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FLD2007-10031FLD2007-10031 2710 GULF TO BAY BLVD FIFTH THIRD BANK Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727-562-4865 Z' SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION U / SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets 6r— SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 &- SUBMIT APPLICATION FEE $q759 to CASE #: RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) pt)% FLEXIBLE EVELOPMENT APPLICATION (Revised 04/24/2007) - PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4 -20ZA) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: _. • 1: EMAIL: RECEIVED Interplan, LLC C/o Tracy Kirkland tAc.,u,e,& Qom„ PLANNING DEPARTMENT Lee Road, Orlando, Florida 407-649-5008 FAX NUMBER: 407-629-91-24 EMAIL: _t -k j- rkjaad@ nt -ex4L siI1C2]' nd m ._.0 O B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: Fifth Third Bank PROJECT VALUATION: $ I) 2co . coo • 0 0 STREET ADDRESS nec of Gulf to Bay & Park Place-Blvd., Clearwater, FL PARCEL NUMBER(S): 17 7q 1 h hh '17'3 nnn nn30 PARCEL SIZE (acres): 57 ar•rcg PARCEL SIZE (square feet): LEGAL DESCRIPTION: "P11 -00c hoc Attar110d?' PROPOSED USE(S): DESCRIPTION OF REQUEST: — ps 200 S Y �• 5 Specifically identify the request G ( l n (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 Settingslderek. ferguson\ Desktoplplanningtorms _07onrlexlale s[anaara uevoopmenc trw) Page 1 of 7 Properly Appraiser General InfL__.lation: 17/29/16/66373/000 /0030 Card _ Interactive Map of this Comparable Sales Back to Query New Tax Collector . pArgel Listing Results Search Information Page 1 of 4 Question/Comment about this a e 17/29/16/66373/000 /0030 Building 1 Data Current as of August 26, 2007 [9:49 am Friday August 31 ] Nonresidential Property Owner, Address, and Sales Print ° Restaurant/Lounge/Drive- Pi ope Use: 325 in PARK PLACE OUTPARCELS PARCEL C 2007 Exemptions Homestead: No Use: 0% Ownership: 0% Tax Exempt: 0% Government: No Institutional: -No Agricultural: $0 Historic: $0 2007 Value 2007 Tax Information Comparable Sales value based on sales from Tax District: CW 2005 -2006: $0 Proposed Millage: 19.9371 Just/Market Value: $1,080,000 Non Ad Valorem Assessments: $.00 Assessed Value/ SOH Cap: $1,080,000 Estimated Taxes: $21,532.10 History Taxable Value: $1,080,000 Estimated Taxes without Save -Our- $21,532.10 A significant taxable value increase may Homes cap: occur when sold. Click here for details. Estimated Taxes without an $21,532.10 exemptions: Owner/Mailing Property Address Sale Date Book/Page Price Q/U V/I Address No Recent Sales CLANT ING Plat Year Plat Book/Page(s) PO BOX 916464 2710 GULF TO BAY LONGWOOD FL 32791- BLVD 1995 113/ 060 - 061 6464 Parcel Information ORIGINAL Land Use: Book/Page: RECEIVED Restaurants /Cafeteri... 08874/1026 SAP 12 2007 (Lil Census Tract: Evacuation Zone: NON- PLANNING DEPARTMENT .00 EVAC CITY OF CLEARWATER http:// www. pcpao.org/general_nadet.php ?pn= 162917663 7300000301 8/31/2007 Property Appraiser General Info..ilation: 17/29/16/66373/000 /0030 Card Seawall: Land Use Restaurants /Cafeterias(21) Land Information Frontage: None Land Size Unit Value 16.00 Structural Elements Foundation: Continuous Footing Floor System: Slab on Grade Exterior Wall: Frame Stucco Roof Frame: Bar Joist/Rigid Frame Roof Cover: Built -up Metal/Gypsum Height Factor: 0 Floor Finish Carpet Combination Interior Finish: Drywall Party wall: None . Structural Frame: None Cabinet & Mill: Average Quality: Average Heating & Air. Heating & cooling Package Electric: Average Bath Tile: Floor and Half Wall Fixtures: 16 Total Units: 0 Year Built: 1995 Effective Age: 10 Other Depreciation: 0 Functional Depreciation: 0 Economic Depreciation: 0 Description Base Area Utility Room Unfinished Page 2 of 4 View: Units Method 68,249.04 S Open plot in New Window View Floor: 1 Help ORIGINAL RECEIVED SEP 12 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Sub Area information Building Finished Ft2 Gross Area Ft? Factor Effective Ft2 5,305 5,305 1.00 5,305 55 .40 22 Total Building Finished SF: 5,305 Total Gross SF: 5,360 Total Effective SF: 5,327 httD: / /www.DeDao.org/general nadet.php ?pn= 1629176637300000301 8/31/2007 Property Appraiser General Infoitnation: 17/29/16/66373/000 /0030 Card Page 3 of 4 Nonresidential Extra Features Description Dimensions Value/Unit Units Total NewValue Depreciated Value Year Fire Sprinkler 5419SF $2.00 5419 $10,840.00 $8,890.00 1995 Asphalt 12400SF $1.75 12400 $21,100.00 $21,700.00 Unknown ORIGINAL RECEIVED SEP 12 2007 PLANNING DEPARTMENT CITY OF CLEARWATER httD: / /www.DCDao.orp-/Reneral nadet.t)hp ?Pn= 1629176637300000301 8/31/2007 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES —NO_ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) ❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. ❑ 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria Is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. "Please see—Attachedrr 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. "Pl PasP 3PP Attached" 3.. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. "Please see Attached" 4. The proposed development is designed to minimize traffic congestion. "Please Rae Att2- chedrr 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. "Please Attached" -see — 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. - !P- 1-eas€- see— Attac-hedrr RECEMED n X 092 [L P i . r PLANNING DEPAPTAfirmr tnY OF CLEARWATER CADocuments and Sett ngskderek .fergusonlDesktoplplanningforms 07071Fle)uble Standard Development (FLS) 04- 24-07.doe Page 2 of 7 iNTCRPLAN 933 LEE ROAD, FIRST FLOOR ORLANDO, FL 32810 PH 407.645.5008 FX 407.629.9124 1, The proposed 5/3 bank site was previously a Ruby Tuesday restaurant and is adjacent to other restaurants and office buildings. The Proposed 5/3 Bank will have a low FAR and matches the use and intensity, of surrounding area. 2. The Existing parking and driveways will be utilized for the proposed 5/3 Bank site. The existing Stormwater system will also be utilized minimizing impact to existing site. The construction of the 5/3 Bank will not hinder or discourage development to the surrounding properties. 3. The proposed construction will involve the demolition of the existing restaurant which will be completed FDEP and local heath code standards. Once constructed the 5/3 bank site will not pose impacts on the heath or safety of anyone residing or working in the neighborhood. 4. The Proposed 5/3 bank site will utilize the existing driveways and drive isles with a less intensive use the existing restaurant, This will only have a positive impact surrounding traffic. 5. The proposed bank will be an attractive building with ample landscaping on a site with established trees which will mostly remain. 5/3 Bank will be a welcome addition to the existing business and services. The design of the site is consistent with the existing site and surrounding properties. 6. The proposed 5/3 bank site is utilizing the existing parking driveways and Stormwater management system. It was the intension of 5/3 bank to create their site with minimal disturbance to surrounding areas. The site lighting and driveway speakers are designed to be non intrusive to adjacent properties. All surrounding properties are commercial and will not be impacted by this project. ORIGINAL RECEIVED SEP 12 2007 PLANNING DEPARTMENT CITY OF CLEARWATER ARCHITECTURE ■ ENGINEERING ■ PROJECT MANAGEMENT ■ INTERIOR DESIGN ■ AA 003420 ■ CA 8660 ORLANDO DALLAS CHICAGO ATLANTA development services for restaurant, retail, hospitality and commercial programs ■ www.interplanoriando.com WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) ❑ Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) — Explain how each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) ❑ A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ❑ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ❑ At a minimum, the STORMWATER PLAN shall include the following; M'_ Existing topography extending 50 feet beyond all property lines; d Proposed grading including finished floor elevations of all structures; Gd' All adjacent streets and municipal storm systems; LY Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; l� A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. d Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; C3 /Signature and seal of Florida Registered Professional Engineer on all plans and calculations. 4 COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4.202.A) W' SIGNED AND SEALED SURVEY (including legal description of 'property) —One original and 14 copies; LY TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, /including drip lines and indicating trees to be removed) — please design around the existing trees; 3( TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; ❑ LOCATION MAP OF THE PROPERTY; ❑ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ❑ GRADING PLAN, as applicable; ORIGIN& ❑ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); RECENED ❑ COPY OF RECORDED PLAT, as applicable; C:\Documents and Settingslilerek. ferguson\ Desktoplplanning forms_07071Flexible Standard Development (FLS) 04 PLANNING DEPARTMENT 24.07.doc Clj�/ �F Page 3 of 7 CLEARWATER G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4.202.A) SITS PLAN with the following information (not to exceed 24"x 36 "): Jndex sheet referencing individual sheets included in package; V North arrow; �Footprint Engineering bar scale (minimum scale one inch equals 50. feet), and date prepared; ll dimensions; and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; _✓ All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including / description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; _ (Location of all street rights -of -way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; _,Io'AII parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3- 201(D)(i) and Index #7011; —tZI-ocation of all landscape material; ✓ /Location of all onsite and offsite storm -water management facilities; V/ , Ocation of all outdoor lighting fixtures; and ✓Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: EXISTING Gis �ISF 1. _✓ 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; Z Total paved area, including all paved parking spaces & driveways, expressed in 'square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility _✓ easement; Building and structure heights; ✓ Impermeable surface ratio (I.S.R.); and ;;T' Floor area ratio (F.A.R.) for all nonresidential uses. REQUIRED .5&A N IN 1 1 5, 57a 5c _ N I A 9a 51 PROPOSE Gs aay l.s� I 4, ROD 60 -1 "26 409a MK :22, 2'7o IQ 1A P/A 10 1A On InnOwn -45 F 'Vi;2 F 60970 ct5 07orA Sle'?o 1070 2510 M\ r,. 1 e7s REDUCED COLOR SITE PLAN to scale (8'/ X 11); FOR 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; ORIG 4 All open space areas; RECEIVED _✓ Location of all earth or water retaining walls and earth berms; SEP 12 2001 _✓ Lot lines and building lines (dimensioned); ✓ Streets and drives (dimensioned); PLANNING DEPARTMENT Building and structural setbacks (dimensioned); CITY OF CLEARWATER `Structural overhangs; CADocuments and Settings \derek.ferguson\ Desktop \planningforms_07071F1exibie Development (FLD) 0424- 07.doc Page 4 of 7 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) ❑ LANDSCAPE PLAN with the following information (not to exceed 24" x 36 "): %/ All existing and proposed structures; V/ Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; �( Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); _ Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all V existing and proposed landscape materials, including botanical and common names; VTypical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfiiling, mulching and protective measures; 7Interior 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. n REDUCED COLOR LANDSCAPE PLAN to scale (8'/z X 11); ;/"COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) ❑ BUILDING ELEVATION DRAWINGS — with the following information: 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) ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ Reduced signage proposal (8'/: X 11) (color), if submitting Comprehensive Sign Program application. ORIGINAL RECEINED SEP 1 � 2007 PLANNING DEPARTMENT CADocuments and Settings \derek.ferguson\ Desktop \planningformsL.07071Flexible Standard Development (FLS) 042"7.doc CITY OF CLEARWATER Page 5 of 7 ORIGINAL. RECEIVED SEP 12 2007 K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) PLANNING DEPARTMEM CITY OF CLEARWATER ❑ . Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727 -562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. ❑ Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post - development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. 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 afire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. ❑ Acknowledgement of fire flow calculations /water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made STATE OF FLORIDA, COUNTY OF PINELL S in this application are true and accurate to the best of my Swor to and subscribed before me this c27 day of knowledge and authorize City representatives to visit and A.D. 20_g=to me and /or by photograph th perty described in this application. cv who is personally known has produce L L- as identification. Sig ature of property ow or representative Notary p lic, a ,.,.;,r:� My commission expires: •::.4'; rt,.�•.. RENEE R. COPELAND It EXPIRES: J1 %;F �;;• ' Bonded Thru Notary CADocuments and Settings\ derek .ferguson\Desktop \planningforms 07070exible Standard Page 6 of 7 N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed — PRINT full names: 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): D 3. That this property constitutes the pro rty for which,aa 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), the undersigned authority, hereby certify that the foregoing is true and correct. _ r pe Owner Property Owner Pr a Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this 02G! day of c)00 personally appeared 4, who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. et RENEE R. CAPELAND ;fir F MY COMMISSION # DD 449541 Notary Public Sig ature EXPIRES: July 11; 2009 Not m�ndedThNNotaryPub�cllndenvrlters My Commission Expires: ., ORIGINAL RECEIVED SEP 12 2007 CADocuments and Settings \derek.ferguson \Desktop \planningfonns 0707\Flexible standard Development (FLS) 04- 2"7.doc Page 7 of 7 PLANNING DEPARTMENT CITY OF CLEARWATER mtauw,uwatn `.l ao' c e aaaa o a ,2, ,? ,,.r'r. ��1�V . ?.? 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Florida �a INTERPLA 933 LEE ROAD, FIRST FLOOR ORLANDO, FL 32810 PH 407.645.5008 FX 407.629.9124 September 11, 2007 Robert G, Tefft City of Clear Water Planning and Zoning Department 100 S. Myrtle Avenue, Clearwater, FL Reference: Flexibility Criteria IP # 2006.0412 Fifth -Third Bank Gulf to Bay Dear Mr. Tefft: Please accept the following request of flexibility for Community Development Code 2- 703. The flexibility requested is for the 25 foot front setback which is not met on the proposed Fifth -Third Bank plans. During a Pre - application meeting Fifth -Third Bank requested that this be granted flexibility because the existing Ruby Tuesdays front setback is 10 feet. Fifth -Third is increasing the front setback to 15 feet which is the largest set back possible without reconstructing the entire site. The proposed site is utilizing the existing parking lot with minimum changes other then the front setback needing flexibility and the east setback which is being increased to meet code. There is established landscaping including trees which are being preserved as a result of this flexibility. There is also a large conservation of materials that will be accomplished by using the existing site components as proposed. If this flexibility is not granted the site will need to be scraped and reconstructed which would not be beneficial to any party involved. Fifth -Third feels that the construction of the proposed Bank will improve the appearance of the existing site and will be a valuable addition to the community. Sincerely, INTERPLAN LL(; /,V;n /�?� Jim Neidlinger Civil Project Manger enclosures cc: File F:WJ \FlfthThlydBank\2006 .0412 \Letters \060412CITY of Clear Water Fle)dblliry.doc ORIGINAL REGEIVEL3 SEP 12 1007 L NING OF CL EARINgt R ARCHITECTURE ■ ENGINEERING ■ PROJECT MANAGEMENT ■ INTERIOR DESIGN ■ AA 003420 ■ CA 8660 ORLANDO DALLAS CHICAGO ATLANTA development services for restaurant, retail, hospitality and commercial programs ■ www.interplanorlando.com K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) ❑ Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: ■ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a " Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727- 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. ❑ Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and 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. Fire Flow Calculations/Water Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph th perty described in this application. Sig ature of property ow or representative STATE OF FLORIDA, COUNTY OF PINELVS Swor to and subscribed before me this o27 day of A.D. 20 --to me and /or by Gv who is personally known has produce L V 0 L as identification. ..... ................................................................................................................... ............................... Notary p lic, My commission expires: =; =...... ° RENEE R. CAPELAND EXPIRES: JI :? Bonded Thru Notary CADocuments and Settings\derek.ferguson \Desktop \planningforms 0707 \Flexible Standard Development (FLS) 04- 24.07.doc Page 6 of SEP 0 4 2007 PLANNING DEPARTMENT CITY OF CLEARWATER N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed — PRINT full names: 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): 3. That this property constitutes the propgrty for which a request for a: (describe request) 4. That the undersigned (has /have) appointed and (does /do) appoint: -'00— &4 . I / A 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), the undersigned authority, hereby certify that the foregoing is true and correct. Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this CU! "1 day of p7OO personally appeared �Gvw lrc .c- 1(.c,Y'� who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. Nota ry Public Sature My Commission Expires: -7711 ! e-).? ORIGINAL. RECEIVED SEP 0 4 2007 C \Documents and Settings \derek.ferguson \Desktop \planningforms 0707 \Flexible Standard Development (FLS) 04- 24- 07.doc PLANNING DEPARTMENT Page 7 of 7 CITY OF CLEARWATER Property Appraiser General Info----ation: 17/29/16/66373/000/0030 Card ' Interactive MaD of this Comparable_._ Back to Ouery New Tax Collector Interactive_ ................... - . ......... ......................... parcel Listing Results Search Information Page 1 of 4 Question/Comment about 11145 Me 17/29/16/66373/000/0030 Building 1 Data Current as of August 26, . .......... 2007 [9:49 am Friday August 31 Nonresidential Property Owner, Address, and Sales Print Restaurant/Lounge/Drive- Property- Use: 325 in PARK PLACE OUTPARCELS PARCEL C 2007 Exemptions Homestead: No Use: 0% Ownership: 0% Tax Exempt: 0% Government: No Institutional:-No Agricultural: $0 Historic: $0 2007 Value 2007 Tax Information Comparable Sales value based on sales from Tax District:.CW .2005-2006: $0 Proposed Millage: 19.9371 Just/Market Value: $1,080,000 Non Ad Valorem Assessments: $.00 Assessed Value/ SOH Cap: $1,080,000 Estimated Taxes: $21,532.10 History Taxable Value: $1,080,000 Estimated Taxes without Save-Our- $21,532. 10 A significant taxable value increase may Homes cap: occur when sold. Click here for details. Estimated Taxes without any $21,532.10 11 exemptions: Owner/Mailing Property Address Sale Date Book/Page Price ()/U V/1 Address No Recent Sales CLANT INC PO BOX 916464 2710 GULF TO BAY Plat Year Plat Book/Page(s) LONGWOOD FL 32791- BLVD 1995 113/ 060 - 061 6464 Parcel Information Book/Page: Land Use: 08874/1026 Restaurants/Cafeteri... Census Tract: Evacuation Zone: NON- L_-00 EVAC ORIGINAL RECEIVED SEP 0 4 2007 PLANNING DEPARTMENT CITY OF CLEARWATER http: / /www.pcpao.org /general _ nadet.php ?pn = 1629176637300000301 8/31/2007 Property Appraiser General Info• -ition: 17/29/16/66373/000 /0030 Card ' Seawall: Land Use Restaurants /Cafeterias(21) Land Information Frontage: None Land Size Unit Value 16.00 Structural Elements Foundation: Continuous Footing Floor System: Slab on Grade Exterior Wall: Frame Stucco Roof Frame: Bar Joist/Rigid Frame Roof Cover: Built -up Metal/Gypsum Height Factor: 0 Floor Finish: Carpet Combination Interior Finish: Drywall Party wall: None Structural Frame: None Cabinet & Mill: Average Quality: Average Heating & Air: Heating & cooling Package Electric: Average Bath Tile: Floor and Half Wall Fixtures: 16 Total Units: 0 Year Built: 1995 Effective Age: 10 Other Depreciation: 0 Functional Depreciation: 0 Page 2 of 4 View: Units Method 68,249.04 S Open plot in New Window View Floor: 1 Help ORIGINAL RECEIVED SEP 0 4 2007 PLANNING DEPARTMEM Economic Depreciation: 0 _______ CRY OfCLEARWATER Sub Area information Description Building Finished Ft2 Gross Area Ft2 Factor Effective Ft2 Base Area 5,305 5,305 1.00 5,305 Utility. Room. 55 .40 22 Unfinished Total Building Finished SF: 5,305 Total Gross SF: 5,360 Total Effective SF: 5,327 http: / /www.pcpao.org/ general nadet.php ?pn = 1629176637300000301 8/31/2007 Property Appraiser General Info- ition: 17/29/16/66373/000 /0030 Card ' Page 3 of 4 Nonresidential Extra Features Description Dimensions Value/Unit Units Total NewValue Depreciated Value Year Fire Sprinkler 5419SF $2.00 5419 $10,840.00 $8,890.00 1995 Asphalt 12400SF $1.75 12400 $21,700.00 $21,700.00 Unknown ORIGINAL RECEIVED SEP 0 4 2007 PLANNING DEPARTMENT CITY OF CLEARWATER http: / /www.pcpao.org /general _ nadet.php ?pn = 1629176637300000301 8/31/2007 PLANNING DEPARTMENT November 20, 2007 Ms. Monica Pomroy Interplan, LLC 933 Lee Road Orlando, Florida 32810 t ITS' OF LEARWATE R 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: FLS2007 -09043 12710 Gulf -to -Bay Boulevard I Fifth -Third Bank Dear Ms. Pomroy: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On November 20, 2007, the Community Development Board (CDB) reviewed your Flexible Development application to allow a Retail Sales and Service use (Bank) within the Commercial (C) District and the Park Place Development of Regional Impact (DRI) with a reduction from the front (south) setback from 25 feet to 15 feet (to pavement) and a reduction from the front (west) setback from 25 feet to 10 feet (to pavement) as a Comprehensive Infill Redevelopment Project pursuant to Section 2 -704.0 of the Community Development Code. The CDB APPROVED the application with conditions based upon the following findings of fact and conclusions of law. Findings of Fact: 1. That the 1.57 -acre subject property is located at the northeast corner of Gulf -to -Bay and Park. Place Boulevards; 2. That the subject property is located within the Commercial (C) District; 3. That the subject property is located within the Commercial General (CG) Future Land Use category; 4. That the subject property is located within the Park Place Development of Regional Impact (DRI); 5. That the development proposal is compatible with the surrounding area; and 6. That there are no active Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Master Development Plan for the Park Place DRI; 2. That the development proposal is consistent with the Standards and Criteria as per Section 2 -701.1 of the CDC; 3. That the development proposal is consistent with the Standards and Criteria as per Section 2 -704 of the CDC; 4. That the development proposal is consistent with the Flexibility Criteria as per Section 2 -704.0 of the CDC; and 5. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913.A of the CDC. FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" November 20, 2007 FLD2007 -10031 / 2710 Gulf -to -Bay Boulevard Page 2 of 2 Conditions of Approval: 1. That prior to the issuance of any building permits, all outstanding comments of the Engineering Department shall be addressed; 2. That prior to the issuance of any building permits, the development plans shall be revised to depict the replacement of a parking space within the northernmost parking tier with a landscape island consistent with the requirements of Division 12 of the CDC; 3. That all future signage associated with the development and/or tenant spaces be designed as a part of the architectural theme of the building and be consistent with the materials and colors of the building; and 4. 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. Pursuant to Community Development Code Section 4-407, an application for a building permit shall be made within one year of a Flexible Development approval (by November 20, 2008). All required Certificates of Occupancy must be obtained within two years of the date of issuance of the initial building permit. Please be advised that time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity of the Development Order. The CDB may approve one additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4- 502.B of the Community Development Code by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. 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 December 4, 2007 (14 days from the date of the CDB meeting). 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@mvclearwater.com. Sincerely, Mic ae elk, CP Planning Director S: IPlanniiig DepartmentlC D BIFLEX (FLD)IInactive or Finished Applications l Gulf to Bay 2710 -Fifth Third Bank (DRI) Approved 11- 20- 071Gu1f to Bay 2710 - Development Order 11- 20- 07.doc INTER PLAN .� 933 LEE ROAD, FIRST FLOOR ORLANDO, FL 32810 PH 407.645.5008 FX 407.629.9124 October 12, 2007 City of Clearwater Planning Department 100 S. Myrtle Avenue, 2nd Floor Clearwater, FL 33756 Reference: Fifth Third - Gulf to Bay, Clearwater, Florida FLS 2007 -09043 IP # 02006.0412.01 Response to DRC Comments To Whom It May Concern: a C:) Z --� ° �_ 00 0 0 f"' C✓`f m r� MM M m A Z ®. Please accept the following in response to DRC meeting comments dated October 3, 2007: General Enaineerin 1. Comment: Revise note 12, Sheet CV to indicate coordination with FDOT and City of Clearwater and delete Pinellas County, Response: Note 12 on Sheet CV has been revised to read, "THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EACH EXISTING RIGHT OF WAY WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION AND CITY OF CLEARWATER. 