 (Fa.) 26' -0" TO RIDGE FROM L1C.#:AA.0°D3590 AVERAGE EXISTING GRADE !N' A" �� aryl:=.. ® SLiullullllii�IlGlilul�Ll,.,v._ o PLi� �. �C ^Ch- Mc ': li �I, .I 18' -1G" E PAR APEIQBDET ��4��l�it�� —i -� N AVERAGE EXISTING G E aac 1sv. wm.awsae n - -- ---------------- - - -- EXISTING GRADE --------------------- ---------- EAST ELEVATION 1/16- = V -0- NOTES: 1. FIN. FLOOR REF. 0' -0" IS EQUIVALENT TO 35.00' NAVD 2. AVERAGE EXISTING GRADE AT BUILDING PAD IS 31.50' NAVD 3. HIGHEST RIDGE IS AT 57.50' NAVD OF PARAPETS `lrf- lT�i -U 1 �J WEST ELEVATION EXISTING GRADE 2 1/16.. = 1._0,. TOP OF RIDGEh + _ € f ; TOP OF PARAPET + — -- Jv FIN. FLOOR j� +— — -------------T---------------------- EXISTING GRADE SOUTH ELEVATION -----EXISTING GRADE - -- - -- - -- NORTH ELEVATION 3 1/16. = 1, -0. 4 1 /16• - V -0" N c C y U C �F m ems ((pp� It NES MAI w 0 U)C/) 06Z O�® F- � j w OW w LL etas: , /�.• • - �&IEkT^ /MYBFJi moo FOR BID PURPOSE ONLY NOT FOR CONSTRUCTION • 0 ORIG !` AL RECFN7r '' _J7 CII T Of CLG► u� n�k Pre -cast Concrete - Benjamin Moore Cameo White Aluinum Windows & Door Frames - Bronze - similar to Benjamin Moore Clinton Brown 0 Stucco exterior - Benjamin Moore Mustard Seed Wood Stain - Armoire Hickory Cie �LU go �.a o cv d� CQ CD M LU +� 8 0 Stucco exterior - Benjamin Moore Mustard Seed Wood Stain - Armoire Hickory § ORIGIM RECOW 2 2007 ' Or CLERWATER 0g , F A 0 W-10 N 6WS7'OL-W(Dk ooz 12&45(D&M) --IWO rw mo ww� 14 m ON -rr°" r rrrrrrrrr Fri rF rF i F r r -1-11- F-rf-rr-r-r-f-F-rrf N f-rrrri-rrrr-ri 14 Q r-r-r-r- r- fr-- F '—rrrrm-i z T O rrrrrH rrr-r-rH r-r-r-f-1 n F'- w__ , r- L". I LD rn-rr-rr Z. w F 0 Frrr CA%-ow- . ... .. rFrFrr -rrrrrrrrrrrr r-f-r-rf- VJ r r r- r, 4 T r rr -- TF f I 'r r N, r r I f- -F' r f-rr rr r-r-rrPPFr rrr-rrr-r- I - r rF-rrrrrr i i-r-rrrrrrf-rri- vr-r-F-r-r--r-r-r-rr-r-r- 0411 151 —T- S 88'5702•E(D&M) 244.36'(D&M) LAE (AV gm SEVILLE BOULEVARD Owl mars -ate lmmy*; OXRW-MMW Momw Cm finx x5r, mw • ORIGINAL REC5V"r.0 2 2007 PLAK" :' ;C 1-191 cZ-VTNT CITY" C!` CLF,4,sa ATFP Pre -cast Concrete - Benjamin Moore Cameo White Aluinum Windows & Door Frames - Bronze - similar to Benjamin Moore Clinton Brown � 1 Stucco exterior - Benjamin Moore Mustard Seed Wood Stain - Armoire Hickory ORIGIM 0 RECOM 4 ., r ; 2 2007 4" s "-','T V:ENT r;OTY of CL ATER 5 � o d eearozroro"n ,�....,,..,, ooz