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FLD2006-10055 (2)
FLD2006-10055 1260 COURT ST METRO ARCHITECTS OFFICE PLANNER OF RECORD: R T ATLAS # 287B ZONING: O LAND USE: R/OG RECEIVED : 10/27/2006 INCOMPLETE: COMPLETE: MAPS PHOTOS: STAFF REPORT: DRC: CDB: CLW CoverSheet ~ r Planning Department CASE #: ter 100 South Myrtle Avenue Cl RECEIVED BY (staff initials): ' Clearwater, Florida 33756 earwa DATE RECEIVED: ~ Telephone: 727562-4567 RECEMED Fax: 727-562.4865 ,/ ~~ tl O ~ 2006 ^ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION PL~WNING DEPAR7NiER~T ^ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and CI1Y OF CLEARWATER application are required to be collated, stapled, and folded into sets ` \ ^ SUBMIT APPLICATION FEE $ ~ * NOTE: 15 TOTAL SETS OF INFORMATION REQUI RED (APPLICATIONS PLUS SITE FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 04/28/2006) PLEASE TYPE OR PRINT \ < APPLICANT, PROPERTY OWNER AND AGENT APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: MATION: (Code Section 4-202.A) Metro Architects, Inc. 314 S. Missouri Ave., Suite 311 Clearwater FL 33756 (727) 461-5424 CELL NUMBER (727) 244-4828 Chris Miller 314 S. Missouri Ave., Suite 311, Clearwater, FL 33756 (727) 461-5424 FAX NUMBER: 727) 461-4787 (727) 244-4828 EMAIL ADDRESS: Chris.Miller MetroArchitects.net B. PROPOSED DEVELOPMENT INFORMATION: PROJECT NAME: STREET ADDRESS PARCEL NUMBER(S): PARCEL SIZE (acres): LEGAL DESCRIPTION: PROPOSED USE(S): DESCRIPTION OF REQUEST: Specfically identify the request (include number of units or square footage of non-residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) Metro Architects New Office ection 4-202.A) PROJECT VALUATION: $ $00,000.00 Vacant 1 0.41 PARCEL SIZE (square feet): 17,860 s.f. HIBISCUS GARDENS BLK O, LOTS 6,7,8 AND 20 AND W 1/2 OF LOT 21; HIBISCUS GARDENS BLK O, LOT 45 & W 1/2 OF LOT 44 7,999 s.f. of office use Construction of an 7,999 s.f. office building with 24 parking spaces and stormwater ~ detention area. Code deviations to lot width, front setback, side setbacks and height. Page 1 of 8 ORIGINAL RECENEQ ~OV 0 2 2006 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A ~ ~L~kI~f~A~~D~V~'LANNED UNI DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _ (if yes~~cQ3~jy_~~~ble documents) C. PROOF OF OWNERSHIP: (Code Section 4202.A.5) 6d SUBMIT A ODPY 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: he proposed development of the land will be in harmony with the scale, bulk, cov~age, deity and character of adjacent properties in which it is located. The 7,999 s.f. represents a 0.45 FAR and up to 0.50 is permitted in an O zone. Adjoining properties have FAR that are similar or higher. The layout provides adequate open space including ponds and landscaped areas. The open space of 31 % exceeds the 25% minimum. 2~. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The site abuts existing retail and auto repair uses and is surrounded by public roads on 2 sides. Adjacent lands are already developed. It will not discourage appropriate use of adjacent land nor hinder the value and redevelopment may increase the value of adjoining properties. There are professional offices across Court Street from the site. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The office development will provide jobs to persons living in the area. This furthers the East Gateway District vision of professional offices and providing employment opportunities. 4. The proposed development is designed to minimize traffic congestion. The 7,999 s.f. of office space would generate only 88 daily trips, and 12 PM peak hour trips per ITE Trip Generation, 7th Edition rates. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The proposed office is consistent with O zoning and the surrounding development. It is also consistent with the intent of the East Gateway District vision of professional offices on Court Street and attracting personal service establishments. ~. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The buildings are situated in the center of the site as best possible from adjoining uses to minimize visual, acoustic and olfactory impacts. The site is surrounded by public roads on 2 sides (north & south) and therefore is proximate only to the retail store to the west. Page 2 of 8 • WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) ~ Provide complete responses to the eight (8) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA -Explain how each criteria '~ is achieved, in detail: The development or redevelopment is otherwise impractical v~ithout deviations from the use and/or development standards set forth in this zoning district ~Nl~l1 s'~f' Gxj~, The site is comprised of several lots and is only 90 feet wide, therefore 100 feet width is impossible. The 4.8 foot side setback is not out of character considering the building to the west is on the property line. 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 The office uses are permitted uses within the O zone. The establishment of professional offices is consistent with the East Gateway District vision and policies. 3./ The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. Surrounding properties to the east and west are already developed with retail and service uses. The development of professional offices will not be a detriment to the development /improvement of adjoining properties. -4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. The development of this site with professional offices will improve the area. The building to the east is separated by a ditch and parking lot. The building to the west is on the property line. 5. / The proposed use shall othewise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following ,/ objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local 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. Professional office uses are permitted by the R/OG land use and in the O zoning district. It will provide jobs and further the vision of the East Gateway District. It is consistent with similar development in the area. 6. d~ s, Neigh nd off~treet parking are justified based on demonstrated compliance with all of w d quire, Flexibility with regard to use, lot ` ~ the following design objectives: a. The proposed development v~ill 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 th ~ Ilowing 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 f~ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. The flexibility in lot width, setbacks, and height requirements combined with adequate parking and open space are requested to improve the appearance of the site and are in character with surrounding development. VRiiGiNAL Page 3 of 8 RECEMED ~'~~ ~ 2 206 PL~-NNING DEPARTMENT I CITY OF CI.EARWATER f • • E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Manual and 4202.A.21) 6d A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, incuding buildings, must incude 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; (~ Existing topography extending 50 feet beyond all property lines; d Proposed grading including finished floor elevations of all structures; ~ All adjacent streets and municipal storm systems; d Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structtre; ~ A narrative describing the proposed Stormwater control plan incuding all calculations and data necessary to demonstrate compliance with the City manual. ~ Proposed stonnwater detention/retention area incuding top of bank, toe of slope and outlet control structure; fit Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ~ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ® ACKNOWLEDGEMENT OF STORMWATERPLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4202.A) U SIGNED AND SEALED SURVEY (incuding legal description of property) -One original and 14 copies; ~ TREE SURVEY (incuding existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, incuding drip lines and indicating trees to be removed) -please design around the existing trees; LI TREE INVENTORY; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; LI 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). N/A 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; ft~ GRADING PLAN, as applicable; ^ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ^ COPY OF RECORDED PLAT, as applicable; ORIGINAL RECEIbED (1'OV Q 2 2006 Page 4 of 8 PLANNING DEP CITY OF CLEgRWATER~ • • G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A) ~ SITE PLAN with the following information (not to exceed 24" x 36"): / Index sheet referencing individual sheets included in package; North arrow: _~ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; / All dimensions; N/A Footprint and size of all EXISTING buildings and structures; / Footprint and size of all PROPOSED buildings and structures; / All required setbacks; / All existing and proposed points of access; / All required sight triangles; N/A 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~ay within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas _ and water lines; / All parking spaces, driveways, loading areas and vehicular use areas; / Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recyGing or trash handling areas and outside mechanical equipment and all required screening / {per Section 3-201(D)(i) and Index #701}; / Location of all landscape material; / Location of all onsite and offsite stomwvater management facilities; / Location of all outdoor lighting fixtures; and / Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: / Land area in square feet and acres; T Number of EXISTING dwelling units; vT Number of PROPOSED dwelling units; V Gross floor area devoted to each use; / Parking spaces: total number, presented in tabular form with the v number of required spaces; Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility TT easement; V Building and structure heights; vT Impermeable surface ratio (I.S.R.); and ~r Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8'/: X 11); EXISTING 17,860 s.f. (0.41 ac) N/A N/A N/A 8,426 s.f. N/A 30 33 0% 75% 68.88% N/A .50 .45 FOR DEVELOPMENTS OVBR 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; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; REQUIRED PROPOSED 10,000 s.f. (min) 17,860 s.f. (0.41 ac) N/A N/A 8,875 s.f. (max) 7.999 s.f. 24 24 ORIGINAL Page 5 of 8 P~J~ 0 2 2006 PLANNING DEPARTMENT CITY 06 ~LtJQRWAT~~t i • H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 41102.A) LANDSCAPE PLAN with the follov~ing information (not to exceed 24" x 36"): All existing and proposed structures; .dames of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; V Sight visibility triangles; ~/ Delineation and dimensions of all parking areas inGuding landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, inGuding driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and _ percentage covered; N/A Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. REDUCED COLOR LANDSCAPE PLAN to scale (8'/2 X 11); ^ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where rrinimum Code will not be met. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) BUILDING ELEVATION DRAWINGS -with the follov~ing information; All sides of all buildings; -~ Dimensioned; ~/ Colors (provide one full sized set of colored elevations); Materials; Sight visibility triangles; ~ REDUCED BUILDING ELEVATIONS -same as above to scale on 8'/2 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 v~ill be removed or to remain. irS All PROPOSED freestanding and attached signs; Provide details inGuding location, size, height, colors, materials and drawing; freestanding signs shall indude the street address (numerals) ^ Comprehensive Sign Program application, as applicable (separate application and fee required). ^ Reduced signage proposal (8'/2 X 11) (color), if submitting Comprehensive Sign Program application. ORIGINAL RECEIVED Page 6 of 8 ~t~ tl ~ 2 2000 PLp1NNING DEPARTMENT CITY OF CLEARWATER • K. TRAFFIC IMPACT STUDY: (Section 4202.A.13 and 4801.C) ~ InGude if required by the Traffic Operations Manager orhis/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 vehice 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 vvith the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562750) 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 incuded. The study must include a summary table of pre- and pos4development 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/waterstucty requirements (Applicant must initial one of the following): - - Fire Flow Calculations/Water Study is included.. - s - - _ ~ - ~_~-s~/~ 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 tru and accurate to the best of my knowledge and authoriz~City representatives to visit and photograph the property described in this application. Signature of property` o~ir~er or representative STATE OF FLORIDA, COUNTY OF PINELLP~ Sworn to and s rbscribed before me this ~_~~ day of f fl ~~ , A.D. 20~ 6 to me and/or by "~ L E ,who iS percnoally known produced as idenC tification. E~ . /~~ /iiiW~ i Notary public, My commission expires ~113~'!'?y~,, ELAINE B. NORTON Page 8 =R~ - MY COMMISSION # DD 235186 ;:~'a' EXPIRES: November 29, 2007 %'.F„~ pF N°:~` Eonded Thru Notary Public Underwriters ORIGINAL. RECENED !~I'JV ~ ~ 2000 PLANNING DEpARTIVIf:N~ CI1Y OF CLEARWAT~R • ~-' - l w N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed -PRINT full names: Jeffrey Putney M 2. That (I amlwe are) the owner(s) and record title holder(s) of the following described property (address or general location): Vacant Land 15/29/15/38574/015/0060; 15/29/15/38574/015/0450 3. That this property constitutes the property for which a request fora: (describe request) Flexible Development approval for office building. 4. That the undersigned (has/have) appointed and (does/do) appoint: Chris Miller, Metro Architects, Inc. as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (I/we), the undersigned authority, hereby certify that the foregoing is true and correct. Property Owner Jeffrey Put operty Owner Property 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 ~7 y~~ day of personally appeared 1.! who having been first duly sworn Deposes and says that he/she fully understands the contents of the affi avit that he/she signed. Nota ublic Signature Notary Seal/Stamp My o fission Expires: P Jo Ann Geise RECEIVED ~ ~ My Commission DD509185 '~ornoa Expires 05/28/2008 ~~ 1 2 `7 20a~ PLANNfNG DEPARTMENT CITY OF CLEARWATER Page 8 of 8 ~ ~ 1260 COURT ST. TREE INVENTORY SPECIES DBH HEALTH REMARKS 1 OAK 20" Z; D 2 PALM 12" ~ ' a ,~' ~ 3 OAK 14" ,3 J `~, 4 OAK 14" L 5 OAK 8" ' .~ ~ 6 HERRY LAUREL 8" ~ ~ l 7 CHERRY LAUREL 7" `` I 8 CHERRY LAUREL 6" ~ ~ 9 CHERRY LAUREL 8" ~ 10 CHERRY LAUREL 10" ~ ~ D 11 CHERRY LAUREL 7" ~ 6 1 / 12 CHERRY LAUREL 6" ~ I 13 CHERRY LAUREL 7" ' 14 PALM 14" ~ ~ ~ 15 CHERRY LAUREL 15" r 1~1 16 OAK s^ ` b I 17 OAK 36" SEE ATTACHED ~ 3~ 18 OAK 30" SEE ATTACHED ~ 3~ 19 AK 7" ~ ~ ' ~ NOTES: HEALTH RATING 1-5, 5 BEING BEST NUMBERS CORRESPOND W/ ATTACHED SURVEY ~ ~ ~~ ~~~ ~_~~,~-~ ., ' ~~~~~ ~~ ~~ i~C. 7'11 (~t~k'e~~tKtQI D1'Ive, £?ctX?~lla, FL 346b1S Ceti - Iq2?3 X24-2358 • ®f~`i~ ~ {~~7; 53B•?4~i& __ ~annxnerc~al & R~id~nt~iat ~cg~ ~. in.~ured .~~._..~~Sf amt serv~c~ _ _.ta}~ish~i..~ e._. _.~_ Pre-Construction Requirements • Tree protection zone (TPZ) signs posted (Do Not Enter) • Deep Root Fertilizing (Drilled Hole Method) • Only pruning that should be done is deadwood and to raise canopy over future parking lot a min. of 10' and max. 15' for emergency vehicles. • Keep all construction equipment and vehicles off entire root zone, which could be 1-1/2 to 3 times the drip line. • Provide aeration system in driveway to help root system with air. • See tree survey for size, location, and species of trees Cl~ ~~~ ~c ~ ~'~ f! ~~P~ ~~' ~c.~ z~ LL, .,,, ~ Q _ qqQ w N W Q ~ ~ pU ~ U ~ U~ O~ ~ ZO ~ U a N LEGAL DESCRIPTION METRO ARCHITECTS OFFICE LOTS 6, 7, 8, 20 AND THE WEST 1/2 OF LOT 21, AND LOT 45 AND THE WEST 1/2 OF LOT 44, BLOCK O, HIBISCUS GARDENS ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 14, PAGES 55 - 59, OF THE PUBLIC RECORDS OF PINELLAS COUN~T'Y, FLORIDA. 'y'if 4l3 ~ ~f5 ~: ,;,:.. 2 7 2006 PLANNING DE~ARTNIENT CITY OF CLEARWATER EST F ~~1~ Southwest F~orid.~. 4 ~aterlVlc~~~2age~Zent Dist~^~ct M Equal Bartow Service Office Lecanto Service Office 0 orturi 170 Century Boulevard Suite 226 Empl?. ~ Bartow, Florida 33830-7700 3600 West Sovereign Path (863) 534-1448 or Lecanto, Florida 34461-8070 1-800-492-7862 (FL only) (352) 527-8131 SUNCOM 572-6200 SUNCOM 667-3271 OCTOBER 19, 200 6 Taimadge G. "Jerry" Rice Chair, Pasco Judith C. lRrhitehead Vice Chair, Hernando Neil Combee Secretary, Polk Jennifer E. Closshey Treasurer, Hillsborough Edward W. Chance Manatee Thomas G. Dabney Sarasota Heidi B. McCree Hillsborough Sallie Parks Pinellas Todd Pressman Pinellas Maritza Rovira-Forino Hillsborough Patsy C. Symons Desoto David L. Moore Executive Director William S. Bilenky General Counsel JEFFREY PUTNEY 1245 JACKSON RD CLEARWATER, FL 33755-0000 ,, ~ 2379 Broad Street, Brooksville, Florida 34604-6899 (352) 796-7211 or 1-800-423-1476 (FL only) SUNCOM 628-4150 TDD only 1-800-231-6103 (FL only) On the Internet at: WaterMatters.org Sarasota Service Office 6750 Fruitville Road Sarasota, Florida 34240-9711 (941) 377-3722 or 1-800-320-3503 (FL only) SUNCOM 531-6900 Tampa Service Office 7601 Highway 301 North Tampa, Florida 33637-6759 (813) 985-7481 or 1-800-836-0797 (FL only) SUNCOM 578-2070 - ®®DA°~E ~~ 2 3 2®06 ~~~I `0~ SUBJECT: ENVIRONMENTAL RESOURCE PERMIT APPLICATION N0. 