2. Comment: Show 20' x 20' sight triangles on the site plan per Community Development Code Sec. 3 -904A. Response: 20'X 20' sight triangles are shown on sheets C1 and L1 per Community Development Code Sec. 3 -904A. 3. Comment: Dumpster enclosure shall meet the following requirements: Maximum 6'- 0" high and constructed of concrete block. Materials should be consistent with those used in the construction of and architectural style of the principal building. Applicant shall include City of Clearwater Contract Specifications and Standards, Part "C ", Construction Standards, Index #701 on the plans. Response: The site has an existing dumpster that already meets code. No additional dumpster will be constructed for Fifth -Third use. 4. Comment: Is building sprinkled? If so, show the Fire Department Connection on the plans. Response: The new Fifth Third building will not have a fire sprinkler system. F:w- fWHrLTEQTiME04�2\d 5RJ141550492pW..45CT MANAGEMENT ■ INTERIOR DESIGN ■ AA 00342 (F()gQA18660 ORLANDO DALLAS CHICAGO ATLANTA development services for restaurant, retail, hospitality and commercial programs ■ www.interplanorlando.com FiftIVI'Mi1 W j&Slf to Bay, Clearwater, Florida Response to Comments Page 2 5. Comment: Sheet C2,1: Revise utility note #3 to indicate conformity to City of Clearwater requirements, not Pinellas County. Response: Note #3 on Sheet C2.1 been revised to indicate conformity to City of Clearwater requirements. 6. Comment: Sheet C2.1: Corporation stop shall be per City of Clearwater Contract Specifications and Standards Index #401, page 1/3. Revise materials notes 4 -6 accordingly. Response: City of Clearwater Contract Specifications and Standards Index #401, page 1/3 has been placed on Sheet C2.1 . 7. Comment: Applicant shall locate sanitary sewer clean -out closest to discharge manhole more to the south. In case of maintenance this location would have less impact on traffic Response: The sanitary sewer clean -out closest to the discharge manhole has been relocated more to the south. Reference sheet C2. 8. Comment: The City of Clearwater, at the applicant's expense, will remove /relocate any /all water meters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within any impervious areas). a Response: Information noted. The water meters are existing and will not be relocated. If the water meters need to be relocated, the applicant n Z 00 understands that it will be relocated by the City of Clearwater at the applicant's expense. The following conditions shall be met prior to the issuance of a Certificate of Occupancy z 1. Comment: Applicant shall submit (5) sets of as -built drawings that are signed and sealed by a professional engineer or land surveyor registered in the State of Florida. Construction Services Inspector will field inspect as -built drawings for accuracy. Response: Information noted, as -built drawings will be submitted prior to CO. Land Resources 1. Comment: The tree survey is incomplete, all trees, with their actual canopies, on and within 25' of the property must be shown on all civil plans. See the tree inventory prepared by Native Florida Landscapes. Additional comments may be forthcoming once this data is received and reviewed. Provide prior to CDB. Response: Per the tree inventory performed by Native Florida Landscapes the tree survey has been updated and all trees on site are now shown and accounted for. Trees to remain are now shown on all Civil plan sheets to identify any possible conflicts. Please reference sheets C1, C2, and C3. ORLANDO DALLAS CHICAGO ATLANTA LAKELAND development services for restaurant, retail, hospitality and commercial programs ■ www.interplano ando.com MM 0 m G) FifM4HU M'66 to Bay, Clearwater, Florida Response to Comments Page 3 2. Comment: Once the trees are shown on the civil plans insure that all utilities and the handicap access sidewalk is directed away from trees to be preserved. Revise prior to CDB, Response: Civil plans have been revised showing the existing trees to remain and checked for conflicts which would impact existing trees. Please reference sheets C1 C2, and C3. 3. Comment: Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of the trees to be preserved and how you propose to address these impacts i.e.; crown elevating, root pruning and /or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and /or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating to tree preservation. Provide prior to building permit. Response: Tree Preservation Plan has been created and certified by Richard Abt, registered Landscape Architect. The plan was created per city requirements listed above. Please reference new sheet L1.1. 4. Comment: Do not add the (2) parking spaces at the NW corner landscape island as 2. Comment: The landscape plan does not reflect the relocation of the existing hedge at the northwest corner of the parking area to accommodate the new parking spaces Response: Existing hedge to remain. Parking spaces revised. Please refer to sheet L1 & C1. 3 Comment: Pursuant to Section 3- 1202.E.1 of the CDC, twelve percent of the gross vehicular use area shall be provided as interior landscaping. Provide clear data regarding the gross vehicular use area in square feet, and the total amount of interior landscaping being provided in square feet. Response: Calculation provided. Please refer to plant list on sheet I.I. ORLANDO DALLAS CHICAGO ATLANTA LAKELAND aasa �ltrhe development services for restaurant, retail, hospitality and commercial programs ■ www.interplanodo com oz 00 D� mm7, C) M —{ rte: Ce3 the (2) trees in the island are worthy of preservation, Revise prior to CDB. Response: The two parking spaces at the NW corner landscape island are no longer proposed in order to save the existing two trees. Reference sheet C1. Landscaping: 1. Comment: Pursuant to Section 3- 1202.E.2 of the CDC, foundation plantings shall be provided of 100% of a building fagade along aright -of -way. The east facade of the proposed bank does not meet this requirement. Response: Hedge has been revised to cover 100% of building. Please refer to sheet U. 2. Comment: The landscape plan does not reflect the relocation of the existing hedge at the northwest corner of the parking area to accommodate the new parking spaces Response: Existing hedge to remain. Parking spaces revised. Please refer to sheet L1 & C1. 3 Comment: Pursuant to Section 3- 1202.E.1 of the CDC, twelve percent of the gross vehicular use area shall be provided as interior landscaping. Provide clear data regarding the gross vehicular use area in square feet, and the total amount of interior landscaping being provided in square feet. Response: Calculation provided. Please refer to plant list on sheet I.I. ORLANDO DALLAS CHICAGO ATLANTA LAKELAND aasa �ltrhe development services for restaurant, retail, hospitality and commercial programs ■ www.interplanodo com oz 00 D� mm7, C) M —{ rte: Ce3 FiftiNtrRCiP�i I� -' &SIf to Bay, Clearwater, Florida Response to Comments Page 4 4. Comment: Pursuant to Section 3- 1202.E.1 of the CDC, interior islands shall be designed so that no more than ten (10) parking spaces are provided in a row. The northernmost parking tier contains 16 parking spaces. Eliminate one of the central spaces in this tier to provide an additional landscape island with appropriate landscaping, Response: Per DRC the existing parking to the north of the site will be allowed to remain without adding the requested landscape island. This was in order to save the two trees referenced in comment 4 under Land Resources. 5. Comment: Pursuant to Section 3- 1202.E.1 of the CDC, a minimum of one tree is required per interior landscape island. The landscape island along the west property line and the island to the northeast of the drive -thru do not consist of the required trees. Response: Trees have been added to islands to meet requirement. Please refer to sheet L1. 6. Comment: The plant list denotes the addition of three (3) Sabal Palms; however the landscape plan fails to clearly depict the location of these new palms. Revise the landscape plan accordingly. Response: Existing landscape has been properly screened.. Callouts have been added to proposed Sabal palms. Please refer to sheet U. 7. Comment: The landscape plan has been designed with the "future" 800 square foot expansion occurring. Provide a landscape plan that is based on what is proposed "now". Response: Hedge has been moved against the building to reflect current proposed plans. Please refer to sheet U. Stormwater 1. Comment: Please provide a copy of the approved drainage report and SWFWMD permit. Response: Information noted, SWFWMD permit will be submitted prior to building permit issuance. Traffic Engineering 1. Comment: On Sheets Cl and L1, show 20' x 20' sight visibility triangles at the driveway from property lines. There shall be no objects in the sight triangle over the City's acceptable vertical height criteria. (Community Development Code, Section 3 -904 A). Response: 20'X 20' sight triangles are shown on sheets C1 and Ll per Community Development Code Sec. 3 -904A. There are no objects in the sight triangles over the City's acceptable vertical height criteria. ORLANDO DALLAS CHICAGO ATLANTA LAKELAND (�a development services for restaurant, retail, hospitality and commercial programs ■ www.interplano�rando.com aS.�z oz M C 6 H H M M m .Z7 Z M CP ELY C-17 �k • Fi4MPJ '66f to Bay, Clearwater, Florida Response to Comments Page 5 2. Comment: Vehicle(s) stacking for the drive through lanes shall not block drive aisles and /or parking spaces. Response: Per meeting with Himanshu Patni and Stephen Doherty, with City of Clearwater Traffic Operations, a 13' drive isle has been provided to service the 45 degree angle parking. In addition a solid white stripe has been provided to designate a 12' dedicated stacking lane to be utilized by the drive through teller lanes. In addition, two addition cars have been provided too reach the total of 20 cars stacked per city code. Reference sheet C1. 3. Comment: Provide stacking space for a total of 20 vehicles for the drive through lanes per Community Development Code Section 3 -1406 B.5. Response: Per meeting with Himanshu Patni and Stephen Doherty, with City of Clearwater Traffic Operations, a 13' drive isle has been provided to service the 45 degree angle parking. In addition a solid white stripe has been provided to designate a 12' dedicated stacking lane to be utilized by the drive through teller lanes. In addition, two additional cars have been provided to reach the total of 20 cars stacked per city code. Reference sheet C1. 4. Comment: Accessible route shall be designed such that users are not compelled to walk or wheel behind parked vehicles. Florida Accessibility Code for Building Construction Chapter 11, Section 11- 4.6.2... Response: The handicap accessible route has been modified so that users will not walk or wheel behind parked vehicles. Reference sheet C1. 5. Comment: Place ADA standard truncated domes where sidewalk crosses the driveway per F.D.O,T. standards Response: ADA standard truncated domes have been placed where the sidewalk crosses the driveway. Reference sheet C1 6. Comment: Correct the Florida statute number on the handicap parking sign to read ORLANDO DALLAS CHICAGO ATLANTA LAKELAND cc77❑ development services for restaurant, retail, hospitality and commercial programs ■ www.interplanofldndo.com F.S. 318.18. Response: The Florida statute number on the handicap parking sign has been a Vcorrected to read F.S. 318.18. Reference sheet CM. C) °Z m0 M 7. M 0 Comment: Aisle width requirement for 45 degree parking spaces on east side of lot (13 feet) together with the aisle width requirement for stacking spaces (12 m C= MM feet) does not meet minimum requirement. Z Response: Per meeting with Himanshu Patni and Stephen Doherty, with City of Clearwater Traffic Operations, a 13' drive isle has been provided to service the 45 degree angle parking. In addition a solid white stripe has been provided to designate a 12' dedicated stacking lane to be utilized by the drive through teller lanes. In addition, two addition cars have been provided too reach the total of 20 cars stacked per city code. Reference sheet C1. ORLANDO DALLAS CHICAGO ATLANTA LAKELAND cc77❑ development services for restaurant, retail, hospitality and commercial programs ■ www.interplanofldndo.com FifffflrCrM %lf to Bay, Clearwater, Florida Response to Comments Page 6 Planning 1. Comment: The site date table contains a few errors. The zoning is Commercial (C), not GC. With regard to building setbacks and landscape buffer the west is a front and not a side. With regard to parking requirements, the building is proposed at 4,200 square feet, not 4,094; and the parking requirement is 5 per 1,000 SF, not 3 per 1,000 SF. Revise the site data table accordingly. Response: The Site Data Table on sheet C1 has been revised with the corrections listed above. 2. Comment: Sheet ES includes a notation regarding a 50' radius around the ATM per Florida Building Code. However, the radius as depicted on the plan is around the support column to the north of the proposed ATM. Revise the drawing accordingly, Response: The center of the radius is now the ATM, not a support column, this has been clarified on Sheet ES1. 3. Comment: The development proposal requires front setback deviations along the south and west property lines to pavement from 25 feet to 15 feet and 10 feet, respectively. These reduced setbacks can only be requested as part of a Comprehensive Infill Redevelopment Project application. This application must be submitted in addition to that which has already been submitted and the application must be approved by the Community Development Board (CDB). Response: The Comprehensive Infill Redevelopment Project application has been submitted and we are on schedule to be presented for approval at the next community development board meeting. 4. Comment: Sheets C2, C3 and ES1 each include a notation that the proposed building is 4.094 SF. Revise these notations to correctly denote the proposed building square footage. Response: Sheets C2, C3 and ES1 have been revised to correctly denote the proposed building square footage as 4,200 SF. -° 5. Comment: Pursuant to Section 3 -201. D of the CDC, all solid waste containers and - o mechanical equipment shall be completely screened on all four sides. A 0 �, Response: All solid waste containers and mechanical equipment have been m cr completely screened on all four sides with landscaping and screening r%3 material. Reference sheet U. M z ° - 6. Comment: With the submittal of the Comprehensive Infill Development Project application, provide written responses to the Flexibility Criteria set forth in Section 2 -704.0 of the Community Development Code (CDC) to justify the requested setback deviations. The responses need to state "how" the project meets the criteria. Response: Information noted, please reference the attached Comprehensive Infill Development Project Application. ORLANDO DALLAS CHICAGO ATLANTA LAKELAND c i(T development services for restaurant, retail, hospitality and commercial programs ■ www.interplanoggndg.com FiftMMW-Y,-SIf to Bay, Clearwater, Florida Response to Comments Page 7 7. Comment: Pursuant to Section 3- 913.A,4 of the CDC, the proposed development shall be designed to minimize traffic congestion. Clarify how the proposed drive -thru and its stacking into an adjacent drive aisle minimizes congestion, Response: Per meeting with Himanshu Patni and Stephen Doherty, with City of Clearwater Traffic Operations, a 13' drive Isle has been provided to service the 45 degree angle parking. In addition a solid white stripe has been provided to designate a 12' dedicated stacking lane to be utilized by the drive through teller lanes. In addition, two addition cars have been provided too reach the total of 20 cars stacked per city code. Reference sheet C1. Non of the stacking conflicts with traffic circulation around, entering, or leaving the site. 8. Comment: Pursuant to Section 3- 1406.6,5 of the CD, bank drive -thru facilities with four drive -thru lanes shall provide a total of 20 vehicle stacking spaces. Only 18 vehicle stacking spaces have been proposed, and 2 of those spaces extend into the adjacent drive aisle. Revise plans to meet the required vehicle stacking provision, Response: Per meeting with Himanshu Patni and Stephen Doherty, with City of Clearwater Traffic Operations, a 13' drive isle has been provided to service the 45 degree angle parking. In addition a solid white stripe has been provided to designate a 12' dedicated stacking lane to be utilized by the drive through teller lanes. In addition, two addition cars have been provided too reach the total of 20 cars stacked per city code. Reference sheet C1. Non of the stacking conflicts with traffic circulation around, entering, or leaving the site. Please feel free to contact me if you have any questions or require additional information, If I am not available, Jim Neidlinger is the Civil Project Manager and will be able to answer your questions, Sincerely, INTERPLAN LLC ,. b�r- ORLANDO DALLAS CHICAGO ATLANTA LAKELAND as development services for restaurant, retail, hospitality and commercial programs ■ www.interplano9ranedo'.com Monica Pomroy Z Team Manager /Site Development o Z �° m 0 Attachments 0v MI a� cc; Ken Joyner, 'r Mike Bryan, Stuart Anderson, File ORLANDO DALLAS CHICAGO ATLANTA LAKELAND as development services for restaurant, retail, hospitality and commercial programs ■ www.interplano9ranedo'.com WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) ❑ Provide complete responses to the six (6) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA — Explain how each criteria is achieved, in detail: 1. The development or redevelopment is otherwise impractical without deviations from the use and /or development standards set forth in this -- zooni_ng district. l Sim ! '�n.�,Si�i/�E di �/��a�►.S1V o►tRd an�[IPiC�,�?1�.� c�ler� N-. e'�' c`t�fYt Yr rnee� .�z�— ,�e��c re��r ,n•�►} T�a�. 2�5,�+�c1� re..�cr�.�,nt� 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district Will -Qor�� heaa9v� �1 �aq . +n ter• a,�"%e s��s"J o� ±h ot o _ e baw .o mL IL iSsni> colac � CA"VA re ur t and W toe c yetis -"i w 1+'11rk -W% S"roundii ��pe�+ r. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surro di g propertie . � e, ►� s1-ke n t _ will NA _ o�e.�e.�Z�i�lcl-- Nc►e_�d�o��en� p1.�e�r'- 1��an.:_s is�e,.r*��t„ -� � ��•h% 7_- VY -- w► etc ,S �& ire q inA %de"tMen! rte, S re un e4 4. A '" joining properties will not suf�r u st tial as a result of the proposed development. T e ate;eihin _SJ� ;�1 h �S r c3►e 6impir& "asr_eemu- e - • Ttie a PC* i s �t wIA4 -1dee Q�►�O�rii�0. - r_o�ti_e_S. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following jectives: The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating fobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and /or preservation of a working waterfront use. !�Z Z 02 r p 6. Flexibility with regard to use, lot width, required setbacks, height and off - street parking are justified based on demonstrated compliance with the following design objectives: The proposed development will not impede the normal and orderly development and improvement the for des of surrounding properties permitted in this zoning district; m Z TThe proposed development complies with applicable design guidelines adopted by the City; The design, scale and intensity of the proposed development supports the established or emerging character of an area; In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the f Wowing design elements: V Changes in horizontal building planes; I� Use details of architectural such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; �f Variety in materials, colors and textures; fenestration patterns; Il�Distinctive Building stepbacks; and Distinctive roofs forms. e The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. 1flJ�1�1L i l b 1 &� k'l C d�ris —� m a F—' m c.. r. C: \Documents and Settings \derek.ferguson\ Desktop \planningforms_0707 \Comprehensive Infill Project (FLD) 04- 24- 07.doc�� Page 3 of 8 yftr� �i` Conditions Associated WithwD� -- `*� FLS2007 -09043 2710 GULF TO BAY BLVD Engineering Condition Steve Doherty 562 -4773 09/24/2007 The following conditions shall be met prior to the issuance of a Building Permit: Not Met 1. Revise note 12, Sheet CV to indicate coordination with FDOT and City of Clearwater and delete Pinellas County. 2. Show 20'x 20' sight trianges on the site plan per Community Development Code Sec. 3 -904A. 3. Dumpster enclosure shall meet the following requirements: Maximum 6' -0" high and constructed of concrete block. Materials used should be consistent with those used in the construction of and architectural style of the principal building. Applicant shall include City of Clearwater Contract Specifications and Standards, Part "C ", Construction Standards, Index #701 on the plans. 4. Is building sprinkled? If so, show the Fire Department Connection on the plans. 5. Sheet C2.1: Revise utility note #3 to indicate conformity to City of Clearwater requirements, not Pinellas County. 6. Sheet C2.1: Corporation stop shall be per City of Clearwater Contract Specifications and Standards Index # 401, page 1/3. Revise materials notes 4 -6 accordingly. 7. Applicant shall locate sanitary sewer clean -out closest to discharge manhole more to the south. In case of maintenance this location would have less impact on traffic. 8. The City of Clearwater, at the applicant's expense, will remove /relocate any /all water meters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within any impervious areas.) n E�i o The following condition shall be met prior to the issuance of a Certificate of Occupancy: o Z -n-� M O n� 1. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a professional csr engineer or land surveyor registered in the State of Florida. Construction Services Inspector will ti field inspect as -built drawings for accuracy. c General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Note: Reclaimed water is available to this site for irrigation. Environmental Condition Sarah Josuns 562 -4897 09/20/2007 No Issues. Not Met Fire Condition Leonard Rickard 562 -4327 x3078 09/17/2007 No Issues Not Met Landscape Robert Tefft 562 -4539 09/18/2007 Pursuant to Section 3- 1202.E.2 of the CDC, foundation plantings shall be provided for 100% of a Not Met building facade along a right -of -way. The west facade of the proposed bank does not meet this requirement. 09/18/2007 The landscape plan does not reflect the relocation of the existing hedge at the northwest corner of Not Met the parking area to accommodate the new parking spaces. 09/18/2007 Pursuant to Section 3- 1202.E.1 of the CDC, twelve percent of the gross vehicular use area shall Not Met be provided as interior landscaping. Provide clear data regarding the gross vehicular use area in square feet, and the total amount of interior landscaping being provided in square feet. 09/18/2007 Pursuant to Section 3- 1202.E.1 of the CDC, interior islands shall be designed so that no more Not Met than ten (10) parking spaces are provided in a row. The northernmost parking tier contains 16 Print Date: 10/15/2007 Page 1 of 3 CaseConditons T V n FLS2007 -09043 n z 0a O Q am ��_ 2710 GULF TO BAY BLVD M c-q D� ry p m m m Landscape Robert Tefft 562 -4539 parking spaces. Eliminate one of the central spaces in this tier to provide an additional landscape island with appropriate landscaping. 09/18/2007 Pursuant to Section 3- 1202.E.1 of the CDC, a minimum of one tree is required per interior Not Met landscape island. The landscape island along the west property line and the island to the northeast of the drive -thru do not consist of the required trees. 09/18/2007 The plant list denotes the addition of three (3) Sabal Palms; however the landscape plan fails to Not Met clearly depict the location of these new palms. Revise the landscape plan accordingly. 09/18/2007 The landscape plan has been designed with the "future" 800 square foot expansion occuring. Not Met Provide a landscape plan that is based on what is proposed "now ". Land Resource Condition Rick Albee 727 - 562 -4741 09/24/2007 The tree survey is incomplete, all trees, with their actual canopies, on and within 25' of the Not Met property must be shown on all civil plans. See the tree inventory prepared by Native Florida Landscapes. Additional comments may be forthcoming once this data is received and reviewed. Provide prior to CDB. 09/24/2007 Once the trees are shown on the civil plans insure that all utilities and the handicap access Not Met sidewalk is directed away from trees to be preserved. Revise prior to CDB. 09/24/2007 Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape Not Met architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts i.e.; crown elevating, root pruning and /or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and /or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating to tree preservation. Provide prior to building permit. 09/28/2007 Do not add the two parking spaces at the NE corner landscape island as the two trees in the Not Met island are worthy of preservation. Revise prior to CDB. Parks & Rees Condition Debbie Reid . 562 -4818 09/18/2007 No issues - building footprint being reduced, also exempt per Ordinance 3128 -83 and 3129 -83. Not Met Storm Water Condition Phuong Vo 562 -4752 09/19/2007 The following shall be addressed prior to issuance of building permit Not Met 1. Please provide a copy of the approved drainage report and SWFWMD permit. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Traffic Eng Condition Bennett Elbo 562 -4775 09/21/2007 On Sheets C1 and L1, show 20'x 20' sight visibility triangles at the driveway from property lines. Not Met There shall be no objects in the sight triangle over the City's acceptable vertical height criteria. (Community Development Code, Section 3 -904 A). 2. Vehicle(s) stacking for the drive through lanes shall not block drive aisles and /or parking spaces. 3. Provide stacking space for a total of 20 vehicles for the drive through lanes per Community Development Code Section 3 -1406 B.S.. Print Date: 10/15/2007 CaseConditons Page 2 of 3 -o FLS2007 -09043 �� 2710 GULF TO BAY BLVD �m Traffic Eng Condition Bennett Elbo 562 -4775 4. Accessible route shall be designed such that users are not compelled to walk or wheel behind parked vehicles. Florida Accessibility Code for Building Construction Chapter 11, Section 11- 4.6.2. 5. Place ADA standard truncated domes where sidewalk crosses the driveways per F.D.O.T. standards. 6. Correct the Florida statute number on the handicap parking sign to read F.S. 318.18. 7. Aisle width requirement for 45 degree parking spaces on east side of lot (13 -feet) together with the aisle width requirement for stacking spaces (12 -feet) does not meet minimum requirement. (C.D.C. Section 3- 1402A). The above to be addressed prior to a Development Order (D.O.). General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Zoning Condition Robert Tefft 562 -4539 r c.-" r 1.700 v 09/18/2007 The site data table contains a few errors. The zoning is Commercial (C), not GC. With regard to Not Met building setbacks and landscape buffer the west is a front and not a side. With regard to the parking requirement, the building is proposed at 4,200 square feet, not 4,094; and the parking requirement is 5 per 1,000 SF, not 3 per 1,000 SF. Revise the site data table accordingly. 09/18/2007 Sheet ES1 includes a notation regarding a 50' radius around the ATM per Florida Building Code. Not Met However, the radius as depicted on the plan is around the support column to the north of the proposed ATM. Revise the drawing accordingly. 09/17/2007 The development proposal require front setback deviations along the south and west property Not Met lines to pavement from 25 feet to 15 feet and 10 feet, respectively. These reduced setbacks can only be requested as part of a Comprehensive Infill Redevelopment Project application. This application must be submitted in addition to that which has already been submitted and the application must be approved by the Community. Development Board (CDB). 09/18/2007 Sheets C2, C3 and ES1 each include a notation that the proposed building is 4,094 SF. Revise Not Met these notations to correctly denote the proposed building square footage. 09/17/2007 Pursuant to Section 3 -201.D of the CDC, all solid waste containers and mechancial equipment Not Met shall be completely screened on all four sides. 09/17/2007 With the submittal of the Comprehensive Infill Redevelopment Project application, provide written Not Met responses to the Flexibility Criteria set forth in Section 2 -704.0 of the Community Development Code (CDC) to justify the requested setback deviations. The responses need to state "how" the project meets the criteria. 09/17/2007 Pursuant to Section 3- 913.A.4 of the CDC, the proposed development shall be designed to Not Met minimize traffic congestion. Clarify how the proposed drive -thru and its stacking into an adjacent drive aisle minimizes congestion. 09/18/2007 Pursuant to Section 3- 1406.B.5 of the CDC, bank drive -thru facilities with four drive -thru lanes Not Met shall provide a total of 20 vehicle stacking spaces. Only 18 vehicle stacking spaces have been proposed, and 2 of those spaces extend into the adjacent drive aisle. Revise plans to meet the required vehicle stacking provision. Print Date: 10/15/2007 Page 3 of 3 CaseConditons INTCRPLAN 933 LEE ROAD, FIRST FLOOR ORLANDO, FL 32810 PH 407.645.5008 FX 407.629.9124 September 11, 2007 City of Clearwater Public Works 100 South Myrtle Ave. Clearwater, FL 33756 RE: Stormwater Narrative Fifth -Third Bank — Gulf To Bay Clearwater, FL IP Project # 2006.412 Dear Sir or Madam: The proposed project is a Fifth -Third Bank, with associated parking, utilities and infrastructure, located on the North East Corner of Gulf to Bay and Park Place Blvd. The existing master stormwater system for this site permit number 48012621.000 was designed for an impervious surface ratio of 70 %. The existing impervious surface area is 67 %. The proposed project area is 1.56 acres with an impervious amount of 56 which meets the criteria set forth in the existing permit. Therefore, no additional calculations have been submitted. See areas below (also located on sheet Cl of the Civil Construction Plans): Total Site Area: 68,249 SF (1.56 ac) Impervious Area: 40,576 SF (0.59 ac) = 56% Total Site Area Pervious Area: 27,673 SF (0.41 ac) = 44% Total Site Area Attached please find a completed application and set of Construction Plans that indicate the proposed project location and construction of the Fifth -Third Bank. If you have any questions or need additional information, please give me a call. Respectfully, "jam 1 Stuart Anderson, P.E. Sr. Proj ect Manager cc: Jim Neidlinger, EI - Interplan, LLC Mike Bryan - Interplan, LLC Monica Ransom - Interplan, LLC File ARCHITECTURE ■ ENGINEERING ■ PROJECT MANAGEMENT ■ INTERIOR DESIGN ORLANDO DALLAS CHICAGO ATLANTA development services for restaurant, retail, hospitality and commercial programs ORIGINAL RECEIVED SEP 12 2007 PLANNING DEPARTMENT CITY OF CLEARWATER AA 003420 • CA 8660 ■ www.interplanorlando.com C -RkQ 4'gTE `01* �" BO`A� PLANNING DEPARTMENT September 13, 2007 Ms. Tracy Kirkland Interplan, LLC 933 Lee Road Orlando, Florida 32810 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: FLS2007 -09043 — 2710 Gulf -to -Bay Boulevard — Letter of Completeness Dear Ms. Kirkland: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLS2007- 09043. 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, October 4, 2007, 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. Should you have any questions, please do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner III Tel: (727) 5624539 Fax: (727) 562 -4865 E -Mail: r obert. to ftC&rnycleai- Ivater. cons FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" INTERPLAN 933 LEE ROAD, FIRST FLOOR ORLANDO, FL 32810 PH 407.645.5008 FX 407.629.9124 September 12, 2007 Mr. Robert G. Tefft, Planner III City of Clearwater - Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 Tel: 727 - 562 -4865 Reference: FLS2007 -09043 - Gulf -to -Bay Boulevard - Letter of Incompleteness Fifth Third Bank - Gulf -to -Bay Boulevard Project # 02006.0412 Response to Comments Letter Dear Mr. Tefft, Please accept this letter in response to comments dated September 6, 2007. 1. Comment: Section B of the application required the provision of a project valuation and a description of request. These have not been included with the application submitted. Response: The valuation has been added to Section B of the application to reflect a project valuation of $1,200,000.00. The description of request has also been added to the application. 2. Comment: Section D requires the provision of responses to the General Applicability Criteria and the Flexibility Criteria. While responses were provided for the former, responses have not been provided for the latter. Response: Please see the attached letter, regarding the Flexibility Criteria. 3. Comment: Section E of the application requires the acknowledgement of stormwater plan requirements. Stormwater plan requirements were not initialed on the application. Response: Section E of the application has been completed and a copy of the SWFWMD permit application, along with the SWFWMD pre - application meeting notes, dated 6/21 /07. Also included, is a Stormwater Narrative letter, signed and sealed by the Engineer of Record. ORIGINAL RECEIVED SEP 12 2007 PLANNING DEPARTMENT CITY OF CLEARWATER ARCHITECTURE - ENGINEERING ■ PROJECT MANAGEMENT ■ INTERIOR DESIGN ■ AA 003420 ■ CA 8660 ORLANDO DALLAS CHICAGO ATLANTA development services for restaurant, retail, hospitality and commercial programs ■ www.interplanorlando.com rr i INTERPLAN LLC Fifth Third Bank --- Gulf -to -Bay Response Comments Letter Page 2 4. Comment: A signed and sealed survey is required to be submitted with the application. While a survey has been provided, It is not signed and sealed. Response: A signed and sealed survey, dated 9/11/07, along with fourteen (14) copies, is included with this package. 5. Comment: A tree survey and tree inventory is required to be provided with the application. These items have not been provided. Response: A tree survey (sheet TS - signed and sealed) and a copy of the tree inventory has been included with this package. Also included, are the L1 and L1.1 sheets, which were revised based on the tree survey. 6. Comment: The site plan is required to depict /denote all required setbacks. No setbacks have been dimensioned to the existing pavement /parking spaces on site. Provide these dimensions. Response: Please see the attached C1 sheet for dimensioning of all setbacks. Should you have any questions, or require additional information, please feel free to contact me at 407 - 645 -5008, or on my cell phone at 321 - 246 -4825. if I am not available, Jim Neidlinger is the Civil Project Manager and will be able to assist you. Sincerely, INTERPLAN LLC Q� /G racy E. Kirkland Permits Manager /Site Development Attachments CC, Paul N. Wyatt, Wyatt Real Estate Mike Bryan Monica Pomroy Jim Neidlinger File ORIGIN& RECEIVED SEP 12 2007 MANNING DEP Clry Of CLWw� R ORLANDO DALLAS CHICAGO ATLANTA Page 2 development services for restaurant, retail, hospitality and commercial programs ■ www.interplanorlando.com INTCRPLA M 933 LEE ROAD, FIRST FLOOR ORLANDO, FL 32810 PH 407.645.5008 FX 407.629.9124 TRANSMITTAL This message contains confidential Information only for the use of the person named below and may contain communications protected by the architect -client privilege. If you have received this facsimile In error, you are hereby notified that any distribution or copying of this facsimile is prohibited and you are requested to notify the sender Immediately by telephone and to return the original message to us at the above address. COMPANY NAME: City of Clearwater Planning PROJECT #: 02006.0412.01 Development COMPANY ADDRESS: 100 South Myrtle Avenue DATE: September 12, 2007 14 Clearwater, Florida 33756 SHIPPING VIA: Hand Carry ATTN: Mr. Robert Tefft - Planner III PHONE #: (727) 562 -4567 PROJECT NAME: Fifth Third Bank - Clearwater, FL E -MAIL: Sheets L1 and 1-1.1 SUBJECT: Additional Information as Parcel #17- 29 -16- 66373- 000 -0030 Surveys (one copy signed and sealed) D,m netnri fr%r r)DI Dne VP7nG 09/06/2007 Copies Sets Date Description 14 08/17/2007 Sheet C1 14 08/17/2007 Sheet TS 14 08/17/2007 Sheets L1 and 1-1.1 15 09/11/2007 Surveys (one copy signed and sealed) 1 09/06/2007 Letter of Incompleteness 1 09/11/2007 Comment Response Letter (ref. Letter of Incompleteness 14 09/11 /07 Flexibility Criteria Letter 14 04/24/07 Revised Flexible Standard Development Applications showing additional information as requested 14 09/11 /07 Stormwater Narrative (attached to back of application REMARKS: Mr. Tefft, Please find enclosed, the necessary documents for a DRC review. Should you have any questions, please feel free to contact me at 407 - 645 -5008, or on my cell phone at 321 - 246 -4825. If I am N GINAL available, Jim Neidlinger, Civil Project Manager, can be contacted to assist you, RECEIVED Thank you, SEP 12 100 YOUR NAME: Tracy E. CC M. Bryan, J. Neidlin er, Monica Pomroy, Interplan FINING DEPARTMENT Kirkland g l�Ttr OF CLEARWATER ARCHITECTURE � ENGINEERING � PROJECT MANAGEMENT � INTERIOR DESIGN � AA003420 � CA 8660 ORLANDO ■ DALLAS ■ CHICAGO ■ ATLANTA development services for restaurant, retail, hospitality and commercial programs ■ www.interplanorlando.com F:WJ \FifthThirdBank\2006. 0412 \Transmittals \060412tra22.doc i F ylA�AAdf A �'� PLANNING DEPARTMENT September 6, 2007 Ms. Tracy Kirkland Interplan, LLC 933 Lee Road Orlando, Florida 32810 ITY OF C I_.EARATER 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: FLS2007 -09043 — 2710 Gulf -to -Bay Boulevard — Letter of Incompleteness Dear Ms. Kirkland: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLS2007- 09043. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments: 1. Section B of the application requires the provision of a project valuation and a description of request. These have not been included with the application submitted. 2. Section D requires the provision of responses to the General Applicability Criteria and the Flexibility Criteria. While responses were provided for the former, responses have not been provided for the latter. 3. Section E of the application requires the acknowledgement of stormwater plan requirements. Stormwater plan requirements were not initialed on the application. 4. A signed and sealed survey is required to be submitted with the application. While a survey has been provided, it is not signed and sealed. 5. A tree survey and tree inventory are required to be provided with the application. These items have not been provided. 6. The site plan is required to depict/denote all required setbacks. No setbacks have been dimensioned to the existing pavement/parking spaces on site. Provide these dimensions. Pursuant to Section 4 -202 of the Community Development Code, if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff and no further development review action shall be taken until those specified deficiencies are corrected and the application is deemed complete. Please resubmit revised plans and application materials as per the above comments no later than Noon, Wednesday, September 12, 2007. Should you have any questions, please do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner 111 Tel: (727) 562 -4539 Fax: (727) 562 -4865 E -Mail: r° Albert .te 't(_unryclearwater.coin FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" CITY OF CLEARWATER LL PLANNING DEPARTMENT ° } r �a e 100 SOUTH MYRTLE AVENUE �a CLEARWATER, FLORIDA 33756 U TEL: (727) 562 -4567 FAx: (727) 562 -4865 Date: To: From: Re: FACSIMILE COVER SHEET September 6, 2007 Tracy Kirkland, Interplan, (407) 629 -9124 Robert G. Tefft, Planner III FLS2007 -09043 / 2710 Gulf -to -Bay Boulevard (Fifth Third Bank) Number of Pages Including Cover Sheet: 2 Comments: While the application has been reviewed for completeness, there are concerns that the use may not be approvable given the use restrictions associated with the Ordinances associated with the Development of Regional Impact (DRI). These concerns are being looked into, and I will keep you informed of whatever determinations are made. ** Please confirm receipt via e-mail at: robert.tefflAmyclearwater.com ** ** Visit the Planning Department online at ivww.myclearwater.com ** Tefft, Robert From: Tefft, Robert Sent: Thursday, September 06, 2007 2:39 PM To: Dougall- Sides, Leslie Cc: Clayton, Gina Subject: Park Place DRI Leslie: We have a question regarding the Park Place DRI. An application (FLS2007- 09043) has been made to construct a bank on Parcel 11 within the DRI. This parcel is designated for Retail Commercial use; however per the Community Development Code, a bank is considered to be an Office use. As such, this would not seem to be an allowable use on this parcel. However, Ordinance No. 6107 -96 established a conversion factor to "trade -off' Retail square footage for Office square footage, but did so with specific reference to Parcel 4. Here's the question: can this conversion factor, although it was specific to Parcel 4 in the Ordinance, be utilized on other Parcels within the DRI? Thanks. Robert G. Tefft, Planner III City of Clearwater Planning Department Phone: (727) 562 -4539 Fax: (727) 562 -4865 CDB Meeting Date: November 20, 2007 Case Number: FLD2007 -10031 Agenda Item: E. 1. Owner: Clant, Inc. Applicant /Agent: Monica Pomroy, Interplan, LLC Addresses: 2710 Gulf -to -Bay Boulevard CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval for a Retail Sales and Service use (Bank) within the Commercial (C) District and the Park Place Development of -Regional Impact (DRI) with a reduction from the front (south) setback from 25 feet to 15 feet (to pavement) and a reduction from the front (west) setback from 25 feet to 10 feet (to pavement) as a Comprehensive Infill Redevelopment Project pursuant to Section 2 -704.0 of the Community Development Code. CURRENT ZONING: Commercial (C) District CURRENT FUTURE LAND ' USE CATEGORY: Commercial General (CG) PROPERTY USE: Current Use: Restaurant Proposed Use: Retail Sales and Services (Bank) EXISTING North: Commercial (C) Offices SURROUNDING ZONING South: Commercial (C) Retail Sales and Services AND USES: East: Commercial (C) Restaurant West: Commercial (C) Restaurant ANALYSIS: Site Location and Existing Conditions: The 1.57 -acre subject property is located at the northeast corner of Gulf -to -Bay and Park Place Boulevards. The property is zoned Commercial (C) and consists of an abandoned restaurant use (formerly Ruby Tuesday). The subject property is also located within the boundaries of the Park Place Development of Regional Impact (DRI) as a part of the larger Parcel 11. The Park Place DRI was established on September 1, 1983, via Ordinance No. 3205 -83, but has been amended several times since its creation. According to the most recent Ordinance regarding the DRI (Ordinance No. 7215 -03), the uses associated with subject property shall be Commercial (Retail). Development Proposal: The applicant has submitted a Flexible Development (FLD) application for a Comprehensive Infill Redevelopment project for the construction of a 4,200 square foot bank with 49 off - street parking spaces. The proposed building will be constructed in place of the current building, while the site will not be modified substantially from its present configuration. It is noted, however, that the existing parking spaces along the south property line will be shifted five feet toward the north and reduced in number from 18 to 10 spaces. The parking spaces along the west property line will also be reduced in number Community Development Board — November 20, 2007 FLD2007 -10031 — Page 1 from 15 to 13 spaces. The development proposal's compliance with the various development standards of the Community Development Code (CDC) is discussed below. Impervious Surface Ratio (I.S.R.): Pursuant to Section 2 -401.1 of the CDC, the maximum I.S.R. permitted within the Commercial General (CG) Future Land Use category is 0.95. As proposed, the development will have an I.S.R. of 0.56 and therefore meets the above requirement. Floor Area Ratio (F.A.R.): Pursuant to Section 2 -701.1 of the CDC, the maximum F.A.R. permitted within the CG Future Land Use category is 0.55. As proposed, the development will have an F.A.R. of 0.06 and therefore meets the above requirement. Minimum Setbacks: Pursuant to Section 2 -704 of the CDC, there are no established setbacks for Comprehensive Infill Redevelopment projects within the C zoning district; however there are established setbacks for retail sales and service uses of 15 -25 feet (front), 0 -10 feet (side), and 10 -20 feet (rear). It is noted that the subject property is bordered on two sides by rights -of -way: Gulf -to -Bay Boulevard on the south and Park Place Boulevard on the west. As such, the subject property has two fronts and two sides for the purpose of determining setbacks. The proposed building will exceed all required setbacks for retail sales and service uses. The proposed parking area (i.e. pavement) will either meet or exceed the required setback along the north and east sides of the property; however setbacks of only 15 feet and 10 feet are proposed along the south and west property lines, respectively. With regard to the south (front) property line, the existing 18 parking spaces are set back at 1'0 feet, but will be reduced in number to 10 parking spaces and shifted northward to provide for a 15 -foot setback. While these modifications upon the existing situation do not result in a site plan that meets all requirements, they do result in a substantial improvement upon what presently exists. With regard to the west (front) property line, the existing 10 -foot setback will be retained; however the number of parking spaces will be reduced from 15 to 13 parking spaces. Given the existing improvements that have been made to the subject property and the required cross - access between the subject property and its neighboring parcels, redevelopment of the parcel in a manner that would meet all required setbacks would be impractical. Therefore, the requested reductions in setbacks are justifiable and supportable. Maximum Height: Pursuant to Section 2 -704 of the CDC, there is no established maximum height for Comprehensive Infill Redevelopment projects within the C zoning district; however there is an established maximum height for retail sales and service uses of 25 feet (minimum standard). The proposed building has a height of 18.66 feet, which meets the above referenced maximum allowable height. Minimum Off - Street Parking: Pursuant to Section 2 -704 of the CDC, retail sales and service uses shall provide off - street parking at a rate of 5 spaces per 1,000 square feet of gross floor area. Therefore, the proposed 4,200 square foot bank requires 21 off - street parking spaces. As proposed, the development exceeds this requirement with 49 off - street parking spaces. Community Development Board — November 20, 2007 FLD2007 -10031 — Page 2 Landscapin &. Pursuant to Section 3- 1202.E.1 of the CDC, interior landscape islands shall be designed so that in most cases no more than ten parking spaces are provided in a row (staff may permit flexibility up to 15 spaces in a row). As proposed, the existing northernmost parking tier consists of 16 consecutive parking spaces, which exceeds the maximum approvable range for consecutive parking spaces without an intermittent 'interior landscape island. Therefore, it is attached as a condition of approval that prior to the issuance of any building permits, the development plans shall be revised to depict the replacement of a parking space within the northernmost parking tier with a landscape island consistent with the requirements of Division 12 of the CDC. Development of Regional Impact (DE As stated previously, the subject property is a part of the Park Place DRI, which was established on September 1, 1983, via Ordinance No. 3205 -83. The original DRI has been amended several times since its creation and according to the most recent Ordinance (Ord. No. 7215 -03), the subject property is for Commercial (Retail) use. As such, the proposed use retail sales and services (bank) is consistent with the allowable use as per the Master Development Plan for the Park Place DRI. Code Enforcement Analysis: There is no outstanding Code Enforcement issue associated with the subject property. COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards and criteria as per Sections 2 -701.1 and 2 -704 of the CDC: 1 See above discussion with regard to Minimum Setbacks Community Development Board — November 20, 2007 FLD2007 -10031 — Page 3 Standard Proposed Consistent Inconsistent I.S.R. 0.95 0.56 X , F.A.R. 0.55 0.06 X Minimum Front: 15 -25 feet South: 80.3 feet (to building) X1 Setbacks 15 feet (to pavement) West: 61 feet (to building) X' 10 feet (to pavement) Side: 0 -10 feet East: 88.65 feet (to building) X' 10 feet (to pavement) North: 103 feet (to building) X' 33 feet (to pavement) Maximum 25 feet 18.66 feet X Height Off - Street 5 spaces per 1,000 sq. ft. of gross 11.66 spaces per 1,000 sq. ft. of X Parking floor area 21 spaces) gross floor area 49 spaces) 1 See above discussion with regard to Minimum Setbacks Community Development Board — November 20, 2007 FLD2007 -10031 — Page 3 COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per Section 2 -704.0 of the CDC (Comprehensive Infill Redevelopment): Community Development Board — November 20, 2007 FLD2007 -10031 — Page 4 Consistent Inconsistent 1. The development or redevelopment is otherwise impractical without deviations from X the use and/or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and policies of X the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. The development or redevelopment will not impede the normal and orderly X development and improvement of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed X development 5. The proposed use shall otherwise be permitted by the underlying future land use X category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. 6. Flexibility with regard to use, lot width, required setbacks, height and off - street X parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Community Development Board — November 20, 2007 FLD2007 -10031 — Page 4 COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per Section 3 -913.A of the CDC: SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of October 4, 2007, and deemed the development proposal to be sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact: 1. That the 1.57 -acre subject property is located at the northeast corner of Gulf -to -Bay and Park Place Boulevards; 2. That the subject property is located within the Commercial (C) District; 3. That the subject property is located within the Commercial General (CG) Future Land Use category; 4. That. the subject property is located within the Park Place Development of Regional Impact (DRI); 5. That the development proposal is compatible with the surrounding area; and 6. That there are no active Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Master Development Plan for the Park Place DRI; 2. That the development proposal is consistent with the Standards and Criteria as per Section 2 -701.1 of the CDC; 3. That the development proposal is consistent with the Standards and Criteria as per Section 2 -704 of the CDC; 4. That the development proposal is consistent with the Flexibility Criteria as per Section 2 -704.0 of the CDC; and 5. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913.A of the CDC. Based upon the above and subject to the attached conditions, the Planning Department recommends APPROVAL of the Flexible Development application for a bank (retail sales and services) within the Commercial (C) District and the Park Place Development of Regional Impact (DRI) with a reduction from the front (south) setback from 25 feet to 15 feet (to pavement) and a reduction from the front (west) Community Development Board — November 20, 2007 FLD2007 -10031 —Page 5 Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of . X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of October 4, 2007, and deemed the development proposal to be sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact: 1. That the 1.57 -acre subject property is located at the northeast corner of Gulf -to -Bay and Park Place Boulevards; 2. That the subject property is located within the Commercial (C) District; 3. That the subject property is located within the Commercial General (CG) Future Land Use category; 4. That. the subject property is located within the Park Place Development of Regional Impact (DRI); 5. That the development proposal is compatible with the surrounding area; and 6. That there are no active Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Master Development Plan for the Park Place DRI; 2. That the development proposal is consistent with the Standards and Criteria as per Section 2 -701.1 of the CDC; 3. That the development proposal is consistent with the Standards and Criteria as per Section 2 -704 of the CDC; 4. That the development proposal is consistent with the Flexibility Criteria as per Section 2 -704.0 of the CDC; and 5. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913.A of the CDC. Based upon the above and subject to the attached conditions, the Planning Department recommends APPROVAL of the Flexible Development application for a bank (retail sales and services) within the Commercial (C) District and the Park Place Development of Regional Impact (DRI) with a reduction from the front (south) setback from 25 feet to 15 feet (to pavement) and a reduction from the front (west) Community Development Board — November 20, 2007 FLD2007 -10031 —Page 5 setback from 25 feet to 10 feet (to pavement) as a Comprehensive Mll Redevelopment Project pursuant to Section 2 -704.0 of the Community Development Code. Conditions of Approval: 1. That prior to the issuance of any building permits, all outstanding comments of the Engineering Department shall be addressed; 2. That prior to the issuance of any building permits, the development plans shall be revised to depict the replacement of a parking space within the northernmost parking tier with a landscape island consistent with the requirements of Division 12 of the CDC; 3. That all future signage associated with the development and/or tenant spaces be designed as a part of the architectural theme of the building and be consistent with the materials and colors of the building; and 4. 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. Prepared by Planning Department Staff: S7 e, Robert G. Tefft, Planner III ATTACHMENTS: ❑ Location Map ❑ Aerial Map ❑ Future Land Use Map ❑ Zoning Map ❑ Existing Surrounding Uses Map ❑ Photographs of Site and Vicinity S: (Planning DepartmentlC D BIFLEX (FLD)IPending cases)Up for the next CDBIGulf to Bay 2710 - Fifth Third Bank (DRI) 11 -20 -07 R71Gulf to Bay 2710 - Staff Report 11- 20- 07.doc Community Development Board — November 20, 2007 FLD2007 -10031 — Page 6 Robert G. Tefft 100 South Myrtle Avenue Clearwater, Florida 33756 (727) 562 -4539 robert.tefftAmyclearwater.com PROFESSIONAL EXPERIENCE • Planner III City of Clearwater, Clearwater, Florida June 2005 to Present Duties include performing technical review of and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports, and making presentations to various City Boards and Committees. • Planner II City of Clearwater, Clearwater, Florida May 2005 to June 2005 Duties include performing technical review of and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports. Senior Planner City of Delray Beach, Delray Beach, Florida October 2003 to May 2005 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional uses, rezonings, land use amendments, and text amendments. Organized data and its display in order to track information and provide status reports. Make presentations to various City Boards. Planner City of Delray Beach, Delray Beach, Florida March 2001 to October 2003 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional use and text amendments. Organization of data and its display in order to track information and provide status reports. Provided in -depth training to the Assistant Planner position with respect to essential job functions and continuous guidance. Assistant Planner City of Delray Beach, Delray Beach, Florida October 1999 to March 2001 Performed technical review of and prepared staff reports for site plan development applications. Performed reviews of building permit applications. Provided information on land use applications, ordinances, land development regulations, codes, and related planning programs /services to other professionals and the public. EDUCATION • Bachelor of Arts, Geography (Urban Studies), University of South Florida, 1999 LICENSES & CERTIFICATES • American Planning Association Community Development Board — November 20, 2007 FLD2007 -10031 — Page 7 FL CLANT INC PO BOX 916464 LONGWOOD FL 32791 - 6464 FAMILY INTEREST, THE INC 2141 MAIN ST STE N DUNEDIN FL 34698 - 5698 K B INVESTMENT HOLDINGS LTD 2226 SR 580 CLEARWATER FL 33763 - MONICA POMROY, INTERPLAN, LLC 933 LEE ROAD ORLANDO, FL 32810 TARGET CORP PO BOX 9456 MINNEAPOLIS MN 55440 - 9456 10031; 17 CLEARWATER MALL LLC PO BOX 4900 SCOTTSDALE AZ 85261 - 4900 GMRIINC PO BOX 593330 ORLANDO FL 32859 - 3330 MACDILL FEDERAL CREDIT UNION PO BOX 89909 TAMPA FL 33689 - 0415 PARK PLACE LAND LTD 2828 CORAL WAY # 200 CORAL GABLES FL 33145 - WACHOVIA BANK PO BOX 36246 CHARLOTTE NC 28236 - CLEARWATER NEIGHBORHOODS COALITION JOE EVICH, PRESIDENT P.O. BOX 8204 CLEARWATER, FL 33758 GLENBOROUGH PARK PLACE LLC 400 S EL CAMINO REAL SUITE 11 SAN MATEO CA 94403 - MID - PINELLAS OFFICE PARK INC 4500 140TH AVE N STE 101 CLEARWATER FL 33762 - ST PETERSBURG, CITY OF PO BOX 2842 ST PETERSBURG FL 33731 - 2842 M CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, November 20, 2007, beginning at 1:00 PM, in the City Council Chambers, in City Hall, 3rd floor, 112 South .Osceola Ave, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. Clant. Inc (Monica Pomroy, Interplan, LLC) are requesting Flexible Development approval for a bank (retail sales and services) within the Commercial (C) District and the Park Place Development of Regional Impact (DRI) with deviations from the front (south) setback from 25 ft to 15 ft (to pavement) and the front (west) setback from 25 ft to 10 ft (to pavement) as a Comprehensive Infill Redevelopment Project pursuant to Sec 2 -704.0 of the Community Development Code. [Proposed Use: Retail Sales and Services (Bank)] at 2710 Gulf -to -Bay Blvd, Park Place Outparcels Parcel C. Assigned Planner: Robert G. Tefft, Planner III. FLD2007 -10031 2. John H. Meek Jr. (Renee Ruggiero, Northside Engineering Services, Inc) are requesting Flexible Development approval for a Comprehensive Inflll Redevelopment Project to permit an off - street parking lot in the Commercial (C) District with a reduction to the lot width along Missouri Ave. from 100 ft to 67 ft, a reduction to the lot width along Rogers St. from 100 ft to 84 ft, a reduction to the minimum lot area from 10,000 sq. ft to 6,728 sq. ft, a reduction to the front (west) setback from 25 ft to 10 ft (to pavement), a reduction to the front (south) setback from 25 ft to 10 ft (to pavement), a reduction to the side (north) setback from 10 ft to five ft (to pavement) and a reduction to the side (east) setback from 10 ft to zero ft (to pavement) under the provisions of Sec. 2- 704.C. and a reduction to the front (west) landscape buffer from 15 ft to 10 ft, a reduction to the side (east) landscape buffer from five ft to zero ft, and a reduction to the required interior landscaping from 10% to 4.39% under the provisions of a Comprehensive Landscape Program per Sec. 3- 1202.G. (Proposed Use: Free Standing Parking Lot) at 1200 Rogers St., Hibiscus Gardens Blk R, Lots 30B, 31A & 31B Less St. Assigned Planner: A. Scott Kurleman, Planner II. FLD2007 -06024 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4 -206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross - examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and h spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8 :30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562 -4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Cynthia E. Goudeau, MMC Planning Director City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758 -4748 NOTE: Applicant or representative must be present at the hearing. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562 -4093 WITH THEIR REQUEST. To learn more about presenting to Clearwater boards and City Council, go to http:// clearwater .granicus.comNiewPublisher.php ?view id =11 and click on "Resident Engagement Video." You can also check the informational video out from any Clearwater public library. Ad: 11/08/07 Clearwater City of Clearwater Development &Neighborhood Services Building Department Meeting Loq ..NAME v- Please Pant " ..� Company .or. e 'Camen t Contact: Phone or E-mail:.. /6 2a MLI �CHAf[_ L ® Z /� ✓� �.o �— c�r ✓ices 1�.4€/. Lo zQ�! G' /FA P.�.�� . m� AJ F C w ,fate., y /< -Tow C t o I�Ip e, 0�-aia,- WA r� -u /W QO t►.Y �� rove. com CO-W FL e&A Ax; EA �4 t..k�15 YVlE1.0�1E GtTY Citt+fu� A4E AM r /' U g • 'I• •' MW M M ;>444 . 44M CLANTINC PO BOX 916464 LONGWOOD FL 32791 - 6464 FAMILY INTEREST, THE INC 2141 MAIN ST STE N DUNEDIN FL 34698 - 5698 K B INVESTMENT HOLDINGS LTD 2226 SR 580 CLEARWATER FL 33763 - FLD, 7- 10031; 17 CLEARWATER MALL LLC CLEARWATER NEIGHBORHOODS PO BOX 4900 COALITION JOE EVICH, PRESIDENT SCOTTSDALE AZ 85261 - 4900' P.O. BOX 8204 CLEARWATER, FL 33758 MONICA POMROY, INTERPLAN, LLC 933 LEE ROAD ORLANDO, FL 32810 GMRIINC PO BOX 593330 ORLANDO FL 32859 - 3330 MACDILL FEDERAL CREDIT UNION PO BOX 89909 TAMPA FL 33689 - 0415 PARK PLACE LAND LTD 2828 CORAL WAY # 200 CORAL GABLES FL 33145 - TARGET CORP WACHOVIA BANK PO BOX 9456 PO BOX 36246 MINNEAPOLIS MN 55440 - 9456 CHARLOTTE NC 28236 - GLENBOROUGH PARK PLACE LLC 400 S EL CAMINO REAL SUITE 11 SAN MATEO CA 94403 - MID- PINELLAS OFFICE PARK INC 4500 140TH AVE N STE 101 CLEARWATER FL 33762 - ST PETERSBURG, CITY OF PO BOX 2842 ST PETERSBURG FL 33731 - 2842 2° r � CJ J m L fj� Cambridge Cir. Iz- i;: ;, A ors .� Ike U, Q z > ❑ � •iii Y � u CL q r� J w SRS o u m 0 L U 2 PROJECT SITE P LOCATION MAP Owner: Clant, Inc. Case: FLD2007 -10031 Site: 2710 Gulf -to -Bay Boulevard Property 1.57 Size Acres : Atlas 291 A Page: PIN: 17- 29 -16- 66373 - 000 -0030 1 0 AERIAL MAP Owner: Clait, Inc, Case: FLD2C07 -10031 Site: 2710 Gulf -to-Bay Boulevard Property 1.57 Atlas 291A Page: PIN: 17- 29 -16- 66373 -0 D0 -CO30 z z 4j0 31 J� �v RIOG 4zo Q Q�QV 430 Q N o N N N o g N N GULF TO BAY BLVD N N N N n N n FUTURE LAND USE MAP Owner: Clant, Inc, Case: FLD2007 -10031 Site: 2710 Gulf -to -Bay Boulevard Property 1.57 Size Acres : Atlas 291 A Page: PIN: 17- 29 -16- 66373- 000 -0030 `Oo m h z 4j0 � 311 2a i i 7411 1100 JO zap 8 A c (c) !v� 9.43 Ac (c 420 Q Qv 430 Q Q T15(S) C 59392 � C D B E A �1 1 X66373 � J)) N p N N N 145.11 g o ry N GULF TO BAY BLVD � 1 I NI 15 I7 18 '4 4 6 5@ N 6 "' 7 N tip N o °' N N F- 16503 N ZONING MAP Owner: Clant, Inc. Case: FLD2007 -10031 Site: 2710 Gulf -to -Bay Boulevard Property 1.57 Size Acres : Atlas 291 A Page: PIN: 17- 29 -16- 66373 - 000 -0030 �o os G 4j0 Office / Restaurant a2 311 Office 400 JO zaos 8 Ac (c ) �V !(� 9.43 Ac (C) 420 Q QV 430 Q n 5(s) 59392 J C D B E A — Resti urant ORetail / Restaurant 66373 J N h O O O -0 ^ ,0 a o 14511 O N N O O ^ n N N N N N N GULF TO BAY BLVD M 1 1 1 1 14 16 17 3 15 18 O T+ I -111 0 I 5 6 7N �I N N N N Retail Sales and 16503 Services N EXISTING SURROUNDING USES MAP Owner: Clant, Inc. Case: FLD2007 -10031 Site: 2710 Gulf -to -Bay Boulevard Property 1.57 Size Acres : Atlas 291 A Page: PIN: 17- 29 -16- 66373 - 000 -0030 9 & Looking north from subject property toward existing building Looking southwest from subject property toward existing signage Looking east from subject property toward adjacent property Looking north from subject property _ owarc existing refuse enclosure 2710 Gulf -to -Bay Boulevard FLD2007 -10031 .v a. MERPLANJ ia.cnn.rnco. a. 1.... �..'..1.. -_ -. L.,. M. ■..�.I .— .��,_ ■_• �. L ■ ■ ■� �,i.— _ - - - - -� c. �. o�i :_� - ��d� o - °� I ill � ■��. I_I�I � \I .��■�• � Iwl I��I Iii ICI ._u_. I i RIME _,I� .� —fir _ __. o sic. Q. � I__.I o • —�`r�' RIGHT ELEVATION C .N'•1'P REAR ELEVATION .C.1LE IN'•1V �I g �e ORIGINAL RECEIVED EP 0 4 2001 PLANNING DEPARTMENT CITY OF CLEARWATER m vv A e e A s` a `S LL � � O A8.1 0 RENDERING fi4 a B -------- ------ — ------- —. N t GULF TO BAY BOULEVARD (S.R. 60) (RI , 0, WAY q ,t VMes) •I I •1 12a un��nnunn� � NVTERPLAN s ARCHIIECIURE ea MOM BESGN Pr,� � oaet¢a�.o,xmrlorn crvroo. aolv,exeto n me�iveo�i, Z QU O O m a Y Q 62 1-7 = LL U LL- ILL. con>awr rg =7 wrts vuc nesncavcn�ooavans ron�ox� �rn mt.��vneaoarx� mo�ucmes ovscaicanwca'ae — mae�.rtc. mt)q R c�cvao: r< � —_. li � c 3 7 '!1 li I ` td s � g qp ��1 � I; � r•��9rs�}�11�k' �1�1 q�IJ�r} r '�� a 'k � 1 c•`�°`"�^s n� SF� I �� O: n g I . I" ra'tbR:.,,I,w,r, i(P41111W ._a�. - � v W} af I GULF TO BAY BOULEVARD (S.R. 60) (RI , 0, WAY q ,t VMes) •I I •1 12a un��nnunn� � NVTERPLAN s ARCHIIECIURE ea MOM BESGN Pr,� � oaet¢a�.o,xmrlorn crvroo. aolv,exeto n me�iveo�i, Z QU O O m a Y Q 62 1-7 = LL U LL- ILL. con>awr rg =7 wrts vuc nesncavcn�ooavans ron�ox� �rn mt.��vneaoarx� mo�ucmes ovscaicanwca'ae — mae�.rtc. mt)q R c�cvao: Zix r"" O uj r Q ® C14 d3 QQ; W W �I'M pa�c �U ZO � � V d I~ 8 x 0 ID M k6 P A J w x z E n a N N d N a N 9_7 N q� �4p Q i Y C C VICINITY MAP Ni r S..xge-4 '"'^ ,y -� 'p :Y -.�•� .:r'Tii _.. 'trek,` ^g ::•, _..30 s"4 I E LOCATION MAP - z �'3x : <Y`#�' ��y�a�(�,a r'.� ��t}�.gg +�7�'`�._.; ��ii�y nnx .a ' �.c, -s "•,: 'ice �r� ,6"5 n. �� sr ; ,k � •u'3s ��3' ... � .. m 0 � DD oq x , / zi� I vml , &I IT y T1 t 13 GENERAL NOTES LEGAL DESCRIPTION 1. ALL INFRASTRUCTURE AND IMPROVEMENTS SHALL CONFORM TO THE STANDARDS AND LEGAL DESCRIPTION: SPECIFICATIONS OF THE LOCAL JURISDICTION AND WILL BE SUBJECT TO THEIR INSPECTION PARCEL "C®, PARK PLACE OUTPARCELS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN AND ACCEPTANCE. PLAT BOOK 113, PAGES 60 AND 61, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA 2. SITE LOCATION: NORTHEAST CORNER HIGHWAY 60 AND PARK PLACE TOGETHER WITH EASEMENTS FOR THE BENEFIT OF THE ABOVE DESCRIBED LANDS AS SET FORTH IN SPECIAL WAR DEED RECORDED IN OFFICIAL RECORDS BOOK 8874, PAGE 1026, OF THE BOULEVARD,CLEARWATER, FLORIDA PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, PURSUANT TO EASEMENT AND RESTRICTIVE EDG OF FLORIDA COVENANT AGREEMENT DATED APRIL 25, 1985, RECORDED IN OFFICIAL RECORDS BOOK 5978, 3. THIS SITE LIES IN FLOOD ZONE X, FEMA PANEL #12103CO128G, DATED 09/03/2003. PAGE 2110, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 257 PLAZA DRIVE, SUITE D CONTAINING 1.567 ACRES,MORE OR LESS (68,249 SQUARE 4. BOUNDARY, TOPOGRAPHIC, AND TREE SURVEY BY ENGINEERING DESIGN GROUP, 257 ORLANDO, FL 32810 PLAZA DRIVE, SUITE D, ORLANDO, FL 32765. TAMPA, FL 33609 5. BENCHMARK — REFER TO TOPOGRAPHIC SURVEY BY ENGINEERING DESIGN GROUP. CONTACT: FRANK TRAHAN 6. LEGAL DESCRIPTION SHOWN HEREIN IS FURNISHED BY SURVEYOR, AND IS INCLUDED CONTACT: MIKE CHARLES FOR PERMITTING AND APPROVAL PURPOSES, AND AS A COURTESY FOR THE CONTRACTOR. REG. #: 19197 INTERPLAN LLC. ASSUMES NO LIABILITY FOR ITS ACCURACY OR COMPLETENESS. PH: 81 3.288.5109 7. SITE GEOTECHNICAL INVESTIGATION PERFORMED BY PSI LLC, INTERPLAN LLC. ASSUMES PH: 407.645.5008 NO RESPONSIBILITY FOR THE CORRECTNESS, ACCURACY AND COMPLETENESS OF THEIR FX: 813,207,0017 WORK. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL ENGINEER'S FX: 407.629.9124 REPORT FOR THIS SITE AND COMPLY WITH RECOMMENDATIONS CONTAINED THEREIN. IF DEVELOPER / APPLICANT ADDITIONAL SERVICES ARE REQUIRED, THE CONTRACTOR SHALL MAKE A REQUEST TO THE LANDSCAPE ARCHITECT OWNER. FIFTH THIRD BANK 8. CONTRACTOR SHALL PROVIDE AND INSTALL EROSION CONTROL DEVICES (SILT FENCE OR INTERPLAN LLC OTHER METHODS) AT LIMITS OF CONSTRUCTION AND AROUND EACH STORM INLET PRIOR TO 4401 WEST KENNEDY BLVD. CONSTRUCTION, AND SHALL MAINTAIN SAID EROSION CONTROL DEVICES DURING 933 LEE RD., 1ST FLOOR CONSTRUCTION, ALL IN CONFORMANCE WITH CURRENT LOCAL, COUNTY AND STATE CRITERIA. SECOND FLOOR 9. THE SITE SHALL BE CLEARED AS MAY BE NOTED ON THE PLANS, OF ALL OBSTRUCTIONS ORLANDO, FL 32810 AND DELETERIOUS MATERIAL SUCH AS FENCES, WALLS, ° FOUNDATIONS, LOGS, SHRUBS, TAMPA, FL 33609 BRUSH, WEEDS, OTHER VEGETATION, AND ACCUMULATION OF RUBBISH OF WHATEVER NATURE. CONTACT: RICK ABT OFF —SITE DISPOSAL, INCLUDING ANY HAZARDIOUS MATERIAL ENCOUNTERED, SHALL BE IN CONTACT: MIKE CHARLES ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS. REG. #: 44447 10. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY INTERPLAN LLC. OF ANY DISCREPANCIES I PH: 407.645.5008 BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR TO START OF CONSTRUCTION. FX: 407.629.9124 LEGENDS 11. THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR ANY DESIGN CHANGES STRUCTURAL ENGINEER WHICH HE MAY INCORPORATE INTO THE PLANS WITHOUT PRIOR WRITTEN CONSENT AND /OR APPROVAL FROM THE OWNER AND THE ENGINEER. Z` PROPOSED 12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EACH EXISTING RIGHT OF WAY WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION AND CITY OF CLEARWATER, PROPOSED CONTOUR 73,50 13. SCS SOILS: MYAKKA MEET EXISTING GRADE MEG 14. STORMWATER MANAGEMENT IS PROVIDED BY MASTER DEVELOPMENT STORMWATER SYSTEM. EDGE OF PAVEMENT EOP 15. THE CONTRACTOR SHALL RESTORE OFF —SITE AREAS TO A CONDITION EQUAL TO OR FLUSH WITH PAVMENT FWP BETTER THAN THE CONDITION EXISTING PRIOR TO COMMENCEMENT OF CONSTRUCTION. 16. ALL DISTURBED AREAS SHALL BE SODDED. GRADE BREAK GB 17. AT LEAST 30 DAYS PRIOR TO ANTICIPATED COMPLETION OF SITE CONSTRUCTION, THE TOP OF WALL TOW FINAL CERTIFICATION PROCESS WILL BEGIN. THE CONTRACTOR SHALL PROVIDE DOCUMENTS AND INFORMATION, IN A TIMELY MANNER, TO ENGINEER, INCLUDING, WITHOUT LIMITATION: a. SURVEYED "AS– BUILTS" PER AS –BUILT SURVEY SCOPE IN SPEC MANUAL. SPOT ELEVATION b. COMPACTION AND DENSITY TEST REPORTS, AND c. PRESSURE TESTING AND BACTERIOLOGICAL TESTING RESULTS, AS REQUIRED, FOR DIRECTION OF FLOW �- WATER DISTRIBUTION AND /OR WASTEWATER COLLECTION /TRANSMISSION SYSTEMS. THE CONTRACTOR SHALL HAVE TWO (2) SETS OF AS –BUILT PLANS, SIGNED AND SEALED BY STORM-SEWER & INLET SURVEYOR OF RECORD, ON SITE THE DAY OF THE CIVIL ENGINEERING FINAL PUNCH LIST INSPECTION. THE GENERAL CONTRACTOR IS TO GIVE THE TWO AS –BUILT PLANS TO THE DOWN SPOUT DRAINS REPRESENTATIVE FROM INTERPLAN COMPLETING THE INSPECTION. IF ANY DEFICIENCIES ARE NOTED, ONE SET OF RED –LINED AS –BUILT PLANS WILL BE GIVEN TO THE GC FOR SANITARY SEWER & MANHOLE REVISIONS TO BE MADE. REVISED AS– BUILTS WILL NEED TO BE FORWARDED TO INTERPLAN BEFORE ANY CERTIFICATIONS CAN BE INITIATED. CLEANOUT C.O. 18. ALL TRAFFIC CONTROL DEVICES, EQUIPMENT AND INSTALLATION SHALL MEET THE REQUIREMENTS OF THE LOCAL JURISDICTION AND /OR FLORIDA DEPARTMENT OF WATER SERVICE ® TRANSPORTATION, _ FIRE HYDRANT m 0 � DD oq x , / zi� I vml , &I IT y T1 t E SHEET L OWNER a uji\jbULTANT CONTACTS DESCRIPTION CV OWNER ARCHITECT ELECTRICAL ENGINEER SURVEYOR FIFTH THIRD BANK INTERPLAN LLC INTERPLAN LLC EDG OF FLORIDA 4401 WEST KENNEDY BLVD. 933 LEE RD., 1ST FLOOR 933 LEE RD., 1 ST FLOOR 257 PLAZA DRIVE, SUITE D SECOND FLOOR ORLANDO, FL 32810 ORLANDO, FL 32810 OVIEDO, FL 32765 TAMPA, FL 33609 CONTACT: DAVID BOYCE CONTACT: FRANK TRAHAN CONTACT: GREGORY R. CRAWFORD CONTACT: MIKE CHARLES REG, #: 11595 REG. #: 19197 REG. #: 5192 PH: 81 3.288.5109 PH: 407.645,5008 PH: 407.645.5008 PHONE: 407.971.0856 FX: 813,207,0017 FX: 407.629.9124 FX: 407.629.9124 FAX: 407,977.1037 DEVELOPER / APPLICANT MECHANICAL ENGINEER LANDSCAPE ARCHITECT FIFTH THIRD BANK INTERPLAN LLC INTERPLAN LLC 4401 WEST KENNEDY BLVD. 933 LEE RD., 1ST FLOOR 933 LEE RD., 1ST FLOOR SECOND FLOOR ORLANDO, FL 32810 ORLANDO, FL 32810 TAMPA, FL 33609 CONTACT: FRANK TRAHAN CONTACT: RICK ABT CONTACT: MIKE CHARLES REG. #: 19197 REG. #: 44447 PH: 813.288.5109 FX: 813.207.0017 PH: 407.645.5008 PH: 407.645.50 45.50 08 FX: 407.629.9124 FX: 407.629.9124 CIVIL ENGINEER STRUCTURAL ENGINEER INTERPLAN LLC 933 LEE RD,, 1ST FLOOR ORLANDO, FL 32810 CONTACT: STUART ANDERSON, PE REG. #: 60848 PH: 407.645.5008 FX: 407.629.9124 BOWEN ENGINEERING CORP. 1528 VASSAR STREET ORLANDO, FL 32804 CONTACT: FRED BOWEN, PE REG. #: 38153 PN: 407,423.7585 FX: 407,423.4872 r +. INTERPLAN 933 LEE R FLOOR ORLANDO, TRAHAN CONTACT: FRANK PH: 407.645.5008 407.629.9124 REVISIONS: NO, DATE REMARKS 1 10/05/07 CITY COMMENTS .L Klo: Lam! i • i C 610 FRANKLIN STREET __.. _. ..�– ........v., . ,,.,..... ...,..,.., ,,,,,.,.,...,,,,..,.�,. B -3 ZONING CLEARWATER, FL 33756 100 SOUTH MYRTLE AVENUE 2ND FLOOR, CLEARWATER, FL 33756 PROJECT NO: 2006,0412 VACANT CONTACT: STEVE STRONG CONTACT: ROBERT MARAN DATE: 08/17/07 CURRENT LAND USE PHONE: 727.562.4327 PHONE: 727.562.4592 - FAX: 727.562.4461 FAX: 727.562.4555 EMAIL: sstrong@cleorwoter –fl.com EMAIL: rmoron@myclearwoter.com WATER MANAGEMENT DISTRICT E SHEET INUEA SHT. NO. DESCRIPTION CV COVER SHEET CO DEMOLITION PLAN Cl SITE DIMENSION PLAN C1.1 SITE DETAILS C1.2 CLEARWATER STANDARD DETAILS C2 SITE UTILITY PLAN C2.1 SITE UTILITY DETAILS C3 GRADING AND DRAINAGE PLAN C3.1 STORMWATER POLLUTION PREVENTION PLAN C3.2 DRAINAGE DETAILS ES1 SITE LIGHTING PLAN L1 LANDSCAPE PLAN L2 IRRIGATION PLAN – SURVEY REVISIONS: NO, DATE REMARKS 1 10/05/07 CITY COMMENTS .L Klo: Lam! i • i C 610 FRANKLIN STREET __.. _. ..�– ........v., . ,,.,..... ...,..,.., ,,,,,.,.,...,,,,..,.�,. B -3 ZONING CLEARWATER, FL 33756 100 SOUTH MYRTLE AVENUE 2ND FLOOR, CLEARWATER, FL 33756 PROJECT NO: 2006,0412 VACANT CONTACT: STEVE STRONG CONTACT: ROBERT MARAN DATE: 08/17/07 CURRENT LAND USE PHONE: 727.562.4327 PHONE: 727.562.4592 - FAX: 727.562.4461 FAX: 727.562.4555 EMAIL: sstrong@cleorwoter –fl.com EMAIL: rmoron@myclearwoter.com WATER MANAGEMENT DISTRICT 's 4 m O u cti . 0 cv 0 N 5 s v 0 01 r 13 13 a a CURB INLET WITH MANHOLE MITERED END SECTION OVERHEAD ELECTRIC LINES IM= 3 INV =34.56 x140205 (TYPICAL) ! R 39 9 CRC TP STORM WATER CONTROL STRUCTURE `"�� CONC. CURB (TYPICAL) REMOVE DEMO STORAGE UNIT BEHIND DUMSTER CORRAL. Vs INV =35.27 i GRATE -37.71 a. ��,/ 1 REMOVE/ DEMO INV= 35.29 - % I WEIR -37'38 °� / FOR QUESTION CONTACT 5/3 CONSTRUCTION ii ARCHITECTURE E -�' 1 SE WV =32.80 MANAGEMENT OR MIKE BRYAN AT INTERPLAN ENGINEERING + - - �. i t\ � , N 0 T PLATTED �� _ _ _ - BUILDING TO BE DEMOLISHED. INTERIOR DESIGN I i ' - t ` A S P H A L T OCT CONCRETE CURB t I` f I rl f PROJECT MANAGEMENT -� 1 t ° ` 1 A S P H A L T i F- + i {TYPICAL} �� r = I `� e � i 1 I THE CONTRACTOR IS TO COORDINATE THE RELOCATION OR REMOVAL OF ALL OVERHEAD /UNDERGROUND UTILITIES PLANNING DEPARTM 41 WE L �` }� `. _ '`�� i i € i i a PARCEL: 172916000002400600 UTILITY POLES, LIGHTS AND LINES IN THE CITY OF wA AA 003420 I i I GLENBOROUGh PARK PLACE LLC ------------ --------------------------------- J LJ e = ; L----- - - - - -- 400 S EL CAMINO REAL SUITE 1100 RIGHT -OF -WAY AND ON THE PROPERTY WITH THE CA 8660 p RV '� I + r '� ` ` I ' APPROPRIATE SERVICE PROVIDER. SAN MATEO CA 94403 + v, 11� ` ` PROPERTY USE: COMMERCIAL IRRIG TION CONTRO 1TH + r (OFFICE BUILDING) EXISTING ASHALT /CONCRETE TO BE REMOVED. < ` � L ` - - - - - -- -. , � , � } i e i \ELECT C CONTROL BOX \�BOTTOM 933 LEE ROAD, FIRST FLOOR EXISTING PARKING STRIPING TO BE REMOVED i TE PHONE MARKER a i ORLANDO, FLORIDA 32810 EXISTING ASPHALT TO BE OPEN CUT FOR UTILITIES ::`:::;::::::::: REUSE WATER VALVE 1 1 11 CR CN1 i INSTALLATION FX 407.b29.9124 I �' 1 40.46 .\ PH 407.645.5008 (TYPICP.L} rIi I z � , + 57.25 SEE SHEET C2 . i c°.y' '� '� \ \� OF BANK ��r \\ 1 cNO �BZ61a i ( ) i� 7 EXISTING TREE TO REMAIN ------- - - - - -- ❑ -__ -------------------------- 1�1 UNABLE TO LOCATE ra.s" 1l SEAL 1i 1 1l , t OTHER END OF PIPE 10" I I- -`--- -- - - - - -- �$ EXISTING LIGHT POLES TO REMAIN it II �1{ 1 TOP OF BANK \\ r3.5" + I .. + ( I I( 1 1 � 1 \ t5" 1 f.5° p f I � `�.: 9. 11 t \ 14.5" t v €zs4 .• c� % 11 11 11 1 SANITARY MANHOLE t5,5•• II ; i EXISTING FINE HYDRANT TO REMAIN} 1 I x1 2 s RIM =38.88 � ` pro" � � 12" ,� I � , �r 4 RCppa 104 1 1'�' W INV =32.87 E INV =32.82 $" 6.5" r1f / ` 1@ GRASS AREA TO BE REMOVED ;.;�'^° ,•k ---------------------------------- '�� 14.5" UNABLE TO LOCATE +tt + ~`-~___----------------------------- - - - - -- 24' NON - EXCLUSIVE INGRESS - EGRESS OTHER END OF PIPE o i 1 A S P H A L T *.- t t0" 20" 21.5" 11 EXISTING TRANSFORMER TO BE RELOCATED.CONTRACTOR .$ ar.s" EASEMENT PER PLAT 8 °+ , P.,k 5 ( ) STORM INLET 6.5" TO COORDINATED WITH POWER COMPANY. - /f GRATE =35.58 STUART DER REUSE WATER METER "` \fit i`� `. � `� DOMPSTER i6" 20.5" 25" o / W INV =32.14 A 10.5' ` ° t 12 EXISTING SIGN TO BE REMOVED. FL. REG. 6084 M \ ARE or/ E INV =32.01 UNABLE TO LOCATE r _ // OTHER END OF PIPE R M_ Nj 36 82MANHOLE 13 GREASE TRAP TO BE REMOVED. H A L T -� w +- '° --- ~�=-`= I -- - - -_- - - -- - - -_ -__ ` 'r 24,. RCp - LIGHT POE - - -- - -- W_N- V= 31- 63------------------------------------- - - - - -- ®CONSULTANT: A S P t .�`k- - 1t - - _ f -�- pIccL E INV =31.60 � _ TYPICAL GENERAL DEMO NOTES SW INV =31.64 UNDERGROUND WATER LINE MARKER j { 4 - - - - -- - - -- - -- j= GREASE TRAP MANHOLE P RIM =39.15 LIGHT POLE - r % - / P 9 (TYPICAL) 4 FIRE HYDRANT /-GREASE TRAP MANHOLE 4 `P�,/ (�5 -- r /v r -{:: (TYPICAL) / RIM =39.15 / �',1 i -_ -'_ f/ °5" I` : /� /jam 4 GREASE TRAP 4 /-� r -OUTS ,� ! ?� i /!/ �I A 5 II i f4" :..... :_... . ` r /rrr ��i7� i� rrr `U UNDERG / II I, , 14" ELECTRIC M� - +i / r ii � 1 � ��•�:) �iiii / /ii rill /i �� i� /� /iii /i /lri� // �:�:�.�� °��'��' ( " } � / � I 1 i 1 I i 4 ''- 1I ! 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" � /" �'>• ♦i'i � ♦� iii.' i' i' �' �!: i +'i�♦�.'c ? ♦�i'i► +i'�'♦'.: >.'� ►� S= y`+. } ♦'i'.'i'i'i +i + ♦ ♦f CONC, �i�i'i♦ i'i'i ♦i ♦i'i'i��i *'i'� ♦�ri'i��' iii' ! +'i!��i��'�f�? +�i`!s's +i'i'i'i • r ��' �' �' �' �','•' i'' �' 1' ��r^ '�', +��1��'�� ^�C�i''O'1+.'��1�0 j �'t + ?0��'� +j'��1��P��• �� 1♦♦'♦+♦'♦'+♦+'♦' •�•` >i�' ♦y+��e>� ♦ii�d�►�Iy�i >(► Vii' ♦� ►�►�1.'i }fie' ♦' ♦� ♦' ♦' +� ♦'�� A 5 . \ , BRICK PAVERS rIi � ��+++♦ ��•♦+♦♦♦♦♦+♦+++♦+♦+♦• ��♦ �il'♦ ��+ i► De��' �i} �1/ +i►ir��1�i�' ♦,ti►�+y►� +� ♦� ♦' ♦vii �+1 • • .e��; �i+ eeeea�. �. �♦+ e��♦ e+ eee�e�il �t�{+►` �� ,�e +e,��fe ♦a ♦.��r.Te��r *�� +e +♦ ♦eee ♦e + ♦e♦♦ � • + +e + +•e+�+ + + ♦•e + + + +• Qtr♦+ e++++• �• �•+ + �+ �i> � ♦ +�• +•t+,+ +�s�•�� +via�<•.� ♦;r• ♦'eye' + ♦�'., - • ' � �, /'e� >e +♦e♦ +♦♦ eee +eee ♦ ♦ee ♦� ►♦ee +e ♦e ♦�� ♦a,�s:�w >�r'i♦��,� >reaf » ►w>p♦ +♦ +♦ ♦♦eee +� - >�•e♦♦e♦♦ eee♦♦♦ e♦♦�� ♦+ +•ce +e+ ♦z.�eeoo..ee0i♦♦ ` 7 '�� Jt.eeeee ♦ + ♦e♦ eee ♦ieeeie ♦�� ♦e ♦ee+ ♦eee +eeeee +�e�e.10e� +♦ � ee�eeee• ♦e ♦eee♦ ee�e�� . <..►e♦♦ e♦♦♦♦♦ e♦+♦♦ eeeeeeeeDi'i+e'i'i♦eeee♦Oi +iee CONC. PAD PARCEL: 172916663730000040 CLANT INC -ELECTRIC METE (TYPICAL) C/O DELOITTE TAX H A L T 400 W 15TH ST #1700 AUSTIN TX 78701 -1678 ELECTRIC T ANSFORMER PROPERTY USE: COMMERCIAL ON CONCRE E PAD (RESTAURANT /CAFETERIA) _ CONC. PAD 31.00' 0 A/C UNITS, ELECTRIC PANELS, ETC. (NO ACCESS) IRRIGATION CONTROL VALVE PARCEL "D" �- WOOD DECK WITH STAIRS ONE STORY WOOD FRAME FFE= 39.48 #2730 "JOE'S CRAB SHACK" FIRE SPRINKLER CONTROL 38.30' Q i Lt, 8 1 i p r - >y i WOOD RAMP _1 BRICK 1t ,n _ "- 4 ------------------- = f PAVERS 11 I 4 tj / / l iiiir! /ilirllrriiiiriiiirr/r /!/ !r!!! /r� _ _ 0 p 1 I I / ! // rr / / / / / / / / / /r / /r /r /rrr / / /r!j /// /! // / GAS VALVE I 1 t I i �' 7 / ( r - - - -J �------ - - - - -- .� ; ------------ - - - - -- �' �i 1 /� /i/ r /i/ /iiiiirir � v riiiir /,,rr,,rrrr _ ire t 1 CONC. WALK (�° 1 LONG. __ 1 i i �� I :�-,� /l1L�,cc /7`i'7�`7�/7/7`/77t7 TT / r / // / / ' ----------- - - - - -- /` , ( 6 I.::::: // / / / /// j/ / / / / / /// // / / /,�' % / /!!j /j /rj / /r�'/ 4 8 /� r// { . DOUBLE GATE VALVE C- i 1 i t I!