4-6-031879.000 PROJECT: METRO ARCHITECTS OFFICE BUILDING APPLICANT REFERENCE N0. NOT SPECIFIED On OCTOBER 06, 2006, your above application was received. Please use this number in all correspondence. Within 30 days of receipt of your application you will receive a request for additional information or a notice stating your application is complete. Please be aware of choices you have in order to address any disagreements that may arise during the permitting process. If a regulation-related disagreement occurs between an applicant and a district staff member which cannot be resolved at staff level, the applicant should 1) Appeal the contested issues by meeting with the staff member's manager. If a resolution is not reached, the applicant should 2) Seek a. meeting with the Regulation Department Director. If a resolution is not reached, the applicant should 3) Seek to meet with the Deputy Executive Director of Regulation and the Technical Services Director. If a resolution is not reached, the applicant should 4) Seek a meeting with the Executive Director. The only requirement is that the process must be followed sequentially. Please contact our TAMPA REGULATORY DEPARTMENT at (813) 985-7481 or 1-800-836-0797 (Florida only) if you have any questions regarding the evaluation of your application. Sincerely, (SIGNED) DARLA PLATT RECORDS AND DATA DEPARTMENT. ORIGINAL RECENED OCT 2 7 2006 CC: GULF COAST CONSULTING INC 13825 ICOT BLVD STE 605 CLEARWATER, FL 33760-0000 PLANNING DEPARTMENT CITY OF CLEARWATER L~ Gulf Coast Consulting, Inc. Land Development Consulting • Engineering • Planning • Transportation • Permitting ICOT Center 13825 ICOT Boulevard, Suite 605 Clearwater, FL 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 October 5, 2006 Ms. Alba Mas, P.E. Surface Water Regulatory Manager Tampa Regulation Department Southwest Florida Water Management District 7601 Highway 301 North Tampa, FL 33637 Re: Metro Architects Ofifice Building Pinellas County, FL Standard General Environmental Resource Permit (Minor System) Dear Alba: We are enclosing for your review and approval, five (5) copies of the ERP Permit Application for the above referenced project. Also enclosed is a check in the amount of $200.00 for the review fee. Please do not hesitate to contact me if you have any questions or need any addi- tional information concerning this application. Thank you for your assistance. Sincerely, • f Richard D. Harris, P.E. Principal RDH: al Encl. cc: File 06-063 ORIGINAL RECENED OCT 2'7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 11'00346911' ~:06 3 10 39 1 5~: 005120413711' METRO ARCHITECTURAL DESIGN, INC. MAIN ACCOUNT Southwest Florida Managment District 10/2/2006 Date Type Reference Original Amt. Balance Due Discount 09/30/2006 Bill 200.00 200.00 Check Amount Direct Deposit Account Gulf Coast Constulting, Iric. ORIGINAL RECENED OCT 2 7 2006 3469 Payment 200.00 200.00 200.00 PLANNING DEPARTMENT CITY OF CLEARWATER M ,~ JEST pl ENVIRONMENTAL RESOURCE ~ti~ ~~~ PERMIT APPLICATION ~.,_~ d -~" '^- :-,;, ~, ' SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT q . , - o ~ ~ ~ ~~~'ACEME~~4 2379 BROAD STREET ~ BROOKSVILLE, FL 34604-6899 (352) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 FOR AGENCY USE ONLY ACOE Applicatioh # DEP/WMD Application # Date Received ` Date Received `.Proposed Project Latitude ~ Fee Received $ . o ~ Fee Rece t # Proposed Project Longitude P SECTION A PART 1: Are any ofthe activities described in this application proposed to occur in, on, or overwetlands or othersurface waters? v yes ~ no Is this application being filed by or on behalf of an entity eligible for a fee reduction?oyes ono PART 2: A. Type of Environmental Resource Permit Requested (check at least one) ^ Noticed General -include information requested in Section B. ^ Standard General (single family dwelling)-include information requested in Sections C and D. ^ Standard General (all other projects) -include information requested in Sections C and E. ~ Standard General (minor systems) -include information requested in Sections C and H. ^ Standard General (borrow pits) -include information requested in Sections C and 1. ^ Individual (single family dwelling) -include information requested in Sections C and D. ^ Individual (all other projects) -include information requested in Sections C and E. ^ Individual (borrow pits) -include information requested in Sections C and I. ^ Conceptual -include information requested in Sections C and E. ^ Mitigation Bank (construction) -include information requested in Section C and F. (If the proposed mitigation bank involves the construction of a surface water management system requiring another permit listed above, check the appropriate box and submit the information requested by the applicable section.) ^ Mitigation Bank (conceptual) -include information requested in Section C and F. B. Type of activity for which you are applying (check at least one) 0 Construction or operation of a new system, inGuding dredging or filling in, on or over wetlands and other surface waters. (If reapplying for an expired, denied or withdrawn permit/ application, please provide previous permit # .) ^ Alteration or operation of an existing system which was not previously permitted by SWFVVMD or DEP. ^ Modification of a system previously permitted by SWFVVMD or DEP. Provide previous permit # and check applicable modification type. ^ Alteration of a system ^ Extension of permit duration ^ Abandonment of a system ^ Construction of additional phases of a system ^ Removal of a system C. Are you requesting authorization to use State Owned Submerged Lands. ^ yes .m no If yes, include the information requested in Section G. D. For activities in, on or over wetlands or other surface waters, check type of federal dredge and fill permit requested: ^ Individual ^ Programmatic General ^ General ^ Nationwide ~NotApplicable E. Are you claiming to qualify for an exemption? ^yes ono If yes, provide rule number if known FORM 547.27/ERP(8-94)APage 1 of 5 ORIGINAL RECENED OCT 2 ~ 2006 C- 9 PLANNING DEPARTMENT CITY OF CLEARWATER M PART 3: B. APPLICANT (IF OTHER THAN OWNER) A. OWNER(S) OF LAND NAME NAME Mr. Jeffrey Putney N/A COMPANY AND TITLE COMPANY AND TITLE N/A N/A ADDRESS ADDRESS 1245 Jackson Road N/A CITY, STATE, ZIP CITY, STATE, ZIP Clearwater, FL 33755 N/A TELEPHONE (7z7) 692-2146 TELEPHONE ( ) N/A FAX ( ) N/A FAX ( ) N/A C. AGENT AUTHORIZED TO SECURE PERMIT (IF AN AGENT D. CONSULTANT (IF DIFFERENT FROM AGENT) IS USED) NAME NAME Richard D. Harris, P.E. N/A COMPANY AND TITLE COMPANY AND TITLE Gulf Coast Consulting, Inc. N/A ADDRESS ADDRESS 138235 ICOT Blvd., Suite 605 N/A CITY, STATE, ZIP CITY, STATE, ZIP Clearwater, FL 33760 N/A TELEPHONE (~z7) 524-1818 TELEPHONE ( ) N/A FAX (7z7) 524-6090 FAX ( ) N/A PART 4: PROJECT INFORMATION Metro Architects Office Building A. Name of project, including phase if applicable: B. Is this application for part of a multi-phase project? ^ yes o! no Total applicant-owned area contiguous to the project: 0.00 acres (previously developed) C . D. Total project area for which a permit is sought: 0.41 acres Total impervious area for which a permit is sought: 0.30 acres E . F. Total area (metric equivalent for federally funded projects) of work in, on, or over wetlands or other surface waters: o.oo acres or o.oo square feet (o.oo hectares or o.oo square meters) G. Total number of new boat slips proposed: wn FORM 547.27/ERP(8-94)A Page 2 of 5 ORIGINAL RECENED OCT 2 7 2006 C- to PLANNING DEPARTMENT CITY OF CLEARWATER N PART 5: PROJECT LOCATION (use additional sheets, if needed; COUnty(leS) Pinellas Section(s) 1s Township 29s Section(s) Township Land Grant name, if applicable N/A Tax Parcel Identification Number 15/29/15/38574/015/0060 and 15/29/15/38574/015/0450 Street address, road, or other location court street City, Zip Code, if applicable Clearvvater FL 33756 PART 6: DESCRIBE IN GENERAL TERMS THE PROPOSED PROJECT, SYSTEM, OR ACTIVITY. Construction of a 8,875 s.f. office building with a stormwater detention pond and required parking. FORM 547.27/ERP(8/94)A Page 3 of 5 ORIGINAL RECENED OCT 2 7 2006 Range Range 15E PLANNING DEPARTMENT C- 11 CITY OF CLEARWATER M M PART 7: A. If there have been any pre-application meetings forthe proposed project, with regulatory staff, please list the date(s), location(s), and names of key staff and project representatives. Date(s) Location(s) Names B. Please identify by number any MSSW/WRM (dredge & fill)/ERP/ACOE permits or applications pending, issued or denied and any related enforcement actions at the proposed project site. Agency Date Number /Type Action Taken C. submersed lands. Please provide the names, addresses and zip codes of property owners whose property directly adjoins the project (excluding applicant) and/or is located within a 500 foot radius of the project boundary (for proprietary authorizations, if any). Please provide a drawing identifying each owner and adjoining property lines. (Use additional sheets, if needed). 1. 2. 3. 4. 5. 6. FORM 547.27/ERP(8/94)A Page 4 of 5 ORIGINAL RECEIVED OCT 2 7 2006 C- 12 PLANNING DEPARTMENT CIiY OF CtEARWATER M PART 8: M A. By signing this application form, I am applying, or I am applying on behalf of the owner or applicant, for the permit and/or proprietary authorizations identified above, according to the supporting data and other incidental information filed with this application. I am familiar with the information contained in this application, and represent that such information is true complete and accurate. I understand that knowingly making any false statement or representation in the application is a violation of Section 373.430, F.S. and 18 U.S.C. Section 1001. I understand this is an application and not a permit and work prior to approval is a violation. I understand that this application and any permit or proprietary authorization issued pursuant thereto, does not relieve me of any obligation for obtaining any other required federal, state, water management district or local permit prior to commencement of construction. I agree, or I agree on behalf of the owner or applicant, to operate and maintain the permitted system unless the permitting agency authorizes transfer of the permit to a responsible operation entity. Typed/Printed Name of ner, li Agent Corporate Title, if applicable r i ~4 ~ .... ~v / Signature of Owner, Applicant or Agent Date j/rQ B. AN AGENT MAY SIGN ABOVE ONLY IF THE FOLLOWING IS COMPLETED: I hereby designate and authorize the agent listed above to act on my behalf, or on behalf of my corporation, as the agent in the processing of this application for the permit and/or proprietary authorization indicated above; and to furnish, on request, supplemental information in support of the application. In addition, I authorize the above-listed agent to bind me, or my corporation, to pertorm any requirement which may be necessary to procure the permit or authorization indicated above. See Attached Letter. /Printed Name of Owner or Applicant Corporate Title. if aoolicable Signature of Owner or Applicant Date C. PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING: I either own the property described in this application or I have legal authority to allow access to the property, and I consent, after receiving prior notification, to any site visit on the property by agents or personnel from the Department of Environmental Protection, the Southwest Florida Water Management District and the U.S. Army Corps of Engineers necessary for the review and inspection of the proposed project specified in this application. I authorize these agents or personnel to enter the property as many times as may be necessary to make such review and inspection. Further, I agree to provide entry to the project site for such agents or personnel to monitor authorized work if a permit is granted. Typed/Printed Name ~ Corporate Title, if applicable d -s- z~~ SiQ ure Date D. I certify that the engineering features of this surface water management system have been designed by me or under my responsible charge and in my professional opinion conform with sound engineering principles and all applicable rules and specifications. I further agree that I or my engineering firm will furnish the applicant/ permittee with a set of gui es and schedules for maintenance and operation of the surface water managem t syste C~ sy: Richard D. Harris, P.E. 36093 Signature of Engineer.of Record Name (pfeose type) FL P.E. No. • AFFI Y, S E A L ~ Gulf Coast Consulting, Inc. Company Name Date: /~ _ ~ ~~~®~ 13825 ICOT Blvd. Suite 605 Company Address Phone: (727) 524-181$ .____ Clearwater, FL 33760 City, State, Zip FORM 547.27/ERP(8/94)A Page 5 of 5 ORIGINAL RECENED c-13 OCT 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER October 2, 2006 Re: Metro Court Court /Santa Rosa St. Clearwater, FL To Whom It May Concern: Metro Architects authorizes Richard Harris of Gulf Coast Consulting, Inc., Clearwater, Florida, to act as our agent for the above referenced project. Sincerely, Chris Miller ` President Metro Architects ORIGINAL RECENED STATE OF FLORIDA ®CT ~'~ ZQQ~ COUNTY OF PINELLAS PLANNING DEPARTMENT CITY OF CLEARWATER ~~ , 2006. Acknowledged before me on this 'day of L~~ . u ~,~ ~ Notary blic ~~4s0.r Pu,L~ Notary Public State of Florida Jo Ann Geise o My Commission DD509185 9j~oFaoa` Expires 0512812008 << •.r ~. M ~1$ST p ~~~ ~~U V, `~' 9 ENVIRONMENTAL RESOURCE PERMIT APPLICATION SOUTHWEST FLORIDA ~ ~ `~ ;~,. '` ~ ~ ~. WATER MANAGEMENT DISTRJCT Y o ~~ S~ ~y~'ACEM~~4 2379 BROAD STREET ~ BROOKSVILLE, FL 34604-6899 (352) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 SECTION C ENVIRONMENTAL RESOURCE PERMIT NOTICE OF RECEIPT OF APPLICATION This information is required in addition to that required in other sections of the application. Please submit five copies of this notice of receipt of application and alt attachments. PLEASE SUBMIT ALL INFORMATION ON 8 1/2" BY 11" PAPER. Project Name: Metro Architects Ciffice Building COUnty: Pinellas Owner: Mr Jeffrey Putney Applicant: Mr. Jeffrey Putney Applicant Address: _1245 Jackson Road, Clearwater, FL 33755 1. Indicate the project boundaries on a USGS quadrangle map, reduced or enlarged as necessary to legibly show the entire project. If not shown on the quadrangle map, provide a location map, that shows a north arrow, a graphic scale, Section(s), Township(s), and Range(s), and detail sufficient to allow a person unfamiliar with the site to find it. see atracned. 2. Provide the names of all wetland or other surface waters that would be dredged, filled, impounded, diverted, drained or would receive discharge (either directly or indirectly), or would otherwise be impacted by the proposed activity, and specify if they are in an Outstanding Florida Water or Aquatic Preserve: Discharge to City of Clearwater stormsewer system. 3. Attach a depiction (plan and section views), which clearly shows the works or other facilities proposed to be constructed. The depiction must use a scale sufficient to show the location and type of works. See attached. 4. Briefly describe the proposed project (such as "construct a deck with boat shelter', "replace two existing culverts", "construct surface water management system to serve 150 acre residential development"): Construct a surface water management system to serve an 8,875 s. f. office building with its required parking, open areas, and stormwater detention area. 5. Specify the acreage of wetlands or other surface waters, if any, that are proposed to be disturbed, filled, excavated, or otherwise impacted by the proposed activity: wA 6. Provide a brief statement describing any proposed mitigation for impacts to wetlands and other surface waters: N/A FOR AGENCY USE ONLY Application Name: Application Number: Office where the application can be inspected: NOTE TO NOTICE RECIPIENT: The information in this notice has been submitted by the applicant and has not been verified by the Southwest Florida Water management District. It may be subject to change prior to final agency action. ORIGINAL RECENED FORM 547.27/ERP(8/94)C Pa e 1 of 1 ~- 17 OCT 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER USGS QUAD MAP ORIGINAL RECENED OCT 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 5 METRO ARCHITECTS OFFICE CLEARWATER, FLORIDA SITE PLANS SECTION 15, TOWNSHIP 29 S, RANGE 15 E PINELLAS COUNTY, FLORIDA LEGAL DESCRIP'ITON ---~ DESCRIPTION: LOTS 6, 7, 8, 20 AND SHE WEST 1/2 OF LOT 21, AND LOT 45 AND THE WEST i/2 OF LOT 44, BLOCK 0, HIBISCUS GARDENS ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 14, PACfS 55 - 59, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SUBJECT PROPERTY CONTAINS 0.41 ACRES, MORE OR LESS SITE DATA ,ae s~ ~ James. .tmn~ .