� "1 / !/ r// `� AUTOMATIC SPRINKLER CONTROL + BRICK t i � STORM INLET : ::I / / / /// /� / /1 / % r p PAVERS I 1 Y/ GRATE - 38.04....1 ,L r r if 1 E INV = 34.091.::_.:' '7 L lL�i/l1 �, GL� /� /1!-U' ,/�/ r 4 � I P FIRE HYDRANT & WATER VALVE G _ 1::::1 101 p - -� UNDERGROUND TELEPHONE MARKER p co NC. X11 ��`v 1 l.��' 1P1o1� ,/� p --------------- - - - - -- I p - - - - / (TYPICAL) I BRICK �t i i \ � -� ` - - - - -- -- - =- -clr =�- �=.. ---- _ /; -- - - - - -- - �j 5 �° CONC. CURB (TYPICAL) - f PAVERS I i i 179,, t° ��/ - - -1 Rs e _ 4 \ ----------------------- 12" 10' (TYP.) 4 \\ ILITY A S P H A T i STORM INLET p ----------- ----- ---- _ 1 � 11 s1 � s� `�� \�� t� EMENT 3 � A S P H A L T GRATE =35.59 BRICK PAVERS 4 °0:07 ; \` ��` ` o� `.3 �iPER I I„ 1 1 1 1 1 I 1 1 1 1 ( 2" 1 W INV =32.53 I CRE �, l�` Lam) "RUBY IUESDA SIGN1 t TRAFFIC SIGNAL �"/ `� to' 12 q I 1 BOX r i �� \•` �' `` 121 1 1 ! 1 1 I 1 1 1 1 1 1 1 1 i'/) 19 1 PEDESTRIAN/ CROSSING SIGNAL L________-_-_--------_--- .1- �rrn�- � �r�L�ziziz�r1��b�izflz��z��n� O �74^ 4 t4 »jt� 1q^ t2 ;>y 14" 12 t0011-_- - - - - -- -_, ` ---- r- ��\ ``� tbf" o '' �� `� C 36.14 UTILITY POLE WITH GYE WIRE ANCHORS CONC. _ -C CRE SITE BENCHMARK - vT --_ -u- - tv -�c r i� �1 UGT -_UBT UGT F.D 0 T. "131,4 -6" - - - - -- -- - - - --- - - - - - -- ;_ - ---- °- - - - - -- v__ - -- --- � -- TF " � + � �. - - _ -- - - • -�,� " _- _ - -x -- - - -- m - -- -- - - - -- -- N-- -_ - - -- '_ - - - m 4 x4" GONG. MONUMENT a- r- - _xr WITH BRASS DISC �-_ - ur- - w- _ _x_.-- ---- _ _-- _ _ - _ ----- _ _ �£ONC. WALK ELEVATION: 41.130 ' J L - - -- - TELEPHONE RISER (TYPICAL) LCAI UNDERGROUND WATER LINE MARKERS (TYPICAL) 1 BACK -FLOW PREVENTO s ss UNDERGROUND GAS LINE MARKERS (TYPICAL)-/ CURB INLET C1d4X4 PRM PLS3612 A S P H A L T THROA =37.61 (TYPICAL) OVERHEAD TRAFFIC SIGNAL LINES (INVERT INACCESSIBLE) (2) WATER TRAFFIC SIGNAL BOX (TYPIC L) (TYP CAL) METERS A S P H A L T TRAFFIC SIGNAL POLE 39.03 GULF TO BAY BOULEVARD (° O ) - SANITARY MANHOLE CM4X4 PRM PLS3612 RIM =36.91 DISPOSAL, INCLUDING ANY HAZARDOUS MATERIALS ENCOUNTERED, SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL STRUCTURES AND BUILDINGS THAT IS SO INDICATED INCLUDING FOUNDATIONS, TIMBER AND BRUSH, EXCEPT AS OTHERWISE INDICATED; STUMPS AND ROOTS; EXISTING PAVEMENT; OTHER STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN THE DRAWINGS. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS AREA. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. EXCEPT IN AREAS WHERE EXISTING TREES SHALL BE PRESERVED, A MINIMUM DEPTH OF REMOVAL SHALL BE (2) .FOOT BELOW SUB GRADE IN ROADWAY AREAS AND TO ORIGINAL SOILS ELSEWHERE. WHERE EXISTING BUILDINGS ARE TO BE DEMOLISHED, ALL TRACES OF FOUNDATIONS AND UNDERGROUND UTILITIES ARE TO BE REMOVED (UNLESS OTHERWISE NOTED ON PLANS). THE CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASTE MATERIAL. WHERE PAVING OR STRUCTURES ARE TO BE REMOVED WHICH ABUT OR ARE A PART OF CONNECTED FACILITIES (THAT ARE OFF- SITE), RESTORATION OF ANY DAMAGE THAT MIGHT RESULT FROM DEMOLITION IS TO BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER N E CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE AND TREES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE EXISTENCE & LOCATION OF ALL STRUCTURES, UTILITIES & TREES SHOWN OR NOT ON THE PLANS, WHICH WOULD NEED TO BE REMOVED OR PRESERVED. THE CONTRACTOR IS TO COORDINATE THE RELOCATION OR REMOVAL OF ALL OVERHEAD /UNDERGROUND UTILITIES, UTILITY POLES, LIGHTS AND LINES IN THE RIGHT -OF -WAY AND ON THE PROPERTY WITH THE APPROPRIATE SERVICE PROVIDER. THE CONTRACTOR SHALL REFERENCE AND RESTORE PROPERTY CORNERS AND LAND MARKERS DISTURBED DURING CONSTRUCTION. (UNDER THE DIRECTION OF A FLORIDA REGISTERED LAND SURVEYOR). SEE LANDSCAPE PLANS, MORE SPECIFICALLY THE "TREE REMOVAL PLAN" FOR DESIGNATION OF EXISTING TREE REMOVAL AND PRESERVATION. BEFORE CALL # 1-800-432-4770 •• REVISIONS: NO. DATE i REMARKS MODIFIED:10 /10/07 10:19:27 J: \A- J \FIFTHTHIRDBANK \2006.0412 \06041: PLOTTED: 08/13/07 13:06:35 J: \A- J \FIFTHTHIRDBANK \2006.0412 \06041; i i s •' MODIFIED:10 /10/07 10:19:27 J: \A- J \FIFTHTHIRDBANK \2006.0412 \06041: PLOTTED: 08/13/07 13:06:35 J: \A- J \FIFTHTHIRDBANK \2006.0412 \06041; 1 — _ _ — — — — — — — — — — — — — — — — — — _ — — — — TO BE APPLIED AFTER 1/4" OVERLAY �';�A1r:q`f ' Lu .. It - _ - - -- 14 EXISTING ASPHALT PAVING t , tt t 27 (TYP.) 10" 1 r-- - - - - -- It t1 t ` TQP OF BANK 13.5° t p ❑ r' CD 1/ itt { t5" w c, "1/ 11.5° f�5" �f t 15 MONUMENT SIGNAGE F �a` rr + { a ❑ STUART NDE P L �i t t tl 15.5" Ili I M° 14" n m`F' 40" 12" ! R I 1f� i 16 EXISTING FIRE HYDRANT FL REG. 608z' 14.5" E'5 r111 I �� 17 CROSSWALK STRIPING ( i r - - --- - -- � -- - p----------------------------- --- - - - - -- -------------- - - - - -- ,> >, CONSULTANT: 10 "r 20 21.5 S L T �.- 18 DO NOT ENTER SIGN (R5 -1) ` 1 QUPSjER as °' 20.5' 25" — — — — — — — — — , r 12 13 18 SIDEWALK HANDICAP RAMP 23 AREA to.5" 22 i�t 1 12 s e 15.5" / — 20 FLARED SIDEWALK RAMP C1. Ci . w r . - -____ 21 ft -_ __....- ( I LIGHT POLE A S P H A L T 3- _ _ _________. EXISTING DUMPSTER ENCLOSURE 21Em - TYPICAL} 1 1 22 J ( 22 EXISTING CURB 20' X 20' 25 � — cc _ I " 1 26 SIGHT VISIBILITY TRIANGLE _ _ - �j�P'} � - _ __ - " ` 23 EXISTING STOP SIGN I - 2 118 �•��'�) � 24 PROPOSED ASPHALT PAVING 22 C� LIGHT PALE p (TYPICAL) ,� _ 3 14 3 5° CONC. 25 PROPOSED SIDEWALK RAMP 2 2 18 R' 0' 8 PAD PARCEL: 172916663730000040 R10 _ - �— -- - --°' 26 EXISTING 9'X18' PARKING SPACES TO REMAIN. 10 1 - p[ CLANT INC R10 16 it REVISIONS: - 8-511 ELECTRIC METE (TYPICAL) C/O DELOITTE TAX } 27 EXISTING TREES TO REMAIN. -"��- `• tt 1 r , ` r - -_ � - --' Ii 400 W 15TH ST 1700 1 R242.42 ____ - A S H A L T # NO. DATE REMARKS pr AUSTIN TX 78701-1678 - - - -- - /11�\ °f ELECTRIC T ANSFORMER PROPERTY USE: COMMERCIAL 1 10/05/07 CITY COMMENTS �yO v �--� 0.53 ii QN caNGRE E Pao - ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO 'MANUAL ON UNIFORM ` ! ; t4 ", a Q, (RESTAURANT /CAFETERIA) „ 27 6.5" R2' ° TRAFFIC CONTROL DEVICES BY THE U.S. DEPARTMENT OF TRANSPORTATION, {� { (��P) a. a .W d FEDERAL HIGHWAY ADMINISTRATION. -7 BUFFE fos' 14 - 1 6 r i - 1/4" TYPE III ASPHALT OVERLAY TO BE APPLIED TO EXISTING AND 1 4 t 4 { , i i?3n..1 n An - = .a .� _ _— _ ... i� _ ® rJy , CONIC. PAD ° PROPOSED ASPHALT, O J o d c� cc ww M �c w -N o Q idJ r`D Of �0 0�o< C� Q w d O0 cz� C: SITE BENCHMARK - F.D,O.T, "BM -6" 4 "x4" CONC, MONUMENT WITH BRASS DISC ELEVATION: 41.130 TRAFFIC SIGN (TYPICAL) OVERHEAD TRAFFIC SIGNAL LINES--v A S P H A L T -TRAFFIC SIGNAL BOX (TYPICAL) TRAFFIC SIGNAL POLE A/C UNITS, ELECTRIC PANELS, ETC. (NO ACCESS) p WOOD RAMP i ^ - - GAS VALVE t---- -- - - - - -- FIRE HYDRANT & WATER VALVE w ®N UB m SI P H A L T UTILITY POLE WITH GYE WIRE ANCHORS -' - - - -- - CONIC. WALK '- BACK -FLOW PREVENTOR (TYPICAL) (2) MATER METERS (TYPICAL) GULF TO BAY BOULEVARD (S.R. 60) A S P H A L T 68,249 SF 1.56 AC 39,942 SF 59 % 67 % 5572 SF 8 % 22,735 SF 33 % 68,249 SF 1.56 AC 36,376 SF 50 % 56 % 4,200 SF 6 % 27,673 SF 44 % EXISTING 19.9% PROPOSED 18.3% FLOOR AREA RATIO 4,200 SF/68,249 SF 6.1% ONING COMMERCIAL (C) BUILDING HEIGHT MAX. ALLOWED PROPOSED 35 FT 26 FT (1 STORY) BUILDING SETBACKS REQUIRED PROVIDED FRONT (SOUTH) 25 FT 79.5 FT FRONT (WEST) 25 FT 62.05 FT SIDE (EAST) 10 FT 87.78 FT REAR (NORTH) 10 FT 101.90 FT LANDSCAPE BUFFER FRONT (SOUTH) 15 FT 15 FT FRONT (WEST) 10 FT 10 FT SIDE (EAST) 10 FT 10.23 FT REAR (NORTH) 35 FT 60.71 FT PARKING REQUIRED PARKING FORMULA 4,200 SF X (5 SPACES / 1000 SF) = 21 SPACES PARKING PROVIDED REGULAR 47 HANDICAP 2 TOTAL 49 C#*ALL BEFORE YOU DIG... 1-800-432-4770 * [one, h� S L • s • PROJECT NO: 2006.0412 DATE: 08/17/07 E 5'x5' LEVEL LANDING 2' DETECTABLE AT TOP OF RAMP WARNING O,y 0 °aogsaa °o 5 \ °eH�pQpo t•i aaa® e NOTE 1: REFERENCE FDOT INDEX 304, PAGE 1, GENERAL AND DESIGN NOTES FOR RAMPS IN R.O.W. S�Q NOTE 2: CONSTRUCT RAMP TO LEAST POSSIBLE SLOPE (MAX = 1:12). CROSS SLOPE OF RAMP AND I AN]r)Tklt` CUAI { RIf1T Cvrrl -n 1 •rrA I c SIDEWALK (SEE PLAN) 1/4" PER FT. SLOP 1/2 "R / E PAVEMENT ° d a :® 6" 6" SUBGRADE LINEAR 2' DETECTABLE WARNING i KEY TO TYPICAL PAVEMENT SECTIONS — i ORII 1/4" TYPE III ASPHALT OVERLAY TO BE APPLIED TO ENTIRE SITE RECEMD ARCHITECTURE ti a1/2" - TYPE S -III APHALTIC CONCRETE (FOOT SECTION 331) O(g)' 15 2001 ENGINEERING MIN. MARSHAL STABILITY OF 1500{ INTERIOR DESIGN iONEE PBJkNNING D ��ASZiM�# . 1 --1/4" - TYPE S -I APHALTIC CONCRETE (FDOT SECTION 331) Ciry OFCI WATE PROJECT MANAGEMENT ■it�il MIN. MARSHAL STABILITY OF 1500# 8" LIMEROCK BASE COURSE AA 003420 (987 OF MODIFIED PROCTOR MAX. DRY DENSITY &MIN. LBR OF 100) CA 8660 12" STABILIZED SUBGRADE (MIN. LBR 40) � a1• aK=i�I (COMPACTED TO 987 OF MODIFIED PROCTOR MAX. DRY DENSITY PER AASHTO T -180 NOTE: THIS DETAIL IS SHOWN FOR PAVEMENT E SECTION DESIGN so in PURPOSES ONLY, REFER TO SITE PLANS FOR LAYOUT DESIGN. 933 LEE ROAD, FIRST FLOOR DETAIL SUBJECT TO CHANGE BASED UPON SOIL REPORT, ORLANDO, FLORIDA 32810 -iii :Ii1 ��- — PH 407.645.5008 2 —�Elti FX 407.629.9124 ��r#rTil�r�►�- 4 rr1 tit•ml 3 ..1 SEAL: F, I i #i tililm _M ■)•tii NOTE: CONCRETE SHALL BE 3,500 PSI 28 DAY STRENGTH Im •j CONCRETE ICL V M N #� R WHEEL STOP NTS NTS STUART A p E� ° ,``"P E SECTION FL. REG. 8 3 . PVT022.DWG .; - i L0 CD I m SOLID ' TRAFFIC (TYPICAL) DETECTABLE WARNING Sri 1 N 4• O O TRUNCATED DOME 0 0 � (SEE DETAIL) O O O 0 PLAN VIEW N NTEGRAL DOME ° i RAMP # s 00 CONCRETE 0 m 1 I 12" 12" MISCOO5.DWG /nrr. rnn•r r�inry inn\ 1. CURB RAMP RUNNING SLOPES SHALL NOT BE STEEPER THAN 1:12 AND CROSS SLOPE SHALL BE 0.02 OR FLATTER, 2. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED BY TEXTURING OR APPLYING A TRUNCATED DOME MATERIAL IN CONFORMANCE WITH THE U.S. DEPARTMENT OF JUSTICE A.D.A. STANDARDS FOR ACCESSIBLE DESIGN, A.D.A. ACCESSIBILITY GUIDELINES, SECTION 4.29.2. TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS. 3. WHERE A CURB RAMP IS CONSTRUCTED WITHIN AN EXISTING CURB, CURB AND GUTTER AND /OR SIDEWALK, THE EXISTING CURB OR CURB AND GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS OR TO THE EXTENT THAT NO REMAINING SECTION OF CURB OR CURB AND GUTTER IS LESS THAN 5' LONG. THE EXISTING SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN 5'. 4. WHERE ADJACENT WALKING SURFACES ARE COLORED OR ARE CONSTRUCTED WITH MATERIALS OTHER THAN STANDARD CLASS I PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH SECTION 522 OF THE SPECIFICATIONS, THE PLAN MUST PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT PROVIDE THE NECESSARY CONTRAST, EITHER DARK -ON -LIGHT OR LIGHT -ON -DARK. (SAFETY YELLOW OR BRICK RED) 5. RECOMMENDED MANUFACTURER: ENGINEERED PLASTICS, INC. (ARMOR TILE) OLYMPIC TOWERS, 300 PEARL STREET, SUITE 200, BUFFALO, NY 14202. PHONE: (800) 682 -2525 I I AND 2' DETECTABLE WARNING (REFER TO DETAIL) S 6" CURB (TYP. affim LANDING 1 OF Ry • IZ AIR- DATE: 08/17/07 CI I I I CHECKED: 13 13 13 1 La MODIFIED: 10 /12/07 09:06:07 J: \A- J \FIFTHTHIRDBANK \2006.0412 \060412C1.1.DWG 5/8 " =1' -0° ANTMIL PLOTTED: 08/13/07 13:06:24 J: \A- J \FIFTHTHIRDBANK \2006.0412 \060412C1.i.DWG 5/8' =1+ -0" FRAMEL u ti u ` iriti��— iONEE ■t ■it�il 4 *91al itrongsrtj � a1• aK=i�I soil soil it a •II<lri� so in E°- /i =rte nun1 —i<!1 � -iii :Ii1 ��- — �ll�>•�1111 —�Elti ��r#rTil�r�►�- rr1 tit•ml / ..1 1111t1si I i #i tililm _M ■)•tii MISCOO5.DWG /nrr. rnn•r r�inry inn\ 1. CURB RAMP RUNNING SLOPES SHALL NOT BE STEEPER THAN 1:12 AND CROSS SLOPE SHALL BE 0.02 OR FLATTER, 2. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED BY TEXTURING OR APPLYING A TRUNCATED DOME MATERIAL IN CONFORMANCE WITH THE U.S. DEPARTMENT OF JUSTICE A.D.A. STANDARDS FOR ACCESSIBLE DESIGN, A.D.A. ACCESSIBILITY GUIDELINES, SECTION 4.29.2. TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS. 3. WHERE A CURB RAMP IS CONSTRUCTED WITHIN AN EXISTING CURB, CURB AND GUTTER AND /OR SIDEWALK, THE EXISTING CURB OR CURB AND GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS OR TO THE EXTENT THAT NO REMAINING SECTION OF CURB OR CURB AND GUTTER IS LESS THAN 5' LONG. THE EXISTING SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN 5'. 4. WHERE ADJACENT WALKING SURFACES ARE COLORED OR ARE CONSTRUCTED WITH MATERIALS OTHER THAN STANDARD CLASS I PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH SECTION 522 OF THE SPECIFICATIONS, THE PLAN MUST PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT PROVIDE THE NECESSARY CONTRAST, EITHER DARK -ON -LIGHT OR LIGHT -ON -DARK. (SAFETY YELLOW OR BRICK RED) 5. RECOMMENDED MANUFACTURER: ENGINEERED PLASTICS, INC. (ARMOR TILE) OLYMPIC TOWERS, 300 PEARL STREET, SUITE 200, BUFFALO, NY 14202. PHONE: (800) 682 -2525 I I AND 2' DETECTABLE WARNING (REFER TO DETAIL) S 6" CURB (TYP. affim LANDING 1 OF Ry • IZ AIR- DATE: 08/17/07 CI I I I CHECKED: 13 13 13 1 La MODIFIED: 10 /12/07 09:06:07 J: \A- J \FIFTHTHIRDBANK \2006.0412 \060412C1.1.DWG 5/8 " =1' -0° ANTMIL PLOTTED: 08/13/07 13:06:24 J: \A- J \FIFTHTHIRDBANK \2006.0412 \060412C1.i.DWG 5/8' =1+ -0" FRAMEL u a 13 13 13 1 E P*� F* H 13 a ORIGINAL INTERPLAN PLANNING DEPARMWN-1 CITY OF CLEWNATER (D CITY 'IF" CURB DETAIL (INDEX # 101 SHEET 1 OF 2) M ARCHITECTURE ENGINEERING INTERIOR DESIGN • r' E 6510-I'Vii 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407,629.9124 n CONSULTANT: n REVISIONS: NO. DATE REMARKS 13 13 13 a n n I Imum- MAER • COPYRIGHT @ 2007 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2006.0412 DATE: 08/17/07 H CHECKED: 13 13 H 13 a a MODIFIED: 10/11/07 11:34:21 J.\A-J\FIFTHTHIRDBANK\2006.0412\060412C1.2.DWG 5/8-=1' -0_ ANTMIL PLOTTED: 05/13/07 13:06:24 J:\A-J\FlFrHTHIRDBANK\2e06.0412\060412C1.l.DWG 5/8 " =1' -0° FRAMEL 4' Drop at All Drives ® Drop at All Drives 58 1® 21R 1 1-1/ earin Surfac 2"R Wg e 6® 6 2® cu Wearing N % 31R Surface 0 _J d ID d cu cu A 411R 0 fy L 0 CL Base Q; Base ® Cx) � Compacted . . . 2 . . . . . . . . . . . Compacted . . . . . . . . Subgrade 71 Subglrd*40, N, NOTD When used on high side of roadways, the cross slope of the gutter shall match the STRAIGHT CURB cross slope of the adjacent pavement and the thickness of the lip shall be 61, unless otherwise shown on plans. TYPE I CURB 31 Back of Curb NOTESi Construction Symmetrical 1. There shall be a 1/2' seat joint between About DrIve rya yL C back of curb and driveway, LIL2S.� IL /-\.X\ 2S 2S 2, Concrete In curbs shall be 3000 psi, 141 Face of CU Wearing %% Curb V-1 Surface with fiber mesh reinforcing. CITY OF CLEARWATER, FLOR 3' TRANSITION AT DRIVES PUBLIC WORKS ADMINISTRAT ENGINEERING I RERAM BY I (D CITY 'IF" CURB DETAIL (INDEX # 101 SHEET 1 OF 2) M ARCHITECTURE ENGINEERING INTERIOR DESIGN • r' E 6510-I'Vii 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407,629.9124 n CONSULTANT: n REVISIONS: NO. DATE REMARKS 13 13 13 a n n I Imum- MAER • COPYRIGHT @ 2007 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2006.0412 DATE: 08/17/07 H CHECKED: 13 13 H 13 a a MODIFIED: 10/11/07 11:34:21 J.\A-J\FIFTHTHIRDBANK\2006.0412\060412C1.2.DWG 5/8-=1' -0_ ANTMIL PLOTTED: 05/13/07 13:06:24 J:\A-J\FlFrHTHIRDBANK\2e06.0412\060412C1.l.DWG 5/8 " =1' -0° FRAMEL I CURB INLET WITH MANHOLE MITERED [ND SECTION CONCRETE CURB ^ WE ` / / / / � / / REUSE WATER VALVE / REC. 4"x4" CONC. MONUMENT ~� PLS 3612 --' REUSE WATER METER A S P H A L T UNDERGROUND WATER LINE wARKER-/ \ LIGHT POLE --- ---- (TYPICAL) . � � � � � \ \. \ TRAFFIC SIGN / (TYPICAL)_/ � E |NV=35 08 / -- — — — — — — — — — — — — IE imp= . CURB INLET WITH MANHOLE R|M=J9,O7 W |NV=JO14 N |NV=35.07 -J LLL- m / o z qu d m+ �+ � Xo�m w]� cr �o -o . CL _ CL SITE BENCHMARK - FD.[\l. "BM-6" 4^x4"CDNC MONUMENT WITH BRASS DISC ELEVATION: 41.130 UNDERGROUND WATER LINE MARKERS (TYPICAL)—/ UNDERGROUND GAS LINE MARKERS (TYPICAL)-/ OVERHEAD TRAFFIC SIGNAL UNES - � / A 3 P H A L T STORMWATER CONTROL STRUCTURE OVERHEAD ELECTRIC LINES (TYPICAL) C.O. PLANNING DER CONC, CURB (TYPICAL) INV. = 36.18 (TYP.) CITY OF CLEN PARCEL: 172916000002400600 56 LF — 6" PVC @ 1 SLOPE GLENBOROUGH PARK PLACE LLC SAN MATEO CA 94403 C.O. PROPERTY USE: COMMERCIAL (D INV. = 35.08 (OFFICE BUILDING) -SITE BENCHMARK ELEVATION: 37.25 (D 54' 1) EXISTING SANITARY MANHOLE RIM ELEV = 38.88 INV ELEV (S) 34.85 (NEW CONNECTION) CONTRACTOR SHALL COORDINATE UNDERGROUND ELECTRICAL 0 SERVICE WITH PROGRESS ENERGY FOR CONDUIT SIZE, UNABLE TO LOCATE STbkM INLET UNDERGROUND ELECTRIC LINE FROM TRANSFORMER TO BUILDING UNABLE TO LOCATE E INV=3201 OTHER END OF PIPE SANITARY MANHOLE CONTRACTOR SHALL COORDINATE UNDERGROUND TELEPHONE RIM=36,82 SERVICE WITH VERIZON FOR CONDUIT SIZE, CONNECTION POINT. SW INV=31.64 EXISTING FIRE HYDRANT EXISTING LIGHT POLE CON C. YIPAD EXISTING 6" FIRE LINE PARCEL: 172916663730000040 ELECTRIC METER (TYPICAL) C/O DELOITTE TAX CONTRACTOR TO COORDINATE WITH VERIZON FOR POSSIBLE A S H A L T 400 W 15TH ST #1700 REMOVAL OR RELOCATION OF UNDERGROUND TELEPHONE LINE AUSTIN TX 78701-1678 NDERG, UN ELECTRIC TRANSFORMER PROPERTY USE: COMMERCIAL EL TRIC ON CONCRETE PAD (RESTAURANT/CAFETERIA) CONTRACTOR TO COORDINATE WITH PROGRESS ENERGY FOR POSSIBLE REMOVAL OR RELOCATION OF UNDERGROUND ELECTRICAL LINE ON CONCRETE PAD '0 CONTRACTOR TO COORDINATE WITH CLEARWATER GAS SYATEM FOR CONC. PAD UE__� 31.00, POSSIBLE REMOVAL OR RELOCATION OF UNDERGROUND GAS LINE A/C UNITS, ELECTRIC PANELS, ETC. TRANSFORMER (NO ACCESS) In THE CONTRACTOR IS TO COORDINATE THE RELOCATION OR IRRIGATION CONTROL VALVE REMOVAL OF ALL OVERHEAD/UNDERGROUND UTILITIES, UTILITY ml n�___ POLES, LIGHTS AND LINES IN THE RIGHT—OF—WAY AND ON THE % 17 PROPERTY WITH THE APPROPRIATE SERVICE PROVIDER. PARCEL "D" "IRRIGATION % 1 1/2" PE WATER SERVICE It> i . WOOD DECK WITH STAIRS C14 CONNECT TO EXISTING WATER METER AND \-CURB INLET BACK-FLOW PREVENTOR THROAT=37.61 (TYPICAL) (INVERTS INACCESSIBLE) V(2) WATER METERS -TRAFFIC SIGNAL 80X (TYPICAL) (TYPICAL) TRAFFIC SIGNAL POLE GULF �� BAY BOULEVARD �� Jy�| | �� U�� | U��yL�V��{\U (S.R. yU/ /RIGHT {lF VY/\`/ VV|DTH VAR|ES\ / °, X'l WOOD RAMP ' __ GAS VALVE CONC. WALK "- DOUBLE GATE VALVE ----AUTOMATIC SPRINKLER CONTROL FIRE HYDRANT & WATER VALVE UNDERGROUND TELEPHONE MARKER 1= Imp A S P H 'A L T `-STORM INLET CRATE=35.58 VY/NV=3253 j-UTILITY POLE WITH GYE WIRE ANCHORS N86*50)35)IW 27-891 REC. 4"x4" CONC. MONUMENT PLS 3812 A SP H A LT SANITARY MANHOLE R|M=JO.A1 (INVERTS INACCESSIBLE DUE TO HEAVY TRAFFIC) 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 SEAL: I CONSULTANT: REVISIONS: NO. DATE RENMKS 1 10/05/07 CITY COMMENTS F.- REFER TO SHEEr CV FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE—SPECIFIC NOTES AND REQUIREMENTS. � c CALL BEFORE YOU DIG... UTIUTIES PROTECTION CENTER IT'S THE LAW PROJECT NO: 2006.0412 DATE: 08/17/07 U�� UU U~�� kK�� UHUU8 UK� �� U ��wu�� x*��u^ u m �� uo � « �CHECKED: 13 13 a � � � a � MODIFIED: 10/10/07 ou:mu 2\060*12C2omG 5/8"=/-0 AN/MIL vun/m: 08/13/07 13:05:58 12\060412C2.Dnc :/o�l'-m FRAME 0 D t W Monolithic i a.. III psl Fiber - C If -this point Is within 41 of an existing base materlat shatt be of .. Base ASPHALT STREET AND DRIVEWAY REPLACEMENT r r Oa UTILITY CONSTRUCTION ## Ole"; DESCRIPTION >r 111011001111110 1 PAVEMENT RESTOIRATION DETAIL (INDEX #104) NTS CITY OF CLEARWATER DETAILS 10401.DWG c SERVICE C[INNECTI[IN DETAIL 0 m d GLEANOUT PLUG CHARLOTTE Pipe And Foundry Cols Part No, 10 Or Equal. Concrete Pad TWO-WAY CLEANOUT CHARLOTTE Pi_ And .6111art No, 448 Or Equi NOTEt Cleanou°t Plug Cover To Be U,S. Foundry 7623 Or Equal. ORIGINAL RECEIVED UTILITY SEPARATIU N MOTES UTILITY NOTES SUBMITTED TO ENGINEER PRIOR TO FINAL CERTIFICATION. INTER PLAN 1. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL ,& Iron • .. - a .> 1 _ - w/staintess steel, band and epoxy coated ductile Iron body or approved 0 m d GLEANOUT PLUG CHARLOTTE Pipe And Foundry Cols Part No, 10 Or Equal. Concrete Pad TWO-WAY CLEANOUT CHARLOTTE Pi_ And .6111art No, 448 Or Equi NOTEt Cleanou°t Plug Cover To Be U,S. Foundry 7623 Or Equal. ORIGINAL RECEIVED UTILITY SEPARATIU N MOTES UTILITY NOTES SUBMITTED TO ENGINEER PRIOR TO FINAL CERTIFICATION. INTER PLAN 1. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL PLANNING D PARTMENr PRIOR TO COMMENCING ANY CONSTRUCTION, THE CONTRACTORCTIALFLCPFIELGATER BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE VERIFY ALL EXISTING UTILITIES, INCLUDING WITHOUT LIMITATION POTABLE WATER, ARCHITECTURE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED RECLAIMED WATER, SANITARY SEWER, AND SERVICE UTILITIES, AT POINTS OF REQUIRED FOR JOINING DISSIMILAR MATERIALS. ENGINEERING VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR CONNECTION POINTS OF CROSSING AND /OR POTENTIAL CONFLICT. NOTIFY PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. INTERIOR DESIGN 62 -610, F.A.C.; A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE WATER MAINS THAT ARE INCLUDED IN THIS PROJECT THAT WILL BE 15. DEFLECTION TESTS ARE REQUIRED FOR ALL FLEXIBLE PIPE. TESTING PROJECT MANAGEMENT OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED A. GENERAL CONSTRUCTED OF POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND LEAKAGE GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR 1. THE LOCATIONS OF EXISTING UTILITIES, SUCH AS WATER MAINS, SEWERS, RIGID BALL OR MANDREL FOR THE DEFLECTION TEST WITH A DIAMETER NOT LESS AA 003420 PROPOSED GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN IS GAS LINES, ETC., SHOWN ON THE PLANS ARE BASED ON THE BEST AVAILABLE CA 8660 LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE INFORMATION AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR. OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE THE ENGINEER AND OWNER ASSUME NO LIABILITY FOR ACCURACY AND THE PIPE; 3) PERFORMING THE TEST WITHOUT MECHANICAL PULLING DEVICES. ::C OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER COMPLETENESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL LEAKAGE TESTS ARE REQUIRED AS FOLLOWS: 1) THE LEAKAGE EXFILTRATION OR FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND 933 LEE ROAD, FIRST FLOOR III OF CHAPTER 62 -610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN FEET TO HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK. ORLANDO, FLORIDA 32810 BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PER MILE PER DAY FOR ANY SECTION OF THE PIPE; 2) EXFILTRATION OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM." 2. DUE TO GRAPHIC LIMITATIONS OF THE DRAWING SCALE, ALL STORM SEWER, PH 407.645.5008 DRAINAGE, WATER AND SANITARY SEWER MAINS, SERVICES, LATERALS, FX 407.629,9124 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS CONNECTIONS, AND APPURTENANCES DEPICTED HEREIN - UNLESS OTHERWISE FEET; 3) AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C 828 FOR CLAY PIPE, ASTM FOR PIPE, PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM LOCATED BY DIMENSIONS - REFLECT SCHEMATIC LOCATIONS ONLY. THE SEAL: - TYPE SANITARY SEWER OR STORM SEWER WILL BE LAID SO THE OUTSIDE OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL LOCATIONS IN ACTUAL ELASTOMERIC JOINTS PER ASTM C3139 AND GASKETS PER ASTM F477, CX WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 CONSTRUCTION AND INSTALLATION OF THE PROPOSED IMPROVEMENTS, INCLUDING ASTM F -1417 FOR PLASTIC PIPE, AND FOR OTHER MATERIALS APPROPRIATE INCHES BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED, UNDERGROUND WATER ANY REQUISITE COORDINATION WITH THE RESPECTIVE GOVERNING AGENCY /UTILITY MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROVIDER. 1 3. DUCTILE IRON PIPE (D.I.P.), IF REQUIRED, SHALL CONFORM TO ANSI /AWWA PROPOSED PRESSURE -TYPE SANITARY SEWER , WASTEWATER OR STORMWATER FORCE DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN MAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF 3. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. AND SPECIFICATIONS OF THE CITY OF CLEARWATER, AND WILL BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE. BACTERIOLOGICAL TEST RESULTS SHALL BE SUBMITTED TO ENGINEER PRIOR TO 3. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN 4. CONTRACTOR SHALL INSPECT PIPING AND MATERIALS BEFORE INSTALLATION CONNECTIONS COMPATIBLE WITH SERVICE PIPE AND THREADED IN ACCORDANCE JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES TO DETECT APPARENT DEFECTS. MARK DEFECTIVE MATERIALS WITH WHITE PAINT SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET AND PROMPTLY REMOVE FROM SITE. FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT THE ACTIVE EXISTING THE METER SIZE AND CONFORM WITH AWWA C800 AND AWWA C901. FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART 5. LAY SEWER PIPING BEGINNING AT LOW POINT OF SYSTEM (CONNECTION TO III OF CHAPTER 62 -610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN OFF SITE SYSTEM OR PUMP STATION), TRUE TO GRADES AND ALIGNMENT CONSULTANT: GRAVITY - OR PRESSURE - TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR INDICATED WITH UNBROKEN CONTINUITY OF INVERTS. PLACE BELL ENDS OR 5. FITTINGS SHALL BE BRASS, CAST AND MACHINED IN ACCORDANCE WITH AWWA PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER GROOVE ENDS OF PIPING FACING UPSTREAM, C800 AND AWWA C901, WITH COMPATIBLE PIPE CONNECTIONS. 62 -610, F.A.C. CONTRACTOR SHALL UTILIZE A JUMPER CONNECTION DURING WATER MAIN 6. CLEAR INTERIOR OF PIPE OF DIRT AND OTHER SUPERFLUOUS MATERIAL AS WORK PROGRESSES. MAINTAIN SWAB OR DRAG IN LINE AND PULL PAST EACH 6. SERVICE SADDLES SHALL BE USED FOR ALL SERVICE LINE TAPS. SERVICE JOINT AS IT IS COMPLETED. PLACE PLUGS IN ENDS OF UNCOMPLETED CONDUIT APPROVED BY INSPECTION STAFF AND ENGINEER. SADDLES SHALL BE DOUBLE STRAP, ANCHORED BY A MINIMUM FOUR (4) BOLT WHENEVER WORK STOPS. PATTERN ON A DUCTILE IRON SADDLE BODY. FOR PVC PIPE, DOUBLE STRAPS 7. MAINTAIN 36" COVER OVER MAINS, AND 18" OVER SERVICES /LATERALS. 8. WHEN PROPOSED CONSTRUCTION OCCURS AT EXISTING MANHOLES, INLETS, VAULTS, AND OTHER STRUCTURES, THE CONTRACTOR SHALL MODIFY THE OUTSIDE DIAMETER. SEALING GASKETS SHALL BE BONA -N RUBBER. STRUCTURES, FRAMES, AND GRATES TO MEET THE PROPOSED GRADES UNLESS 7. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE OTHERWISE DIRECTED. COLOR CODED USING BLUE AS A PREDOMINANT COLOR. 9. INSTALL CONTINUOUS LOCATOR TAPE /WIRE, LOCATED DIRECTLY OVER POTABLE COPYRIGHT © 2007 WATER MAINS AND SANITARY SEWER MAINS AT 6" TO 8" ABOVE PIPE. C. MATERIALS (SEWER i INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS REVISIONS: 1. ALL GRAVITY SEWER PIPE AND FITTINGS SHALL BE NON- PRESSURE RESTRICTING THESE DOCUMENTS 10. WHERE APPLICABLE, UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM D 3034, SDR 26, WITH NO. DATE REMARKS PUSH -ON RUBBER GASKET JOINTS. BE BACK FILLED WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH 1 10/05/07 CITY COMMENTS PREPARED. REPRODUCTIONS, A.A.S.H.T.O. -T -99. CHANGES OR ASSIGNMENTS ARE THE PIPE MANUFACTURER OR PRIOR- APPROVED EQUAL. PROHIBITED. 