~ .,m Jap![L araCpd o - ,f/A/A/sri,NYMf4 Wai/~A/IDr~MLer•Y ~ ~ mC,int e an .e Mm.i~ on ¢ pp~ vl o a peep v Pr1 _ pa ur. wm ~ n ,ate nemu us nuAr on¢ _ wao maw ..n.e,.4,u •... p aalp rp :., I,re3 a ~a+m ana.. eV1Pq m1 04 ~rR4 - WCA.,N p5[ ~rri eR R Pf m w* o f ne 9 17ms _ e. + :ew.s ran ~ nms nmv em n a«, ~ ~rw wt~ ~~ maw at om~ Y{....,ppp pp. NpAwh YM •Y[A eTG w can e n . a pruin[p w,ew npm .,.ie,a wn w, SApM rW wm wr ~]. ]ppi mnprl WARNING CpM1pILICpOq l0 CALL -SONVnNE S7AlE OnE CALL- 1-pwa-u3-mo As Hass iniaa ra Anr QEAWNG OP CWelnucnOtl ipi E1pSnNC UTULY LOCAnONS METRO ARCHITECTS, INC. 314 SOUTH MISSOURI AVENUE, SUITE 311 CLEARWATER, FLORIDA 33756 PHONE: (727)4615424 PHONE: (727)461-0787 ~y~~~ DRAWITN~GC INDEX SHEET TITLE I COVER SHEET 2 NOTES AND SPECIFICATIONS 3 HORIZONTAL CONTROL PLAN/EROSION CONTROL 4 PANNG, GRADING, & DRAINAGE/UTILITY PLAN/ TREE REMOVAL 5 DETAILS 6 DETAILS 7 DETAILS ORIGINAL RECENED ~cY 2 ~ zoos Oa0E0 OAT6 CO-t7-0! 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Nau+ol {1wNn1tls1~a1M~~O W[~YN~}~.~ 91K 0i°_wnwu~os w[~" aO ear a w m ~ voa~'"v01'°w.m"O.Wr°Ox •om um man s.°¢laerse'9m °'ae •ourr ~ In.01° u°'iwO.YPV4°om. a'rOQ Wliry'°i01 Ml ORIGINAL RECEIVED METRO ARCHITECTS -~~ ~.,-.~.~~ ~~METRO ARCHITECT OFF 316 SOUTH MISSOURI AVENUE, sUTI'E 3l l NOT&S ~ SP&CIFICATIONS CLEARWATER FLORIDA 33756 ~~T 2 7 2006 PLANNING daOlOfotll oa m wlw wu ommi vols. l.r ovW. r~'i. `m°wrs u r Is. rrry I~PRM IelaW rwum u. ~mrm "° r°'".a.'lawr.m a~ ~ m >• M rwM ~~ rary 19~'I0.1O aRra"- rra rlr V. w .mo.mwo ~' ~ leer. w Y^ e.new u-ru NL u.er rweN~ ~ rr~w'~i~lw ~ '•A rr Wa m. r® M1ry rreaw ~a•wNl u~nm rw rr.~re.~. wm o..roeerr su. ra ~.°~.. avow an rtir. .~' .men, m~' r°i°. {^wa.rw r. tl~b>1N1ed d.r~ay. rrr fir. s.rr.r M1 Nlw ~n~oa.. so..en.r~o..a rti. aN~Iwr .~ aaj be~~ ~ ya b' ~r ~~4rw~lw>a n..p..rr,. ~ ~. ~ rlr.... rM Y~ /Y Na ~~y iN Vr 9~aR~ by aOiYr 'ar ~~ ~'~eua ~~rrfrr Mel r V1a NQit[ rC awL N. brMr.rr u~ra 2 7 i 0 r ,>! e R -- t-------~------ rm i~ I ~ ~ Lar 7 ~ taf Z S I IAr 1 2,.T ~ rae7/,xdcryz+lr~adla 21bX T ~ ~ - - L~ P.-. j Pouo/ .razrs/ofs/d12o ~^o~ a 79 /9 S ~ 1/ f0 b .~ car u u: ac coiul.ranNol~orro '~ Y f~ ~~ - ,aax ~ ~ I kS I H T7 zo• PJ 1 29•(PJ > ~x ry n19s- 2(1'(P) 2v(P) w ~riea ~~tnA . ~sw ~ - t.eY ^o ar a1 t.es• wYe b'IW 9~V1 ,wr vrm m .. 0110! 31R~7' (P~ G'OilRT 9f' (/LD) . ,... r.:. .aa 4W{C.._ _.. -r:4 uay'~: ,c+:~t?:n,+,,:%ci~.. 2798 SVIP/O ~'~ ws„maumr e ~ a earn ~ t~iw~"0r ouea ~x,o w°m~ oav/enn 91aau,umu. a~ / eeuxaP ,o~ a ~ a,a, ~" aacno elr. . tuc Pmw~w~) euivr T~ 1! ~ NO~wzECr aeo arrno t~ ~.,en eta, s,aeal Ewer neo rm,o~ esm~er wets a~--~ .~ ORIGINAL ,~ ,. ~. ~, _ ~,. a tape, . w~. e~ e~,aae ~. PAa m ,1.q ~ w:e.ath9 .ead,ed RECEIVED F)gdRp BgROMY 2 Neer Fo0n2 - e19, a dOrattp Mr dtl~ mh ete„o Wight o/ IO Iaw q to M PAx to a0' f• pmnNnt a wawMlm aKhliMe. ~ - - p~gr:6~ g~s~ Q 1 6haohN in - r to e• a.a: n u eaM ant~Yq ieee thw~ ,gR Tw PaeKq a R99 Kew ~ to M pkaeg h tMe mR fa aweW ,7 wdc ~ ~ ^ (%~ f ©cT 70 Zp~~ PNl p o l2ht-air-boy b na~t dow ~ b Pod7~ ~ wRdM mN ~wh dew: aM mra~b a~a. OYP~ of mia~q Mur7 ~roBy a Y~atll hto lM t7b Rwou Kam wwr ~TM ~ a Qy r / n N 7 LOGY - SUIIID to 1EMtE 8 hpaN t,w baAeadw ak wadon amhel mrwaee mat mmh htaK tleephat awaemdlm. khaaodn,nt trop a ratan b m0:ech ,hew ba,k9Ee A nwult h wdaanxnt aNa, Kdd, eca>mne:o o.s may aaaa. amama .~d/> P.mn :wooeeb. PLAH~VING a leaa® ,.aa,a,t oaa:ag. eamnKwn 7plwn, Attan,fam .~,. to m61d~ .ada: anar ..a.n.~aa~ ~,. ar an r~tt wd~aga naau:g >ton m. g.a... ~., „~RTMENT '°" h ~"'~°" CITY OF CLEARWATER r:xr.mu.:.w. ,.r.i_.vr ~ GdfCosst Coreultueg, Inc. METRO ARCHITECTS INC ~ _- tnenn.rov~m:cewmvg , METRO ARCHITECTS OFFICE ,ua 3 n4.~~ ~~ ~~ v°`~N>.~:. cv:~ 314 SOUTH MISSOURI AVENUE, SUITE 311 CLEARWATER FLORIDA 33756 HORIZONTAL CONTROL, EROSION CONTROL ~ & ENVII20NMENTAL PLAN as _ 7 i ' 0 ~' [NnlLiimc YAIEN E SI mat IEOP.I e~ wear .'A _I.« NAr01 Ens • Ea '+°+ . . ° (V: i yj ..• 0. 1 :.:; ~ - CRaI 1NE 1/1 ,. !09] r i. C INLET HP +9 - COURT STR65T (P) ] ~ rrD ~` - o' l9 ro .9 sA/Lm ~ r SANTA ROSA ST (FLOJ ~Ct1R[MLK r o a ! = ^ . _ i7 ~Jt ' 1° ~ - 'LO. ..n 3 (P~ EP GM $0 ' ' aw c S ..-; ~=r ~.. ]09T.. - ~ 4y / A p 4„' •7D SdLE: i 241 80 (PJ ~ ~0 0~ ~; ~ ~ ~. NO l0 Y1D' N89'4 i'77 E Z41.fi9'(MJ ' T ~ ' A F - 9T ' N~ IL +1..~ ~s (q~~t S W (D) FCM/ROB 11 S ' (PJ 50 loma)RNN nLrEr+ c*ml z V LEGEND 4 xI . I ~ T E p ~ A ~ I POND1 ~' ~ ~ PROPOSED HARD GRADE ~ COR ~~ •>.. v - LOTS __ __ --- I- -I . I TOB=20.7 - ~ ~ ' ~ Er.St 1/7~I DHW28=19.94 ~ PROPOSED SOFT GRADE ,~ 7O!!B/ ~ ~ I I eLOTN WE1Rc19.15 ` / - - ' ~ BOTTOM =17.70 ~ ~ 2LS1' EXISTING HARD GRADE K M771/0!9/0010 v a ae~ ! p O _ ~ 3 ~ N ~ sHVJ=17.10 ~ J ~_3 ry1A. a`~ ry p p xla• % EXISTING SOFT GRADE ~ c LOr J e~j LOi 7 ~ 71 J' n LOr ! K ~ y (0I y N N, e , LOr a7 GRATE INLET o , 70L01 JES7y0li/OIJO J ~~ O STORM MANHOLE ~~ rPtO/ Mil ri/G010 g / ~ ~ ~ ~'. ~I/~ 510R'T ,I P'~='' 1N M ~ FLARED ENO SECTION c ~~ ~ NN ING PROPp5E0 STORM PIPE <~ ~ ~ 71a' 0 `~ ! l 5(-5 ~j ~ ~ Z p n ~yC~ ~ i Y IENCE / / POND T08 3 rcM/Baass Roo " j}i~' ,- • 57 A ,p ' ~ lLM/a0p POND BOTTOM ~ ~ JxJ" _ _ _ _ _ , !CW I/a__ ~` ~ _ ~ 90.0 (Dj NO ID ' - NO COR POND NORMAL WATER UNE AV 10 - 5' UE, N0 1010 ~ / -Tt ~ .e6' tL~ 55'~4 E 81.9 M 27S (C1 FN hP ~ uIV roa L LOT 19 ____ __ 5 U[ na _+t- t ~ - ,., -~. '-~.. FfM : ~ __ __ __ _ _ _ _ _ EXISTING OOUNOARY ~ . ~~~ ~ I _ ~ ~ ..i : . In ~ No m ' I m Yl i9~ I - - PROPOSED SETBACKS e ~ ~ ~/ ~ ~ ~ o I ~ i ~ ~ ~ ~ STAKED SILT FENCE ^^~ o Q , = / ~ i ~ I I I I - ~ ~ ~ O.O. BOA HARD SURFACE FLOW DIRECTION q~ O 7 br 1 / LO/ M C , p / ~ o ' ~ ~ I ~ _ h ~ 'J I°' % D 70 7 J/0 ~ a _~ 19 !7 a n 1 i C /1 / ^I /c~'~~/ 10 ~ ~ : u ~ ~ _ l La I _ I >i"~ 7reT ~~~ !'ot0/~JB774/PrP/o790 ' ~ ~ Q I O '-^ ~b SHEET FLOW OIRECTON g +~~+~ ~ I j~ ~ I I~ 11 7 ]l I 71 I 77 I 76 77 ~ -pov 79 ~ ~"•~ EXISTING STORM PIPE +'i // /// S., ~ . , _ ' I I I R 'F r ~ ~ ST-1 STORM STRUCTURE CALLOUT / x t7 715 .e' I 1 ST 7 ~ ~ '; ~ E ; ~ ! ~ ~ 22UtY~~ FT\ TREES TO BE REMOVED ~ j ~ 1 "` 1 ~ T ' fi ' _tv Y PVC lER 147.5'(0) RP !/z' iio m u n~ a Q !00 71-~ ~ - 589'58' O°E 47.67'(M) NO 10 LOT 1~9 160'(0) 70'(PJ YO'(P) ; . ~0'(p)'~~ 7r.r (U) 7 ' R+ eo%GV • ~0'(P~ 17.5'(0 7.s7 E 6TORM 6IAOC'FlfR6 (SIAR7 _ ~~ +,., BM,fB w+~ s'c5w SI `- ~ FCIR 1 ~ k9AMn~` I ~ -OI 7a' 1 iD WM _ _ - IfL ~N' r7B/~./ NO 17~ WM ~-,~~~ /p `c%vZ_-ISN- 1 4 '~ ' . 77 1! ~ L 1'EY 1 C ]I 6~S</M~ rc.lw ~ 2T0 (P) C ZI ]e' . - _ ~ 1 11 -, a A]'..', : . " "AFR ~Tg°~ ~'-RT o-1a-+f40 rcP off -CifR577VUT ST ~ ~ EU91 IeTW AH (P) COURT ST (FLDJ _ CQVNECT TO E% IebP NV W/IB '.7 - ~~ ~~ ~E~ Isi oiieaL E ~ Ipes ' ': _7] 6 ~ ROw TAPPWC SADIXE k VALVE IaaaeM _.~ - tJXf ~ 7L.W OIECRON PPNIJ +r.~'C~ ~~- . _- K~12 . G0.YC ME . '}I71.N' ~MN U (/~~ ~e' ORI I •'_ I Y'~ V %-_--af +' ~ Enir. RECEIVED eTORM YTPB CBARi ~%T 2 7 2006 - - m-u mi c e]v-u'Aaaaasa m-I m-x +e v - u• Am a aass s-~ eo v - Ie• arv ~ I.aoa PLANNING DEPARTMENT ; a ; ; ~ . ;~ m e~~ CITY OF CLEARWATER "-' a m v - Ie' aw a I.soa ~ cwecos51co9ew6Rg' mo. METRO ARCHITECTS, INC "°""" "' raau...l~=+cemw~ 1, ~+,M ~ ,. ~, ~~METROARCHITECTSOFFICE ~~ 4 ~_ ° ~~ o ~u:.mm a 314 SOUTH MISSOURI AVENUE, SUITE 3l L pA VING, GRADING DRAINAGEAND - CLEARWATE FLORIDA 33'156 ~B` •a~'n~'~~°° R' UTII,ITYPLAN .mea 7 !I •I .~ U N 7 T to Z O a w T a M ul O 0 N 0 I J Q [~ d 3 UI W w N O rn U N t Q 0 m U1 Q J Z a ni n 5 ~ NXmx:(0] PrNL S+.BYIT SILK[ Br FlL1IR 91N0 ANB BcAriRn a saRC[ TB x. ARORB+EB 90L LRB ra sllwyn LvlR ,. IE S3 ¢• 8 ttK .weL]ss La BwluauTr rrn d 6 nwe III' om rasa a e I• asulBn lrrof wAS]x eIR ' BANOABA lots mawE t• ma I L-v eBnew YR•s-i owe emm IxavnB a[uars • R. 0]OIAIES 114E SO RImAMI !'Iq~ LS'erb' fnP+BA1lB Uv L ~ ' (LAM: laT IgTLOTB EW OLI. ~ TI]5 b gy5(M] (LBR in RvE ~! pr Ir ':: ": ': ~:.::':.:.: .:~.~:.:.:~ ..: ~.~ :'.:: Shc. oK IRMOr O/R1tgII 1~ Iiy 1/t' S(HHIESS YE91 IMEB ffM A RLIPR -+6] lfi' WLlrn cwlvele L~ISY (Ll MRO.tO - 1m.I ~ "• § tiw M SlebLaeJ/cv e0 a-b ae O' Copeclp tR 9BC AAMrB I-1801 NOTES ~ ~• a lCp ImAT[B OK e' R cA][ ~,~ti ].1D (Ii (m.l r4'~ ,huh ]~vc u ~ ' L v e .e.M.reu .~e lla.~a s. aee nose l.(ws ev.v w~w u w w u a l . A ( ~ t a v9y3" Es u]wimnaBlrtl ~P~L ^~ wrn fo....e .e ,. Am pu, x+x een .ew ..ero-t.a y. w wc! . ~ e va I cw~ c o. L sew OpOlrvc)bn Rlt.vgn !o! cW lra pe wx . °5Oi ~ sLO Mal(R LEaA 1.1 L 2 m _ ~ c - . - 2 LAnE ROAD s BBTra uxw a- um rc- rim ~ ~"~ r ~ L N E A ~ F ~ r?0 I.T! Am 1r0 e ~ L NANBp lEri YEBIA ,•, Al As¢B YArpeu xECmmo (oor RBAB MB mROOE sP[anuTn>rs !In ~ swB ILB QILTR ~ { Rs r. I- ].ra --{ s m ~ Y I a Au MMeR .' Brv piAVi15. BR MKNREB mEREC! (IESS mM I PERCENT RT, CUY MD 01cuRC NATIERI. VNLE55 ar - ,ycu ywu p .^' . S.~loc. 1-1,2•R Vr..t^ ra1ER aBM IS LSE9 Snd IS SLITLA,E to RETLN ME 9LT, 6AY Ax0 ORGMiC YATIER f11nM mE l41ER; CALPUY CARBBIIAIE ACCAECAIE IB NOl AN ACQPTABfE SUBSRNIE; J LnSGWRTY C06F+OFNT , ~ 01 OIEATER: MB B TYPE A TYPE C B ~ I . . c) mErnME rnNN szE a azB To ass LILNETFAB m mANETETt :;°~._ ~~;j,'; Bee UNDERDRAIN FILTRATION SYSIEN DETAIL NFFI CTOPC REINFDRCED GDNCRETE - x.T.9. - nTS. E ~_ NTS i - '.coro:l::a'.~: p NOTES• B' (fNCE I L. ~~ PROPO$D pRMfAT GRADE (IYAj vOVwx 1~`Irc. RMR b a 12• wel IeL.I 2 Cvvve<. cvt~M McMmvaeMr!•c® W. n STA1A')D ~ ~,~ p~ ~l,P rle.r even cet.re.eLq 59TEEN TW TW OE1 ]a]0 e Nnp STRNGHT CURB xTS. 2]r3M.iABt - --- _ ii - ~ ~I ~ ~.iTlr-ll;llr!_ Iknf ~Ij- eBTrox ~I I~IR.II [usr. ~lO1L 2f~ ____ ~_ ~ '--- _ ._ ! _ p,ep... ~ I EL -1T.T AIBJnB <Tm.l _ 6~e ar n., w->~+ NO? TtlIG GRRO (TS9) :; C.eee"e aS`°""'w.:.°..°.a P1EH RETENTION POND CROSS SECTION R-B ~ `l , fanb ~ve" S/ E40 Cwx Din ENTRANCE DRIVEWAY ~ CROSS-$ECTON A-A ~ SECTON B•B SECTION A-A ~]- A '~ A B w. sew '~1 I'~Ye• Sop (O DRIVEWAY CONNECAON TO SANTA ROSA STREET crnw >s[ I.a. m SECrIGN C-[ ,., _.I,~., :- •;.;L~,:;e r - [ aea,r t N.Ta CONCRETE SWALE DETAIL VALLEY GUTTER CURB r r E.v. Uv'vl a• TYPICAL DRIVEWAY CROSS SECTION h19. B ff ... PLAN VIEW ad a R "o6f °"l` O°+ f Nn Pae~ritl Sbxl I' Or R R..aw Be4 ` CW a Slel. o V.1kd aA..~tn a ~Ib Se. dl ~ ~ B !' lae Meq SVM Y WnrY R v faro a.e Reyen ea Pe'1 m 9evem Rmn hrs. ARGPGBED MMfAT fATAIC ITA ( J ~ _ ax( our o.ee r/C • a L p --~ ~ ~ \ I I~ r I~• L Nea SurOep Ban b dr0 IBOB o+ aRm r uaa cow_ r 9~ - ON • ein.vYR .nx e meol ...... se w e ' ~ r -yGQL , 2 M [mweR s m .e.. Wil er w«v+ \ SECTION A-A SECTION B-B !~ --- __, __{ nor[' e.n a°°".+n w - ' ~. ~ ~I~.~.+r vmw n. .nx. xw~ u e wm.a w..:L'a .. ~ ee. w~ „gym. b°"u t on'..~`~. ,e,'"~ A.a~~ ~~. a+p mM'~'....': w~.C..~ ~ t a• \T ~ EfSTNG Y 90EfAOE ~E>osnYG GRND (T1'Pl ~-H ~ ~ A L~~ L ': ~' ' T rvus~ecleenlRn r~'a ... nm ruoi.~'R(~ r~ ! : SECTATN N•R r :+ SEC n ~ s ea°"°wa w e w.. aanm+a °- ~ T' CROSS-SECTION C-C ENTRANCE DRIVE WAY C aeea - s em m ~ ~ ~ „e ~ ~ A Sf[TION C•[ (O DRIVEWAY CONNECAON TO CHESTNUT $1REET TYPICAL 90EWALK CONSTRUCAON AND AANP DETAIL x.TA x.T.s. C~'ICRETE SwALE DETAIL TYPE 1 CURB n13 ~ cmT Coos[ Ca dtlng, m°' ~ 1f ' T ~ ~ "' °° ~`~ - ~ t.mane.eYpmrot I6ng METRO ARCHITECTS, INC METRO ARCHITECTS OFFICE BFCU 5 314 SOUTH MISSOURI AVENUE SUITE 311 ~~ =~;n® 1 , CLEARWATER FLORIDA 33756 pAVIlVG G INAGE DETAILS ~ "- R + '] ~ _ mn ~tcEn~~ ~~T 2 7 2006 PiIANNiNG DEPARTMENT ~ilY ~ RWATER t .~ U rn T Z O W L U r a Q O O r I Q 3 H W J H w O I Q a ll 41 CP C .3 O M U7 O Q U 3 Z rn U N t 0 i a J W Z a } .r •-f I >o y N I,~ ______ 8-_1,1 I I ~ ~Z I I b Lt. I-1/1' II/ ` ei ti F h ~ i t I arc. rnlea Be I 10'-B• f r o tt]p, h I ~ V _ 00 ¢ o ¢ o¢ a OSTORMa L 1 V~ I I I ~ I i ~ I :aF Y w1e sN..e 6 L1R0¢a0 E R S E PLAN sr Y'r sr 1 PLAN it ]r Y I bda ~'• -T ~ a 1~ ~ I mr oae I I I 1 ' 6np pate via. i I I «ra> LI L __ ___ __J I PLAN NEW a[+d ~ rN. [w a•>/~~ „,,,, EL. ~,~ [->,.' - rmrnm>m r n.d.. b... n.. In. '~ r ' . WwN, a., • o b Poetwn Reparaa o ¢ rraww o o a a H a SO110 COVER • ~ bd. ,, ~ r ~ ~ I ~^ ~..m ¢ ` ~ o LL- 19.x] ~ r a. ~ --' r- zz-ar1 -11-a/1• p r c+. { En mn _ Su OVU tp r ~ `` 4 I i ¢ ~ ~ ~ V PLAN die pn c:rpl nv em ann C-a9 robar M - "°" ~f Et- 18.91 on EL- 1) tl ~ ~.ar 2' NocNnva S.rfecs >e +-+ art'~i 5 T SECTpN r.s• mt6alw9 It• a.i.¢ gate ttroT w ad lw _ 1C ~." i°„1h ~'~ w> i>zp EL- lszl SOLIp COVER SELTIRN MnMUn Vel 12B Wa ~ • ~w~ m F IT p~p {, tl ~' 6• r°'m ter pn Crsae t 1 Lrvae ba eROSS-sECnon iDGT TYPE E INLET (MaOitieO) H~e' R.ar.a ° 1 ~ ~ . '^T r v _ _ i N.a r`i Y+I.~f 11- , . e'z 16 acmcrte aGOO~a M ~ ~1°r ^^°d' ` ~ RING -HALF PLAN v •I I H i Anv. IegM®IM r.r u bd • ~ fwlVW reMfore6q- ./ 2- e9 rtbar nanditNk. H 6' ftypl o9aness. fi'a6'/ IOa10 .vr. ELEVATION -,k -- 1 I .~ 6 ~ rRl[S A ~ . m w.n..~N, . ,,.wa ~i e. is +:a~ .«";.°.: ~I ~ j ` a~~.:A:~fp ,~„i ;d,n ~ a 76' Er No<Nnaa H~.~ Apgar. ¢efpM E!9 fm. ~) n ~ ~w GVMNAmd¢ ~ p' m " ~ F } R R 8 a e X.d..nvv wA... Pb. mn. Ya'¢dl o. tb, J•.r ¢ I tr ~i'd ~f a H` am. HAlf SECTgN CAST IRUH GRATES re.w.are w.au. PI[. mw ^/^' •nrvt "^ ° ° e ° - JI TEA 1 CONTR 5 IR 0 TAI ---- N1M UNDERORNN T1PE E Q ING - SECTIUN a w «n-er fw nr aw~x' Pa ra.yn a.. Y . ane' RWNea Bv[ I-I/1' , SAa' 1-1? . N' fTT p eW~~ rytlC .alq ~' Mlnlrun VNpNt >' 2aE Ibs 9. 2]e lea. TYP C GRA IN FT TAI n.iS TYPE 0 GRATE MLEi DETAIL OUNPSTER ENCLOSURE DETAIL 9NCLE N15. 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MIN Tp 63X ~' iNE HOSE i 'n aa.C 1b1 °° "a ~ ISOMETRIC NEW m ~ ~-I RETURNER CURB RMIPS I A t \~ - / Batton 0 ~ A Cvbel Y ~ 0• ~p '~' P~ e' pf To SMt ' ' N ~fE'TYP aee eeeeea~s•aeO~•ese~ " e• ~ . mE6RAL PRE !~ / ~ 02' iYPICaL OORn ¢Ip9 rX.V,B ~ ~ d ~~ IE IE 'E• ~ C PATTEWI SWILL HE 1N-i.ItE L6' NIN TH 2.1' N V11x pIREL111011 Of TRAVEL IYPIGL RAn VIEV ~~ . ~I AK TRMICAIEp ppME FLFVATON A-A • ~ "' ~ 6 ~em ~ ~'!'rlx:T!i!?I:~!t%. ~ ~ OEIELTAHLE VRRIInG PATIERI ANp ANfACL TYPES LL ~B aee 0[I[CKG[ VA¢NI4 MIRI 94LL [[ia0 1K rLLl NOIx 6 IK a¢P. OCI[C[AHC vNNIXO iVti 3n1LL K CaitnTtl[a He r ne . mru¢0 me AT ' [ ~d~¢ n tl~4 pMwe i. e. w . ' L' °ip~'" ^ i ° '~• 0. ` • • IN1 xaN I PLAN A H . . P mtltte SECTION A-A T'~ C o E f 6 NOTES ~ a w ri a i jmiRC _ ~' ~aei ''Kynias pw..[Vi m,CrdatT°~nVav~'iL'~vl crux Nana wv a Q WI¢~rpn 0D1 Aq m[ OfILWrla 9¢L T~ar A~Gp R w °Qi' ' 6 Oin 1 M ~Y y n(Xavn Vad.~r ~1~°w~s ~ Slvuoa 0'- 1• Y-6' 1' Naa ]'-6' 21' a 8' Id O< 2' I. 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METRO ARCHITECTS OFFICE `" ~ tFA] 7 ¢ uns¢vrflw.,wncam 1. r Yw aa 3145OUTH MISSOURI AVENUE,SUITE 311 WATtDETAILS „ r ~~~ CLEARWATER, FLORIDA 33756 „ ~~ ~ ~J%T 2 7 2006 PLANNING (DEPARTMENT O{TY OF CLEARIA/ATER • M ENVIRONMENTAL RESOURCE PERMIT APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT D15TRICT 2379 BROAD STREET ~ BROOKSVILLE, FL 34604-6899 (352) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 SECTION H INFORMATION FOR GENERAL ENVIRONMENTAL RESOURCE PERMITS FOR MINOR SURFACE WATER SYSTEMS To obtain a General Permit for a Minor Surface Water Management System, the project must meet all of the requirements of Section A, Part 1 OR one of the requirements of Section A, Part 2 and both of the requirements of Section A, Part 3. Indicate which thresholds apply to your project and submit the information requested in Section B. A. Project Thresholds Part 1. ~/ The total land area does not equal or exceed 10 acres; / The area of impervious surface will not equal or exceed two acres; Any activities to be conducted in, on or over wetlands or other surface waters wilt consist of less than 100 square feet of dredging or filling; / The activities will not utilize pumps for stormwater management; ~/ The activities will not utilize storm drainage facilities larger than one 24 inch diameter pipe or its hydraulic equivalent; / Discharges from the site will meet State water quality standards, and the surface water management system will meet the applicable technical criteria for stormwater management in the Basis of Review; / The proposed building floors will be above the 100-year flood elevations; The surface water management system can be effectively operated and maintained, and; / The proposed activities will not cause significant adverse impacts to occur individually or cumulatively. Part 2. _ 40D-4.051(3) -NORMAL AND NECESSARY FARMING AND FORESTRY Part 3. / Discharges from the site will meet State water quality standards, and the surface water management system will meet the applicable technical criteria for stormwater management in the Basis of Review described in Rule 40D-4.091(1), and / The Surface Water Management System can be effectively operated and maintained. FORM 547.27/ERP(02/03)H Page 1 of 2 ORIGINAL 12ECENED C-39 flCT 2'7 2006 PLANNING DEPARTMENT +~ITY 4F CLEARINATER L_~ B. Technical and Legal Information 1. Provide a copy of the boundary survey and/or a legal description and acreage of the total land area of contiguous property owned or controlled by the applicant, including the project site. 2. Provide recent aerials, legible for photo interpretation with a scale of 1" = 400' or more detailed, with total land, project area and any on-site wetlands delineated. 