11. CONTRACTOR SHALL PROVIDE SLEEVES FOR IRRIGATION LINES UNDER 3. BEDDING AND INITIAL BACK FILL OVER SEWER MAINS AND SERVICES SHALL PAVEMENT. COORDINATE WITH GENERAL CONTRACTOR. BE SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER. 12. ALL TRENCHES EXCAVATED FOR THE PURPOSES OF UTILITY /STORM INSTALLATION SHALL BE KEPT DRY FOR THE DURATION OF UTILITY /STORM CONSTRUCTION. DEWATERING OF UTILITY /STORM TRENCHES MAY BE REQUIRED TO PREVENT FLOTATION OF UTILITY /STORM PIPES DURING INSTALLATION CLEANOUT DETAIL (I NTS 13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION IS COMPLETE FOR WATER, WASTEWATER AND STORMWATER SYSTEMS SO TIMELY CITY OF CLEARWATER DETAILS 30401.DWG CERTIFICATIONS MAY BE INITIATED. SATISFACTORY BACTERIOLOGICAL TEST RESULTS PRESSURE TEST RESULTS AND AN AS BUILT SURVEY SHALL BE r� PROJECT NO: 2006.0412 DATE: 08/17/07 C. f I I I I a CHECKED: 13 13 a a MODIFIED: PLOTTED: SUBMITTED TO ENGINEER PRIOR TO FINAL CERTIFICATION. 14. SUITABLE COUPLINGS COMPLYING WITH ASTM SPECIFICATIONS ARE REQUIRED FOR JOINING DISSIMILAR MATERIALS. WATER MAINS THAT ARE INCLUDED IN THIS PROJECT THAT WILL BE 15. DEFLECTION TESTS ARE REQUIRED FOR ALL FLEXIBLE PIPE. TESTING CONSTRUCTED OF POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND LEAKAGE REQUIREMENTS: 1) NO PIPE SHALL EXCEED A DEFLECTION OF 5 %; 2) USING A TESTED IN ACCORDANCE WITH AWWA STANDARD C605. ALL OTHER WATER MAINS RIGID BALL OR MANDREL FOR THE DEFLECTION TEST WITH A DIAMETER NOT LESS INCLUDED IN THIS PROJECT WILL BE PRESSURE AND LEAKAGE TESTED IN THEN 95% OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF ACCORDANCE WITH AWWA STANDARD C6 @ @. THE PIPE; 3) PERFORMING THE TEST WITHOUT MECHANICAL PULLING DEVICES. ::C LEAKAGE TESTS ARE REQUIRED AS FOLLOWS: 1) THE LEAKAGE EXFILTRATION OR g MATERIALS (WATER) INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE PIPE; 2) EXFILTRATION OR 1. SERVICE PIPE SHALL BE POLYETHYLENE (PE), DR9. INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET; 3) AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C 828 FOR CLAY PIPE, ASTM FOR PIPE, 2. WATER MAINS SHALL BE PVC ASTM C9 00, DR 18 WITH INTEGRAL BELLS AND C 924 CONCRETE ELASTOMERIC JOINTS PER ASTM C3139 AND GASKETS PER ASTM F477, CX ASTM F -1417 FOR PLASTIC PIPE, AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES. 3. DUCTILE IRON PIPE (D.I.P.), IF REQUIRED, SHALL CONFORM TO ANSI /AWWA DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN A21.51/C151, CLASS 50 (MIN.) PIPE FOR ALL SIZES. ACCORDANCE WITH AWWA C651 DISINFECTING WATER MAINS. SATISFACTORY BACTERIOLOGICAL TEST RESULTS SHALL BE SUBMITTED TO ENGINEER PRIOR TO 4. CORPORATION STOPS SHALL BE 1 1/2" BRASS, EQUIPPED WITH FINAL CERTIFICATION. CONNECTIONS COMPATIBLE WITH SERVICE PIPE AND THREADED IN ACCORDANCE WITH SPECIFICATIONS IN AWWA C800. CURB STOPS SHALL BE SIZED TO MATCH THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT THE ACTIVE EXISTING THE METER SIZE AND CONFORM WITH AWWA C800 AND AWWA C901. MAIN FROM BACKFLOW CONTAMINATION DURING FILLING, FLUSHING, AND TESTING OF THE NEW MAIN, AS SPECIFIED IN AWWA C651 -92. 5. FITTINGS SHALL BE BRASS, CAST AND MACHINED IN ACCORDANCE WITH AWWA LL- C800 AND AWWA C901, WITH COMPATIBLE PIPE CONNECTIONS. CONTRACTOR SHALL UTILIZE A JUMPER CONNECTION DURING WATER MAIN TESTING. ALTERNATE TYPES OF BACKFLOW PREVENTION MAY BE UTILIZED AS 6. SERVICE SADDLES SHALL BE USED FOR ALL SERVICE LINE TAPS. SERVICE APPROVED BY INSPECTION STAFF AND ENGINEER. SADDLES SHALL BE DOUBLE STRAP, ANCHORED BY A MINIMUM FOUR (4) BOLT PATTERN ON A DUCTILE IRON SADDLE BODY. FOR PVC PIPE, DOUBLE STRAPS SHALL BE CORROSION RESISTANT ALLOY STEEL, SIZED EXACTLY TO THE PIPE OUTSIDE DIAMETER. SEALING GASKETS SHALL BE BONA -N RUBBER. 13 7. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED USING BLUE AS A PREDOMINANT COLOR. COPYRIGHT © 2007 C. MATERIALS (SEWER i INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS 1. ALL GRAVITY SEWER PIPE AND FITTINGS SHALL BE NON- PRESSURE RESTRICTING THESE DOCUMENTS POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM D 3034, SDR 26, WITH TO THE ORIGINAL SITE OR PUSH -ON RUBBER GASKET JOINTS. PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, 2. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED OR SUPPLIED BY CHANGES OR ASSIGNMENTS ARE THE PIPE MANUFACTURER OR PRIOR- APPROVED EQUAL. PROHIBITED. 3. BEDDING AND INITIAL BACK FILL OVER SEWER MAINS AND SERVICES SHALL BE SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER. PROJECT NO: 2006.0412 DATE: 08/17/07 C. f I I I I a CHECKED: 13 13 a a MODIFIED: PLOTTED: I CURB INLET WITH MANHOLE R|M=J9,g3 / R V U = ~�E STRUCTURE \v |NV=3527 EXISTING INLET TYPE "C" S |WV=35.48 =~~'�- PAD E |NV~35.29 ---- Ic2mp[L-��__ INV. ELEV. = 34.09 PARCEL; 172916653730000040 fo CLANT|NC (TYPICAL) C/O DELOTTE TAX ,/� CONCRETE CURB AUSTIN TX 78701-1578 ' PROPERTY USE: COMMERCIAL E PAD REUSE WATER VALVE (TYPICAL) REC. 4"x4" CONC. MONUMENT PLS 3612 REUSE WATER METER UNDERGROUND WATER LINE MARKA - LIGHT POLE TRAFFIC SIGN E |NV=35U6 " � � / / CURB INLET WITH MANHOLE R|W=J9.D7 VV |NY=35,14 o �z~o� m E_m� m �+ xo/m -o � u- - CL Ld CL SITE BENCHMARK - FDDI "BM-6" 4^x4^ CDNC^WONUWENT WITH BRASS DISC ELEVATION: 41.130 MITERED END SECTION \ iNV=34.56 '�/ v-- STORMWATER CONTROL STRUCTURE UNDERGROUND WATER LINE MARKERS (TYPICAL) -J UNDERGROUND GAS LINE MARKERS (TYPICAL)_/ OVERHEAD TRAFFIC SIGNAL L|NES - � / A S P H A L T 13 13 x OVERHEAD ELECTRIC (TYPICAL) | ' _______-____________-_-___-_ 4 S P H A L T 5TDRW INLET ORATE=35.58 YV|NV=3l14 'r/-UNABLE T0 LtATE OTHER END OF X� PIPE ~-~ I SANITARY MANHOLE LIGHTPOLE _ ___-________-___-______-__-________-____-___-____- E |NV=31.80 | SW INV=31.64 " COA / R V U = ~�E STRUCTURE U B E EXISTING INLET TYPE "C" CONC. =~~'�- PAD ^- INV. ELEV. = 34.09 PARCEL; 172916653730000040 fo CLANT|NC (TYPICAL) C/O DELOTTE TAX ,/� 400 W 15TH 3T #1700 �9� AUSTIN TX 78701-1578 ' PROPERTY USE: COMMERCIAL E PAD (RESTAURANT/CAFETER\A) C�l INV. ELEV. (F) = 32.01 F�� | � | EXISTING 15^ R.C.P. @> 0.8% | | PARCEL: 172916000002400600 ilt; �P SAN MATED CA 94403 PROPERTY USE: COMMERCIAL lj�-SITE BENCHMARK (OFFICE BUILDING) REC. NAIL & DISC LB 2610 ELEVATION: 37 25 :g — ��__________________ ��l ___-_ �f� � ' _______-____________-_-___-_ 4 S P H A L T 5TDRW INLET ORATE=35.58 YV|NV=3l14 'r/-UNABLE T0 LtATE OTHER END OF X� PIPE ~-~ I SANITARY MANHOLE LIGHTPOLE _ ___-________-___-______-__-________-____-___-____- E |NV=31.80 | SW INV=31.64 " COA / R V U = ~�E STRUCTURE U B E EXISTING INLET TYPE "C" CONC. =~~'�- PAD ^- INV. ELEV. = 34.09 PARCEL; 172916653730000040 INV. ELEV. (N) = 34.09 (PROPOSED) CLANT|NC (TYPICAL) C/O DELOTTE TAX ,/� 400 W 15TH 3T #1700 �9� AUSTIN TX 78701-1578 AN5FORMER PROPERTY USE: COMMERCIAL E PAD (RESTAURANT/CAFETER\A) C�l UNITS, ELECTRIC PANELS, ETC, (NO ACCESS) JA ,5\ WOO RAMP _ DOUBLE GATE VALVE AUTOMATIC SPRINKLER CONTROL - FIRE HYDRANT & WATER VALVE STORM INLET GRATE=35.59 YY |Na~32.53 REC. REBAR (NO ID.) UTILITY POLE WITH GYE VNR[ ANCHORS ' PLS 3612 -xLu +x+ cumL;. mumumLm/ \ -CURB INLET BACK-FLOW PR[VENTU pLS 3612 A S p H A L T THROAT=37.51 (TYPICAL) (INVERTS INACCESSIBLE) \-(2) WATER METERS -TRAFFIC SIGNAL BOX (TYPICAL) (TYPICAL) TRAFFIC SIGNAL POLE \- SAN|TARYMANHOLE GULF T[\ BAY BOULEVARD �/1 ��L| | �� U�� | ��LL V��|\U (S.R. WU / R|W=36,S1 /F��{��T ()F �Q\Y 0��T� V��\ / (INVERTS INACCESSIBLE ` ' DUE TO HEAVY TRAFFIC) -, 41st o / R V U = ~�E STRUCTURE U B E EXISTING INLET TYPE "C" 3T0RMY�JER INLET =~~'�- GRATE ELEV. = 58.04 ^- INV. ELEV. = 34.09 INV. ELEV. (N) = 34.09 (PROPOSED) Of CLEAR\NATER EXISTING INLET TYPE "C" STORWY0AT[R INLET GRATE ELEV. = 35.58 INV. ELEV. (W) = 32.14 .` INV. ELEV. (F) = 32.01 F�� | � | EXISTING 15^ R.C.P. @> 0.8% | | HANDICAP ZONE & CROSSWALK - MAX. 2,0% SLOPE IN ANY | � | DIRECTION. 5 | | 10^ HDPE DOWN-SPOUT DRAIN COLLECTOR PIPE �� UH EXlST]NC PAVEMENT AREA TO REMAIN & OVERLAYER 1/4" ASPHALT ( / | NEW PAVEMENT AREA CONTRACTOR SHALL FIELD VERIFY LOCATION, INVERT ELEVATION, MATERIALS AND PIPE SIZE BEFORE CONSTRUCTION BEGINS. � | x CONTRACTOR SHALL BEGIN STORMWATER PIPING CONSTRUCTION AT THE POINT OF CONNECTION OF EXISTING ST0RMY0ATER SYSTEM. ALL RCP PIPE SHALL BE CLASS I}] UNLESS OTHERWISE NOTED ON PLANS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURE'S LATEST SPECIFICATIONS. ALL PIPE JOINTS SHALL BE WRAPPED IN FILTER FABRIC WRAP. 15' BELOW BASE MINIMUM PIPE COVER. WHEN ANY ROOTS OR EXISTING TREE ARE ENCOUNTERED DURING LAND CLEARING AND/0R GRADING OF THE SITE, THE ROOTS MUST BE CUT OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS. THE C0NTRACTOR/DVELOPER SHALL MINIMIZE THE DAMAGE TO EXISTING TREE ROOT SYSTEMS. < 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 328lO PH 407.645.5008 FX4O7.62V.gl24 ` tj RFER TO SHEET CV FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE—SPECIFIC NOTES AND REQUIREMENTS. I CONSULTANT: REVISIONS: NO. DATE REMARKS 1 10/05/07 CITY COMMENTS RI: a � ::�q I P, V mv� CALL BEFORE YOU DIG... m I === m PROJECT NO: 2006.0412 DATE: 08/17/07 I � CDNSTRUCTT0N SITE FENCING OPTIONAL POST POSITIONS PRINCIPLE POST POSITION (CANTED 20- TOWARD FLOW) c SECTION FILTER FABRIC .OW \ LOOSE SOIL PLACED BY SHOVEL AND `LIGHTLY COMPACTED ALONG UPSTREAM FACE OF BALES. SYNTHETIC BALES BACKED BY FENCE [� W1 ER FABRIC SILT FLOW I CURB INLET V4TH MAN14OLE MITERED END SECTION op CONCRETE CURB RV io 11,9 TE REUSE WATER VALVE 1 40.46 (TYPICAL) I - EROSION ��; ��l�K� �-U��U��|0��~��R�|�� o 13 � REC. Cxr CONIC. MONUMENT PLS 3612 REUSE WATER METER UNDERGROUND WATER LINE MARK& SP LIGHT POLE Qf ~ WTN.2 STAKES PER BA[E, 2",9" STAKES 1 ^ TO 2' WIRE TIE It IN GROUND BALE TIES SECURELY BOUND BALES REQUIRED FOR DURABILITY ANCHORING SYNTHETIC BALES �* LOOSE SOIL PLACED BY `~ ^~ SHOVEL AND LIGHTLY COMPACTED ALONG THE �� UPSTREAM EDGE OF BALES FLOW ~� -~^--- r ' ` `--~' ELEVATION PLAN F�l �4 �� STRUCTURE ~� SE --32.8' w0T PL A T T E D A| - ~` x s p y A L T liffilir TOP OF K SANITARY HOLE OVERHEAD ELECTRIC LINES _;1 _ � O2KGINAI, � 13 a mECEIvmw 13 13 �� U K �� U � U�� U � U , , ' ��K �U 0 0 K �� 'K � � � K �K��»� l 7UU7 ��W ANCHOR SYNTHETIC BALES WITH 2 - 2 X 2 X 4 �� n « u � n � uu� u� n m � �N ~� N B�^0�� ~� -�' �7�K�� PER �A�� 7��A[� --~ ` ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNT}Up�{M�` EN ' OF CONSTRUCTION. �UYOF��[�3�Y�E8 ��y~A|��U�� ' "`~~'"^�~°'-'`� 0 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL ENGINEERING -------- ---- CITY/COUNTY AND WATER MANAGEMENT DISTRICT SPECIFICATIONS, SUBJECT T0 INTERIOR [lE0C�N DITCH UUCM AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND/OR CONDITIONS 0F SITE PROJECT MANAGEMENT PERMITS, �� CURB 8c GUTTER -------- -------- 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR T0 OR /A 003420 AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE CA 8660 APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF | * | COMPLETED INLET DITCH BOTTOM INLET THE SITE. INLET GRADE J. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED T0 A CONDITION 988 LEE ROAD FIRST FLOOR [OiWL TO OR BETTER THAN EXISTING CONDITION, UNLESS SPECIFICALLY ' FILTER FABRIC EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE C}RLAN�[),FU3R|C�.82OlO INCIDENTAL T0 OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL PH 407.645,5008 INLET STRUCTURE 8E ALL0�ED. FX4O7.��9.�l�4 PEN 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY RTqF DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO SEAL: CONSTRUCTION. 5 ' PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION ~-CURB 8c CUTTER BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. 5. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR ' F�l CONSTRUCTION AND STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY PARTIAL INLET EROSION CONTROL SOC FOLLOWING COMPLETION OF CONSTRUCTION. 7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM PROTECTION AROUND INLETS OR SIMILAR STRUCTURES STUAR 8 WDV[NC OFF-SITE. USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY ' D � FL. '`^~ � LINE. O. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER DEBRIS CONSULTANT INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR ADJACENT TO SITE. 8. ALL CLEARED AREAS FOR IMPROVEMENT AND/OR CONSTRUCTION SHALL BE WATERED T0 PREVENT WIND EROSION. CONC. CURB (TYPICAL) 10. FOR ADDITIONAL INFORMATION AND DETAILS, SEE F.D.0][ INDEX NO. 102. 11. UNLESS SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF SYNTHETIC BALES. 12. ADDITIONAL POSTS AND RAILS MAY BE NEDESSARY T0 SECURE AND SUPPORT ' BARRIERS. . :C JI 400 S EL CAMINO REAL SUITE SAN MATEO CA 94403 PROPERTY USE: COMMERCIAL *SITIE BENCHMARK (OFFICE BUILDING) 13. ADDITIONAL BARRIER LENGTHS WAY BE REQUIRED BY THE COUNTY ENGINEER REC. NAIL & DISC LB 2610 OR BY REGULATORY AGENCIES. 14. FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES AT ALL TIMES ' RENS|[}NS' WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR SYNTHETIC BALES. UNTIL ' T~� -------------------------------- THE LlMER0CK BASE IS FINISHED AND PRIMED. N0 0DATE REMARKS REMARKS . - ~'-__� � ,/ 1 10/05/07 CITY COMMENTS 15. THE CONTRACTOR IS REQUIRED T0 HAVE THIS PLAN ALONG WITH A COPY OF THE NPDES NOTICE OF INTENT POSTED IN A VISIBLE LOCATION ON THE 0 � CVNS|KVC|!UN SITE AT ALL TIMES. ILE ______________________________________________________-~ ^ o r o ^ � z 16. "CONTRACTOR IS REQUIRED BY NPD[3 T0 KEEP A LOG ON SITE FOR THE --`^----- ---- ^� SOIL EROSION AND SEDIMENT CONTROL MEASURES INDICATED ON THE PLAN. THE �� ' U/ ,/P - UNABLE mmcmc | U LOG SHALL CONTAIN DATES FOR' INSTALLATION OF CONTROL MEASURES, MAJOR N 0 � i cu/c �vno/nuux�v m,uviu�� /moro.uom um Al LL*u/ x WLL�L/ bx�/� *mu 7 --------------------------------------------------------------� 1N3PECT{ON AFTER ANY RAINFALL EVENT THAT I3 1/2" OR GREATER". ~ U 17. THE CONTRACTOR IS REQUIRED TO SUBMIT A COPY OF THIS LOG ALONG WITH U x u'~n^r./^r°r - n= c r.ruo°u",uu^n./nuu n r/o v r.TUC' c ono,n^ r�uv/u� ucr^n/vIEn/ vr cn,/nvncm/rL PROTECTION UPON THE COMPLETION OF CONSTRUCTION. � � ^ . ~ = CONC 13 13 13 39.0 " . PARCEL: 172916663730000040 ELECTRIC ME (TYPICAL C/O DELOME TAX x 400 W 15TH ST #1700 AGR4D/ AUSTIN TX 78701-1678 ELECTRIC IT ANSFORMER PROPERTY USE: COMMERCIAL CONCRE E PAD (RESTAURANT/CAFETERIA) Es W M I -M 3100' F7 UNITS. ELECTRIC PANELS, ETG. (ND ACCESS) -IRRIGATION CONTROL VALVE itc PARCEL "D" WOOD DECK VATH STAIRS CNI Al ONESTORY WOOD FRAME "JOE'S CRAB SHACK" FTB yx 4 � LIJ z -�� ] ~ FIRE SPRINKLER CONTROL �� = � 800 SF �« L C, 0 "� ^/ a 114 � �o�� __� \ PANS ION � _j cc � T . (68,249 SQUARE FEET) < EL CTRIC BOX F.F.E. 40.03 11 0 10 .1� WOO RAMP it CL I- PAVE S GAS LVE cj: \ �� '� ONC. WALK CON _-_ ] ~� \, "' /' < ��-- ---T---��7� �� ` �\�,�~�� Jn � � /^' /� ~\ '�r ' ` -oOUaLEoATcVALVE REFER TO SHEET CV FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE-SPECIFIC NOTES AND REQUIREMENTS. TOTAL AREA *DISTURBED UNDISTURBED IMPERVIOUS* PERVIOUS* (SF) AREA (SF) AREA (SF) AREA (SF) AREA (SF) (AC) AREA (AC) AREA (AC) AREA (AC) AR EA (AC) 68,249 68,249 0 40,576 27,673 *IMPERVIOUS + PERVIOUS = DISTURBED a I a StDomwaterPolludou Prevention Plan Inspection ReportForm Inspections must war at least once xweek and within mhours of the end mm atom event that is 0_511 Inches or greater. U Project nnuv0pooSOmrmwmtandenfification Number: FLuIV___ )& instal odified Condition Code: G~Good M needs maintenance orreplacement soon y= Poor, needs immediate maintenance or replacement C~ Needs mhoclvmed 0~Other Control TmeCod,x 1. silt Fence 10, Storm drain inlet protection 19. Reinforced soil retain ng systern 28. Tice protection 2. Earth dikes 11. Vegetative buffer strip 20. Tabion 3. Structural diversion 12, Vegetative preservation am 21. Sediment Basin 30. Retention pond 4. Swale 13. Retention P-o-nd =_m_pora-ry-s�R 7 sod 3 1. Waste disposal / Ho_u_s_eTe-(Tmg 5. Sediment Trap 14. Construction entrance stabilization 23. Permanent seeTTasoU 6. Check dam TYFe-nmeter ditch 124. Dam 16. Curb and Ffter 125. Sand Bag 8. Pipe slope drain 17. Paved road surface IZ6. Uther I 19. Level spreaders 18, Rock outlet Protection lZI.Mp-rap I ENGINEER'S "I certily under penalty of law that this document and all attachments were prepared under my direction m supervision in accordance with u system designed to assure that qualified properly gathered and evaluated the information submitted. Based oumyinquiry of the person m persons who manage the system m those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. l am aware that there are significant penalties for submitting false information, including the possibility oC fine and imprisonment for knowing vinb600." � STUART ANDERSON, y�#60948 Date I HAVE REVIEWED TIES PLAN AND AGREE 7OCOWLY WITH TEE REQUIREMENTS SHOWN HEREON. PROJECT NO: 2008.0412 DATE: 08/17/07 OWNER/AUTHORIZED REPRESENTATIVE Date I I _q I 71 �~ TRAFFIC SIGN t t it cm"~36.0n CURB INLET mnxMANHOLE - - m*=oy.ar Ww~~oo.w N /wv~so.sr-~ t tI 104 0 [� WTN.2 STAKES PER BA[E, 2",9" STAKES 1 ^ TO 2' WIRE TIE It IN GROUND BALE TIES SECURELY BOUND BALES REQUIRED FOR DURABILITY ANCHORING SYNTHETIC BALES �* LOOSE SOIL PLACED BY `~ ^~ SHOVEL AND LIGHTLY COMPACTED ALONG THE �� UPSTREAM EDGE OF BALES FLOW ~� -~^--- r ' ` `--~' ELEVATION PLAN F�l �4 �� STRUCTURE ~� SE --32.8' w0T PL A T T E D A| - ~` x s p y A L T liffilir TOP OF K SANITARY HOLE OVERHEAD ELECTRIC LINES _;1 _ � O2KGINAI, � 13 a mECEIvmw 13 13 �� U K �� U � U�� U � U , , ' ��K �U 0 0 K �� 'K � � � K �K��»� l 7UU7 ��W ANCHOR SYNTHETIC BALES WITH 2 - 2 X 2 X 4 �� n « u � n � uu� u� n m � �N ~� N B�^0�� ~� -�' �7�K�� PER �A�� 7��A[� --~ ` ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNT}Up�{M�` EN ' OF CONSTRUCTION. �UYOF��[�3�Y�E8 ��y~A|��U�� ' "`~~'"^�~°'-'`� 0 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL ENGINEERING -------- ---- CITY/COUNTY AND WATER MANAGEMENT DISTRICT SPECIFICATIONS, SUBJECT T0 INTERIOR [lE0C�N DITCH UUCM AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND/OR CONDITIONS 0F SITE PROJECT MANAGEMENT PERMITS, �� CURB 8c GUTTER -------- -------- 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR T0 OR /A 003420 AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE CA 8660 APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF | * | COMPLETED INLET DITCH BOTTOM INLET THE SITE. INLET GRADE J. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED T0 A CONDITION 988 LEE ROAD FIRST FLOOR [OiWL TO OR BETTER THAN EXISTING CONDITION, UNLESS SPECIFICALLY ' FILTER FABRIC EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE C}RLAN�[),FU3R|C�.82OlO INCIDENTAL T0 OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL PH 407.645,5008 INLET STRUCTURE 8E ALL0�ED. FX4O7.��9.�l�4 PEN 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY RTqF DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO SEAL: CONSTRUCTION. 5 ' PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION ~-CURB 8c CUTTER BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. 5. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR ' F�l CONSTRUCTION AND STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY PARTIAL INLET EROSION CONTROL SOC FOLLOWING COMPLETION OF CONSTRUCTION. 7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM PROTECTION AROUND INLETS OR SIMILAR STRUCTURES STUAR 8 WDV[NC OFF-SITE. USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY ' D � FL. '`^~ � LINE. O. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER DEBRIS CONSULTANT INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR ADJACENT TO SITE. 8. ALL CLEARED AREAS FOR IMPROVEMENT AND/OR CONSTRUCTION SHALL BE WATERED T0 PREVENT WIND EROSION. CONC. CURB (TYPICAL) 10. FOR ADDITIONAL INFORMATION AND DETAILS, SEE F.D.0][ INDEX NO. 102. 11. UNLESS SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF SYNTHETIC BALES. 12. ADDITIONAL POSTS AND RAILS MAY BE NEDESSARY T0 SECURE AND SUPPORT ' BARRIERS. . :C JI 400 S EL CAMINO REAL SUITE SAN MATEO CA 94403 PROPERTY USE: COMMERCIAL *SITIE BENCHMARK (OFFICE BUILDING) 13. ADDITIONAL BARRIER LENGTHS WAY BE REQUIRED BY THE COUNTY ENGINEER REC. NAIL & DISC LB 2610 OR BY REGULATORY AGENCIES. 14. FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES AT ALL TIMES ' RENS|[}NS' WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR SYNTHETIC BALES. UNTIL ' T~� -------------------------------- THE LlMER0CK BASE IS FINISHED AND PRIMED. N0 0DATE REMARKS REMARKS . - ~'-__� � ,/ 1 10/05/07 CITY COMMENTS 15. THE CONTRACTOR IS REQUIRED T0 HAVE THIS PLAN ALONG WITH A COPY OF THE NPDES NOTICE OF INTENT POSTED IN A VISIBLE LOCATION ON THE 0 � CVNS|KVC|!UN SITE AT ALL TIMES. ILE ______________________________________________________-~ ^ o r o ^ � z 16. "CONTRACTOR IS REQUIRED BY NPD[3 T0 KEEP A LOG ON SITE FOR THE --`^----- ---- ^� SOIL EROSION AND SEDIMENT CONTROL MEASURES INDICATED ON THE PLAN. THE �� ' U/ ,/P - UNABLE mmcmc | U LOG SHALL CONTAIN DATES FOR' INSTALLATION OF CONTROL MEASURES, MAJOR N 0 � i cu/c �vno/nuux�v m,uviu�� /moro.uom um Al LL*u/ x WLL�L/ bx�/� *mu 7 --------------------------------------------------------------� 1N3PECT{ON AFTER ANY RAINFALL EVENT THAT I3 1/2" OR GREATER". ~ U 17. THE CONTRACTOR IS REQUIRED TO SUBMIT A COPY OF THIS LOG ALONG WITH U x u'~n^r./^r°r - n= c r.ruo°u",uu^n./nuu n r/o v r.TUC' c ono,n^ r�uv/u� ucr^n/vIEn/ vr cn,/nvncm/rL PROTECTION UPON THE COMPLETION OF CONSTRUCTION. � � ^ . ~ = CONC 13 13 13 39.0 " . PARCEL: 172916663730000040 ELECTRIC ME (TYPICAL C/O DELOME TAX x 400 W 15TH ST #1700 AGR4D/ AUSTIN TX 78701-1678 ELECTRIC IT ANSFORMER PROPERTY USE: COMMERCIAL CONCRE E PAD (RESTAURANT/CAFETERIA) Es W M I -M 3100' F7 UNITS. ELECTRIC PANELS, ETG. (ND ACCESS) -IRRIGATION CONTROL VALVE itc PARCEL "D" WOOD DECK VATH STAIRS CNI Al ONESTORY WOOD FRAME "JOE'S CRAB SHACK" FTB yx 4 � LIJ z -�� ] ~ FIRE SPRINKLER CONTROL �� = � 800 SF �« L C, 0 "� ^/ a 114 � �o�� __� \ PANS ION � _j cc � T . (68,249 SQUARE FEET) < EL CTRIC BOX F.F.E. 40.03 11 0 10 .1� WOO RAMP it CL I- PAVE S GAS LVE cj: \ �� '� ONC. WALK CON _-_ ] ~� \, "' /' < ��-- ---T---��7� �� ` �\�,�~�� Jn � � /^' /� ~\ '�r ' ` -oOUaLEoATcVALVE REFER TO SHEET CV FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE-SPECIFIC NOTES AND REQUIREMENTS. TOTAL AREA *DISTURBED UNDISTURBED IMPERVIOUS* PERVIOUS* (SF) AREA (SF) AREA (SF) AREA (SF) AREA (SF) (AC) AREA (AC) AREA (AC) AREA (AC) AR EA (AC) 68,249 68,249 0 40,576 27,673 *IMPERVIOUS + PERVIOUS = DISTURBED a I a StDomwaterPolludou Prevention Plan Inspection ReportForm Inspections must war at least once xweek and within mhours of the end mm atom event that is 0_511 Inches or greater. U Project nnuv0pooSOmrmwmtandenfification Number: FLuIV___ )& instal odified Condition Code: G~Good M needs maintenance orreplacement soon y= Poor, needs immediate maintenance or replacement C~ Needs mhoclvmed 0~Other Control TmeCod,x 1. silt Fence 10, Storm drain inlet protection 19. Reinforced soil retain ng systern 28. Tice protection 2. Earth dikes 11. Vegetative buffer strip 20. Tabion 3. Structural diversion 12, Vegetative preservation am 21. Sediment Basin 30. Retention pond 4. Swale 13. Retention P-o-nd =_m_pora-ry-s�R 7 sod 3 1. Waste disposal / Ho_u_s_eTe-(Tmg 5. Sediment Trap 14. Construction entrance stabilization 23. Permanent seeTTasoU 6. Check dam TYFe-nmeter ditch 124. Dam 16. Curb and Ffter 125. Sand Bag 8. Pipe slope drain 17. Paved road surface IZ6. Uther I 19. Level spreaders 18, Rock outlet Protection lZI.Mp-rap I ENGINEER'S "I certily under penalty of law that this document and all attachments were prepared under my direction m supervision in accordance with u system designed to assure that qualified properly gathered and evaluated the information submitted. Based oumyinquiry of the person m persons who manage the system m those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. l am aware that there are significant penalties for submitting false information, including the possibility oC fine and imprisonment for knowing vinb600." � STUART ANDERSON, y�#60948 Date I HAVE REVIEWED TIES PLAN AND AGREE 7OCOWLY WITH TEE REQUIREMENTS SHOWN HEREON. PROJECT NO: 2008.0412 DATE: 08/17/07 OWNER/AUTHORIZED REPRESENTATIVE Date I I _q I 71 REFER TO SHEET CV FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE-SPECIFIC NOTES AND REQUIREMENTS. TOTAL AREA *DISTURBED UNDISTURBED IMPERVIOUS* PERVIOUS* (SF) AREA (SF) AREA (SF) AREA (SF) AREA (SF) (AC) AREA (AC) AREA (AC) AREA (AC) AR EA (AC) 68,249 68,249 0 40,576 27,673 *IMPERVIOUS + PERVIOUS = DISTURBED a I a StDomwaterPolludou Prevention Plan Inspection ReportForm Inspections must war at least once xweek and within mhours of the end mm atom event that is 0_511 Inches or greater. U Project nnuv0pooSOmrmwmtandenfification Number: FLuIV___ )& instal odified Condition Code: G~Good M needs maintenance orreplacement soon y= Poor, needs immediate maintenance or replacement C~ Needs mhoclvmed 0~Other Control TmeCod,x 1. silt Fence 10, Storm drain inlet protection 19. Reinforced soil retain ng systern 28. Tice protection 2. Earth dikes 11. Vegetative buffer strip 20. Tabion 3. Structural diversion 12, Vegetative preservation am 21. Sediment Basin 30. Retention pond 4. Swale 13. Retention P-o-nd =_m_pora-ry-s�R 7 sod 3 1. Waste disposal / Ho_u_s_eTe-(Tmg 5. Sediment Trap 14. Construction entrance stabilization 23. Permanent seeTTasoU 6. Check dam TYFe-nmeter ditch 124. Dam 16. Curb and Ffter 125. Sand Bag 8. Pipe slope drain 17. Paved road surface IZ6. Uther I 19. Level spreaders 18, Rock outlet Protection lZI.Mp-rap I ENGINEER'S "I certily under penalty of law that this document and all attachments were prepared under my direction m supervision in accordance with u system designed to assure that qualified properly gathered and evaluated the information submitted. Based oumyinquiry of the person m persons who manage the system m those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. l am aware that there are significant penalties for submitting false information, including the possibility oC fine and imprisonment for knowing vinb600." � STUART ANDERSON, y�#60948 Date I HAVE REVIEWED TIES PLAN AND AGREE 7OCOWLY WITH TEE REQUIREMENTS SHOWN HEREON. PROJECT NO: 2008.0412 DATE: 08/17/07 OWNER/AUTHORIZED REPRESENTATIVE Date I I _q I 71 a I a StDomwaterPolludou Prevention Plan Inspection ReportForm Inspections must war at least once xweek and within mhours of the end mm atom event that is 0_511 Inches or greater. U Project nnuv0pooSOmrmwmtandenfification Number: FLuIV___ )& instal odified Condition Code: G~Good M needs maintenance orreplacement soon y= Poor, needs immediate maintenance or replacement C~ Needs mhoclvmed 0~Other Control TmeCod,x 1. silt Fence 10, Storm drain inlet protection 19. Reinforced soil retain ng systern 28. Tice protection 2. Earth dikes 11. Vegetative buffer strip 20. Tabion 3. Structural diversion 12, Vegetative preservation am 21. Sediment Basin 30. Retention pond 4. Swale 13. Retention P-o-nd =_m_pora-ry-s�R 7 sod 3 1. Waste disposal / Ho_u_s_eTe-(Tmg 5. Sediment Trap 14. Construction entrance stabilization 23. Permanent seeTTasoU 6. Check dam TYFe-nmeter ditch 124. Dam 16. Curb and Ffter 125. Sand Bag 8. Pipe slope drain 17. Paved road surface IZ6. Uther I 19. Level spreaders 18, Rock outlet Protection lZI.Mp-rap I ENGINEER'S "I certily under penalty of law that this document and all attachments were prepared under my direction m supervision in accordance with u system designed to assure that qualified properly gathered and evaluated the information submitted. Based oumyinquiry of the person m persons who manage the system m those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. l am aware that there are significant penalties for submitting false information, including the possibility oC fine and imprisonment for knowing vinb600." � STUART ANDERSON, y�#60948 Date I HAVE REVIEWED TIES PLAN AND AGREE 7OCOWLY WITH TEE REQUIREMENTS SHOWN HEREON. PROJECT NO: 2008.0412 DATE: 08/17/07 OWNER/AUTHORIZED REPRESENTATIVE Date I I _q I 71 ENGINEER'S "I certily under penalty of law that this document and all attachments were prepared under my direction m supervision in accordance with u system designed to assure that qualified properly gathered and evaluated the information submitted. Based oumyinquiry of the person m persons who manage the system m those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. l am aware that there are significant penalties for submitting false information, including the possibility oC fine and imprisonment for knowing vinb600." � STUART ANDERSON, y�#60948 Date I HAVE REVIEWED TIES PLAN AND AGREE 7OCOWLY WITH TEE REQUIREMENTS SHOWN HEREON. PROJECT NO: 2008.0412 DATE: 08/17/07 OWNER/AUTHORIZED REPRESENTATIVE Date I I _q I 71 0 13. 