3. Provide a detailed topographic map (with contours) of the site and adjacent hydrologically related area. The location and description of bench marks (minimum of one per major water control structure) should be included. 4. Describe the location, size (in acres) and type of any on-site wetlands or other surface waters. N/A 5. Provide the project site development plan and acreage of the total area of impervious surface. 6. Provide the Surface Water Management System design plans, calculations and reports signed and sealed by a Florida Registered Professional Engineer, as required by law. 7. Provide construction drawings signed and sealed by the design engineer showing the location and details of the Surface Water Management System including but not limited to any preserved wetlands, lakes, culverts, pipes, under drains, exfiltration trenches, discharge structures, pumps and related facilities such as paving, grading and erosion or sediment control measures to be employed. 8. Indicate type of water quality treatment system used: Wet detention _ Off-line retention / On-line retention _ Off-line exfiltration On-line detention w/ effluent filtration _ Other (explain) 9. If a Water Use Permit has been issued for the project, state the permit number. N/A 10. Indicate how any existing wells located within the project site will be utilized or abandoned. N/A 11. Provide a letter or other current evidence of potential acceptance by the operation and maintenance entity, if the entity is to be a public body such as a city or drainage district. If the entity is a homeowners or other association, final draft documents verifying either the present or imminent existence of such an organization and its ability to accept operation and maintenance responsibility are required. ORIGINAI- RECENED OCT 2 7 2006 FORM 547.27/ERP(02/03)H Page 2 of 2 pLANNiNG DEPARTMENT CRY OF GLEARWATER C-40 S~,pta 10/27/2006 •'I`• ~ Receipt #: 1200600000000011042 11:47:s2AM ~p ~= ` Date: 10/27/2006 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2006-10055 04 Flexible Commercial 010-341262 1.205.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Line Item Total: $1,205.00 Check METRO ARCH DESIGN INC R_D 3528 In Person Payment Total: 1,205.00 $1,205.00 ORIGINAL RECEIVED ~~~ 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cReceipt.tpt Page 1 of 1 ,osi~~ ~.rrr ~.r ~ i x:,14 . - ;~~-~ -,_f~ATER, ++ PLANNING DEPARTMENT May 15, 2007 Mr. Chris Miller Metro Architects, Inc. 314 S. Missouri Avenue, Suite 311 Clearwater, Florida 33756 JL '.~.~ ~A~ ~ ~ ~ .~J 1. ~l ~L 6 • C POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIP~ SER~~ICES BUILDING, lOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 Re: FLD2006-10055 (1260 Court Street) Dear Mr. Miller: Please be advised that pursuant to the letter of April 9, 2007, the above referenced Flexible Development application (FLD2006-10055) for the property located at 1260 Court Street has been withdrawn due to the projects continuing inactivity. Based upon our phone conversation subsequent to the transmittal of the aforementioned letter, the timeframe in which to submit revised plans and application materials was extended; however plans and materials have not been submitted in a timely manner. Thus, the application has been withdrawn. If you should desire to pursue this development proposal in the future, then a new application and submittal fee will be required. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562-4539 Fax: (727) 562-4865 E-Mail: rohert. tefftCtinzycle~rnvater•. com FCuL\K HIBBnRD, MAYOR JOHN i~ORk_:, COCt.NCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSGN; CGUNCILMEFdBER CAREEN A. PETERSEN, COUNCILYIEMBER ~~BQUAL EI•~PLOYft4ENT AND AFFIRMATIVE ACTION EMPLOYER~~ .. . ~ . ~{f~,'~ ~,ytT 4 \~Rti , ~l.A? 1 ~Sa6et4 PLANNING DEPARTMENT April 9, 2007 I°~"~ ~~ ~,~~R~IA'I"ER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, lOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 Mr. Chris Miller Metro Architects, Inc. 314 S. Missouri Avenue, Suite 311 Clearwater, Florida 33756 Re: FLD2006-10055 (1260 Court Street) Dear Mr. Miller: Subsuquent to our letter of March 5, 2007, and our conversation on March 7, 2007, no submittal of revised plans addressing the comments of the Development Review Committee (DRC) has been made. The next application submittal deadline is Friday, May 4, 2007. Please submit plans and application materials revised to address the comments of the DRC on or prior to this date. Please be advised that should these revised plans and application materials not be submitted by this date, your application will deemed WITHDRAWN. Please find attached the comments of the DRC from the aforementioned meeting that are still outstanding. Should you have any questions, please do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562-4539 Fax: (727) 562-4865 E-Mail: robert.tefft~~iayclearlvateT•.cona Enclosure cc: File FRANK I-IIBBARD, MAYOR JOHN DORAN, COUNCILMED4BER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, CO'JNCILMEbIBER CAREEN A. PETERSEN, COUNCILMEMBER ~BQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER'S ~aiari~,ry~ • ,~'~1~~~~~dF jp`~!y~ ,>v~ ~~,~~° ~IT~' ®F ~LEAIZ~IATEIZ _~:., ~~`* PLANNING DEPARTMENT `y' ` ~ "+I~~~~~'~;01~ Posr OFFICE Box 4748, C1.EARWATER, FI.oR,oA 33758-4748 ~~i~ral~~ MUNICIPAL SERVICIiS BUILDING, 1~~ SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT REVIEW March 5, 2007 Mr. Chris Miller Metro Architects, Inc. 314 S. Missouri Avenue, Suite 311 Clearwater, Florida 33756 Re: FLD2006-10055 (1260 Court Street) Dear Mr. Miller: There has been no activity with regard to the above referenced application since the Development Review Committee (DRC) meeting of December. 7, 2006. Please contact our offices with the status of your resubmittal prior to Monday, April 2, 2007. Please be advised that your application will become WITHDRAWN unless activity resumes on the application prior to the above date. Please find attached the comments of the DRC from the aforementioned meeting that are still outstanding. Should you have any questions, please do not hesitate to contact me. Sincerely, ~~~~~, ~~ Robert G. Tefft, Planner III Tel: (727) 562-4539 Fax: (727) 562-4865 E-Mail: robert.te.~ftt~ m~~cleanvater.com Enclosures cc: File J<a!~~ ~(>IL1N, Counc:u.an;,~usra; I lcn~r l I:~~n!:rc», C<x.~cn ant>ntr:!; 13!!.!. Jons~n, Ccxmcn.nrn~•usi:x Cari.r:N A. P!• rr•.r;sit~, Ccxmc:n.~n:au;t:r; "I;c~un!. I:NIPLUY~\11iN'I' nun ~rr•n;Mn•nvr•. Ac: rtou I:.\tl'LOll?R•, Case Number: FLD2006-10•-- 1260 COURT ST Owner(s): Jeffrey Putney 1245 Jackson Rd Clearwater, FI 33755 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Metro Architects, Inc. 3 ] 4 S Missouri Avenue Clearwater, .Fl 33756 TELEPHONE: 727-461-5424, FAX: 727-461-4787, E-MAIL: Chris.miller@metroarchitects.net Location: The 0.41 acre subject property is located on the north side of Court Street, approximately 225 feet east of Lincoln Avenue. Atlas Page: 287B Zoning District: O, Office Request: Flexible Development approval to permit a 7,999 square foot office building within the Office (O) District with a reduction to lot width from 100 feet to 75 feet (north lot) and 90 feet (south lot); an increase to height from 30 feet to 33 feet (top of roof); a reduction to the front (south-Court Street) setback from 25 feet to 15 feet (to pavement), a reduction to the front (north, Santa Rosa Street) setback from 25 feet to 2.4 feet (to pavement), a reduction to the side (east -north lot) setback from 20 feet to 10.1 feet (to pavement), a reduction to the side (east -south lot) setback from 20 feet to 52 feet (to building/pavement), a reduction to the side (west -north lot) setback from 20 feet to 4.5 feet (to pavement), a reduction to the side (west -south lot) setback from 20 feet to 4.8 feet (to building/pavement), a reduction to the rear (north lot) from 20 feet to 6.2 feet (to pavement), a reduction to the rear (south lot) from 20 feet to 7.2 feet (to pavement) and 5 feet (to building); and to allow off-street parking spaces to be located within the required sight visibility triangles on the east and west sides of the Santa Rosa Street drive aisle as a Comprehensive Infill Redevelopment Project under the provisions of Section 2-l 004.B of the Community Development Code. Proposed Use: Offices Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 ~ TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: Robert Tefft,~Pl_anne~III~ Attendees Included: The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda -Thursday, December 7, 2006 -Page 36 No Issues • • Prior to CDB: 1. Parking spaces shall not be located in sight triangles. 2. Describe more completely how solid waste is to be handled on this site. 3. City will not authorize connection to 16-inch transmission water main on Court Street. Revise plan to show connection to either a 6-inch line in Court Street or a 6-inch line in Santa Rosa right-of--way. Prior to issuance of a building permit 1. Indicate on the plan that Court Street is State Road 60. 2. Show location of fire hydrant assembly and a fire department connection to serve proposed building and location of required double detector check backflow prevention device. 3. Show on the plan a double sweep clean-out for the sanitary sewer lateral and include Clearwater Contract Specifications and Standards Detail #305, pg. 1/3. 4. The City of Clearwater will provide water tap, (Clearwater Code of Ordinances Section 32.095), set the water meter (Clearwater Code of Ordinances Section 32.096) and set the B.F.P.D. (back flow preventor device). The applicant is responsible for the water main extension from the tap to the device. Applicant is also responsible for all associated fees and all other installation fees. 5. Applicant shall provide a copy of an approved right-of--way permit from D.O.T. 6. A separate right-of--way permit will be required for all work within the right-of--way of any of the adjacent street(s) that are assigned to the city. See Don Melone (727) 562-4798 in Room #220 at the MSB (Municipal Services Building). 7. Replace "Typical Fire Hydrant Setting" detail with current city detail #402, pg. 4/4. Prior to issuance of a certificate of occupancy 1. Applicant shall submit 5 sets of as-built drawings that are signed and sealed by a professional engineer registered in the State of Florida, prior to any C.O. being issued. Public Works/Engineering to field inspect as-built drawings for accuracy. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 No issues. Fire: 1 . Show the location of Fire Hydrant, must be within 300 feet of building located on the same side of the street. Acknowledge PRIOR TO CDB Harbor Master: No Comments Legal No Comrrients Land Resources: Development Review Agenda -Thursday, December 7, 2006 -Page 37 I . The proposed gr~ut at the 30" and 36" oak trees are too close~er move the edge of pavement 15' tot east or place concrete "On Grade" and provide an aeration plan. Revise prior to CDB. 2 . Reroute the irrigation to be outside of the canopy of the 30",36" and 20" oak trees prior to building permit. 3 . Show the canopies of all trees to remain on ALL plan sheets prior to CDB. 4 . Provide a Tree Preservation Plan prepared by a certified arbonst, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts i.e.; crown elevating, root pruning and/or-root aeration systems. Other data required on this plan must show the trees canopy line, actual tree bamcade 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 5 . Remove the proposed curb from under the 30" and 36" oak trees prior to CDB. Landscaping: 1 , Pursuant to Section 3-1202.B.1 of the Community Development Code, shade trees must be planted a minimum of five feet (5') from any impervious area. Several of the proposed Live Oak trees will be planted within five feet (5') of an impervious area. 2 . What landscaping is proposed atop the building? 3 . Pursuant to Section 3-1202.D.1 of the Community Development Code, where adjacent to a non-residential use a five foot (5') wide landscape buffer is required. The buffer shall consist of one (1) tree planted every 35 feet and 100% shrubs. Buffer "D", as per the landscape plan, does not meet the required tree spacing -the proposed Live Oaks are planted too closely together. Buffer "F" also does not provide the required tree spacing for the same reason, but further does not provided enough trees along the perimeter. 4 . Pursuant to Section 3-1202.D.1 of the Community Development Code, where adjacent to a local street right-of--way a ten foot wide landscape buffer is required. The buffer shall consist of one tree planted every 35 feet and 100% shrubs. The western-half of Buffer "B", as per the landscape plan, does not meet the above buffer width requirement. 5 . The landscape plan proposes to include East Palatka Holly; however this species is heavily diseased within the County and should be replaced with a different, heartier species. 6 . Pursuant to Section 3-1202.D. ] of the Community Development Code, where adjacent to a detached dwelling a 12 foot wide landscape buffer is required. The buffer shall consist of one tree planted every 35 feet and 100% shrubs which must reach six feet in height within three years time. Buffer "A", as per the landscape plan, does not meet the above buffer width requirement, and the proposed Giant Liriope will not reach six feet in height within the required period of time (and not likely ever). In addition to the above, the landscape plan proposes to locate several Dahoon Holly trees beneath the canopies of two existing mature Oak trees within the buffer. The proposed Dahoon Holly trees will not likely survive (and will probably be difficult to install given the root system) beneath the Oak trees and should be removed from the plan. Parks and Recreation: No issues -new office building on less than 1 acre of land Stormwater: 1 . The following to be addressed prior to CDB: 1. The proposed pond shall be dry pond and have a 4:1 side slope. 2. The top of bank of the retention pond shall be a minimum of 5 feet away from the right of way and the adjacent property line to the east. 3. In the post-development conditions the calculation shall be revised to show the correct pond area, runoff coefficient (C = 0.95 and not 0.90 for impervious area), and time of concentration is based on 60 minutes and not 10 minutes. The following to be addressed prior to building pern>it. 1. Provide a copy of the approved SWFWMD permit. Note: if all options have been incorporated into the design but still do not provide enough attentuation, partial payment-in-lieu maybe accepted. Solid Waste: No Comments Development Review Agenda -Thursday, December 7, 2006 -Page 38 Traffic Engineering: 1 Replace the througTi arrow pavement marking with a right turn arrow at the south driveway. 2. Provide an accessible path from a building's accessible entrance to a public sidewalk compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 1 l -4.3.2. 3. Demonstrate how a scaled 17.5' passenger car can exit the end parking stalls that is adjacent to the building pursuant to Section 3-1402 A. of the City's Community Development Code. 4. The driveway lengths for the south driveway shall be a minimum of 30' in length per the FDOT Driveway Handbook Ch.6 page 54, and Community Development Code Sec. 3-1406 B.1. 5. The parking spaces on the north side of the property shall be located a minimum of 20' from the south right-of--way line of Santa Rosa Street. The above to be addressed prior to a Community Development Board (CDB) hearing. 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. Planning: Development Review Agenda -Thursday, December 7, 2006 -Page 39 What is being de~i on the rear elevation (Santa Rosa) along ihe~vator? Are these just score lines? 2 . Pursuant to Section 3-913.A.2 of the Community Development Code, a response is required to be provided that states that the development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The response provided references existing abutting retail and auto repair uses; however does not discuss the impacts on the abutting residential uses. 3 . Pursuant to Section 2-] 004.B.6 of the Community Development Code, a response is required to be Provided that states how compliance is being achieved with each of the design objectives. The response that has been provided does not state how this compliance is being achieved, merely that the deviations are in character with surrounding development. 4 . Pursuant to Section 2- ] 004.B.1 of the Community Development Code, a response is required to be provided that states how the development is impractical without deviations to development standards. With the exception of the statement pertaining to lot width, the response provided does not address how the development of the land would be impractical without the requested deviations. In addition to the above, the requested deviations to setbacks are excessive and cannot be supported. 5 . The plans depict a small concrete pad at the southeast corner of the site, but do not denote the purpose of the concrete pad. This pad could change your request for front setback deviations. 6 . Provide a roof plan. 7 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, specialized paving designs shall be used where pedestrian and vehicular paths intersect. 8 . Pursuant to Section 3-913.A.3 of the Community Development Code, a response is required to be provided that states how the proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood. However, the response provided is a discussion on the economic benefits of the use and not on how the proposed development will not adversely affect the health and safety of the neighborhood. 9 . Depict the full extent of the stairs at the rear of the building. 10 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, clearly defined, safe, direct, convenient and landscaped pedestrian pathways shall be provided between streets, parking areas and buildings. The development proposal does not provide such access between the street and the building. 11 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, interlocking pavers, brick or similarly textured materials shall be used for parking lot surfacing and/or accents. The development proposal has not incorporated the use of these materials: 12 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, parking lots shall be located behind the primary facade of the principle building. As such, the proposed parking between Court Street and the building needs to be eliminated. ] 3 . Pursuant to Section 3-1402.A of the Community Development Code, the standard parking space depth is 18 feet. The four (4) parking spaces proposed between Court Street and the building have depths of 19 feet. Reduce the depths of these parking spaces to comply. l4 . The development proposal depicts the construction of the elevator within the five-foot utility easements along the rear of the two parcels (middle of overall property). 15 . Pursuant to Section 3-904.A of the Community. Development Code, no structure or landscaping that will obstruct views at a level between 30 inches and eight feet (8') may be installed within the required 20-foot sight visibility triangles. As proposed, a total of five (5) off-street parking spaces will be located within the sight visibility triangles on site in conflict with the above provision. The proposed site plan must either be redesigned so as to comply with the above provision, or a deviation will need to be requested and approved to allow the encroachment of the off-street parking spaces into the sight visibility triangles. 16 . The dimensions of the three-story building would seem to indicate a square footage greater than the indicated 7,999 square feet. Please provide floor plans for the proposed building. 17 . Pursuant to Section 3-1406.B of the Community Development Code, the minimum distance between a state right-of--way (i.e. Court Street) and the first parking space or aisleway in a parking lot shall be as set forth in the Florida Department of Transportation (FDOT) Driveway Handbook. Based upon a review of the aforementioned Handbook, this distance would appear to be 30 feet. 18 . Pursuant to Section 3-91 1 of the Community Development Code, all utilities, including individual distribution lines, shall be installed underground. Provide a notation on the plans to this effect. Development Review Agenda -Thursday, December 7, 2006 -Page 40 19 . Pursuant to Secti~ 1402.) of the Community Development Cod~ad-end parking aisles are discouraged, but w en site conditions dictate that there be dead-end parking aisles; they shall be designed so that there is a maneuvering area at the end of the aisle. As proposed, neither of the dead-end parking aisles have the required maneuvering area. 20 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, corrugated metal panels are an inappropriate material for building exteriors. 21 Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, bulkheads shall be provided below and transomes above display windows. 22 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, buildings shall have a distinct "base", "middle" and "cap". The proposed building has a clearly defined "cap"; however the "base" is not clearly defined. 23 . The proposed architectural elevations do not identify the material or color of the stairs, balcony railings, door frames and/or window frames. 24 . What is the proposed color/material of the water table? The lower canopy? 25 . The sides. of the "bump-outs" on the front of the building are depicted differently from the balance of the building - is this intentional? What are the proposed colors? 26 . Are the openings along the sides of the building permissable based upon the proximity to the property line? 27 . For clarification, is the entirety of the upper canopy comprised of the natural copper? 28 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, fences and walls shall compliment and be consistent with the principle structure with regard to materials, texture, size, shape and color. 29 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, building form shall visually relate to the surrounding character of the area with regard to mass, scale, height, width and depth. How does the proposed building visually relate to those surrounding properties. 30 . Pursuant to Section 3-1402.A of the Community Development Code, the width of a standard parking space is nine feet (9'). The northeastern parking space between Court Street and the building has a width of 12 feet. Reduce the width of the parking space to comply. 31 . The civil plans depict the existing paved area encroaching from the adjacent property to the west, as remaining. Revise the plans to depict the removal of this pavement. 32 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, separation between buildings shall provide adequate useable space such as an open space compliant with the requirements of these Guidelines. The seperation between the proposed building and existing adjacent building to the west does not meet with this Guideline. 33 . Pursuant to Section 3-913.;A.1 of the Community Development Code, a response is required to be provided that states how the development proposal will be in harmony with the scale, bulk, covereage, density and character of the adjacent properties. The response provided includes no discussion pertaining to either scale or character, and the information provided regarding coverage is incomplete. It would be advisable to provide evidence (lot sizes, and building sizes) to support the statement that the surrounding properties have consistent Floor Area Ratios. 34 . Pursuant to Section 2-1004.B.4 of the Community Development Code, a response is required to be provided that states how adjoining properties will not suffer substantial debtriment as a result of the proposed development. The response provided does not address this stating only that the building to the east is seperated by a ditch and parking lot and that the building to the west is located on the property line. 35 . Pursuant to Section 3-913.A.4 of the Community Development Code, a response is required to be provided that states how the proposed development has been designed to minimize traffic congestion; however all that the response states is how much traffic will be generated by the use. Provide a revised response discussing how the site has been designed to minimize traffic congestion. 36 . Pursuant to Section 3-201.D.1 of the Community Development Code, al] solid waste containers, recycling or trash handling areas and outside mechanical equipment shall be completely screened from view from adjacent properties and rights-of-~vay. If such screening is provided by means of a fence, gate or wall, materials which are consistent with those used in the construction of and the architectural style of the principal building shall be utilized. The plans denote the provision of a six foot (6') refuse enclosure; however a detail of this enclosure that outlines how the enclosure is consistent with the above provision has not been provided 37 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, solid fences and walls along rights-of--way shall be no higher than three feet. Any portion of a fence or wall above three feet shall be at least 50% open. Development Review Agenda -Thursday, December 7, 2006 -Page 41 38 . Pursuant to the ~n Guidelines of the Clearwater Downtown Re~elopment Plan, setback or build-to lines will determine the appropriate location of a building. The proposed building should be shifted closer to Court Street consistent with the adjacent building to the west and the 25-foot front setback within the Office (O) District. 39 . Pursuant to Sections 3-804.E.1, 2 and 3 ofthe Community Development Code, for the purposes of fence placement on double frontage lots, the front yard shall be the side of the property from which the property is addressed, with the other side of the property to be considered a rear yard. A fence may be erected in compliance with the rear year setback provisions (i.e. up to 6 feet in height) subject to conditions. However, the rear yards of the adjacent lots on the same side of the street are not oriented the same as the lot on which the fence is proposed; therefore the fence cannot exceed three feet (3') in height. 40 . Pursuant to Section 3-913.A.6 of the Community Development Code, a response is required to be provided that states how the design of the proposed development minimizes adverse effects on adjacent properties. The response provided does not discuss the abutting residential uses or the hours of operation of the proposed use. In addition to the above, the response shou]d also discuss/justify locating the building five feet from the adjacent properties, and how the adverse effects of doing such are being minimized/mitigated. 41 . Pursuant to Section 3-1406.B.2 of the Community Development Code, the minimum distance between non-FDOT rights-of--way and the first parking space or aisleway in a parking lot with 50 or fewer parking spaces shall be 20 feet. Other: No Comments Notes: Based upon the above comments, the application has been deemed insufficient to proceed forward to the CDB. In order to be scheduled for the DRC meeting of February 1, 2007, submit 15 sets of revised plans by Noon, Tuesday, January 2, 2007. Deve]opment Review Agenda -Thursday, December 7, 2006 -Page 42 i ,- ' ~ . .. _ ~~rY i l ~ ~ "~~AT~~`~;vi, -, /~ rj~•/~' LoNC RA,NCr PInNNINc DEVEI.OPMEN7" REVIEW November 3, 2006 Mr. Chris Miller Metro Architects Inc. 314 S. Missouri Avenue, Suite 311 Clearwater, Florida 33756 ~IT'Y O~ ~I,E~R~~'I"ER PLANNING DEPARTMENT PosT OFI'ICIi Boa 4748, CLEARWA"CER, FLORIDA 33758-4748 MIJNIC7PA1. SERVICIiS BUILDING, 10~ SOV'1'H MYRTLIi AVE\liE, CI:PARWATIiR, FI:ORII~A 33756 TIi1.I:PHONIi (727) 562-4567 FAx (727) 562-4865 Re: FLD2006-10055 - 1260 Court Street -Letter of Completeness Dear Mr. Miller: The Planning Department has entered your application into the Department's filing system and assigned the case number FLD2006-10055. 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 Buff ciency on Thursday, December 7, 2006, 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 maybe 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) 562-4539 Fax: (727) 562-4865 E-Mail: robert.tef~c~nzycle~xrtvater.com Prnnt: I lnsisnt:u. N1,wc~r: Jc>ti~~ I~cna~~~, Ccx:u:n_~u:.~usra; l lc>rr l I:~~nLrctx, Cc~rnc:n_wt>nsr:r 13n.t.Jo~usc~~, Ccn:~~cat.~ntansr:i: C:~r.Len A. 1'rrtasr~, Ccx xc:u_~n:>usra: "I:c~uAl. l:~~aPLCIY~~ItNr ANI> nrrn;n,A„v.: nc-.,r>~ Ii~~mLCIVI.R" • CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLOw~A 33758-4748 MUNICIPAL. SIiRVICFS I3UILDING, LOO SOUTH MYRTLE AVIiNUIy CLFARWA'1'I:R, FLORIDA 33756 TIi1.FPHONL (727) 562-4567 FAx (727) 562-4865 LONG 1~VNGE PLANNING DEVL:I.OPMFNT 1ZFVIIiW November 2, 2006 Mr. Chris Miller Metro Architects Inc. 314 S. Missouri Avenue, Suite 311 Clearwater, Florida 33756 Re: FLD2006-10055 -1260 Court Street -Letter of Incompleteness Dear Mr. Miller: After a preliminary review of the revised documents submitted to address the comments set forth in our previous letter of October 30, 2006, staff has determined that the application remains incomplete with the following comments: Pursuant to Section F, Submittal Requirements, of the Comprehensive Infill Redevelopment Project application, a tree inventory prepared by a certified arborist of all trees 4" DBH and greater, reflecting size, canopy (drip lines) and condition of such trees is required to be provided. Please note that while the application identified the trees to be included in the inventory as starting at 8" DBH, this figure was previously revised to 4" and the application has not yet been revised to reflect this. 11/02/06 UPDATE.• The above comment has not been addressed. The information provided does not constitute a tree inventory as per the above. 2. Pursuant to Section I, Building Elevation Plan Submittal Requirements, of the Comprehensive Infill Redevelopment Project application, the building elevation drawings shall identify the proposed building colors and building materials. While colors were depicted on the plans, they are not identified, and no materials were identifed whatsoever. 11/02/06 UPDATE.• The materials and colors are to be identified on the building elevations. No revised elevation were submitted. 3. The revised application has not been signed or motorized. Thus, the application is incomplete. 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 15 sets of revised plans and application materials (complete sets) as per the above comments no later than Noon, Wednesday, November 29, 2006. Should you have any questions, please do not hesitate to contact me. Sincerely, ~~~ l' ` V ~~~ Robert G. Tefft, Planner III Tel: (727) 562-4539 Fax: (727) 562-4865 E-Mail: roUert.tef~~wnryclear7~•ater.corr~ PrnNh Flusls,~iti~, NLwcm J;nL~ )7OILv~1, C<x:n~cn.,~n=.,wiser, 1 kn~r l I:v~Ill:fOy, C;x~NC:n ~u_>usr:r. 13u.LJc~NSCm, C<~uN<:u.~nt~usitl; ® C:~r,LE:N A. PrrrrsFn, Ccx ~caL.~ut~usFr. "Lc>unl. Ia\11'LOl'P11iN'1' nNn Ar•FliiMn'rlvl: Ac:ru~N I)~u'LOVIiIt,~ November 1, 2006 To: Robert Teft, Planner III Re: FLD2006-10055 1260 Court St. Dear Mr. Teft: This letter is to address the letter of incompleteness we received regarding the above- mentioned project. 1. The stormwater plan requirements on the application have been acknowledged by the civil engineer 2. All of the trees on the properties have been listed as well as shown on the survey and landscape plans, see attached letter from arborist. 3. See attached site plan. 4. See attached landscape plan. 5. See attachment with color samples and a list of proposed materials. 6. The traffic impact study on the application has been acknowledged by the civil engineer. 7. We have acknowledged the fire flow calculations/water study on the application. Thank you, Chris Miller President Metro Architects ORIGINAL RECEMED ROU 0 2 2006 PLANNING DL:PARTMirMr CITY OF CLEARWATEI~ • ~, ~. LONG RANGF. PIt1NNING DEVELOPMENT REVIEW October 30, 2006 Mr. Chris Miller Metro Architects Inc. 314 S. Missouri Avenue, Suite 311 Clearwater, Florida 33756 • ITY ®F ~ LE~.RWATE R PLANNING DEPARTMENT POST OI~EtCE Box 4748, CLI:ARWA'rER, FLORLDA 33758-4748 MUNICIPAL. SERVICI3S BUIL131NG, lOO SOUTH MYRTLE AVLiNU@, CI_EARWATER, Ft.OR1DA 33756 ~rr:LEPI-,oNE (727) 562-4567 FAX (727) 562-4865 Re: FLD2006-10055 -1260 Court Street -Letter of Incompleteness Dear Mr. Miller: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLD2006-10055. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments: 1. Pursuant to Section E, Stormwater Plan Requirements, of the Comprehensive Infill Redevelopment Project application, the applicant is required to acknowledge the stormwater plan requirements on the application. 2. Pursuant to Section F, Submittal Requirements, of the Comprehensive Infill Redevelopment Project application, a tree inventory prepared by a certified arborist of all trees 4" DBH and greater, reflecting size, canopy (drip lines) and condition of such trees is required to be provided. Please note that while the application identified the trees to be included in the inventory as starting at 8" DBH, this figure was previously revised to 4" and the application has not yet been revised to reflect this. 3. Pursuant to Section G, Site Plan Submittal Requirements, of the Comprehensive Infill Redevelopment Project application, the site plan shall depict all required sight triangles and the location of all solid waste containers, recycling or trash handling areas and outside mechancial equipment and all required screening. 