8 a N w x J a N N N O O N N H O a 9 3 N�} V N cl N 7 O lCi ,•• O N Y UNDISTURBED EARTH .Q R "D " +24" MAX UTILITY SERVICE LATERAL -- 90' SLOPE - 2:1 MIN OR SHORING COMPACTED BACKFILL - SEE COMPOSITE UTILITY PLAN, UTILITY SPECIFICATIONS AND PROFILE PLANS NOTE 1 NOTE 1 DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE AS REQUIRED TO REACH SUITABLE FOUNDATION AND SHALL BE IN ACCORDANCE WITH ASTM D -2321 TRENCH DETAIL NTS DRG010.DWG 0 ORIGINAL EROSION CONTROL NOTES RECEIVED. T 15 247INTERPLAN ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL COMP�LON I)EA OF CONSTRUGTION. CITY OF CLEARV 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL CITY /COUNTY AND WATER MANAGEMENT DISTRICT SPECIFICATIONS, SUBJECT TO AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND /OR CONDITIONAL CHANGES. 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF THE SITE. 3. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITION, UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. 6. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR CONSTRUCTION AND STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION. 7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM MOVING OFF -SITE. USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY LINE. 8. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER DEBRIS INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR ADJACENT TO SITE. 9. ALL CLEARED AREAS FOR IMPROVEMENT AND /OR CONSTRUCTION SHALL BE WATERED TO PREVENT WIND EROSION. 10. FOR ADDITIONAL INFORMATION AND DETAILS, SEE F.D.O.T. INDEX NO. 233. 11. UNLESS SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF SYNTHETIC BALES. 12. ADDITIONAL POSTS AND RAILS MAY BE NECESSARY TO SECURE AND SUPPORT BARRIERS. 13. ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE COUNTY ENGINEER OR BY REGULATORY AGENCIES. 14. FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES, AT ALL TIMES WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR BALES, UNTIL THE LIMEROCK BASE IS FINISHED AND PRIMED. D. MATERIALS (STORM) 1. REINFORCED CONCRETE PIPE (RCP): 0 -RING PIPE SHALL CONFORM TO ASTM C 76 (CLASS III, UNLESS OTHERWISE SPECIFIED) AND AASHTO M 170 STANDARD SPECIFICATIONS, AND ASTM C 443 STANDARD SPECIFICATION FOR JOINTS FOR RCP USING RUBBER GASKETS. 2, ELLIPTICAL RCP SHALL CONFORM TO ASTM C 507 (CLASS III) AND AASHTO M 207 STANDARD SPECIFICATIONS. 3. HDPE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M -25 (3" -10 "), M -294 (12" AND LARGER), TYPE S (CORRUGATED OUTSIDE - SMOOTH INSIDE, 4 " -60 "), AND MP7 (60" TYPE S). A. BELL /SPIGOT GASKET FOR HDPE PIPE SHALL BE SOIL /SILT TIGHT PER AASHTO SECTION 26 WITH RUBBER GASKET MEETING ASTM F -477. 4. PVC STORM SEWER PIPE (12" OR LESS) AND FITTINGS SHALL BE NON- PRESSURE POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM D 3034, SDR 26, WITH PUSH -ON RUBBER GASKET JOINTS. 0 I i • STUART' FL. REG. I CONSULTANT: REVISIONS: NO, DATE REMARKS -r l a a t 0 13. 8 a N w x J a N N N O O N N H O a 9 3 N�} V N cl N 7 O lCi ,•• O N Y UNDISTURBED EARTH .Q R "D " +24" MAX UTILITY SERVICE LATERAL -- 90' SLOPE - 2:1 MIN OR SHORING COMPACTED BACKFILL - SEE COMPOSITE UTILITY PLAN, UTILITY SPECIFICATIONS AND PROFILE PLANS NOTE 1 NOTE 1 DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE AS REQUIRED TO REACH SUITABLE FOUNDATION AND SHALL BE IN ACCORDANCE WITH ASTM D -2321 TRENCH DETAIL NTS DRG010.DWG 0 ORIGINAL EROSION CONTROL NOTES RECEIVED. T 15 247INTERPLAN ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL COMP�LON I)EA OF CONSTRUGTION. CITY OF CLEARV 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL CITY /COUNTY AND WATER MANAGEMENT DISTRICT SPECIFICATIONS, SUBJECT TO AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND /OR CONDITIONAL CHANGES. 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF THE SITE. 3. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITION, UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. 6. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR CONSTRUCTION AND STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION. 7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM MOVING OFF -SITE. USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY LINE. 8. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER DEBRIS INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR ADJACENT TO SITE. 9. ALL CLEARED AREAS FOR IMPROVEMENT AND /OR CONSTRUCTION SHALL BE WATERED TO PREVENT WIND EROSION. 10. FOR ADDITIONAL INFORMATION AND DETAILS, SEE F.D.O.T. INDEX NO. 233. 11. UNLESS SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF SYNTHETIC BALES. 12. ADDITIONAL POSTS AND RAILS MAY BE NECESSARY TO SECURE AND SUPPORT BARRIERS. 13. ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE COUNTY ENGINEER OR BY REGULATORY AGENCIES. 14. FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES, AT ALL TIMES WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR BALES, UNTIL THE LIMEROCK BASE IS FINISHED AND PRIMED. D. MATERIALS (STORM) 1. REINFORCED CONCRETE PIPE (RCP): 0 -RING PIPE SHALL CONFORM TO ASTM C 76 (CLASS III, UNLESS OTHERWISE SPECIFIED) AND AASHTO M 170 STANDARD SPECIFICATIONS, AND ASTM C 443 STANDARD SPECIFICATION FOR JOINTS FOR RCP USING RUBBER GASKETS. 2, ELLIPTICAL RCP SHALL CONFORM TO ASTM C 507 (CLASS III) AND AASHTO M 207 STANDARD SPECIFICATIONS. 3. HDPE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M -25 (3" -10 "), M -294 (12" AND LARGER), TYPE S (CORRUGATED OUTSIDE - SMOOTH INSIDE, 4 " -60 "), AND MP7 (60" TYPE S). A. BELL /SPIGOT GASKET FOR HDPE PIPE SHALL BE SOIL /SILT TIGHT PER AASHTO SECTION 26 WITH RUBBER GASKET MEETING ASTM F -477. 4. PVC STORM SEWER PIPE (12" OR LESS) AND FITTINGS SHALL BE NON- PRESSURE POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM D 3034, SDR 26, WITH PUSH -ON RUBBER GASKET JOINTS. 0 I i • STUART' FL. REG. I CONSULTANT: REVISIONS: NO, DATE REMARKS -r l 1, I! E COPYRIGHT @ 2007 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2006.0412 DATE: 08/17/07 �1 ^'h1 * t CHECKED: MODIFIED: 08 /13/07 09:11:07 J: \A- J \FIFTHTHIRDBANK \2006.0412 \060412C3.2.DWG 5/8 " =1' -0° WWI. PLOTTED: 08/13/07 13:05:29 J: \A- J \FIFTHTHIRDBANK \2006.0412 \060412C3.2.DWG 5/8 " =1" -0" FRAMEL c I INTERPLAN ARCHITECTURE INTERIOR ENGINEERING DESIGN PROJECT n f*1 1 0.1 0.2 ❑. 1,7 3.2 ro�0.1 0,2 1,7 3.5 4 1 1.0 0.2 0. 2.6 5.3 5.0 3. 2 7 0,2 0.6 3.0 ❑ . 6,0 4,4 3.2 4,20 S.F. BANK PARCEL "C" 1.567 +/- ACRES (68,249 SQUARE FEET) 1.2 0.8 0, a O• 3,4 3.6 NO SF.5 FUTURE Xe NSIfiN 0.4 0.7 3,7 2,8 1.6 �J ❑ 3.7 3.1 3.1 3.0 2.2 3.4 2,2 4.0 ❑ . 0.7 1,3 2. 4.5 TELLER 0.7 0.8 0 , 8 0.9 1.1 1.6 18N E 4.3I 2'`�._ , 148 a.1:4 4 ° 1., 1;3� '• : 1.4 Q , , 116, Q •. a . -B ,,4 2.4 3.7 2.1 2.6 4.� 4.0 5.0 % 6.9 0.2 0.3 0.4 0.5 5Z�,21'11 P4L :XIT 50.5 5 0.5 v ❑ 011 0.4 Project: All Projects Symbol Qty ❑ 4.3 a 4,1 ❑ 3.4 ❑ 3.0 a 2.5 v 2.3 ❑ 2.3 [LUMCAT] v 3.0 9 v 2,9 v 2,6 v 2,6 v 2.8 ❑❑ 3.1 100 8800 a LM15C 150 WATT MH CLEAR ED -17 (Q 10 H1 SINGLE 8500 0.720 100 8500 COOPER LIGHTING MD7 -7750C M100_C -U 100 WATTS 8500 LU 4 P4SL SINGLE 36000 1 0.720 400 36000 COOPER LIGHTING v ❑ 0.1 0,3 400 WATT MH CLEAR ED -28 ❑ 2,0 ❑ 3.5 4. v 5.1 ❑ 5.1 v 4.4 v 3.7 v 2,9 v 3,2 v v 4.4 7 v 4,3 a 3.7 v 2,6 v L9 ❑ 1.5 ❑ Ll a p.71 a 0,3 \ \v a 0.3 0.7 �6 v 3.8 v 6.0 .3 ❑ 6,6 ❑ 5.9 v 5.0 ❑ 3.1 ❑ 3,9 ❑ 5,9 v 29 a 5.0 ❑ ❑ ❑ D 0.2 ❑ 0.5 a 1.0 \a 3 ❑ 4,2 .8 O 6.4 a 6.2 a 3,3 a 2,0 a 2,5 a 3.9 a 6,0 .3 a 6.4 ❑ 3.0 ❑ i.4 ❑ 0,8 a 0.5 ❑ 0.3 a r p.2' O 0.1 0 0 a 0,3 0.6 1.0 1.9 2.8 SL 2.4 1.3 1,3 1.3 1,7 2,4 2,1 1.1 0.9 0,4 0.2 0.1 0.1 010 v 0,2 a 0.2 v 0.3 v 0.6 v 0.9 ❑ 0.4 v 0.3 a 0.3 v 0.3 v 0.3 ❑ 0.5 .8,d a v 0.4 v 0.3 v 0.2 v 0,1 v 0.1 a 0.1 a 0.0 ❑ 0.0 v 0,1 v 0.1 a 0.2 v 0.2 a 0.1 v 0,1 a 0.1 v 0,1 a 0.1 v 0.2 c 0.2 v 0,1 a 0.1 ❑ 0,1 v 0.0 a 0,0 v 0,0 ❑ 0,0 v 0.0 Luminaire Schedule Project: All Projects Symbol Qty Lobel Arrangement Lumens LLF Total Watts Total Lumens [MANUFAC] [LUMCAT] [LAMP] 2.06 1 H3 SINGLE 8800 0.720 100 8800 COOPER LIGHTING LM15C 150 WATT MH CLEAR ED -17 (Q 10 H1 SINGLE 8500 0.720 100 8500 COOPER LIGHTING MD7 -7750C M100_C -U 100 WATTS 8500 LU 4 P4SL SINGLE 36000 1 0.720 400 36000 COOPER LIGHTING CAL -400- MH -XX -SL 400 WATT MH CLEAR ED -28 5 1 P5F I SINGLE 40000 1 0.720 1 455 1 40000 COOPER LIGHTING CAL - 400- MH -XX -5F 400 WATT MH CLEAR ED -28 Numeric Summary Project: All Projects Label CalcType Units Avg Max Min Avg /Min Max /Min Site Illuminance Fc 2.06 22.3 0.0 0.00 0.00 DRIVE THRU Illuminance Fc 25.71 33.5 19.7 1.31 1.70 Y f i UHILnES j CALL BEFORE !, 1-800-432-4770 UTIUTIES PROTECTION CENTER IT'S THE LAW W, REVISIONS: NO. DATE REMARKS 1 10/05/07 CITY COMMENTS PROJECT NO: 2006.0412 DATE: 07/20/07 20 0 20 40 ESI 1 H =20' IT 1 r- TM 1 I A N 1 GRAPHIC SCALE 11 111 f t CHECKED: MODIFIED: 10 /11/07 13:53:21 J: \A- J \FIFTHTHIRDBANK \2006.0412 \060412ES1,DWG 5/8 " =1' -0' ANTMIL PLOTTED: . I i i 1 PROJECT NO: 2006.0412 DATE: 07/20/07 20 0 20 40 ESI 1 H =20' IT 1 r- TM 1 I A N 1 GRAPHIC SCALE 11 111 f t CHECKED: MODIFIED: 10 /11/07 13:53:21 J: \A- J \FIFTHTHIRDBANK \2006.0412 \060412ES1,DWG 5/8 " =1' -0' ANTMIL PLOTTED: . I cl 13 93 ORIGINAl I I A SITE VISIT HAS BEEN PERFORMED AND SITE IS PRESENTLY LANDSCAPED WITH WHAT SEEMS TO BE, FAIRLY RECENT EXISTING LANDSCAPING. PROPOSED LANDSCAPING, INDICATED BY THE DARKER SYMBOLS, IS BEING ADDED ONLY TO REPLACE DEAD, NON- PRESENT PLANTINGS OR TO FULLFILL NEW LANDSCAPING AREAS. EXISTING LANDSCAPING IS SCREENED, INDICATED BY THE LIGHTER SYMBOLS, TO ALLOW A VISUAL OF WHAT IS EXISTING, AS WELL AS, SHOW WHERE PROPOSED .... LANDSCAPING IS NEEDED. ALONG WITH THE EXISTING LANDSCAPING, THERE IS ALSO AN EXISTING IRRIGATION. EXISTING IRRIGATION APPEARS TO BE IN FULL COVERAGE, EXCEPT FOR IN SUCH CASES AS NEW LANDSCAPING AREAS. CONTRACTOR TO CHECK EXISTING IRRIGATION FOR MALFUNCTIONS AND ADD IRRIGATION IN FULL TO NEW LANDSCAPED AREAS. CONTRACTOR TO CONNECT NEW IRRIGATION TO THE EXISTING IRRIGATION TO COMPLETE FULL COVERAGE TO SITE. NOTE: LANDSCAPE ARCHITECT HAS FIELD VERIFIED THAT EXISTING LANDSCAPING IS IN CONDITION AND LOCATION THAT IS IN ACCEPTABLE ORDER AS REQUIRED PER CODE. NOTE: CONTRACTOR TO VERIFY AND ADJUST IRRIGATION PER SITE CHANGES. 1 . .. . . .....:.. :.....: ®. f TED------------------- L I GULF TO BAY BOULEVARD (S.R. 60) (RIGHT OF WAY WIDTH VARIES) PREPARED PLANTING SOIL AS SPECIFIED NOTE: WHEN SHRUBS 1MP TO PREVENT OR GROUNDCOVERS ARE USED IN TILING MASSES ENTIRE BED IS TO BE EXCAVATED TO RECEIVE PLANTING SOIL & PLANT MATERIAL - UNLESS OTHERWISE SPECIFIED. 2 SHRUB AND GROUND COVER NTS PLANTING DETAIL TAMP TO PREVENT SETTLING NOTE BOTANICAL NAME MINIMUM SIZE / WHERE GALLON REFERENCES MAY CONFLICT WITH HEIGHT /SPREAD AND CALIPER (COMMON NAME) MEASUREMENTS, THE HEIGHT /SPREAD AND CALIPER MEASUREMENTS SHALL GOVERN. SITE TO BE 100% IRRIGATED. IP RED PLASTIC FLAG ON .a _ t WIRE ABOVE TURNBUCKLE I T LIST ' sF LS 3" MIN. MULCH OR t AS SPECIFIED. PHILODENDRON SETACEUM 6" BERM TO HOLD SYMBOL BOTANICAL NAME MINIMUM SIZE / WATER. t P4 a �DOUBLE STRAND #10 GAUGE GALV. WIRE, TWISTED & GALV. \ QUERCUS VIRGINIANA QV : (LIVE OAK) EXISTING FINISHED GRADE ' C t 0 2 "X4 "X3' STAKES BURIED IV ch- UNDERSTORY TREES a �� SP SABAL PALM EXISTING PREPARED PLANTING (CABBAGE PALM) to w Ld 1 as 0 Lml W>- . .. ......... ... . ... .... J.-Ji ...... ... ... 03: < u- 10 CL F- 0 s A SITE VISIT HAS BEEN PERFORMED AND SITE IS PRESENTLY LANDSCAPED WITH WHAT SEEMS TO BE, FAIRLY RECENT EXISTING LANDSCAPING. PROPOSED LANDSCAPING, INDICATED BY THE DARKER SYMBOLS, IS BEING ADDED ONLY TO REPLACE DEAD, NON- PRESENT PLANTINGS OR TO FULLFILL NEW LANDSCAPING AREAS. EXISTING LANDSCAPING IS SCREENED, INDICATED BY THE LIGHTER SYMBOLS, TO ALLOW A VISUAL OF WHAT IS EXISTING, AS WELL AS, SHOW WHERE PROPOSED .... LANDSCAPING IS NEEDED. ALONG WITH THE EXISTING LANDSCAPING, THERE IS ALSO AN EXISTING IRRIGATION. EXISTING IRRIGATION APPEARS TO BE IN FULL COVERAGE, EXCEPT FOR IN SUCH CASES AS NEW LANDSCAPING AREAS. CONTRACTOR TO CHECK EXISTING IRRIGATION FOR MALFUNCTIONS AND ADD IRRIGATION IN FULL TO NEW LANDSCAPED AREAS. CONTRACTOR TO CONNECT NEW IRRIGATION TO THE EXISTING IRRIGATION TO COMPLETE FULL COVERAGE TO SITE. NOTE: LANDSCAPE ARCHITECT HAS FIELD VERIFIED THAT EXISTING LANDSCAPING IS IN CONDITION AND LOCATION THAT IS IN ACCEPTABLE ORDER AS REQUIRED PER CODE. NOTE: CONTRACTOR TO VERIFY AND ADJUST IRRIGATION PER SITE CHANGES. 1 . .. . . .....:.. :.....: ®. f TED------------------- L I GULF TO BAY BOULEVARD (S.R. 60) (RIGHT OF WAY WIDTH VARIES) PREPARED PLANTING SOIL AS SPECIFIED NOTE: WHEN SHRUBS 1MP TO PREVENT OR GROUNDCOVERS ARE USED IN TILING MASSES ENTIRE BED IS TO BE EXCAVATED TO RECEIVE PLANTING SOIL & PLANT MATERIAL - UNLESS OTHERWISE SPECIFIED. 2 SHRUB AND GROUND COVER NTS PLANTING DETAIL TAMP TO PREVENT SETTLING NOTE 3 MULTI- TRUNK DETAIL NTS PRUNE AND TIE FRONDS. A MINIMUM OF 7 FRONDS WITH HEMP TWINE. FRONDS TO REMAIN TIED UNTIL PALM BECOMES ESTABLISHED. PAD TRUNK WITH 2 LAYERS OF BURLAP TO PROTECT THE TRUNK. USE A MINIMUM OF 3 GALVANIZED STEEL BANDS TO TIE - j (5) 2 "X4 "X18" WOOD BATTENS AROUND f TRUNK. `j NAIL (3) 2 "X4" BRACES TO BATTENS 120° APART TO PREVENT SLIPPAGE. PROVIDE (3) 2 "X4" SUPPORTS. CUT TOP OF EACH SUPPORT AT ANGLE AND TOENAIL INTO BATTENS AN GROUND BRACES AS SHOWN. SUPPORTS SHALL REMAIN IN PLACE A MIN. OF 6 MONTHS. Y MULCH AS SPECIFIED ORIGINAL ROOT BALL o PLANT PIT - DIG TWICE THE SIZE OF ROOT BALL. THE ROOT BALL SHALL BE PLANTED TO THE ORIGINAL DEPTH AS IT OCCURRED IN THE NURSERY CONTAINER OR ESTABLISHED GRADE IN FIELD GROWN CONDITIONS. ROOT BALL SHALL SIT ON UNEXCAVATED NATIVE SOIL. BACK FILL WITH CLEAN SAND THOROUGHLY WASHED IN. 6" SOIL SAUCER. PALM PLANTING DETAIL NTS n GROUND SHRUBS & COVERS SYMBOL BOTANICAL NAME MINIMUM SIZE / WHERE GALLON REFERENCES MAY CONFLICT WITH HEIGHT /SPREAD AND CALIPER (COMMON NAME) MEASUREMENTS, THE HEIGHT /SPREAD AND CALIPER MEASUREMENTS SHALL GOVERN. SITE TO BE 100% IRRIGATED. IP RED PLASTIC FLAG ON EXISTING WIRE ABOVE TURNBUCKLE I T LIST & 4" ABOVE GROUND. (TYP) LS 3" MIN. MULCH OR CANOPY TREES AS SPECIFIED. PHILODENDRON SETACEUM 6" BERM TO HOLD SYMBOL BOTANICAL NAME MINIMUM SIZE / WATER. (COMMON NAME) SPACING & QUANTITY �DOUBLE STRAND #10 GAUGE GALV. WIRE, TWISTED & GALV. \ QUERCUS VIRGINIANA QV BUCKLE. (LIVE OAK) EXISTING FINISHED GRADE RM RED MAPLE EXISTING (ACER RUBRUM) 2 "X4 "X3' STAKES BURIED IV 4 3" BELOW GRADE. UNDERSTORY TREES �� SP SABAL PALM EXISTING PREPARED PLANTING (CABBAGE PALM) SOIL AS SPECIFIED. 3 MULTI- TRUNK DETAIL NTS PRUNE AND TIE FRONDS. A MINIMUM OF 7 FRONDS WITH HEMP TWINE. FRONDS TO REMAIN TIED UNTIL PALM BECOMES ESTABLISHED. PAD TRUNK WITH 2 LAYERS OF BURLAP TO PROTECT THE TRUNK. USE A MINIMUM OF 3 GALVANIZED STEEL BANDS TO TIE - j (5) 2 "X4 "X18" WOOD BATTENS AROUND f TRUNK. `j NAIL (3) 2 "X4" BRACES TO BATTENS 120° APART TO PREVENT SLIPPAGE. PROVIDE (3) 2 "X4" SUPPORTS. CUT TOP OF EACH SUPPORT AT ANGLE AND TOENAIL INTO BATTENS AN GROUND BRACES AS SHOWN. SUPPORTS SHALL REMAIN IN PLACE A MIN. OF 6 MONTHS. Y MULCH AS SPECIFIED ORIGINAL ROOT BALL o PLANT PIT - DIG TWICE THE SIZE OF ROOT BALL. THE ROOT BALL SHALL BE PLANTED TO THE ORIGINAL DEPTH AS IT OCCURRED IN THE NURSERY CONTAINER OR ESTABLISHED GRADE IN FIELD GROWN CONDITIONS. ROOT BALL SHALL SIT ON UNEXCAVATED NATIVE SOIL. BACK FILL WITH CLEAN SAND THOROUGHLY WASHED IN. 6" SOIL SAUCER. PALM PLANTING DETAIL NTS n GROUND SHRUBS & COVERS SYMBOL BOTANICAL NAME MINIMUM SIZE / (COMMON NAME) SPACING & QUANTITY ILLICIUM PARVIFLORA IP (YELLOW ANISE) EXISTING LAGERSTROEMAIA SP. LS (DWARF CRAPE MYRTLE) EXISTING PHILODENDRON SETACEUM c PS (FOUNTAIN GRASS) EXISTING OPHIOPOGON JAPONICA OJ (MONDO GRASS) EXISTING ILEX VOMITORIA IV (YAUPON HOLLY) EXISTING PROPOSED SITE AREA PAVEMENT /SIDEWALKS 36,376 SF 50 IMPERVIOUS BUILDING 4,200 SF 6 % 56 OPEN SPACE (GREEN) 27,673 SF 44 % V.U.A. 12% OF THE V.U.A. SHALL BE PROVIDED AS INTERIOR LANDSCAPING. TOTAL V.U.A. 36,376 SF X 12% = 4,365 SF REQUIRED. TOTAL INTERIOR LANDSCAPE PROVIDED = 6,640 SF REVISIONS: NO. DATE REMARKS 1 10/05/07 CITY COMMENTS PROJECT NO: 2006.0412 DATE: 08/17/07 2- I 0 CHECKED: MODIFIED: 10 /10/07 15:01:31 J :\A- J \FIFIHTHIRDBANK \2006.0412 \060412L1.DWG 5/6 ° =1' -0° CARSAN PLOTTED: . F-1 I� PROJECT NO: 2006.0412 DATE: 08/17/07 2- I 0 CHECKED: MODIFIED: 10 /10/07 15:01:31 J :\A- J \FIFIHTHIRDBANK \2006.0412 \060412L1.DWG 5/6 ° =1' -0° CARSAN PLOTTED: . F-1 i' ONE i i OF / FOR EACH ORIGINAL RED nrT TREE PROTECTION NOTES , J J PLANNING )EPARTMEM 1. DURING CONSTRUCTION, PROTECTIVE BARRIERS SHALL BE PLACED BY SITE CONTRACTOR TOOtTYOE EARWATER ARCHITECTURE PREVENT DESTRUCTION OF TREES WHICH ARE DESIGNATED TO REMAIN. PROTECTION BARRIERS SHALL BE ERECTED PRIOR TO CLEARING OR CONSTRUCTION OF ANY KIND ON THE SITE. ENGINEERING 2. BARRIERS SHALL CONSIST OF PROTECTIVE WOODEN POSTS TWO (2) INCHES BY FOUR (4) INTERIOR DESIGN INCHES OR LARGER PLANTED IN SUFFICIENT DEPTH TO BE STABLE WITH AT LEAST FOUR (4) FEET PROJECT MANAGEMENT OF POST VISIBLE ABOVE THE GROUND. POSTS SHALL BE PLACED NO CLOSER THAN FOUR (4) FEET TO THE TRUNK UNLESS PROPOSED PAVING CONSTRUCTION WILL NOT PERMIT. POSTS SHALL AA 003420 BE NO FURTHER THAN SIX (6) FEET APART. REFER TO TREE PROTECTION BARRIER DETAIL. CA 8660 EACH SECTION SHALL BE LINKED TOGETHER WITH ORANGE POLYPROPYLENE NET FENCE MATERIAL. 3. PROPOSED GRADES AROUND TREES TO REMAIN SHALL BE MAINTAINED AT EXISTING GRADE AND NO FILL WILL BE ADDED. 4. THE CONTRACTOR SHALL FOLLOW TREE REMOVAL, TREE PROTECTION AND GENERAL PLANTING 933 LEE ROAD, FIRST FLOOR REQTS. AS DEFINED BY LOCAL JURISDICTION. ORLANDO, FLORIDA 32810 5. PROTECTIVE BARRIERS SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH TIME AS PH 407,645.5008 CONSTRUCTION IS COMPLETE AND ALL EQUIPMENT IS REMOVED FROM SITE. FX 407.629,9124 6. NO BUILDING MATERIALS SUCH AS MACHINERY OR TEMPORARY SOIL DEPOSITS SHALL BE PLACED WITHIN THE PROTECTIVE BARRIER ZONES. SEAL; G""' E TREE LE'._.� Nu TREE PROTECTION BARRICADE(, LOCATION ( DRIPLINE OF CANOPY = EXISTING TREE TO BE REMOVED ONE FOOT OF RADIUS FOR EACH -f. 1' INCH OF TRUNK DIAMETER) MIN 4' 6" 0 ` t4 CLEARANCE ON ALL SIDES RICHARD T. ABT, L.A. _.. FL REG. NO. 1321 1 : { S tP s TREE & NATIVE VEGETATION PRO t t J4 t SOD :..,.. 20' 0' 20' 40' TREE REMOVAL 1 " =20' GRAPHIC SCALE near AfP110don of DeepRoof Tree Root Baniers ' of Indal n c to SIdewolke and Curbs TYPICAL SECTION OF CURB AND GUT1EMYR)i DEEPROO � TREE ROOT #3� RIErbiNSETNTOCONCRETE. � 'BARPJER ]kSTALLEDL4 ATREfICH I�' BUBG.4ADCV(iil CH t3 THEN COMPACTED, BARRIER IS SET $0 WT TOP EDGE Yf:€L BE 2' (MA) sELUN FloNIVI GRADE OF CUR a, AND SET FLUSH''MH EDGcc Of CURB, S.ARR'ERRIB$ FACE TOWARD TREE ROOTS. lop of root bonier 2' (5cm) below rsemb grade of tuibr INSTALLATION SEQUENCE: {} t, Reps base amaut-grade Z1, Trench to appropriate depth for lristatiatt66 of n rat wtdsrso Us[t fob a: tssrsris i' (bcm} -- _— , -__._; belastfnfst grsdeaft000fc jJ Compacted crushed bass ti 3. Place: runt barrier In trench, vertical ribs mt.Gt - -_' face fosard frea rods, r 4. BacHf €t and,conpact to recyArerients, uteri Subgtcda carrpa :t an S. Ptace fora .haterlat ogatnst barrier. fit in_aj be' T rot tieepRaet UB 29 -2; rwa ed4011 the autsldsaf;trsform} opta!n[ ruse of b8 48-2 TYPICAL S£CTtON OF CURB, GUTTER AID SIONFALK +\ STALIATIN S :QtiENGc, kIM DEEPROOT TREE RCOT BARRIER INSET #NTO CONCRETE LNep3Dasosad%teed$ E, Trench to' appropriate depth for. BA.RRIERRISTA LEDINATRENGHIN Si3GRAOE tns`.d,atanof red lisrenSothat {rIECH IS TREE CGI4PACT£D.8MRIER I's 6 E top oft. ?*;t 7 prq Won 8O THATTOP EOGE W'LL EE 2' 5C'1 ASOVE s . ( 1 fsttah grade DROP afaidvsgik( or > COI. {PAACTEDBASE tarha,fhay5at eea6ase fveybe'r,sentepotcctnpaa #edbes^ and &n'sh graft of SVII 8ARRIER RIBS aW rinsh gravpaf. Wij ✓ FACE TO'YARD TREE ROOTS. 3. Place root laarrler In trench; Yer•ticat >s t; fibs must faca tanatdffe4=Is. A 4, Rackfilt ancf compact to r5equ'•rements, 1 Place form material agahn t barrier ..:c . ..:.1- : -, (!t may be nailed from tf�A crfsds Subgrade tornpaclion Gampoeed wnj0'nd base. Typ cal DeepRoot US 24 -2, w1anal asa of 0618-2 2 i;i.P0Ri141 rt'OT €: Tree #acktvn tna;i _a4ijn w'dh 'as-bwv center of barrier. ,tAtt Toxaf } roboet lo w t qh [' gtaz cf d _orb 3 . a ... �. -.. i. fa"goot m 24- . US 18 -2 or LU VZ2 us 24 -2 Opliorial Vert of SIB 78-2.- 5 or 12 Pacer feet ]CADE DETAIL NTS CONSULTANT: Nu A SITE VISIT HAS BEEN PERFORMED AND SITE IS PRESENTLY LANDSCAPED WITH WHAT SEEMS TO BE, FAIRLY RECENT EXISTING LANDSCAPING. PROPOSED LANDSCAPING, INDICATED BY THE DARKER SYMBOLS, IS BEING ADDED ONLY TO REPLACE DEAD, NON — PRESENT PLANTINGS OR TO FULLFILL NEW LANDSCAPING AREAS. EXISTING LANDSCAPING IS SCREENED, INDICATED BY THE LIGHTER SYMBOLS, TO ALLOW A VISUAL OF WHAT IS EXISTING, AS WELL AS, SHOW WHERE PROPOSED LANDSCAPING IS NEEDED. ALONG WITH THE EXISTING LANDSCAPING, THERE IS ALSO AN EXISTING IRRIGATION. EXISTING IRRIGATION APPEARS TO BE IN FULL COVERAGE, EXCEPT FOR IN SUCH REVISIONS: CASES AS NEW LANDSCAPING AREAS. CONTRACTOR TO CHECK EXISTING IRRIGATION FOR MALFUNCTIONS AND ADD IRRIGATION IN FULL TO NEW LANDSCAPED AREAS. NO. DATE REMARKS CONTRACTOR TO CONNECT NEW IRRIGATION TO THE EXISTING IRRIGATION TO COMPLETE FULL COVERAGE TO SITE. NOTE. LANDSCAPE ARCHITECT HAS FIELD VERIFIED THAT EXISTING LANDSCAPING IS IN CONDITION AND LOCATION THAT IS IN ACCEPTABLE ORDER AS REQUIRED PER CODE. NOTE: CONTRACTOR TO VERIFY AND ADJUST IRRIGATION PER SITE CHANGES. U —2 eci ice Ions Ostai! A" 4f DeepRoot tree moot ni (11..14 min ) mm} Spe0fed tree root ber6crs ore c aiccF.crucg# bcrr:er and 1 /4'(ii.35rnm} root deflector to prevent tree rcoto ftom damaging hard - scopr-3 and iondscope-S. k xmbied in 2 Fong modules to o ;eta vory:rg sizes of cygadars for srrounding rant hails � 4135" t:urround planting stye) of for Gnror applia2l;ns directly (2.15mm) beside a hardscope adjacent to one side of fhs trees (Unear 1/2' planting sty4 A lfiateria #s 08S° {2.t6mm) (12,7rnm) , The eontroctor &hdi futrrTsh oad install tree root barriers 1� as specified: The tree. root barriers tho)!.be product a L1844-2 Oetai# °B' l as rrtarufaafored by t3aep Root Partners, LP: 81 Lar.•gton St. #4 San f`rcn6rco, to (4404 - 4588- 7£58). or epptavcd equal 2 1/4' The barrier shalt be Block, Injection Molded Ponefs; of 0:09S (J31� {f � � ? 1l -rrm) waif thickness in modules 24' (61cm) long byj 24' 0 " 61 crn) deep; manufactured with a rr!ndmum 50% past consumer recycled poiyprapylene plastic W�b added ultraviolet r"bitors, 4y3 (2.18tnm) recyclable, to pars( sFa t 1 aye: 4° ` fiat foss thou 4 Molded Integroi t'erticaf Relit De #lecEn Ribs of at least D065' (2,16mm) ttr`•cknass erotnrding tJ2 (12.1mm) at 9fr from inta or of the borrier panel, spaced 6 (35:24cm) cpod. (See panel droning belax) A D0610 Top Edge cansistinq of two parallel, int%rat, kraonto! i ,'iis at the top of t e panel of a mi6riom 0.065 (2:16mm) -- thickness, 3T8' (3 53nnn) wve and 1/4' (s:3`;mm) op'zri With the tower n-ti at }veiled to five verticul root detlect'etg ribs,(S" datcil A k nfWimunt of 9 :utG -Urt Ground track' Tobs:tarifsting of Integral h", ontol r':dges of a m €sunum 0,%5 QAE- nni) thi kniza its the P I{ shape of a segment of a circre, If•:s 2' (56.8mm) chord of the I�Stai! G' Segment joining the petrel well errs the seggmment, pratrudir12 /8' I (953mm) from the panel. Us mile gqround.lficbs on -cacti Fool shim be clonal egva#ly" spaced between each of tine vertcat root deitecurig ribs (a bIfsseen each set of ribs, S,-e Detail, '81. Patemai ?'AEie+ do :rag .5 }ite>r: �11 An Integrated Tipper joining System provfdAil 1a instant nssamby by siding lone panel Into onothar, (See Detoil 'T) 2:1tto basic proper jes of the material shall ;be. Text AStat Fast Wthod Typk+ si Value Gopohf:rr_r ; f Epppr� O�i G& Patented Double Lap Edge "P for rite,• Daub eF op ge polypropylene t _*x gfowth, F*o- Stren ;Lti, and ie+ ®.e �frercytl Q }�Ie:d - Vic'£ D538 23,.'4 HaS -.— ( UArCY`A;dt PfolatFwn _end knpraved - s'rsp:arcrce - See neta'? A Tero'EO atren3R.A t# g''ud - -�frag^ G53°' 28{8 P.St - - { - `J Yre'st Ekegc xi - t,'a6 wil 7.444' Yield £k%o5ar --- 411mge DW �— 7.Oi2 F.ewml Modu!:is - - - ...—. 1479tH l%623 Fst. t o - l x Pxt �'•• 1rcre CO t:$efr' Po:»l Notched Ind let act - 7iati U.3. Patent Mi. 5,070.642, -&6*eg }fad,,. r state. - Wes! It7zisF, 84.x- 5,305,539 Ptrrd_ ar52"& � � .t -d Oilier Patents Pesd�q U.S. Potnr;[s: x,070, &42 , s,3Gb;549 and `552$,�Si, �,. Other Patents Perd'rig: 0, Ganstit6on and Installation 90 Rod(l4kctw3 Ribs tn'.egrdl Pori of Pent 4-T€ie contractor "sbcf! install the free rat i rr`�ra wd}t Ilia. mber of pariets and, In the mariner shozm an the t rox- fngs. Ilea verf.ccl root deflecting" rills shall be facing inivords g' ` to #M root ,ba ?t and the double tap edge shaU be �J2° Faief am— (2.teom) nick % (12,7mm) rabova grade. Foch of the required number of. Pest ConC"M. v Recitw, Poly�mp lena, Pon"' shall be conr:acted to form a drele aravnd tie teat ball ar jumcd ig a rmeor toshlon cad Paced along �� ¢aenfed Ka3d'Drods t aXng €he adjacent hardstoP& ( wt --$I 2:: Excavation and soil preparafion shalt eonfacm to the DroWngs P.a'�'cd_ EQgcs fcr Safe{jr and Sfrerr3� u PROJECT NO: 2006,0412 DATE: 08/17/07 CHECKED: C3 13 MODIFIED: 10/10/07 14:59:14 J :\A- J \FIFIHTHIRDBANK \2006.0412 \060412L1.1.DWG 5j8 " =1' -0' CARSAN PLOTTED: . d � ........... ............ S ' 1� PROJECT NO: 2006,0412 DATE: 08/17/07 CHECKED: C3 13 MODIFIED: 10/10/07 14:59:14 J :\A- J \FIFIHTHIRDBANK \2006.0412 \060412L1.1.DWG 5j8 " =1' -0' CARSAN PLOTTED: . - CURB INLET WITH MANHOLE MITERED END SECTION �� OVERHEAD ELECTRIC LINES LEGAL DESCRIPTION: RIM =39.93 INV =34.56 �o. (TYPICAL) _ W INV =35.27 k�b STORMWATER CONTROL STRUCTURE . ,a .c �`' CONC. CURB TYPICAL S INV =35.48 kpoa o y k `' GRATE =37.71 y `' t ) PARCEL "C ", PARK PLACE OUTPARCELS, ACCORDING TO THE PLAT _, _ E INV =35.29 - 1$° RcP 0 ko. � � � I,ti � WEIR =37.38 _ f •° � o� ti � THEREOF, AS RECORDED IN PLAT BOOK 113, PAGES 60 AND 61 ° - �`,. .. 1s^ RCP 66 SE INV =32.80 `' ti 6 �� ° ^ o V °' � ..._ ko � <x I; � . 1, �, ,, y �� OF THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA. p� _ �°' o� N 0T PLATTED �� 4 -'�� ,� ti xD t 1% �4��J / °° - \ I S 1 o x 5Q ?.— k ,�- O lg CONCRETE CURB I p �o., / I \ F ),'3, �� y�' �. �� ^� A S P H A L T �k6 `, ``' i ";Al ` ' �, ,1 ^�60 �\ �ti �A�� I TOGETHER WITH EASEMENTS FOR THE BENEFIT OF THE ABOVE DREW ST (TYPICAL) 1 k °. ; % , ; 1 - „ . \ i W, r, I A S P H A L T �. �. E- �, , 1 I o I1 .1, / s Y 1 " \ a6 � -.5 6 I) r.• DESCRIBED LANDS AS SET FORTH IN SPECIAL WARRANTY DEED , k Q I - / \ _ d �� II ___ ___ II II � ,tip 1 / �� >, \ l \ 6h II RECORDED IN OFFICIAL RECORDS BOOK 8874, PAGE 1026, OF THE �� I ° x o• WELL ., �� . I \ ', '" ,o ° o (l II II ,y, II PARCEL. 172916000002400600 _, O`' _ o� k \ ; \ �. � �, f �,. �,ti k o �o �o �`� 1° �� I) �� ¢ II �`� oti PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, PURSUANT TO '� / k ^� 6 �6 6. y;1 - �' 1 �. GLENBOROUGH PARK PLACE LLC j I► \ t k _ .___. _ o _ _ _ _ —3E� -= _ =— _ _ _ - _ _ II _ _ _ _ � 40o s EL cAMINO REAL SUITE 1100 EASEMENT AND RESTRICTIVE COVENANT AGREEMENT DATED APRIL I I I i o l a a' \ `. �, -- 0k h1 t L1 �� p0 I _ g r�0 S �k I .F � II ��, �^� SAN MATEO CA 94403 25 1985, RECORDED IN OFFICIAL RECORDS BOOK 5978, PAGE kh 1 II N t P I I \ k �.. � t. li � I � 5k \., yk g� I _, , 1 I a y� PROPERTY USE: COMMERCIAL 1 I F i -` I 2 0, 0 THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. rn > zo ¢ x 1 II �yO I ' IRRIGATION `CONTRO`L`WIITH = - - r Q ; g 1 I (OFFICE BUILDING) m � IV `e = �,ti \ELECTRIC. CONTROL�,BOX -- I I` ,�� , ^' t � I) SITE BENCHMARK w 11 �� I L ;-r ( ti`' o �_ `( ,,I' � �� II � REC. NAIL & DISC LB 2610 ° w 5 k0• II Q k° k \ _ - I /° �� Q CONTAINING 1.567 ACRES,MORE OR LESS (68,249 SQUARE FEET ). U _ r y °T �.. TELEPHONE MARKER- - - `' , __ h 1,16 y� x O ELEVATION. 37.25;F (%a Q Q I I f /G ., __ - r M REUSE WATER VALVE 1 I r x t,_ . ° TYPICAL I z,,l= Y N,7 BOTTOM_.: _ _ .. _. - -_ t F ti6 --- 1p, X�6 II �� 1°� r '' CD moo. x o`s ^;' U tik Y ( ) ? 1 { °��' o' \ _ _._OF. BANK- ._...._. / • F : ►� x __ Q �� 4 I{ ,; 1 1 ".I \ - .____ _� -I' 880 38 31 E 247.54 , �, co a xk II to k0 r ,,. Cz M Cz >_ GULF TO BAY BLVD (S.R. 60) �. - 1 p O o , 1 h ,� — 1t ��, UNABLE TO LOCATE r, 14 �� X66. X606 SCHEDULE B SECTION 2 EXCEPTIONS. � — ,— - W /,-, ko I A ; t OTHER END OF PIPE r3" -fir^ " I ` - _. -'; i. _ _ -_- _ ._ - gs - - - - - ° 1 °' 1 rn Lo TOP OF BANK 3 is ^ - - - - - Z °' / 6 N 1 6 �� I) ��. 7.)i EASEMENTS AND OTHER MATTERS AS SHOWN ON THE PLAT OF :� Q �' c cr_ I I ^ , 15" 1x•60 5 - t .2 c cz &' I a :- ��h SANITARY MAN _ULE I I ", s �6 . r. II PARK PLACE OUTPARCELS, RECORDED IN PLAT BOOK 113, PAGES 60 C_ c - v , //, 111 ;1 RIM =38.88 � ,15 "- 15" -r5" r< o1b ��,1; k ;i3 ( �;1 y F, o o ° 1 ;1 II &1, BENEFIT THE SUBJECT PROPERTY, AS SHOWN AND /OR NOTED ca Y °� �� II 6 WINV= 32.87 : - , , 6' j -, ti 6 M (� 50 , -" �o koti Y E INV -32.�f �0�; x�� " x� I I 6 HEREON (SEE NOTE #12). E o 11 , \, `, sSOR x� x € UNABLE TO LOCATE i 1 — $• EASEMENTS, RESTRICTIONS, COVENANTS, CONDITIONS AND "� ® — U) �,,�• s. ) LOCATION MAP o GB OTHER END O , PIPE II I Q \ �� 24 NON- EXCLUSIVE INGRESS - EGRESS C I y y° A s P H A L T PROVISIONS AS SET FORTH IN THAT CERTAIN EASEMENT AND = .E N.T.S. REC. 4 x4" CONC. MONUMENT �\ \ k ° II (S[ORAGE) 24" ^_._.. EASEMENT PER PLAT y�e CL PLS 3612 \ \\ \, k O1 1 ,; 1a ( ) �'_, 6_, // STORM INLET RESTRICTIVE COVENANT AGREEMENT RECORDED IN OFFICIAL RECORDS E CD .'e Q N k k 1 ° .. GRATE= 35.58 6 \ \\ ° -x-. TER i �k� �� ''-_ _ k 6. BOOK 5978 PAGE 2110 AND SPECIAL WARRANTY DEED RECORDED IN c �.— i •°—" G f E E— v, Q REUSE WATER METER ' [ k° 1a >. 11 0UpppS 1s 2s" x \ \ y W INV -32.14 0 ^� EA 1s ^ =is^ !2" ? \ / _ �° UNABLE TO LOCATE - v� C�7 c �� \ -� o� 11 AR K �. ; 'I- . �� ,_ \\ / E INV 32.01 x OFFICIAL RECORDS BOOK 8874, PAGE 1026, AFFECTS AND /OR � k °' ^�°j^�°' \ ° o ° �`O ra __e_ \ �: �'� y OTHER END OF PIPE x - k k ° °ti 59'., °- 1 -° o�° " �... o�_ �� - \;. 6� / /w, �., SANITARY MANHOLE BENEFITS THE SUBJECT PROPERTY (NOT PLOTTABLE). �- o Q 31. ° o x,.. 2g / ��-� 5050 �, 6•, yo gSOj -'i ^j 6 ^� c�. `b CD — / _ _ x ��° �ti RIM =36.82 9.) SHORT FORM LEASE BY AND BETWEEN CLANT, INC., LINCOLN n °' ~ .,;: -,.. o .. .._o _ _. 0 -. \....... ` �_'- -_ ��'� ")6�� °`i R `- = — .�JI .r�iV- 31._63— — — — — — A S P H A L T o ,o �- _ -,�,� y- - �/ RcP LIGHT POLE `° -.� G3 tom- Q ° o o \ / — — — — -- - 2`! COv1MERCIAL PROPERTIES, INC., AND MORRISON RESTAURANTS, INC., •,- �- o; � 10.91' ,• � � , � -,� °' -•,}o• k o• ;� .._ _: _ -. - �• TYPICAL � E INV =31.60 �' — o c o° C � o' o ,°' cP '6 i . I SW INV =31.64 D /63/A RUBY TUESDAY, RECORDED IN OFFICIAL RECORDS BOOK 8874, o UNDERGROUND WATER LINE MARKe n '� '� ,5• R 66 I PAGE 1023, AS AFFECTED BY SUBORDINATION, NON— DISTURBANCE " LL ••�' � 0 "�. k0 �0. o� _.... ; s" PVC... ANI) ATTORNMENT AGREEMENTS RECORDED IN OFFICIAL RECORDS "' (� v W ^ I __. _. _ y . c .,� _ .. __C3� ., �, _. 6 _ 8 PVC:- . o... _ 5 °-PVC - _ . / S 8 PVC O N3 12.35 x € _ _ _ - F �� N P ° i�o� �6 BOQK 9 65, PAGE 1364 ANp. OFFICIAL RECORDS BOOK 9165, PAGE +, C ) U► �° �� ^� o`� cy - - - -, "~ - - - - - GREASE TRAP MANIi , �6. P 6ti ,F I kS ^ - i. Cz I oo J 06`6 �o. 06 ��' g'- _ . oLE N x 5 �� Il - �� 66 13 8, AFFECTS THE SUBJECT PROPERTY (NOT PLOTTABLE). .� _ . x F �� N RIM- 39.15}ti P - b �� ,,',e' � . x� 10.' DECLARATION OF UNITY OF TITLE RECORDED IN OFFICIAL LIGHT POLE � �''�y x ° h 1 C L �.�� k0•� _ , x� 6 o_ 5 �� 1 �I� �° �6. CONC. RECORDS BOOK 8875, PAGE 1768, AFFECTS THE SUBJECT PROPERTY TYPICAL / ° 1 A S f? y,, A L T �' GREASE TRAP iv1ANHOLEo / �6�o�i� y6•' CD I (TYPICAL) �, �6' Qo PAD (NOT PLOTTABLE . cc 1 k1+ i ti �° ;- FIRE HYDRAN'� _ , ti � , °� .. `` ,_, k °.�o. °qo j,� k° 9 , RIM -39.15 o y._ -' o_� I PARCEL. 17291666373000004Q ( ) ti ✓ok t� (TYPICAL) x k o p�, °� 1 0 /�k f1" xk, ?a "' `,` ° D �� -b 151, y� 1r:- - - ?' I CLANT INC �L m d- 6 r ELECTRIC METE TYPICAL / :, y k k %. ti .5 0`' 0.66 _ _ �I' II R C 0 DELOITTE TAX M. G� ,� _- k / /:'w ti� : {.. yg �' a �ti GREASE TRAP °° �. ��'66. 56 ! ��. 1 1 X �6 400 W 15TH ST #1700 as ��,ti �i � k °' � ti0 5 ��0 - - - - CLEAN -OUTS = - - � � ,\. , , ' ( (I A S H A L T y6 � rn k ; o 5 1 1 AUSTIN TX ` 78701 -1678 N ,� - ^- - 6h 5 1' ' ;. 0 t3" '1 -o �°' �.- ko'.x o� `' UNDERGROUND II I) ELECTRIC T ANSFORMER PROPERTY USE: COMMERCIAL n c0 "' k °'•° p I �,, o, ts^ - - -' 4 �. a•h ti ':� \ ,QE�ECTRIC MARKER ON CONCRE E PAD a k°' I O.I , k s II o° _ 6� � `J1 y6 6`' .. 6 y ,' I Ii (RESTAURANT /CAFETERIA) ^� ° I , o °' h6 5 °' o ti X001 I c� Z y;1 0� 6�6h �� (TYPICAL) - o 0k �, �� k °6` �� I I t �� ➢ ,x°�,�� 1 Y O 5� II 1 "' �` II �� II �� , O ., 11 �� III 111 `1 ; 1 x i rt It h`� 11 II o ao 11 :/ f II' ELECT TRANSFORMER �f- _ - - - - - - - - GENERAL NOTES -- -o 1 r2 r� 1 I { I � .' t Il x.50 1 d 6 ,6�, o a ., 11 ' °� ON CONCRETE PAD v =, -� 11 I- li o R o0 11 111 -� II . �� zo 6 ,51 ,�ti - L I 6 CONC. PAD cv .c -M O �� aj� I ' 66,J 20"\ II k -- y6 0. e�6• ' 6 - - -' ""` I I ,� A) IT APPEARS THAT THE SIDEWALK ALONG PARK PLACE BOULEVARD O -c o 11 I ,�• �• 1. , -- = -- - O __ -__- � 20.40 L I kof k xk, o°��o I 3?. �� 6 I MEANDERS ONTO AND OFF OF THE PROPERTY WITHOUT ANY EASEMENT. o c -° `r' :, x o 1=111 � I 11111111111111111111111111111 . 1 1� ; � � � �. ` ' .` �__ ;� II �. ; � - _ =� ��`� I ��0 31.00 � u-• � 111111111111111111111 11111111111111111111111111111 ______7 k, ti 1 _ ok� ko 6� f' I I ; ` F_;' - , 5� B} IT APPEARS THAT UNDERGROUND TELEPHONE LINES THAT SUPPLY N CD c '- TRAFFIC SIGN k°' t _ Q E �o� .- - ``` I t. - _ A/c uNiTS, ELECTRIC PANELS, ETC. SERV,CE TO THIS AND THE ADJACENT PROPERTY TO THE EAST CROSS _J n :°. 0 6 / S 0 10 20 40 60 v 111 6� \ 20^ o x 33 " -30" TYPICAL cn J,5 °. k6o j ` ..� 1 �6 L J II 6 O (NO ACCESS) �- M r` \:" o�,� - ti6 EACH PROPERTY WITHOUT ANY EASEMENTS. O SCALE: 1" = 20' (TYPICAL) I 6 �, I I o 6 m 6, o �,� Q M `- Z, -0 w ;50. 11 °66 \" II I1 0�� z x� - - �61 WOOD FENCE ti 9� �' 6�° \: '5� 11 �,6 C�1 L rn O 1 1 rl� \ g° ( o I x h I 5°' t 4 �4�° k (� p o I UNDERGROUND GAS M c� *_, .11 66 x 1 -J x �, k h 6• -`0 73,14' �, y IRRIGATION CONTROL VALVE E INV =36:06 I °,yo h\ II �titi (TYPICAL) _ _._.� CA` ,w_ _ �?' I_ ,, - - 5 ti W 1 o o - I o1 11 h -" ^§...,.__ 25.40 t -; c, k 6 is 10 r ^i4 � 5ti 48.20' 1, ` ��' \% 4 (fl �, c 18. RcP 11 _. 6_ I ., , ,, PARCEL D SURVEYORS ,DOTES. /" - __ 1 0° ��, S \ �° 50 81.55 ` I� `, O - o k : __, 6• 6' o' UTILITY COMPANIES: �o� cot TANK 1. °. II W A o) �� 1 WATER METER ,', X�� \ 1) THIS SURVEYOR HAS NOT ABSTRACTED THE SITE AS TO OWNERSHIP OR _ , A ,=-` - 1 I o I �IGa — WOOD DECK WITH sTAIRs OTHER MATTERS OF RECORD NOR HAVE THEY PERFORMED ANY SERVICES o 2 FIBERLIGHT LLC CURB INLET WITH MANHOLE (k° 50 II ^ •y0� \ I 6 (TYPICAL) o I ' ;,. �) : _ �, \ RELATIVE TO THE 7_ONING SOILS OR OTHER MATTER F N i- 6.87 i , 1 1. S 0 DEVELOPME T A RM 3 - 'I \ 6' x I o 6 I J 0 ST Y ONCR T C ° s \_f ^� �.:: I *. �, o -� > 1 ko I x I, NE OR C E E BLO K, 10. 6 I e INTEREST. ` A, Y 15 W INV= 36.14 1 � ti h ZONING, SETBACKS, PROPERTY OWNER NAMES AND ADDRESSES, W �p CLEARWATER GAS SYSTEM = ko- III o 0.5° I STUCCO &STONE 0 t \ � 6 E >� io N INV 35.97 , � , \ I.1, _ o ONE STORY WOOD FRAME PARCEL ID N €JMBERS; ETC. -SHOWN HEREON ARE BASED ON INFORMATION E " ° .} FFE -40.03 0 ,_ \ w CITY OF CLEARWATER ° 11 I ° FFE =39.48 = IRt 0 3.11' C ___ ko l �� I\ �6 P . OBTAINED FROM THE MUNICIPALITY. THIS INFORMATION IS PROVIDED AS A � o -t Q Q 1 6°, I "RUBY TUESDAY" RESTAURANT o I I o` ao o °o ° _ k 1 �� I 7.� _._ / �k° o h �� \ t �� ° CONVENIENCE FOR THE CLIENT, BUT THE INFORMATION IS SUBJECT TO CHANGE -a cd �' Cn t I '\ `w y6i #2730 PROGRESS ENERGY o w w w o°` 0`° ��11 ��`' ko. I °6 1 :: �, , € k .6 1 x ., AND CANNOT BE CERTIFIED BY THIS SURVEYOR. a� d (= " M ° PARCEL C e , "1I JOE'S CRAB SHACK' ST PETERSBURG, FL rn -"� �° — — —x1: h0 , Il �0`° "' " f{ ' x� , I ,,.� 2) THIS SURVEY WAS BASED ON THE TITLE COMMITMENT PROVIDED BY THE -c e � M"�'' ° Q �' - x CON- = - { �,, I �� Ii ,.A,- I 1.567 -I- — ACRES (I / I II�� CLIENT, AS PREPARED BY LAWYERS TITLE INSURANCE CORPORATION, ORDER No. CM (� r- � 50 50 ?��° ° W ryti , eV FLORIDA POWER & LIGHT F- Jw uJ k° I 4 11 I rs° x 6$ 249 S UARE FEET 11 I � t 1148847, EFFECTIVE DATE APRIL 16, 2007. THERE MAY BE OTHER ,•,N W 0) Q o z a I I 1 CONC. CURB 11 Q } 1) A s P H A L T \ I� � ^ FIRE sPRiNKLER CONTROL RESTRICTIONS. AND MATTERS OF RECORD AFFECTING THIS SITE IN THE PUBLIC o ^ a 11 � I BRICK 11 �� I I •.�• II L) 11 ® VERlZON FLORIDA, INC o = = I � (TYPIGA II 61 ,�, ,;Ff/ ,A II 1� ^' o^ RECORDS OF THIS COUNTY. .0 a ` 0 O 3� a I P VERB II o' PARCEL: 172916663730000030 L r d,- .:I W, J a W ®o I A I Yk.. I 11 `r r2" CLANT we " r;; it x�� 3) THIS SURVEY IS NOT VALID WITHOUT THE EMBOSSED SEAL AND ORIGINAL .y ®� +-a tu ° I �,ti ,ti, 111 ` I a �� — E Po Box 916464 ' Q 1(I 19.81' , 38.30' SIGNATURE OF A FLORIDA REGISTERED LAND SURVEYOR. ADDITIONS OR o KNOLOGY BROADBAND OF FLORIDA v z °o * 1 ko' ko �,t 6� "I I . ' a1 6 6 LONGWOOD FL 32791 -6464 I o °' ° �- �,�-- - -x- - -�� o. I ��i �; 2.00' ? �� `' �, ' 6 - DELETIONS Tip THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY IS ° *-� (FORMERLY VERIZON) Q a >- o x CONC. o x 6 0 0 11 6 W o ` A Cn o_ o k o _ ,, - _ I� 0 5 'S i PROPERTY USE: COMMERCIAL x - r', o L ® 44 W I z 1 n R - `, I ,rti " o V PROHIBITED VaTHOUT WRITTEN CONSENT OF THE SIGNING PARTY. W *-••1 `u 0.6 �'- -- 6 0 1 v I o o (RESTAURANT /CAFETERIA} •! ' TELCOVE U 11 �o. 11 I ° (` I I 11 _0 II IT� cv o� r, ^�� k- - _ -I - .- - 4) ALL BOUNDARY CORNERS ARE SET REBAR & CAPS PSM #5192, UNLESS o � � a O I ELECTRIC BOX I I ' o it cn € o I 73.18 I WOOD RAMP OTHERWISE NOTED. 'o '°" QO M e� MCI J ; II BRICK 111 ° I `'6 1 v u°i o 6 1 x� :' — — — — — »� F- PAVERS °� 50.0 II 6 r o k 55.80° 1 0 , 1 �_ � ( 0 5) THE ACCI:RACY OF THIS SURVEY MEETS OR EXCEEDS THE MINIMUM �, l� _ II I 5 50 ory 1x'75 6 6 0ti o k� l O t h� 1. q'i , 1p TECHNICAL STANDARDS ADOPTED IN FLORIDA STATUTES CHAPTER 61 G17 -6. CM ' °�� — ,50• _.o_ �o' - 6• r 'wd f 11 ,5�. 6.,, .56 GAS ...VALVE ,56• .L PINELLAS COUNTY UTILITIES I °. k °ti I I o� 1 69.42 �� .,, - a - -��- - - - o �E �- ---- - - - -x 6 c� pa .. k.5 I'I1 -- 6) BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE a = `,-� 6.t-- -,-x- - - - - � 1 0 1 1 i,o I "` �'° �� '. %,h k 0 . 6- - - - 6' CONC. WALK 6 °- '� ^ ® o 0 0. coNC. WALK o 111 I 5 NORTHWEST 'i/4 OF SECTION 17 TOWNSHIP 29 SOUTH RANGE 16 EAST AS t CITY OF ST PETERSBURG rV - - - coNc: � - o I t r 11 ,-x_ -,. ' - - - 5 - .-'� - , o x� 4 ��7. , - - - - - - - - C°, °6� o I I 15 "1 r 1 }'` e� �� -'" �+' DELINEATED t)N THE PLAT AS REFERENCED ABOVE, BEARING SOUTH 89'46'01" 11 I 13 5y6 DOUBLE GATE VALVE a.. 1. �, k� `I �� 1 I 22^ �� - -I I ^�� 6�� WEST. z TELECOMMUNICATIONS MANAGEMENT, 1 11 �° ., \ o• 12 5 • I AUTOMATIC SPRINKLER CONTROL m O p BRICK I I I l50 6 6 i �, �, 1 'ei-� �� k 5 L 7) COMPLETIION DATE OF FIELD SURVEY. APRIL 23rd 2007. y PINELLAS COUNTY 1 0 o�, x - � =� -' 1 t ,' : PAVERS . ' 111 k k sTORM INLET \ ,�� -- - o �k 9 " -�° 1 I , I � 8) ELEVATIO�lS SHOWN HEREON ARE BASED ON FLORIDA DEPARTMENT OF ° ® � -\ a ° t 5i, 12." II i o I r Fi 5°' S6 ( 6 sky \ x, REC. REBAR (NO ID. 1I 5 °' GRATE = 38.04\A 6 6 ,o FIRE HYDRANT &WATER VALVE BRIGHT HOUSE NETWORKS, LLC I ti E INV =34.09 _ 0 6~ "'�°� x�� °i ^�� (l ill oo ��' TRANSPORTATION DATUM, BENCHMARK DESIGNATION "BM 6" FOR S.R. 60, J p.4 '� k0 6o ko I 1 — x� - x _ , , 'S - - -qtr- - - - ;� -,-�. - i I 1 - k , ' �6 `�- ^° 6 UNDERGROUND TELEPHONE MARKER SECTION 17- 29 -16, ELEVATION 41.130 (NGVD 1929), AS SHOWN HEREON. _J o x coNC ° _ X �. I' I \ I � o,° _,- __ r' $ \�,�� _ :, � ,, �6'�ti '- TYPICAL 9 THIS SITE LIES WITHIN ZONE X AREAS OUTSIDE - - — — — — —>f— — — _. 60 \ } g�� k5 5q� � _ i h a 64 S S ,,, 6 6' �6. ```• 50 60 '\ C i I I �. x :,4 k ( ) } ( OF 500 -YEAR FLOOD y 6 -- 6. a -- 56. �� ti -;o . 'S^ RcP�� ,_ 6. 6 PLAIN) ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP COMMUNITY o 00 LEGEND B IcK I 6 �, 5 .. - v _- I x x x � x CCNC. c�I" a TYPicAL r x� x� 'X"_':15"= RCP: k_ ::: PANEL NUMBER: 12103COl28G -CITY OF CLEARWATER, PINELLAS COUNTY u- PAVERS it ° ti \ 9" �i \ ,5� �o i ( ) . 00 s _ Q �o. \ " >. �6 yo w °,° (EFFECTIVE DATE: SEPTEMBER 3, 2003). k, Q SANITARY MANHOLE - ko° �� ko °, �o I'o 0�' k °'k° \ 12" �6�6 - 10 UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND C3 -®— - WATER METER I— � , , /L " \ = 06 y I A S P H A L T ,5 �� y6�. A 15 �-P �. H A L T STORM INLET APPURTENANCES PAINT AND FLAGGING AS MARK Y TH '-'-' V I -WATER VALVE I k° x �o cork. x o. A • �5 6 ED B E VARIOUS UTILITY - - --- 0+_ - - _ - _4 I S x 10' UTILITY EA EMENT (PER PLAT S APPURTENANCES, �4 -FIRE HYDRANT BRICK PAVERS ��°� 1 \ k0 `'p \ I ' ; \ �kk w INV =32.53 COMPANIES PER SUNSHINE LOCATE TICKET NUMBERS 108711757 & 108711807. c 11 t ® - WELL Ip A °' -, (0 �0 11`, _go \ �6 CQ' ,�, �o \\ ^ III "RUBY USDA " SIGN 6� �^�6� 11) NO UNDERGROUND FOUNDATIONS WERE LOCATED PER THIS SURVEY. CD oZ, - IRRIGATION CONTROL VALVE 00' �,6 ` °' ��,, .�O' \10° 12 ;',_ 1 56�` 20 ^ -15" 4• -REUSE vALVE 11 TRAFFIC SIGNALS ° �( \\ \ ( I 12) UTILITY EASEMENTS, PER THE PLAT OF PARK PLACE OUTPARCELS. .� BOX k °',p, , , \ LEPH N RIS R (TY ICAL) 1 �, I �� II REC. REBAR (NO ID.) A 10 FOOT WIDE FLORIDA POWER CORPORATION EASEMENT LYING 5 c m - TELEPHONE RISER kT I ,p.11 6�n \\ k`�ti . 0' `4 k k0 _ ° x o�^j \ lzb"b y, �c� \ I A �; k �. II 0^, ,� II 6a ��h ��k FEET EACH SIDE OF THE CENTERLINE OF THE FACILITY AS INSTALLED. cam'. TRAFFIC SIGN I ,� �,....,. , o h ti 0 6 ti �, 6 ti 6 6 6 0 PEDESTRIAN CROSSING SIGNAL �, 5050. ��, \ 60� 1�,0y6 - "" °��° - 5°'. 50 - �6._ 6� �_ ^��_ 6° - -' ^ o �� - - - - 06 - - - - X51 0 - LIGHT POLE 06 °6 I o o _ — — — _ -_, — — — —— — — —.. — A 10 FOOT WIDE CITY OF CLEARWATER WATER LINE EASEMENT LYING 5 v 4_;�_ ffa j \ � / o ° Lam,` ?Ej _'L� `, ;. ,. 13, — k S _ _ — o 5 0 € r n. - °' - - .•s- ^ " ^ " - - - FEET EACH SID F PowER POLE. Oo/ __.. �_ __...__. -_ >.. ^ 0 4 _, 14 12 . _ .14 _. 4 12, - _ E 0 THE CENTERLINE OF THE FACILITY, AS INSTALLED: , od�5 k o ,14 14 ; .. 14 � ,.,', 1 { ^ - -- -. - - -� - _� \� ° _?.. 18 r 1 - ,. UTILITY POLE WITH GYE WIRE ANCHORS GYE WIRE ANCHOR _ - FOOT WIDE CITY OF CLEARWATER NATURAL GAS LINE EASEMENT % A, h ,50 5 C C. i € - o :o MITERED END SECTION ____k h _.____._ _: _: P,.: _ _____ _ _ -- _ , , h __T__._ \ . °; :, _` r o _:_.___v o� ,. 6 _ h _ o 6 ® SITE BENCHMARK �,.�,�� , I c. ti6 / ry6 6�X . 6. 5 r _ m y 5 x� LYING 5 FEET EACH SIDE OF THE CENTERLINE OF THE FACILITY, AS D - DRAINAGE MANHOLE ., _ o o• M° 0 6 _w ;, t e° S_ ^� S . - - - - - - - -= _ -' . _-__ -,- *- = = - -- _ - --- O F. D.O. T. BM s �-• - - - - - o• ^,) - -o - - _.__. -_ 56 ,0 w h INSTALLED. E 0 �: - _ ELECTRIC BOX o o m ...,_._ - _ , ____...__.,f ti__ 0 -_.. s; .r_- -x-- - - - =`O . __. —� �- 4 x4 CONC. MONUMENT 5 0 _ __ a,, ^� k _ ti .. c - - - - - Drawn �, ,p ! ____r h___� ___ 6 I,f,- _____.__ — S n B Checked B . C. o _ 6 .._ . _s., 5 ` 5 _ 6 6 -_ _ .._ 6 ._ ti.. _ s ___ A 15 FOOT WIDE NON-EXCLUSIVE PRIVATE SANITARY W - , - :.� 6 C1- - ._�._�� ...w._-___.y _ - - 6 _ 1, 6° 5...- ,5 5 6 5, 6 _.� . <_.. h .. .,fr_� _ E S Y SE ER LINE Y/ Y ® - ELECTRIC METER WITH BRASS DISC s.-,, f x 0 �� =�= _ � _ _ _ _ = _ _ _ _"- - - - �- -.- - - - -"3-- _ - _- - __ - 6 6 �, . _. _.__ ti 6, t -- �` 06 �° Ark 4~I x ( I 0 6 6 _ _ - _-�- - - - _ - - - - - - - - - _ ® - - - - - _ - -� _ 1.,.,<4___P+ ± : �corvc. wAL EASEMENT LYING T.50 FEET EACH SIDE OF THE CENTERLINE OF THE 5 o JAA/GRC —oHE- - OVERHEAD ELECTRIC LINE ELEVATION. 41.130 o .o ,50 5 r k _. g_ -x- , 6 0 - _ - - - -_,5 �`' - - - K .. 6`'�,°' — uE - - UNDERGROUND ELECTRIC LINE o66 0 56 �0 - y y ' 5 ' , „ �-- -- _ _ _� FACILITY, AS INSTALLED. N8fi 50 35 �` - A 15 FOOT WID N - Project No.: o �� "!o �. E ON EXCLUSIVE PRIVAT T RM W ., " W 27.89 E S 0 SE ER L NE EASEMENT —cas - UNDERGROUND GAS LINE UNDERGROUND ELECTRIC MARKER,. TYPICAL) 5 ory6ti .o° yo6� ,` REC. 4"x4" CONC. MONUMENT 1. —uGT- UNDERGROUND TELEPHONE LINE X16' S REC. 4 "x4" CONC. MONUMENT LYING 7.50 FEET EACH SIDE OF THE CENTERLINE OF THE FACILITY, AS 07- 027,00 UNDERGROUND WATER LINE MARKERS (TYPICAL) PLS 3612 PLS 3612 INSTALLED. — w - - UNDERGROUND WATERMAIN BACK -FLOW PREVENTOR UNDERGROUND GAS LINE MARKERS (TYPICAL) CURB INLET A S P H A L T Scale: eNV - INVERT ELEVATION ! THROAT =37.61 (TYPICAL) (INVERTS INACCESSIBLE) (2) WATER METERS /� T LAND TITLE 1" = 20' CONC. - CONCRETE OVERHEAD TRAFFIC SIGNAL LINES TRAFFIC SIGNAL BOX (TYPICAL) (TYPICAL) 13 j r1 I .. Lr11 � SURVEY A/c -AIR CONDITIONER COMPRESSOR ETC. - ETCETERA � Date: F.F.E. - FINISHED FLOOR ELEVATION A S P H A L T TRAFFIC SIGNAL POLE SANITARY MANHOLE RCP - REINFORCED CONCRETE PIPE ; ■ ■ O FRONT ELEVATION SCALE: 1/4" = 1' -0" a F_ 7 ILL r 2 L q Q Q F a a I STUCCO PROFILE - ADHERED TO WAL - SLOPED FOR WATER RUN OFF A -A SECTION LEFT ELEVATION A8 J SCALE: 1/4" = 1' -0" rl I R oilml ITEM MANUFACTURER INFORMATION SPLIT -FACE BLOCK A -1 BLOCK CONCRETE PRODUCTS, WHEAT FIELD =STO, FINE SAND FINISH, "AUTUMN TAN" STUCCO DETAIL TRIM/ CROWN =STO, FINE SAND FINISH, "STREET WHITE" WINDOW TRIM =STO, FINE SAND FINISH, "ADOBE BROWN" DOORS & WINDOWS DETERMINED BY G.C., UC50250 STANDARD IVORY GUTTERS & DOWNSPOUTS ALCOA, CAMEO ROOF TILE MONIER LIFE TILE VANGUARD ROLL, SPANISH CLAY NOTES: GENERAL INSTALLED BY SIGN CONTRACTOR (VERIFY LOCATION). ELECTRIC CONTRACTOR TO PROVIDE POWER TO EACH SIGN. SIGN ELEVATIONS FOR REFERENCES ONLY, SIGNAGE VENDOR TO PROVIDE SIGNS PER FIFTH THIRD BANK STANDARDS. 23 NOT USED. 24 NOT USED. < NOT USED X14 PRE - FINISHED ALUMINUM FIXED WINDOW WITH 1" INSULATED GLASS WITH] GOVERMENTAL AUTHORITIES. TILE ROOF SYSTEM PER EXTERIOR FINISH SCHEDULE. NOA# FL560.17 INTERNAL MUNTINS. REFER TO DETAIL 3/Al2. NOA# FL5385 PERMIT SET 0 10/08/07 ®-. 0 C 0 FINISH SCHEDULE ,0 0 SEAMLESS. 16 ALUMINUM STOREFRONT SYSTEM. REFER TO SHEET Al2. NOA# FL5381.1 26 RIDGE VENT AND WEATHER BLOCK. SEE SPECS. ® RECTANGULAR PRE - FINISHED ALUMINUM DOWNSPOUT. 17 A.T.M. SIGN FURNISHED BY NATIONAL ACCOUNT AGREEMENT. COORDINATED AND 13 NOT USED. CL STUCCO PROFILE - ADHERED TO WAL - SLOPED FOR WATER RUN OFF A -A SECTION LEFT ELEVATION A8 J SCALE: 1/4" = 1' -0" rl I R oilml ITEM MANUFACTURER INFORMATION SPLIT -FACE BLOCK A -1 BLOCK CONCRETE PRODUCTS, WHEAT FIELD =STO, FINE SAND FINISH, "AUTUMN TAN" STUCCO DETAIL TRIM/ CROWN =STO, FINE SAND FINISH, "STREET WHITE" WINDOW TRIM =STO, FINE SAND FINISH, "ADOBE BROWN" DOORS & WINDOWS DETERMINED BY G.C., UC50250 STANDARD IVORY GUTTERS & DOWNSPOUTS ALCOA, CAMEO ROOF TILE MONIER LIFE TILE VANGUARD ROLL, SPANISH CLAY QPURPOSES NOTES: GENERAL INSTALLED BY SIGN CONTRACTOR (VERIFY LOCATION). ELECTRIC CONTRACTOR TO PROVIDE POWER TO EACH SIGN. SIGN ELEVATIONS FOR REFERENCES ONLY, SIGNAGE VENDOR TO PROVIDE SIGNS PER FIFTH THIRD BANK STANDARDS. 23 NOT USED. 24 NOT USED. < NOT USED X14 PRE - FINISHED ALUMINUM FIXED WINDOW WITH 1" INSULATED GLASS WITH] GOVERMENTAL AUTHORITIES. TILE ROOF SYSTEM PER EXTERIOR FINISH SCHEDULE. NOA# FL560.17 INTERNAL MUNTINS. REFER TO DETAIL 3/Al2. NOA# FL5385 PERMIT SET 0 10/08/07 12 4" SPLIT FACED CMU VENEER OVER 8" CMU. COORDINATE COLOR W/ EXTERIOR 15 NOT USED. <D PRE- FINISHED ALUMINUM GUTTER SLOPED 1/8" MIN. PER FOOT TO DOWNSPOUT - FINISH SCHEDULE A 0 SEAMLESS. 16 ALUMINUM STOREFRONT SYSTEM. REFER TO SHEET Al2. NOA# FL5381.1 26 RIDGE VENT AND WEATHER BLOCK. SEE SPECS. ® RECTANGULAR PRE - FINISHED ALUMINUM DOWNSPOUT. 17 A.T.M. SIGN FURNISHED BY NATIONAL ACCOUNT AGREEMENT. COORDINATED AND 13 NOT USED. INSTALLED BY GENERAL CONTRACTOR. O5 4" DIA. STEEL BOLLARD WITH BUMPER POST SLEEVE. SEE SHEET A9. VERIFY LOCATION AND HEIGHT W/ EQUIPMENT VENDOR 18 CONTROL JOINT WITH BACKER ROD AND SEALANT WITH SAND TO MATCH WALL COLOR. SEE 9/A9 ® PVC BOOT. COORDINATE WITH SITE STORM DRAINAGE SYSTEM. PAINT TO MATCH TRIM COLOR. 19 6" CONCRETE SLAB - SLOPE SLAB PER SITE DRAWINGS. O NOT USED. 20 CONCRETE CURB. ® NOT USED. 21 CONCRETE ISLAND. REFER TO SHEET A9. VERIFY ALL CURB /APRON DIMENSIONS AND ELEVATIONS WITH FINISH FLOOR ELEVATION. COORDINATE W/ SITE O NOT USED. DRAWINGS. 10 NOT USED. 22 'OPEN /CLOSED" SIGNAGE FURNISHED BY NATIONAL ACCOUNT AGREEMENT. 11 BANK IDENTIFICATION SIGN FURNISHED BY NATIONAL ACCOUNT AGREEMENT INSTALLED BYGENERAL CONTRACTOR. QPURPOSES NOTES: GENERAL INSTALLED BY SIGN CONTRACTOR (VERIFY LOCATION). ELECTRIC CONTRACTOR TO PROVIDE POWER TO EACH SIGN. SIGN ELEVATIONS FOR REFERENCES ONLY, SIGNAGE VENDOR TO PROVIDE SIGNS PER FIFTH THIRD BANK STANDARDS. 23 NOT USED. 24 NOT USED. 1. FINAL DETERMINATION OF ALL EXTERIOR SIGNAGE SIZE, COLOR, AND EXACT LOCATION MAY BE ENFORCED BY LOCAL C) GOVERMENTAL AUTHORITIES. REVISED THROUGH 25 HOLLOW METAL DOOR AND FRAME (INSULATED). PAINT TO MATCH TRIM. DOOR PERMIT SET 0 10/08/07 12 4" SPLIT FACED CMU VENEER OVER 8" CMU. COORDINATE COLOR W/ EXTERIOR SCOPE PROVIDED & INSTALLED BY G.C. NOA# FL 5753.1 A FINISH SCHEDULE A 0 26 RIDGE VENT AND WEATHER BLOCK. SEE SPECS. 0 13 NOT USED. DO NOT ENTER SIGN. 27 NOT USED. M��WA",vw no I NwfqU�&'pm 28 NOT USED. 29 4" PRE -CAST CONCRETE CAP - TOP TO SLOPE TWO WAYS FROM CENTER. (CROWNED @ CENTER). 30 EQUIPMENT SCREEN WITH THRU WALL FLASHING, WEEPS, AND VENTS. 31 DRIVE THRU WINDOW BEYOND, FURNISHED BY NATIONAL ACCOUNT AGREEMENT AND INSTALLED BY BANK EQUIPMENT SUPPLIER, PREPARATION AND COORDINATION BY CONTRACTOR. 32 CUSTOMER CONSOLES. SEE EQUIPMENT DRAWINGS. 33 NIGHT DEPOSIT BEYOND, FURNISHED BY NATIONAL ACCOUNT AGREEMENT AND INSTALLED BY BANK EQUIPMENT SUPPLIER, PREPARATION BY CONTRACTOR. ® DEAL DRAWER, FURNISHED BY NATIONAL ACCOUNT AGREEMENT AND INSTALLED BY BANK EQUIPMENT SUPPLIER, PREPARATION BY CONTRACTOR. 35 NOT USED. 36 METAL LOUVER W/ INSECT SCREEN - SEE MECH. DWG'S. FOR SIZE AND COORDINATE WALL OPENING. PAINT TO MATCH STUCCO. 37 PAINT ELECTRICAL CONDUIT, C.T. CABINET, METER BASE ETC. TO MATCH STUCCO. COORDINATE W/ ELECTRICIAN. 38 A.T.M. BUILDING. SEE DETAILS ON EQUIPMENT DRAWINGS. 39 NOT USED. 40 NOT USED. 41 EXHAUST FAN SOFFIT STUCCO VENTS W/ INSECT SCREEN. PAINT TO MATCH STUCCO. SEE MECHANICAL DWG'S. ts. 1 I� NOT USED. 13� PROVIDE GUTTER SPLASHGUARDS @ INSIDE CORNERS. I� NOT USED. G� OPENING AT BASE OF WALL FOR DRAINAGE. I� 7/8" STUCCO FINISH ON 8" CMU. COORDINATE COLOR W/ EXTERIOR FINISH SCHEDULE. I� EXTERIOR FLOODLIGHT - SEE ELEC. DWG'S. E8> EXTERIOR WALL PACK - SEE ELEC. DWG'S. �> V- FORMED STUCCO REVEAL. SEE DETAIL 11/A9. ii STUCCO PROFILE. COORDINATE COLOR W/ EXTERIOR FINISH SCHEDULE. SEE DETAIL 1/A11. i) PRE -CAST CONCRETE WAINSCOT CAP. SEE 2/A11. 100 MONIER LIFE UBBINK VENT. PAINT TO MATCH ROOF TILE. k ►1 I I 1 CONSULTANT: I i, w REVISIONS: L)�E NO. DATE REMARKS Qi 06125/07 REVISED THROUGH Qz 08/17/07 PERMIT SET 0 10/08/07 INSULATION/ TRUSS REVISIONS A A A I i, 7/8" STUCCO FINISH ON 1/2" DENS -GLASS SHEATHING (OR APPROVED EQUAL) ONJ(��t-� L)�E PROJECT NO: C07.0134 METAL STUD FRAME. DATE i. DATE: 10/08/07 i, BUILDING ADDRESS EXAMPLE. MINIMUM 10" HIGH ADDRESS NUMBERS SHALL BE PROVIDED AND INSTALLED BY THE NATIONAL ACCOUNT AGREEMENT AT THE FRONT ENTRANCE PER LOCAL REQUIREMENTS DO NOT ENTER SIGN. ORIGIft �crr "tea 7 a` C ■ m —■ ■ 0 ■ 1 1r. 7 1F. RIGHT ELEVATION SCALE: 1/4" = 1' -0" REAR ELEVATION SCALE: 1/4" = 1' -0" ■ I I 1 1 CONSULTANT: 1 1 REVISIONS: 4 NO. DATE REMARKS h REVISED THROUGH Qz 08/17/07 PERMIT SET A 10/08/07 INSULATION/ TRUSS REVISIONS A LU A r 0 0) CL r LL 0 Lu 0 CL P- N co O r v Lu O ■ I I 1 1 CONSULTANT: 1 1 REVISIONS: NO. DATE REMARKS Ai 06/25/07 REVISED THROUGH Qz 08/17/07 PERMIT SET A 10/08/07 INSULATION/ TRUSS REVISIONS A LU A U 0 1 1 m cm LM LU U U CL LL Lu CL P- >"' O m v Lu O -' 1— = V LL .J LL ® a (D 1 w LL z L�JJ.1 I 1 COPYRIGHT © 2007 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. 1 1 r J ,1 i RIDGE 26' -01J2 � oinn� 22' -8 RIDGE i. 26' - 0 1/2"-F t F x o- RIDGEm , 22' -81/2 : �. i, 47 a •I RIDGE , ti a a f ^ f 20 - 4 3/4 «. �r f$ ... A rOm^ % Y s.. •,. .': ,. ,:, n � �,..,.,..s. _ RIDGE Ai �e�iIiiIISFcL!