4. Pursuant to Section H, Landscape Plan Submittal Requirements, of the Comprehensive Infill Redevelopment Project application, the landscape plan is required to delineate and dimension all required perimeter landscape buffers, depict all required sight triangles (the Court Street sight triangles are depicted incorrectly), and hatch/shade and lable the "interior" landscape areas with coverage expressed in both square footage and percentage. 5. Pursuant to Section I, Building Elevation Plan Submittal Requirements, of the Comprehensive Infill Redevelopment Project application, the building elevation drawings shall identify the proposed building colors and building materials. While colors were depicted on the plans, they are not identified, and no materials were identifed whatsoever. Jcttf~~ I~owvti, Cour:c:n.~ut.~utra< I Icn-r I I:~~ni_rcm, Ccx ~c:n~u-:>u;itr, 13u.t.J<msc~x, Cc~tm'c:u~u:~utr:it C;;v;t.r.~ A. Yrrr•.rse~, Ccn uai.~u:>nttu: "(:<xint. [:NtPi c>vnn•:N r nNn ~rr•n;aL~ rive Ac:rirn I?,~mi.cwitr." • 6. Pursuant to Section K, Traffic Impact Study, of the Comprehensive Infill Redevelopment Project application, the applicant is required to acknowledge the traffic impact study requirements on the application. 7. Pursuant to Section L, Fire Flow Calculations/Water Study, of the Comprehensive Infill Redevelopment Project application, the applicant is required to acknowledge the fire flow calculations/water study requirements on the application. 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, Thursday, November 2, 2006. Should you have any questions, please do not hesitate to contact me. Sincerely, ~~~r~ Robert G. Tefft, Planner III Tel: (727) 562-4539 Fax: (727) 562-4865 E-Mail: robert. to f~(a,myclearwater.com • CITY OF CLEARWATER PLANNING DEPARTMENT ZOO SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 TEL: (727) 562-4567 FAx: (727) 562-4865 • LL Ff~~, O ': 3 }~ ~~~~ ~r U FACSIMILE COVER SHEET Date: October 30, 2006 To: Chris Miller, Metro Architects Inc., (727) 461-4787 From: Robert G. Tefft, Planner III Re: FLD2006-10055 (1260 Court Street) -Letter of Incompleteness Number of Pages Including Cover Sheet: 3 Comments: ** Please confirm receipt via e-mail at: robert.te~(a~ntyclearwater.com ** ** Visit the Planning Department online at www.ntyclearwater.com ** Oct. 30 2006 10:56AM YOUR LOGO . YOUR FAX N0. 7275624865 N0. OTHER FACSIMILE START TIME -USAGE TIME MODE PAGES RESULT 01 94614787 'Oct. 30 10:54AM 02'17 SND 03 OK TO TURN OFF REPOF~T, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX AI~fTAGE ASSISTANCE, PLEASE CALL 1-~H-HELP-FAX 1435-T3291. October 26, 2006 Mr. Neil Thompson, Development Review Manager City of Clearwater Planning Department 100 S. Myrtle Avenue, 2"d Floor Clearwater, FI 33756 • Re: Flexible Development Application Parcel ID Nos. 15/29/15/38574/015/0060 and 15/29/15/385741015/0450 Dear Mr. Thompson: Enclosed are the items necessary to process the above referenced Flexible Development Application (Comprehensive Infill) per Section 2-1004 of the Clearwater Community Development Code. This is a Level TWO approval process requiring CDB approval. Enclosed please find: 1. Flexible Standard Development Comprehensive Infill Application (original and 14 copies). 2. Affidavit to Authorize Agent (original and 14 copies). 3. Legal Description (15 copies). 4. Preliminary Site Plan (15 copies and one 8'/Z inch by 11 inch reduction). 5. Landscape and Irrigation Plan (15 copies and one 8'/2 inch by 11 inch reduction). 6. Boundary Surrey (15 copies and one 8'/z inch by 11 inch reduction). 7. Building Elevations and Signage Exhibit (15 copies and 15 reductions). 8. Review Fee check for $1,205.00. 9. One (1) copy of the SWFWMD Environmental Resource Permit submittal. 10. Three (3) copies of the Drainage Calculations for the site. The applicant, Metro Architects, Inc. is seeking to develop 7,999 square feet of office space on this 0.41 acre property. As you know, this property is zoned O and office space is a permitted use. We look forward to the upcoming DRC meeting. Please contact me if you have any questions. ORIGINAL RECENED c~~ ~7 Zoos PLANNING DEPARTMENT CITY OF CLEARWATER i~ i~ i~ I ~\ ~~1\~~~ Gulf Coast Consulting, Inc. DRAINAGE DESIGN REPORT FOR: Metro Architects Office @ Court Street and Lincoln Ave CLEARWATER, FLORIDA CLIENT: Metro Architects, INC 314 Missouri Avenue Clearwater, FL 33756 SUBMITTED TO: SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT AND CITY OF CLEARWATER PREPARED BY: Gulf Coast Consulting, Inc. 13825 ICOT Boulevard Suite 605 Clearwater, Florida 33760 Ph: (727) 524-1818 September 2006 GCC PROJECT No. 6-063 ORIGINAL RECENED OCT 2 7 2006 PLANNING DEPARTtUIENT CITY OF CLEARWATER . 4 ,,~,: ~~~,,,~, o ~ ;;`~~_- - ~ - ~' o `36:093" Y , , ~;~, a ~'I~.icllard'D.'~arris,.P:E. , °~ ` ''~~, , , ~ ~~ ~ , Principal Y:\PINELLAS\Metro Architects New Office (06-063)\Drainage\06-068 Drainage Report -SWFWMD.doc ' GCC PROJECT No. 06-063 Metro Architects Office ' CLEARWATER, FLORIDA ' Table of Contents Part A -General Information: ' Project Summary 2 Calculations Summary 3 Location Map 4 ' Vicinity/Parcel Map 4 Aerial Map 5 USGS Quad Map 6 ' SCS Soils Maps 7 FEMA Map 8 ' Part B -Drainage Analysis & Calculations: Pre-Development Conditions: Pre-Development Drainage Basin Map 9 '~, ~ Time of Concentration Calculations 10 Pre-Development Composite Curve Number Calculations 11 Post-Development Conditions: Post-Development Drainage Basin Map 12 Post-Development Composite Curve Number Calculations 13 1 i 14 Weir Ca culat ons Storm Tab 15-17 Part C -Water Quality Drainage Calculations: Pond Treatment Volume Calculations 18-20 Part D -Other Information: Operation & Maintenance Instructions Exhibits Exhibit A - Geotechnical Report Exhibit B - Letter of Authorization Exhibit C - SWFWMD Aerial ,',~Itllttt ~~~ ~ ~~ ~~ .l , ' 'i ha'rd~ ~ ~- ' - ~ ` 20-25 ~ c ~ ~' ~, ,26-27 ~~-fro. 36fl93 _ 28 ~,~ ;~ ;, ~~°, 1 ' PART A -GENERAL INFORMATION - Project Summary - Calculations Summary - Location Map - Vicinity/Parcel Map - Aerial Map - USGS Quad Map - SCS Soils Map - FEMA Map ' PROJECT SUMMARY ' • General Overview Proposed 0.41 acre, 3 buildings project located east of the intersection of Court Street and Lincoln Ave , Clearwater in Section 15, Township 29 South, Range 15 East, Pinellas County, Florida. The project area consists of two (2) parcels (ID numbers 15-29-15-3857-40150-450 and 15-29-15-3857-40150-060). The proposed project consists of construction of 3 office buildings and new storm water management ' system. Treatment of the first'/2 inch of runoffwill be by subdrain filter. The existing site topography is relatively flat. On-site sheetflow runoff falls from approximate elevation 20.6' to approximate elevation 22. Runoff from this site drains to an existing curb inlet at the northern and southern portion of the site. The site as depicted on the aerial, in pre-development condition, consists of the open space. • Soils The on-site soils as identified in the Pinellas County Soil Survey (1970) consist of: Urban Land Myakka Complex (Um.) In the summer of 2006, Razak Geo Technical Engineers, Inc performed asub-surface soil exploration of the proposed site. Soils encountered consisted of Gray Fine to Light gray fine sands with some, organics and silt in the upper 1 to 4 feet. Groundwater table is eight (8') feet below the existing ground surface. Razak Geo Technical Engineers, Inc estimated that the seasonal high ground water table to occur at the ground surface to 4 feet below the ground surface. (For additional soils information see the Geotechnical Report). • Flood Zone The project area lies within flood zone X as indicated on FEMA Flood Insurance Rate Maps, Community Panel Nos. 12103C0108H(Map Revised: May 17, 2005). The zone X designates that the area is determined to be outside flood zone. CALCULATIONS SUMMARY Stormwater management for this site falls under the jurisdiction of SWFWMD and City of Clearwater. The positive discharge from the site will be controlled for the stormwater system and directed into the existing drainage junction box at the northeastern portion of the site. • Pre-Development Analysis The subject site pre-development conditions were modeled with a composite curve number of 0.20 and a basin area of 0.41 acres (see Pre-Development Composite CN Calculations). The pre-development tune of concentration was calculated at 15 minutes (see Tune of Concentration Calculation). • Post-Development Analysis In the post-development condition, the on-site area has been one basin areas as shown on the Post- Development Drainage Map. One pond will be connected for the site and have one outfall control structures that will discharge to a curb Inlet and then to Stevenson Creek Basin. The U.D. & effluent filter recovery of treatment volume detention pond will provide treatment of 0.5 inch of runoff. Proposed Pond will provide for the storage area to treat and attenuate for the post-developed site runoff. • Drainage Summary The 25-year 1-hour post-development peak discharge rate totals 0.3 cfs and does not exceed the allowable 25-year 1-hour pre-development peak discharge rate of 0.3 cfs. 3 LOCATION MAP Z ~' I or!a o 1 Hapb~t I I ~:. ~' cr:~.ves.: _ ~ ~, ~ Plam slIi '~'~ ( I I j i. ct. e.: 2fuai ~+ ~ iq S, ~ ~ H tqr S!~ I~ ~ ~z ~z_ ~ Jq k¢ n,Re_~ ~.~ ~n .. '~ ~. r I _ Drew S;t ~I'I'' ~n I ~, ~ !Q ~ i z" zl z y^~ ~ ~ ~ d ~ ks st z ~~-'tln-~e' a ai IN-- S 3a' p z-, I_._.. ~ Ia~aa syr -j__I 1.-~_ z t y DDS g tea. ~ ,_®lyearwater j~ Claveland St I I .Q y {k.. -F ~ Iqi . ~ 1 o a- .,~ S ~ _ ~ F1 nkln $t 9 ~ 3 ~' I`~ I ~ y~ 1 - ~'y I -, ~ ~ N a, a _ ~~ ~,~ a Chestrnrt St ig e ~ - tt.SC c 3 m~-_I~ i 7n,Tum Sty ._ _ N = i .._~_ I _. { ~m r .^ I ~ ig' ~D wa txa E, 1 ~, ~ ~ I ~ m y( i ~ ~ ~ I I _ ~ 41 _ __ i _ I... ~~ t ._~ _ L. _t ~G8 F _J - Way ~~ O~ _ II _e. { ' _. ~ J~ tl .Mg Yo Dr Q.~ __ ~ I _ `stwts.r.e..~ t tctu¢ P U, a ,~~MPhnt ' 9'~~ ~ ~ ~~G nd C ffal St I 1~ I~ a B ._, k~ y~a.a I 1 Pln A 5l ~ 1 ~$ D 3 f. i _ _ yv IkMRd Ti!¢kawllla Si Tusk wNa Dr ?yn I ~ Sr ~ ;_ _ ~ ~ tt s~ A SI E I t; ) ~ I _i D m p -i- - _,- .. _.. B SI .~ t D,. M Sl .r,~____ ~ -~i ~ 1 -~BYion J i zoos rdaaDuesr. me ~ .^' st 4i m ~_ . IP k SIPS a H and 5~ ~ Plerce 6t ~ --- I `yam -_~m y c.x:c D steno ~ y ci zwr ' Ju nU~ I~ ~ ~ ,y .( ~~ ~~ Jy ~ ~ _ R B SI ~~ S .~-. iK .i ..._ ~. 17 4 r st o -s- I I ~ r~ i I 1 i~ula Rd a .._. , a .D _; s_ Nvr ~ l ;I _1 yea l°~ I a i B me,Hn SI ~ 1 SI i .3 j _ I t o 8 rry Rd n i-- I ~I ! '~ ~ Tuscol Rd ;g :~ I f i .arn..: ... I i I ~. ~ .... VICIIVITY/PARCEL MAP VglCnda SI ~ ` t-_ _®2006 _[ z 4, AERIAL MAP ,~ ~`:; ;, S USGS QUAD MAP s SCS SOILS MAP 7 FEMA MAP \.L:VCIRN! 1 STP.c~T STEVENSON CREEK. 1% ANNUAL CHANC FLOpD DISCHARGE ~NTAINED 1N CUIVE IEea~ s r ZONE X S PART B -DRAINAGE ANALYSIS & CALCULATIONS - Pre-Development Analysis ^ Pre-Development Drainage Basin Map ^ Time of Concentration Calculations ^ Pre-Development Composite Curve Number Calculations - Post-Development Analysis ^ Post-Development Drainage Basin Map ^ Post-Development Composite Curve Number Calculations ^ Storm Tab PRE-DEVELOPMENT ANALYSIS ~ --- - -- - 20 ~ `0 CI 2004 20.55 _. 7p t+• I.1 $C (1YP '$7 1t.t~ 5' _~~ -: Sp~MH _ _ _- .`_. fP, '7091 - - ,i~?7 t~2e ,o~~ ,, ftN 10 .COURT STK_EB'T (F) _ - - z, sz _ x ~ t2 ~ ~n 22a 0 ~ SANTA ROSA ST (FLDJ CEIVTERLrNE 20.-. 20. sa/MH ~~eo Rch~ ~ EP _' °~209~`~ _a~`, y~°y =; Ooh ~ C6~ 3 50 (P) ~,~~P~ 20 ~~ 5 G -_ -- _ - 1.15C zt.2t' Q~ "LOS' ~~~N . 241.80'(P) FIR 5/8° 1 i/ 9~ N89'41'27"E 241.69'(M) ~tv No,1D Y2.o' 2,,6• FNO ;`,D) : / ta~'S'(D) I 50'(P) 91.6 tY/ '(] ~~ I 1 FCM/ROD p 4X4" ~ NO f0 f/i NW COR N _ _ ~ ' ,7 LOTS ---~---------I----- - ~ I I v U d N v a ~n 0 c c~ m 0 m 0 0 N m C7 m 3 a a 0 0 0 0 i n O O N u O 3 v Z v s Q 0 FOLIO/ ' 39574/015/0040 .~ a v A ~ ;~ b 2t.z ~2].a' 2t.tX 7 ~. o LOJ 3 r3 LOl 1 ~o LOT 1 o c c 2t W ~ I f0110/ 3857~/015/OOIO O ~ Z I I 21.8'X y FCM/BRASS 01 h 3~• __ FCIR 1/2" __ NO ID ___ 5' UE NO /D ~ NW COR _ _ _ L8 _ 5' UE X22.0' 2t. LOT 19 0., / 21.8' // ~ O O FOLlOj 38574/015/0120 p ~ N ~v 0 o I9 12 °o ~ 11 3^ N O O N(0 )1D SW COR 160'(D) LOT 19 ~ AOW ~ Bh AN90'00~00 ESIS 0~ 220'(P) i pm /~ 2/ 21.8' N I /U'¢/ X /~ iD ~ I /9 •1 21.5' J / 2t.5T -X22,( .. ...21.8' BASIN AREA = 0.41II C '5 ( 2 f i,.L ' l ~f,r hG~" I N .v N v; S1 t~2' I ~ ~ E~~t yq '0 ~ a" J- N 1~p32 7 C~ 6 N ~ 21.9 ~ ~ ~ t,l / FOCIO/ 39574/015/0430 ~ ~ LOT 42 ~ .~ o~ I ~~ 0`~ // TORY .. A 1w0 5 ENT x ~ BURp~IG // ~ - X210' - - - 2t t'X - - ~ 90.0'(D) 22.66' ~~~~ ~~~) FCM/ROD NO /D _ 27.5'~C) NO COR FND TYP) 21 2' _ _ t n ~` FCM I _ N 4X4 :_... H . NO ID . 2: 59'. ~' I I I j I I ry I N 21.0' X t" I m y i01 ; ~„~ ~2z e3 2~ I f000/138574/O!¢/0220 2~~ 24 26 0 ~ k o ~ ~ I~ I ~ ~ I 25 ~ 27 ~ 0 29 y II ~ ~ M ' I' I! I ~ ~ ~ 3 O 2D. ~' X ~ h I 20 (P) 20'(x: 2.2. / 2t'X 0.0 (D) ? ~ P 20' S8 58 20 E • 147.6 ' (M) 20'(P) 17 5'(0) ) ) ( . 2.52 E 5'CSW FC1R i/2" t 22.0' 2t,9a'9 BM/C FfR 1/ - - ,. q ~~~.,7, 1.92 ~ l.B~ 9~7 ~ ~ 21.62' 21.5E C! 21.55' ' ~ SA MH Q TEL NO i / .. t t. :, - -- _._. Y _._. _ _Y ~~ -.. 2i.46 -- -- _ ^•/~' 21.35 Zt,20' 2f.ri'.. ~ 2t.C3 2toi' NO ID ' ' ° ' ' ' 96 CIIE.ST:1"D'T STREET (F) COURT ST i17~) 100' ROw ' 22 t6' ~ 2222 ! 2208` k --~~ fP I1625ICOTBLVD., Slil'lE 603 QeexalQ, flmida 33760 Plpvc pz7J314~181B Fm: (R7J S24E090 Gulf Coast Consulting Inc. I.arld Development CoasuNmg fir" - ~ ,~ CONC MED/AN7 ~~ ~ y ~~C ';:2276 2233,x;` 22.2x' • -.. PRF.RARF,17 FOR, METRO ARCHITECTS 314 SOUTH MISSOUR AVENUE, SUITE 311 CLEARWATER, FLORIDA 33756 SA/MH Q SHF.ETDF.SCRIPTION~, METRO ARCHITECT OFFICE PREDEVELOPMENT BASIN o' to zo ao s® LEGEND n~ wws wr xor a m~ w IgOi[p RM011 .em>I afAa6ax PROPOSED HARD GRADE PROPOSED SOFT GRADE z~91 EXISTING HARD GRADE x"~0 EXISTING SOFT GRADE GRATE INLET of STORM MANHOLE FLARED END SECTION PROPOSED STORM PIPE POND TOB POND BOTTOM POND NORMAL WATER LINE EXISTING BOUNDARY - - PROPOSED SETBACKS STAKED SILT FENCE 0.509 HARD SURFACE FLOW DIRECTION ~`> SHEET FLOW DIRECTION -~> SWALE DIRECTION ~ EXISTING STORM PIPE STORM STRUCTURE CALLOUT ~a~,>~ bi vYp WCS 90m! Oief45m e, ~ vtas>ma oom W Dyfl 9N9.R~f. ~ CtlMAII?W-Oplq Ong " 06-O6J (4 9/11/06 9 i PROJECT NAME: Metro Office PROJECT NUMBER: 06-063 C:\Documents and Settings\tsych\Desktop\[Mod Rat Metro.calcs--City Clwtr FILENAME: Version. xls] STORM6 DATE: Note: Approximately 0.41 ac (of the 0.41 ac total) of drainage area within the project area Therefore the D.A is 0.41 ac PRE-DEVELOPMENT CONDITIONS LAND USE IlVIPERVIOUS PERVIOUS (Type D Soils) POND TOTAL 'C' AVERAGE _ CONCENTRATION TIME _ ALLOWABLE DISCHARGE RATE. Q=CIA RAINFALL (IN/HR) COEFFICIENT AREA (AC) Q' PRE _ AREA PRODUCT (ft^2) 'C' C x A 0 0.45 0 USE 0.45 which is 1/2 C at 0.90 17,860 0.20 3,572 0 1.00 0 17,860 3,572 0.20 15 MINiJTES (PER FDOT ZONE 6 3.70 25YR) 0.20 0.41 0.30 cfs ALLOWABLE DISCHARGE Y:\PINELLAS\Metro Architects New Office (06-063}\Drainage\QPRE.doc TIME OF CONCENTRATION AVERAGE SLOPE OF TERRAIN: 20.60 HIGH EL. 22.00 LOW EL. Overland Flow For MUNICIPAL-RESIDENTIAL (FIG. F-2 FDOT DRAINAGE HANDBOOK HYDROLOGY PAGE 21) VELOCITY METHOD 180.00 LENGTH (0.6667) PERCENT 26.00 F.P.M. Tc = 15.0 -d I POST-DEVELOPMENT ANALYSIS uATCH Ex6T. !~ ~ ~ IIRB 15' ~~ a ~ „s--_ _ ' ) c~ CDURT STREET (PJ >~ r ~ _ '`SANTA ROSA ST (FLDJ ~~ __ ~rx "'~ - ~y ~` 60 ROY'•` 21~ t' ' N89'41'21°E 241.69'(M) ~ ~D 22.0 ~,y/Rpp 14.5'(D) 50'(P) 1 a'x4' No ro N NW COR cars -- ~---- --~---- - focro/ ~ ~ Jas7a/Drs/ooaD s6 -1 p~ $ 'a °, a ° 2i'X LOT J M LOr 1 n ~ LOi 1 d 0 0 • 0 0 ~ Q FOLIO/ 3857,/015/0010 ~~ V I I 219' X ZC 2W ~ V FLY/BRASS R00 ~ tk H ; g J'kJ' _ _ _ _ _ MGR t/1_ NO 10 5' Uf RO ID N NW LOR - _ _ L _ _ 5_UE ~ 22.0' Q LOT 19 _ - ~. ~ /,~ r m V 'C I O FOLIO/ JB57a/015/0120 \ g ~ p~ e~ of9 f2 ~ ^11 IO ~I „y / " r _ ~ p ~ I /~'~~~ 215 t~~iD I6o'(D) ~ 2o'(P) ~ 2D'(P) $gESIS 0~ ~EAR~~G 220'(P) ~~~ll _ID YATCH CYRB• MATCH arse- n..? :. ~ '~ _.. 0.t2 _ qpA~ BASIN AREA = 0.41 AL~ x ST-a v -~--- I 2~ .6Y ,ZOO ,, CHESTNUT STR (PJ ::' ~:. YATCX arse of 1 1 I I 1 ~I ST --•-? ytt. ~. ST (FLDJ SA/NH d a m® !I'NE 1tiQL' LEGEND f PROPOSED HARD GRADE f PROPOSED SOFT GRADE y1 ~ x EXISTING HARD GRADE „•~ EXISIINC SOFT GRADE ® GRATE INLET OI STORM MANHOLE FLAREO END SECTION m PROPOSED STORM PIPE POND TOB POND BOTTOM POND NORMAL WATER UNE ~ EXISTING BOUNDARY - - PROPOSED SETBACKS STAKED SILT FENCE 0.50 HARD SURFACE FLOW DIRECTION ~`~ SHEET FLOW DIRECTION ~-> SWALE DIRECTION ~ ~ E%ISTING STORM PIPE ST-4 STORM STRUCTURE CALLOUT rncT-naFOroa: sr~r;rorscmm~ox: ~rlr~~ ° Gulf Coast Consulting, Inc. METRO ARCHITECTS INC iiiis~~CC A~ ~... Landl)cvdopmmtConsulring , METRO ARCHITECTS OFFICE ~® ~- sm>Ews treuicoTetro 314 SOUTH MISSOURIAVENiJE SUITE311 ~~ m , `"""°• ~°"" "'~ , CLEARWA FLORIDA 33756 Tom a °.. en~~:rn>)suieie eu (nr! ucbovo , POSTDEVELOPMENT BASIN .,~;~~ ~ ~i~i~i'o~~in~ " ~~1 Flp0 iD ~8~ FlRT= ~, ` ~ ° T' p5?-~"ING~ 4 o r _ '~ ' a r ~t 4Z S~ I ~ FJ _ 1e -~ ~' a. _ ?0~1/~ 2t~6 N D A LOT 43 0 ~. LOT 42 F0110/ 38574/015/0430 n -~ br // ~OR1 b Nu . >K ~ glptm i // FcY/RDD 90.0'(D) RD 1D RD Cott 2 zs6' ~18957'24'E ~9?J3'(b1) 27S'~C) fl40 ..~` ~ 13 - -- - -- - fCV. - - - `4a'4 ~ ~~ ro ~~ A y ~` ~~ ~. ~ ~ V ~~ 2-~ ~ ~ ~ N D N y 5j~~~~?', f0U0/I38574/OI¢/0220 a~ ~ ~ o v '~ :2~ 2I 74 I ?5 I 26 17 p 19 ~ - ~'s' ^ ~ m 4 s -% ._: _ . ss`L = =~~:~ S8 '58'20°E 147.6 '(M) NO 1D 1l1'(P) 20'(P) 17.5'(D) 2.52 E re! - N01,•-,r( n 21.55' $4/AM Q PROJECT NAME: PROJECT NUMBER: FILENAME: Metro Office 06-063 Y:\PIIVELLAS\Metro Architects New Office (06-063)\Drainage\[Mod Rat Metro.calcs--City Clwt Version. xls] STORM6 POST-DEVELOPMENT CONDITIONS AREA PRODUCT LAND USE (ft^2) 'C' C x A IMPERVIOUS 12,301 0.90 11,071 PERVIOUS 5,559 0.20 1,112 (Type D Soils) STORM WATER POND (WET) 0 1.00 0 TOTAL 17, 860 12,183 'C' AVERAGE = 0.68 CONCENTRATION TIME = 10 minutes 0.5" RUNOFF = 744 ft^3 ~J4~'~ir Calculations Rectangular V~#eir ~ftifeir Coefficient (C) = 3.00 Find the Find the Len th Q Discharge (Q) = 0:30 cfs x.30 cfs Height above Weir (H) = 0.~0 Ft. 0:70 Ft. ti,'V'eir Crest Length (L) _ x.17 Ft. 0.17 Ft. Find the Hei ht 0.30 cfs `d:7a Ft. 0.:1~ Ft. POSTDEVELOPMENT (WEIR DISCHARGE) (Q) = 0.30 CFS = PREDEVELOPMENT ALLOWABLE DISCHARGE (Q) = 0.30 CSF ~ ~ ~i s ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ s ~ ~ ~ s/2s/2oo6 STORM SEWER HYDRAULICS . Page: 1 System: SYSTEM PROJECT CONDITIONS Number: 06-068 Organization: GULF COAST CONSULTING, INC. Outfall Tailwater EI: 19.25 Storm Event - IDF Curve Runoff Coeff. default Description: METRO Designed by: Exit Loss at Outfall: 0.00 Zone Fre uency Area 1 Area 2 Area 3 Coun PINELLAS Checked b : Storm Sewer Control EI: 19.25 1 50 0.00 0.70 0.00 HGL methed~ Standard FI~OT /.lump H(,I to nines rrnwnl FROM TO Drainage Areas Tc Travel Inten. Total Flow (cfs) Inlet Elevations Pipe Elevations Fall Pipe HGL Flow Velocity apaci Mann'g Station Offset Area Runoff C"A Lcl CA Time CA Ob Sum(Qb) Inlet HGL HGL Height % Type Actual 'N' Type Brls Len Coeff UpStrm CIA Min HGL Crown Line Width FL Physical (A) (C) CA Tot CA min) min) in/hr (ac TOTAL Clear. Jnc Loss Flow Line (ft in % (f s) (cfs) ST-1A ST-1 0.00 0.00 0.00 0.03 0.00 0.00 21.39 20.25 20.25 20.25 0.001 15.00 0.0019 Full 0.25 0.00 0.05 0.70 0.03 0.00 10.00 0.43 8.67 0.03 0.30 0.00 20.64 20.25 6.06 0.0120 DBI-A 1 52.00 0.00 0.00 0.00 0.03 0.30 1.14 0.00 19.39 19.00 0.390 15.00 0.7500 4.94 ST-1 ST-2 0.00 0.00 0.00 0.03 0.00 0.00 21.39 20.05 20.05 20.05 0.003 15.00 0.0073 Full 0.49 0.00 0.05 0.70 0.03 0.03 10.43 0.33 8.57 0.07 0.60 0.00 20.25 20.05 4 95 0 0120 DBI-A 1 40.00 ~ 0.00 0.00 0.00 0.07 0.60 1.34 0.00 19.00 18.80 0.200 15.00 0.5000 4.03 . . ST-2 ST-4 0.00 0.00 0.00 0.00 0.00 0.00 21.10 19.26 19.26 1925 0.006 15.00 0.0072 Full 0.48 0.00 0.00 0.70 0.00 0.07 10.77 0.67 8.49 0.07 0.59 0.00 20.05 19.25 7.00 0.0120 DBI-A 1 80.00 0.00 0.00 0.00 0.07 0.59 1.84 0.00 18.80 18.00 0.800 15.00 1.0000 5.70 ST-3 ST-4 0.00 0.00 0.00 0.14 0.00 0.00 20.80 19.27 19.27 19.25 0.014 15.00 0.0301 Full 0.99 0.00 0.20 0.70 0.14 0.00 10.00 0.40 8.67 0.14 1.21 0.00 20.05 19.25 9.03 0.0120 DBI-A 1 48.00 0.00 0.00 0.00 0.14 1.21 1.53 0.00 18.80 18.00 0.800 15.00 1.6667 7.36 ST-4 ST-5 0.00 0.00 0.00 0.00 0.00 0.00 21.88 19.25 19.25 19.25 0.004 18.00 0.0237 Full 0.99 0.00 0.00 0.70 0.00 0.21 11.43 0.00 8.34 0.21 1.75 0.00 19.50 19.20 15.58 0.0120 MHJ-7T 1 16.00 0.00 0.00 0.00 0.21 1.75 2.63 0.00 18.00 17.70 0.300 18.00 1.8750 8.82 Units: ENGLISH Automated Storm sewer Analysis & Design (ASAD), copyright 1992-2006, Hiteshew Engineering Systems, Inc. Ph: (352) 383-4191 Porfions of ASAD were developed by Kenneth J. Leeming, P.E. at International Engineering Consultants, Inc. T60v11.RPT 10/14/2003 'File Pru}ect Edlt -' 5`rSTEFA ~ '~, ST-4 MHJ-7T I :21.88 RCP ~T-2 IBI-A InEI: 21.10 1ES3:1 ailWater EI: (19.25) Ir~ 11-Rih ISG IB h' ,, Start ; II ,Q -,` ,~1 Int?ox - 1~Iia~soF.. 11 °. , ~S undgavs Er... -+ ~; .Aa Q6~ Dreina `'r~!9 2 RutoG4D k ...'`> ; ~ 3 P•~icrosvtt OF.,, - `gy'p t v3 - C... ~'~i`- Convert` . ~ ~ r EPSOid SC~lus C:~. « ~'-'- ' ~ 11.29 AM G r~,J .~ ~ ~ ;1 ~- i ~ _. 1 .~.,.. 9 ~ ~~ _ P _-~ ~1--~ - .;: _ ~ y- SAb 1. .. -~ _.- ~ .~. __,_. ..Y_._._ .~. ~~:~ . _.._ _ . :.; -. :_ ~ ,~ ate,..,,. ~ .._~,~ . 1 ~ ~1:~ ~I ~('"J~~~ CL4 I' f ~-~ r Options i~ '~~- '-- ^ ~~ t~5~ ~'°fl ~ II IntR~Pl.;iy InE1:21~.C3B a °.a E1u5MG YATCR EXKx RaEi C CURB _- 7oM EOP.19. E• 4 YATCY E1a5i. YATCX Ew~b.SS tAz -- - DJRB . . qg9 pP COURT STRBET (Pf . ~ s _ ~--- 1 ND ~ ~ SANTA ROSA ST (FLD) f~~ i1 Ip2A s+/~ `6f7' RDw,. eM/D ~oa4 p. ' S ~(P) ~~cN zD.9r - 1°.60' ..t5''~ 4 _. _ .. . 241.80'(P) ' FiA ~' N89'41'2 7"E 241.69'(M) NO m 12•° , F O e Ib Sr 7 Yr2 (p~~ / Q ~ NO±D '~ ASP a, NG ` AIW COR a - ~ - - ~ _ ~~ = N "' tors - - --- - -- - ---- a a /1.l N DI ll I ~ I Si-6 FOLb/ J 1 ' .Tans/DIS/Dwo 30 ST-3 ` o, o 1 ~_ it.96 N D a ! v V a o LOT 3 n a n LOf ? v ~ LOT 1 2t.X tA' X ar !01 IJ a ~ `' (OT 12 o c c o FOl10/ J8571/015/OIJO n .;i C ^ :z~ ~ ~ I FOCfO/ 38574/O)5/OD1o ~ ~ r1W ~R~H1 V `x BASIN ~ I x (3U St 5 Z I 21•eX EA~.22AC ~ - /~~ FCN ROD FCM/aRA55 `, ST-4 ~ ~ ' / h ~ ~ • FCrR f/2' 90.0 (0) ~ Aro ID xD CDSr _ - RO t0 - - 5' OF - - N0 1010 - ~16937'24•E X34 - 22,54• 3•(~ 27.5'(C) ~ AOY COR -- -- - - 5' OE ~ 21.0• - . - - .- - - - -- ---- -- -- -~ V LOT 29 _ H ^~ n 1 `XI - x // NO ID 21 ~9': ~ ~ I I I ~,~ m I I ~ I I FOCID/ 78571/01 5/0120 ~ ~ ~ / a g ~' O U i I o N S . \ / y y ~ ~, ~{ Y o \ ~' v v ~ ' I i I ~ I ;~, n.es ~'I~ FOLfO/1)857</Ot¢/0210 4 ~ o 079 11 c ^ t7 10 ~ ~/ t z~ 11 2a 25 z O v 2) c \ 29 I I I I i ~ J:., I ~ ^o e o/ ~ © I I I~ I Q _ ~ ~ _~::~ .11 -_ 21.5 ST 1 10.6• ST 1 ST_2 ~ II - _ OO F(x) RD ID I60'(O) gq5~ _E /S Q~, 220'(P) ~5. CHESTNUT ~; ~ _ti`~ 0` TO® 1011)= 1'-0C LEGEND PROPOSED HARD GRADE PROPOSED SOFT GRADE 9~ ~ x EXISTING HARD GRADE z'~ ExISTINC SOFT GRADE ® GRATE INLET O STORM MANHOLE FLARED END SECTION m PROPOSED STORM PIPE POND TOB POND BOTTOM POND NORMAL WATER LINE EXISTING BOUNDARY - - PROPOSED SETBACKS STAKED SILT FENCE 0•~x HARD SURFACE FLOW DIRECTION ~`> SHEET FLOW DIRECTION ~> SWALE DIRECTION ~° EXISTING STORM PIPE Si-4 STORM STRUCTURE CALLOUT I x BASIN I~. i i ( I I n ( 141.5(0) RP t/2• ~~0' ',e5 ' ~ SB 58.20"E 14).6 '(M) ' ' Doi s sTORn2 srnucTURE CNnRT (P) 20 (P) 20 ll.5 (D) 252 £ - 21.0' 11.91'6) RM/C RR I/1' s- ' - - 11 61' It St' Cf 21.55' ift - ~ ND i8--~ ~~ 0 [ . 1R.U . . ~ T ~ - 1'0' ii+i' iCor 31.03 S . 19.OD GE . 19.W .aR.ron . n.TR ~ xTw (P) L'OU ST (FLD) ~ C • t6aa ROa _ . =-.a-~ ~; 2212 -_ x:22 ~~~ E . taeo E . 1171 221' t .1600 YATCX EIOSr. aRa STORM PIPE CHART irgn iR Sf-IA ST-t s1-1 sr-1 sT-: sT-~ 51-0 6T-1 51-~ ST-S Sf-a ST-7 Sf-7 C1 51U-t5'RCP 00.7S1I wU-n'aipsas6R eo 1F - u• RCP a t6mt .a v - te' acv o t.aTx to If - ta' RfT 01971 M V - ta• RCP O Qsaft 26 V - 16' RCP 0 L501i PR}7'ARFD FOR' SHFr7 i1F5CitI1'1i0N: e c°Irc°aslcoT~>ilr;ng,IR~. METRO ARCHITECTS INC METRO ARCHITECTS OFFICE ~~ $ Lud Dnxlapmau CorouOvg f ~m ~ uammraz5vsurteeos 314 SOUTH MISSOURI AVENUE, SUITE 3l l ~.'~;,~,~;g;1ED CLEARWATER, FLORIDA 33756 STORM SEWER BASIN MAP ~ Fu: 1117) 514609D • O ° um' ' Storm Tab - Pond Treatment Volume Calculations Stage-Storage-Perimeter Project Name: Metro Office Project Number: 06-063 Designer: TS Date: 9/21/2006 Comments: Treatment Volume =( 0.5 in)*(17,753.42sgft)*( 1/12) = 740 CuFT (ft2) (ft) Area @ Top of Bank( TOB): 1,770.0 Elevation: 20.70 Area @ Design High Water(DHW): 1,345.4 Elevation: 19.94 Area @ Design Low Water(DLW): 959.9 Elevation: 19.25 Area @ Bottom/Normal Water Level(BOT/NWL): 94.0 Elevation: 17.70 STAGE AREA VOLUME STAGE AREA VOLUME (ft) (ft2) (ft3) (ft) (ft2) (ft3) 17.70 94.0 0.0 19.20 932.0 769.5 17.76 127.5 6.6 19.26 965.5 826.4 17.82 161.0 15.3 19.32 999.0 885.4 17.88 194.6 26.0 19.38 1,032.6 946.3 17.94 228.1 38.6 19.44 1,066.1 1,009.3 18.00 261.6 53.3 19.50 1,099.6 1,074.2 18.06 295.1 70.0 19.56 1,133.1 1,141.2 18.12 328.6 88.8 19.62 1,166.6 1, 210.2 18.18 362.2 109.5 19.68 1,200.2 1,281.2 18.24 395.7 132.2 19.74 1,233.7 1,354.2 18.30 429.2 157.0 19.80 1,267.2 1,429.3 18.36 462.7 183.7 19.86 1, 300.7 1, 506.3 18.42 496.2 212.5 19.92 1,334.2 1,585.3 18.48 529.8 243.3 19.98 1,367.8 1,666.4 18.54 563.3 276.1 20.04 1,401.3 1,749.5 18.60 596.8 310.9 20.10 1,434.8 1,834.6 18.66 630.3 347.7 20.16 1,468.3 1, 921.7 18.72 663.8 386.5 20.22 1,501.8 2,010.8 18.78 697.4 427.3 20.28 1,535.4 2,101.9 18.84 730.9 470.2 20.34 1,568.9 2,195.0 18.90 764.4 515.0 20.40 1,602.4 2,290.1 18.96 797.9 561.9 20.46 1,635.9 2,387.3 19.02 831.4 610.8 20.52 1,669.4 2,486.5 19.08 865.0 661.7 20.58 1,703.0 2,587.6 19.14 898.5 714.6 20.64 1,736.5 2,690.8 20.70 1,770.0 2,796.0 (ft3) Volume: 2,796 Volume: 1,612 Volume: 817 Volume: 0 TREATMENT VOLUME: 817 ft3 ATTENUATION VOLUME: 795 ft3 (~G ` POND 1 VOL:UME.~& TREATMENT ~SIJIVIMARY ~ J` PROJECT: Metro Offsce DATE: September 21, 2005 JOB NO: 08-088 BY: SPC ^ Pond Volume Summary: Pond #1 Elev Area (ac) Volume (Ac Ft) ' TOB -- 20.70 0.0420 Ac 0.0645 19.70 0.0260 Ac 0.0305 ' DLW -~ 19.25 0.0230 Ac 0.0195 17.70 0.0021 Ac 0.0000 NWL ~ 17.70 0.0021 Ac 0.0000 Water Quali Treatment Calculations: ty ' Treatment Type Perc Treatment Rainfall 0.50 in. ' Total Basin Area 0.41 Acres "TS" Total Required 0.017 Ac. Ft. ' Volume @ 19.25 = 0.019 Ac. Ft. ' Water Quality Volume Calcul ations: Pond #1 Elev Area (ac) Volume (Ac Ft) ' 19.70 0.0260 Ac 0.0305 DLW ~ 19.25 0.0230 0.0195 ~- Calculated Volume 17.70 0.0021 Ac 0.0000 1 Y:IPINELLAS\Metro Architects New Office (06-063)1Drainage106-063Metro.xls - Pond 1 9/28/2006 `~ UNDER-DRAIN FILTER DRAWDOWN ANALYSIS POND 1 E h "h V ^V NGVD TOTAL INCR. TOTAL INCR. Lmin Lmax Lavg HYD. GRAD. AREA FILTER FLOW Q=KIA AVG. FLOW ^T INCR. ET TOTAL 19.25 3.80 847 2.00 2.00 2.00 1.9000 12.5 128.7 0.0 0.16 148 126.1 1.2 19.10 3.65 699 2.00 2.00 2.00 1.8225 12.5 123.5 1.2 0.15 134 120.8 1.1 18.94 3.49 565 2.00 2.00 2.00 1.7450 12.5 118.2 2.3 0.16 120 115.6 1.0 18.79 3.34 445 2.00 2.00 2.00 1.6675 12.5 113.0 3.3 0.16 106 110.3 1.0 18.63 3.18 339 2.00 2.00 2.00 1.5900 12.5 107.7 4.3 0.15 92 105.1 0.9 18.48 3.03 247 2.00 2.00 2.00 1.5125 12.5 102.5 5.2 0.16 78 99.8 0.8 18.32 2.87 170 2.00 2.00 2.00 1.4350 12.5 97.2 5.9 0.16 64 94.6 0.7 18.17 2.72 106 2.00 2.00 2.00 1.3575 12.5 92.0 6.6 0.16 49 89.3 0.6 18.01 2.56 57 2.00 2.00 2.00 1.2800 12.5 86.7 7.2 0.15 35 84.1 0.4 17.86 2.41 21 2.00 2.00 2.00 1.2025 12.5 81.5 7.6 0.16 21 78.8 0.3 17.70 2.25 0 2.00 2.00 2.00 1.1250 12.5 76.2 7.8 19.25 DLW (TOP OF TREATMENT VOLUME) 17.70 NWL (BOTTOM OF TREATMENT VOLUME) 15.20 INVERT OF OUTFACE PIPE 0.50 DIAMETER OF OUTFACE PIPE 15.45 ELEVATION OF CENTERLINE OF PIPE 1002 AREA @DLW (s.f.) @ EL 19.25 91 AREA @NWL (s.f.) @ EL 17.70 2 L min 2 L max 5.42 "K" 5 REQUIRED UNDERDRAIN LENGTH 7.8 TIME FOR SYSTEM TO DRAW DOWN (36 HOURS = 72 HOURS WITH SAFETY FACTOR OF TWO) PART D -OTHER INFORMATION - Operations & Maintenance Instructions - Exhibits ^ Exhibit A - Geotechnical Report ^ Exhibit B -Letter of Authorization ' OPERATION AND MAINTENANCE INSTRUCTIONS Stormwater Management Systems should be inspected on a routine basis to ensure that they are functioning ' properly. Inspections should be performed on a monthly and semi-annual basis following major storms. Systems that incorporate percolation are most critical since poor maintenance practices can soon render them ineffective. Records should be kept on all maintenance operations to help plan future work and identify facilities requiring attention. Considerable damage, as well as loss of structures and effective use of the stormwater facilities can result from ' a failure to protect and maintain the drainage systems. Providing maintenance in a timely manner often saves costly repair jobs when the unusual storms occur. ' Remember, the SWFWMD permit dictates that the system must be maintained and that the owner is responsible for system maintenance. ' A. GENERAL ~ Normal maintenance requirements are as follows: a. Retention areas and swales should be mowed at regular intervals. All clippings should be picked up and any accumulated debris should be removed. b. Sod should be routinely thatched. c. The bottom area of dry basins should be periodically broken with a disk to maintain design percolation rate. d. Sod cover on slopes and embankments should be inspected and repaired or replaced as necessary. e. Periodically, following a storm event, the outfall structure should be inspected to check that the orifice or weir is not clogged and is flowing at a substantial rate. f. The discharge pipe(s) should be visually inspected to determine if the pipe(s) require cleaning. All debris found in the pipe should be removed. g. Inlet structures should be inspected after each storm. All debris accumulated in the sump or on the grate should be removed. h. Outlets should be inspected for clogging and erosion. i. Berms and other structures should be inspected for breaks. Repairs, if necessary, should be performed immediately. 2~ ' B. CATCH BASIN INLETS ' Catch basins should be inspected after major storms and should be cleaned as often as needed. Various techniques and equipment are available for maintenance of catch basins. Filter bags can be used in catch basins at street grade to reduce the frequency of cleaning catch basins and outfall pipes. C. LITTORAL ZONES (For Wet Detention Systems) The littoral shelf shall be maintained as follows: Wetland topsoil, containing a suitable seed source, shall be spread over the littoral zone from the control elevation out to the waterward extent of the shelf, with a minimum thickness of four inches. 2. Littoral vegetation will become established via natural recruitment. 3. All desirable vegetation that becomes established in the littoral area must be maintained. 4. Nuisance/invasive exotic species (e.g., cattails) should be removed periodically. The owner should consult the water management district prior to undertaking this activity. D. METHODS AND EQUIPMENT FOR SYSTEM MAINTENANCE Various types of equipment are commercially available for maintenance of stormwater management systems. The most frequently used equipment and techniques are listed below: Vacuum Pump This device is normally used to remove sediment from sumps and pipes. The equipment for this system is generally mounted on a vehicle. It requires a 200 to 300 gallon (0.757 to 1.136 m ^3) holding tank and a vacuum pump that has a 10-inch (254 inm) diameter flexible hose with a serrated metal end for breaking up cake sediment. A two-man crew can clean a catch basin in 5 to 10 minutes. This system can remove stones, bricks, leaves, litter, and sediment deposits. Normal working depth is 0 to 20 feet (0 to 6 m). 2. Water Jet Spray This equipment is generally mounted on a vehicle equipped with a high pressure pump and a 200 to 300 gallon (0.760 to 1.140 m ^3) water supply. A 3-inch (76 mm) flexible hose line with a metal nozzle directs jets of water to loosen debris in pipes or trenches. Normal length of hose is approximately 200 feet (61 m). This system should not be used to clean erodible trench walls. 3. Fire Hose Flushing This equipment consists of various fittings that can be placed on the end of a fire hose such as ZG rotating nozzles, rotating cutter, etc. When this equipment is dragged through a pipe, it can be effective in removing light material from walls. ' 4. Sewer Jet Flusher Sewer jet flushers are usually truck-mounted and consists of a large water tank of at least 1000 gallons (3.785 m ^3), a triple action water pump capable of producing 1000 psi (6900 kN/m^2) or more pressure, a gasoline motor to run the pump, a hose reel large enough for 500 feet (153 m) of 1-inch (25 mm) inside diameter high pressure hose, and a hydraulic pump to operate the hose reel. In order to clean pipes properly, a minimum nozzle pressure of 600 psi (4140 kN/m ^2) is required. All material is flushed ahead of the nozzle by spray action. This extremely mobile machine can be used for cleaning areas with light grease problems, sand and gravel infiltration, and for general cleaning. STORMWATER MANAGEMENT FACILITIES OPERATION AND MAINTENANCE CHECKLIST ' 1. VEGETATION: (Structures and Drainage swales) ' a. Need for cutting and/or spraying b. Need for reseeding c. Need for fertilizing d. Evidence of grazing e. Evidence of motorbikes or other vehicles 2. FEN CES: a. b. Loose or damaged posts Loose or broken wires c. Accumulated debris in fence d. Condition of gates ~' RETENTION AREA: a. Undesirable vegetation growth b. Slash and other debris c. Berms 1) Erosion /Breaks 2) Settlements d. Levees 1) Settlement 2) Any breaks e. Slope failure f. Surface drainage 1) Condition of open channels 23 2) Catch basin condition a) Manholes b) Outlets 4. FILL AREAS a. Settlement or cracking b. Erosion c. Slope failure d. Rodent or wildlife damage 5. 5WALES /CHANNELS: a. Sedimentation b. Bank cutting c. Debris accumulation d. Condition of riprap or other works of improvements 1) Undermining 2) Damage or deterioration 3) Adjacent channel scouring e. Adjacent property damage 9. STRUCTURE DRAINAGE SYSTEM: a. Drainage outlet pipes 1) clean or dirty water 2) Pipes free-flowing, no obstructions 3) Evidence of seepage a) Adjacent to pipes b) Lower 1/3 slope b. Rock toe drains-not applicable 1) Free draining into collection channels or catch basins 2) Clean or dirty water 10. SAFETY HAZARDS: The items to be checked at time of inspection may include above, but are not limited to those listed. 1) At grates (outfall control structures) 2) Outfall Pipes and structures and the connection point of underdrain to control structures. ~a References 1. Sewer Maintenance Manual Prepared by Municipal Engineers Association of Ontario for Ministry of the Environment, Ontario, Canada, March 1974. 2. Smith, T.W., Peter, R.R., Smith, R.E., Shirley, E.C., "Infiltration Drainage of Highway Surface Water", Transportation Laboratory, California Department of Transportation, Research Report M & R 632820-1, August, 1969. EXHIBIT A ' Y:~PINELLAS~IVIetro Architects New Office (06-063)~Drainage~Attachments.doc ~ ~ o Technical En ineers Inc. ~, ~~al~ Ge g ' 746 Main Street • Dunedin, FL 34698 •727-736-4922 • Fax 727-796-2(H)4 August 18, 2006 Chris Kuctert Metro Architects 314 South Missour Avenue ' Suite 311 Clearwater, Fl 337 ~6 RE: Lot at Coui and Santa Rosa Streets Clearwater. FI Dear Mr. Kuctert: We performed one c ouble ring infiltration test and one (1) hand auger boring at the aforementioned location On August 17, 200E and obtained the following results: 1. Ground wat~ r table is eight (8) feet below the surface. 2. Seasonal hid i water table is four (4) feet below the surface. 3. The infiltrat ~n rate is 5 inches per hour. 4. The boring i :sups are attached. Thank you for the o ~portunity to be of service and if you have any questions please do not hesitate to tali. Sincerely, Razi H Wahab David F Ramsey, P E President Executive Vice President Geotechnical • Environmental • Construction Materials Fc mdation Studies and Kepairs • Construction Inspection Sinkhole Studies 2~ i _____ ~~ .. ~ ~ Q ~ ZAK I~ I r ., J f ' ~ SOIL CLASSIfICAT10N L06 Engtne+ ring . CLIENT: Metz ~ Architects REPORT NUMBER: 260817 PROJECT: Lot 3t Court & Santa Rosa Street DATE' 8-~ 7-2006 CLear water fl;orida LOCATION: see skt. DATE PERFORMS ): 8-17-2006 METHOD USED: x Hand Auger _,7est Excavation !Probe f DEPTH (F1 ~ SOIL ;DESCRIPTION SHWL ,0 Gray Fine Sand HA/ 1 0.0 ~.- Fine Sand ~_0 _ ;,0 Lightgray 4.0' GROUNDWATER 8.0' DRI Test Ir:~iltration rate is S"/hour SHWL is 4.0' GWL is 8.0' Z7 October 2, 2006 Re: Metro Court Court /Santa Rosa St. Clearwater, FL To Whom It May Concern: Metro Architects authorizes Richard Harris of Gulf Coast Consulting, Inc., Clearwater, Florida, to act as our agent for the above referenced project. Sincerely, Chris Miller President Metro Architects STATE OF FLORIDA COUNTY OF PINELLAS Acknowledged before me on this ~ day of L~~~~i~ , 2006. u Notary blic :~~p0.Y >oeGr Notary Public State of Florida Jo Ann Geise a a My Commission DD509185 ''FOi a~~ Expires 05/2812008 Page 1 of 1 STEVENSON CREEK STORM WATER MANAGEMENT PROJECT Section 15 Township 29 S Range 15 E Click on the map to Zoom In~ ~ IristructlOriS ~J S i'i"% RETURN TO INDEX MAP This map contains stormwater utility data governed by the following: No express or implied warranties including, but not limited to the implied warranties of MERCHANTABILTY OR FITNESS FOR A PARTICULAR PURPOSE are made. The materials contained herein are provided 'as is' and may contain inaccuracies and User is warned to utilize the materials herein at User's own risk and to verify the materials' accuracy independently and assumes the risk of any and all loss. http: //www. myclearwater. com/gov/depts/pwa/en~in/prot ects/stevenson/s?is/ 1529. htrnl 10/2/2006 Page 1 of 1 STEVENSON CREEK STORM WATER MANAGEMENT PROJECT Page 287b ~ Click on the map to Zoom In Click on Yellow dot to see photos A e Instructions rvc~nF: -t~ ~ nATC: .•`~ ~~~ PHQT~: ~% ~~ 0 e IZE'1'UKN "1'U 1NllEX MAY This map contains stormwater utility data governed by the following: No express or implied warranties including, but not limited to the implied warranties of MERCHANTABILTY OR FITNESS FOR A PARTICULAR PURPOSE are made. The materials contained herein are provided 'as is' and may contain inaccuracies and User is warned to utilize the materials herein at User's own risk and to verify the materials' accuracy independently and assumes the risk of any and all loss. http: //www. mycleaxwater. com/gov/depts/pwa/en~in/projects/stevenson/pages/2 87b. html 10/2/2006 09/26/2006 15:36 FAX 7274614787 ~~ METRO ARCH.. EREEr~Ot•.1 TIT! E f~ 0 2 r;r~E t~'~ THIS Ii4S~°r~triYirM1t" FREF'r&igEv ~;' A.fvD FErcJ~tfil TO; ' FRFCO~M ,`TLE AGE'~CY, IhtC_ 7 tfi~ S`. Fori !':ar"%6rt A:lanue Cl2~revwte~r, ~~ :;3756 !Ci_Rd ~@~F~4€, CLE~f~ iF ~C'TB.p~T' j ~I~~~ ~~~ ~ ,~~~~ Procerty ~praisars ?er_9I tdanti{i6~tiOt1 {FoliCj lv;;mbsrs: IftIS~'3f ~'CO&397?B6 69 !df233®6 aE 1Q:5~S qF,d 9 5i~~itvlv6S7~/E39 ~rl3Lf~0 ~ dB4sEl Q~F 3~C >3K: 'ES3~6 13: ~93-~3 ~Y~p>e:t7~~ f~~CG tf3lf~f~L,`: ~'fe.~6 Grantee 5.: ~: D ~ SY4f"W: 5rt751 D~ SPAr~ R6eVE" 1-l~SiS Li•~lc R6q FAG-.,igDfnlC OFTA ' TF{IS ~~~~~+~~`'~ ~~~~', made :he 6th day of A,t~~us'Y. ~.t~. 2Qft6 by ~Fe~ ~,€~txti~ aid Juan !Ji@@arr~a@, herasin relied the granters, t~ J~i'fr~y F~ut~e~ wl?gsp past office addre55 is 1~4~ J~4r@CS~ett F$t3gd, ~@2€3f~i ~~£P, FL 3375, hereinafter called the Grantee. '[SV'tma`: u! .ye:ed :or.in iL-E :r_r.rq ~,j l',: r': or^ era ";:fdn:e 9" i;, c:u.176 :Jf ino p+.rlieB Ia 7hla In R1iUMCEt ink 10A !19"E, 'eagt to p~c.~ee lallvoi aad A!Sipne of `.^.divl.a~l8. a.~d tae =„ccesc:c ar.d &sa+gas ~! :ar.a-2t.ana) ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~= ~"h~t the grarter5, far end fn cens;der®tion of the SuY'I Di Tciti a.Npv011C :S t;sit0.00i Cctlars and Ot~lsr ve.lueble ccnslderations, raoeipt ~aherecf ~ t5®t-eby aCkrtowfsd®sd, hEreby grants, bargains, sells, a;'®rts I'1_misES, re•.aases, cenv>y-, anC c4rtarr<=_ untC t.,? grantee all that certain land situate in PIPd~L~$ Goat:^.ty, State of =fori~lg, via: ~~ts ~, ~, 6, ~E1 ~~d the ~r~~t 't!~ ®~ ae~t ~'@ ~~d Lit ~~ ~~d tFte t~lesi ~!2 ca1 &.®t 44, ' St€~ck t~, F~E~€S~~S ~at4Ei~E~€S, ~~c®r€iirig to t@t~ r0~p~ ~s ~5@~t t~~r~~E ~~ rice tdec9 arY ~@~t ~~~~ t~, Fag~~ 55-59, Fuk~tat: Re~rai~ of ~€~~@€~& ~Qeent~, F9®rida. ~~4iS #~ €'~~'f ~°Ff~ Ff~fl~~~°@'~AD ©F THE G#~~4EdT~~S EiFF~E#@~6. ' ~ Sa.at2je~t 4® ~~s~en~€~t~, ~estsi~ti~t~s ~rttd r~~er~~t@tz~t~ ~~ r~~e~rd, aeZ~ to #axe~ foa° late y~~~ 2r~€~~ astd ti~~r~af#r~~, ~°~C~v~T•rr-@~}~, with ati the t€,nerrlpnts, herecfltements and aRpurtsnences thsreto belonging car Ir, anywise ~` gAHE ling. ~~ ~~~'~ ~~+~ ~`D #`3~L~, the same in tae SirryplE fOrLSVer_ 1 ~,~(3, the pr&naors h=_repy covenant v+-itr; said a:ant~+e that the granter; ar=_ lahttuliy seised of sei7 Ignd In f e SiteaCle•; tt:6i the grantor^, hsvs good right and hWful authorlEy to :Ell a3nd convey said land, end here0y ur&rrgnt the thu tD Bald is d and will defend the Berne agAnst the fa~rfui claims pF all eersb.5~ v~homsoee-or; rtr:d Fhat s9id land Is free o` at snoumbrsncas, ex apt texas se~ruing st~bsaguent to 9§cembnr 3i, Z~. 49~ YIy'i-~€~~~~ WFIE~~O~, the said granrors he.vQ 5~g;ted and spaiad tt-~gse_pre(sRnts tFe d~:f an:: y0er t:,-rt a o~~~;tten. S~ned, seai;rr~ find d=liver?d in One presencs c ; ~ s L.S. d' ;, eP.s ~~ Si r6 ~#e~ ~#e~3A5 tTy I ~11~1c3 Ca ] ir~C€1'~~`~Z' h_i.~ U~~ // t21St 7. 73rC A~ru^ra. ?B:7 Mc~l`1i3. 9G453 c~.~~O]:Z:t=i/ 1.7: t'VitnAss ~t pr~e;l dame s ~_ "~" d f6( ~ ' ~- 5~ 1 ` t J ,~ ~~.~~r-ice ~i~~ t"V~~~_ +~vt U° "'~J / ~ ~°,.~' J d ~ L.S_ '>^J'tn,1 e~, ~~- i~r,,~°re ,~€~an Y69S~rS'e~€ ~+y l:'k>~k ~u,9 Zany ~7'Y1I~-~~.1 his }~~~ ~ _, ,~ti-C~C.~ ~''~ !'~. ~ t2t~i S. Ts"rd Avenue. pale Heights. - 6Dd63 ~-~te~nt?~' UJltnes pr&^•ted Wame ~ in fa~.~ ~7°~,'F~ t~F ~L~F#P~~i ~GiJt~'PY C~~ f i~4~~LAS The foregoing irlStnlment Ives acknD~aledged he{are me this 16$#i d8y of AU~LF3Y, 2f30G by~Afczx Afenis t Id Juar. `,~il!Lrrt3a! vdhb 9rc~ pe-sonally known to me or have produs~ed~i _ ~ s:s id~nt ttar,_ N, e.l.ln, Im•~Vj(~ ~.a~°~`'S. ~tF Ptntar~ Siena ~n~/ 1 09/26/2006 15:36 FAY 7274614787 METRO ARCH..___. My ~i07Y1TlissioP! cz0it~s: e ~~~~ ~`.htt f$. Prettec' No ~- t,~,mrr ~ ~,~ a~nature~ ~~;~~ ~Y j i!'t. ' ' by Lk~n~.la ~. yer «ttr~~r~~y ~n ~ac-L for ~.1~~ ~legnf.s ,~~ b~ k Antr~ry =~i? ~a=re~i at_arn~y in fact £or Juan Vi].larr~x:~. Fiee ~ o6-z59p C~j o 3 ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ ~ ~ ~ ~ ~ ~ ~ METRO ARCHITECTS CLEARWATER, FLORIDA SITE PLANS SECTION 15, TOWNSHIP 29 S, RANGE 15 E PINELLAS COUNTY, FLORIDA LEGAL DESCRIP'ITON DESCRIPTION: LOTS 6, 7, 8, 20 AND THE WEST 1/2 OF LOT 27, ANO LOT 45 AND THE WEST 1/2 OF LOT 44, BLOCK 0, HIBISCUS GARDENS ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 14, PACES 55 - 59, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SUBJECT PROPERTY CONTAINS 0.41 ACRES. MORE OR LESS ~•rm la.o ,wn .,m o , - wa. s vnronauiowro nynnvrewt~e w a ow .c fns r/ to rpr.m al ,e~aPA ~ me o ... I..y Heal us - nn m a n n pq r w i •.., o "w.ri a n two '. .tea suo Prt r>,m avw. of ..ma - ^xow vs .c• tat o • •wt s - fa~tPt ed b' nt Ma r>,ts ~ - •;. roru ,<~, river 1r3 ¢so v aso v rma n n p.p toEl4 A n p.e mrw aan ~Iw vat m.•ir: rr ~' vi. rnu ., sam° °.ari o:o.~.r n: ro ~6 rn .w. mno.o W ARNINO CeNInACrgi re GLL -&IM9~ME SiAn: Urt CW.- r-eao-ax-~rro ~e Mauns PAioa ro Anr acrmnc m cursmucnrn rw Ensmrc uwrr LocArwrs METRO ARCHITECTS, INC. 314 SOUTH MISSOURI AVENUE, SUITE 311 CLEARWATER, FLORIDA 33756 PHONE: (727)4616424 PHONE: (727)461787 Gulf Coast Consulting, Inc. L~Id Development ConsWting 15823IC0T alvd Suite 605 clea...~, Pla;d. 5n6o Phone: (rx'!)57b1818 Aax: (727)5xAE090 OFFICE DRAWING INDEX SHEET MILE I COVER SHEET 2 NOTES AND SPEGFICATIONS 3 HORIZONTAL CONTROL PLAN/EROSION CONTROL 4 PAVING, GRADING, k DRAINAGE/UTILITY PLAN/ TREE REMOVAL 5 DETAILS 6 DETAILS 7 DETAILS OFOp QI1Ti 0-9-0! 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O1RR sroTO,9 ese canxt 9w __ p~ s-u s-1 n v- u• Ra a o.ns m-1 m-> n i - ia• ~ i u~ s-s m-s ~a v - 19• Rrp • i.pa 91-. 9T-9 Ip If - Ip' R~ 0 1.4TR M-0 9i-T M V - Ip' RW a 0.xR pl-i CI M U' - IT RW O 1.9p; Gulf Coazt Corsul' Inc. •-•• '~ ~Y+~tliY ,~ ~ ,,,,,,,~„~,,,,,1~ °;g' METRO ARCHITECTS, INC ~~~ ~~r~ Y~~ METRO ARCHITECTS OFFICE '~ M -;~,,, 4 _ 3l4 SOUTH MISSOURI AVENUE, SUITE 311 PAVING, GRADING, DRAINAGE AND _ ~_ r¢1°°~~s°x~"_ieRU x 1 CLEARWATER, FLORIDA 33756 U'PILITY PLAN '.mfpE U rn 6 CIE E serm nt aro conwACrw sxAU ssIIN 9AYRE a su,En 9NU Yro o r~ YmoKn ~E us ra ` i°t ' ~ ~ ~ a,a, 9~.+ts""1~'.'S •••••A~\ r 9 (CS ~IP Ir 8 K Klu rs w s s 6 ~ zwt+ I/1• ovr iooe ` w me 4 ' Iriy M<m of i t'EBRO wG9. m0Y0E P MW COYMI YM1E9 6L.KOY,9 • ~ '°`^" ~- ,~N am v ,~ I-1/e fipP S-I AapxolS) P. BTatAIEt ,N+E SD nI,BA,IOn 1:1 IlH~ t5'n.9' (x $-W~Ow~) ~ u~ Y M HK NOKPAp t~~ :~ :~ ' ~: :~ ~::' ~': ' .~: ' ~.~ '~~: ~' ' fiNBC (ON APPIwKO EWIL OLR• 19Ti & ~ `yr P P 9 ~> : . .: : . .: .:• : : . : : : . BPa .~.. ar. ..:. /1' Si 1Rf99 //55~~ nE1YE0 EIO9Y OIE0.EM9T '... SIFEL YE91 ~ i 91a1 xax NWroum „ns ~ W' ErvYNP tacreM LPt 19Y smwe.Nre .a Pe. (ALL N1m1C - 1 W.) nwl.. i _ 1 xso • !y. ~ ~ TT""~~ 0 K' EPNKSLVe to 9Bi A49110 T-IBx xOTE4 iwNw+seo ose e ° cArt O L •I).)0 Ep ,w.) i ~,E t S'.1.9'-A' tN0! ~ n ~~ N^t NPP,aiv I. Poairont wt ~ bero ~Imevs. on taw no~vrsrc a' - ~i: ,ro. no uYiNm Eac. caiNl n,nAy ~ u4s,arc1 mru ces.... w e. am ow em xw ..n rw.rsr.p G 4 ~ uo r Pn u,99 z :~~ m~re.~cu~oi nr.~N,va it cw eru wa wN jaxa~j sxo m,m YEnA Cl ~ r e-Irc n, -1 I- e• ,.. ~aa s!m m Z LANE ROAD 2K 19~~' `BOrrOM uNIA El. 1930 u'RIAA.N M1,Nana sT5lp E nYK B ~ ~, l ~ ~ T ~ ~ • '; ~{ I •, •• II>>•. : - e^; ~,i'; ~I x'::i;v^'•'r%: t„~ h,.s ~ ,P . a-ro !n ~n im S )' a J- '~ . L L _ Na01E~ li III •'.I h`. III! fV4mnNU„m ~, ., ,..Nx• ,. P. m.~.Nk ~ - ~ • A ' H" solo nlTEN NEOU rl A) NA920 NAIENK NEEBNG TOOT NOPO AND fWN14E 5PEOi1GNR95 iqt RnA 9Ax0 ANC g1AItR CBAKL9. ON MSluliEi 111ENEOi (IE55 lnle! I PENCENi SLT, CLAY AND Q{CIMC YATN:NI, VNLE59 -T -f ~- r-]/Y ---I r 9,r ~-- )-I/e' ~ ~> ev Prs.> xat4 i I I . I .., . • xN, I I :'.) 9.:,- I k YN, v P,Nnm. HANDICAPPED STALI. OETAII ~ 1 t BMVP9 PP Pt 5• I' fArER CIOM 4115£0 ,9nG 19 SIPTA0.E ttl 0.ETYN THE 9LT, CLAY aM Q{CYOC YATIEN Miwn THE iIl1ER C/LCNN CMBUTAIE ACOiECA1E 5 N01 AN A~PtOBtE AIBSIINIE TYPE A TYPE C ,I ~ ~•~' ~ ! ~ ~ 1-1/B'0. VPVMB Wr•t. ; B.) uxPO9YTY CGEYi1OENT 1.S Ot 4AEAlEit; Ax0 ~~1 C.) [FM1ECB4E auvx 93E R 0.24 TO OS5 NELYElEx9 IN OINIEIER .S HANOICAPP D SIDN DETALL i § UNDERORAIN FILTRATION STSIEN DETAIL WEEL STOPS REINM1 DRCED CONCRETE n q q 0 6 B°°~ NTS .... y; .. EPWaog~~P...~ 3vw~* ~~~2~ i[ i 7aT\ NLITEA 1 ~ B' LENGE fi' EENCE PNlpOYD paK9ur GRADE (hP) nwv wK mm s. isvn w a . vz• rAS im.t Pi cw .gym w~..wPr. v Eom pN. RYT 20 ~ v / o'~ JA- EAnr .K.H r.x,iv~9p SOiEEN 10B tCB OEl EO.A C ~,ipe SIRAlfils CURB 25reh •19,91 --_ _--_ Jfl~=L/ ATUn I III=1. -' .e i1-11171 = = { ____~~ 2 ~ ________________ _ ---- - A E - - - li -I earrpzN I!. lil 1 sr. ~`r-i i s ) L-III=" %nvano (rw,1 '-:iILII~IIIJ'~ - __ rmTE' r > RETENTION POND CROSS SECTION B-B iNIG GRI~(Tl'P) u°: ,'..,.. ai w•,.•..Po-..+ ~~ ~a • ~. •~~ T ~ ~• ~ ~ d P~ e^°AS~ ~ e EJn c>,P a,. ENTRANCE DRIVEWAY ~ Q205S-SEC710N A-A SECTpN 9~8 SECTION A-A SECTN)N C-C ~• HsN.~r l t r 'vY<. saN A A B (O OfBVEwAr CONNECTION TO SANTA ROSA STREET R~ Ne I > n ~ - - E.w {Pms ~ +- ~~+ • • I~x' Ew. xF1 n.vs. CONCRETE SWALE DETAIL VALLEY GU77ER CURB TYPICAL DRIVEWAY CROSS SECTION D tu• sig. {{ .u, PLAN HEW aG T .mmi wIK Nm, s,m + Beu, W Cwe m 91a v Hi:ctl Oba •!x a IW 40. a1 f ~ e IfiY Map 91rte1 Y CantyN v RYno•e b,Ua Curo PM FgYVx ~Pa at M 90extu Roq. PaoPOSEO pwvEEEAr GRADE (TYPT ~ vain/ Wnv Comet 1/~ Pv ioet ~at !- ~-YO. 9cpa ~IVr ~ Botl. of (Fxb YWO PN ta,t 1- tnhl CmaV. 6' '' 19 ~ mxx m m ~ «P. ore nB Nwnow 1. m wa0 .:. 90 ,N.. ). r, 6n y~ lrN\ P \,/r' La+NO. km ...~ xxt w w.w, SECTION A-A SECTION Ei-8 _ __, ~~ II -_ _ _ NOTE wnaN>a.wN P"~.'° d'- sx..l.+,:~ ` ~ IT. •"••,""•~ "° "Pm "" w,w ti a °`~o. may :a Fm w~'s ^P oP~`°a >o,'e A,a~ns.°Aw. `• r °dw N~"~..~a _, __J TtlhG GWiO ( 1 EIBSE9sW !• ShOE~AU9 T1P ~ P_LEK ~ A wsm n...Nnrs. SECTNIN A-A SECT.VN N-R T ~ =~ ~ w a °° ~ ~ .., ~ ~ ~ ~x e ..e.. ianma _ •• ENTRANCE DPoVEWAY ~ CROSS-SEC710N C-C scm, - u .uit ,m a sfcroN c•c TYPICAL SIDEWALK CONS7RU[110N AND RAMP DETAIL N.r.S. (O DRIVEWAY CONNECTION TO CHESTNUT STREET x,r.s. CONCREIE SWALE DETAIL TYPE I CURB F.i.A '.~l., ~ - ~ ~ ~ ~_ cwTCofiEccai4weN~,mG. LmEIM mt CVVUlImg METRO ARCHITECTS,INC METROARCHITECTSOFFICE ~ "°'OOY -" o-ou C B w auskws 314 SOUTH MISSOURI AVENUE SUTTE all •J - .. ~ ;; °° , CLEARWATER FLORIDA 33756 ~~~i , PAVING GRADING & DRAINAGE DETAILS ;m,,, ~ • B, a w a ~~~ i ~ ~ ~ +~ ~ ~ ~ ~ r . ~ ~ ~ ~ ~ ~ ~ U m tl• Ir_e' I 1 ~~ I I Steal r-6- ac I 'T -i ~ , b y rVr b` PM. tf~ t~~ . _ I I . ~ 1 1' baUfm ' I 1 ielaa $a 1 • T • F ~ • a ~ ~ ll OOO i. p ~ I l u «yy x I I f p lGRNp T° N l I v9p I•I N'~ 1 :ep 4. I i Nwl tlrv a ~uNr b ~• o OOVaO(1 S e RE R R P~btevm RrWeva PLAN .a' ]''t' Sr' 1 tom. , ~ P(A PT ]T r Y 1 !. T m° ra ~ in ewe m OO I I .. ~ 1 I I a6nB a°ta r . 1 L - I (tyRl L I ---- -- I D t` PLAN NEW P.+w Nw ttl. u.a ? ]/'' c ear.. iq a Bow El- xiro t]/r ~ IDOr nw. fa f naavwa ua 0.- 19. .a. emn, R I i~ f 1 wB O n.- Ts.]s ~ r n i ~~~ a o a a SDLIO EOVER 22-~,.• r- -~ ~1-arv n. s : a.. m $ ~ ° f ; ~ ~ r~o~i. awl ~"'- a.- last , >r ~ ~ L b ~' ~~ IT-4i] rmO„aber ~ -n ~ ~ wtNw.a arras. i. +^~ ° secrroN ~(~f~ T SECTA7N rat' ~ ,F ~ C tl mtmw„a I2• a.L.B R°ea ttypl °• „w pN ~'ea t 1 crag. taw M It r°iw rr tba..° Mc a.r • r il.A . ~ Awl EL- IS21 CROSS-~cnan b.. ~N FDDT TWE E INLET (MR°ifico) SDLIO CDVER SECTION xm.arl val V`t 12B Wa :'~ . R.t,..•ae - ~~ ~f% ~ Its ° ~ °• + 1 •f eww t'.1' ]BO0 PK cacrvte B'a Ib' <°.rc.aea p°b Nen ~" n°d' r_r - __ N RING -HALF PLAN 2~ Avat. reRV m m t ApM ~ ' • ~ fatriFB .NniR.ekp _ ./ 2- BS mbar rgntFNn4, nBl b' ttyRl nmesa. 6'a6'/ 10[10 v.vf. ELEVATION _ _ _ _ I b I 'S ~ ®rUrf:: MIA .w +•^+-,~'..~x• :~ a "mo"w ...,..t '1 I e.:~t~ t./~'e o~~.a•a.w JI ~ j d !6' er _ eI• ~d S~r~ /VYa°. verpN E!9 W. ~~ ~ ^ ~ ~1q, w~sleANJw~°tl N1W ~ R R ~ j OII7FALL CONTROL STRUCTURE DETAIL ~~~ ~ ~ NA(F SECTION CAST IRDN GRATES vAN a` ~---- M1N UNOERORARI g r~r•ror Xn ~i'a rani °1~R~ na ewls.°a~a a..lw sb. so-w •nrot B.. 1TPE E ..s' R[NG -SECTION ]'~r wn~tr tM r•r Ial•A' Pip bvalVB Bm f . ]Af RNRVbr Bel l-I/1' . ]/b' ~-~n' .~/r aR ar~ilaelw ~ NMnun Val < ]• 2]2 lbs 9' 2TB Iba. TYPE G (RATE INLET DETAIL TYPE D GRATE MLEi DETAIL fkluoetrR rTJfS neUOr tlrYen Door - n]s. - -_ _ __ __ A.w bqn na uw wlE~ _ _ •..a a Iwaww< m a ~ "'s :.b <e..r m I' NInIXUI w A801p IOWL PNE~° AS t' MINMUM OR {LLL H [BVIrtEB, T ~ FLLL RAW VIpIN e ~ 3 in ~ rY ~~T `,~ ~ a ~ ~ bet.WA a w. rO1~t>• Moo ~ Haber t'1nt ~ .aiiee Qt'a21• WIT, 2 WITS SbVN) EAST IN Rl1EC BETECTABLC VAONING SWFACE i1LE :: E.EiiEa. Rraae• STAW D(IVNI INPRIMEO pETEETABI.E YARNING SUSACE - t,~~ ~\/ ~ ~`r esq. `44 ~¢i ~ Pfm •/' a'ral°a o.e ~ rt tarty SEWER NANHaLE COVER OEruL s xJ.B n X ~ psr Gr Cenant VWY@B ROTET ~C aa - - - 6M. Mavom. 1A~S PER NATERIAL ANO LOC.t1iOl ~1 l l RWCA EB OBIIE. S[C BCTAIL s •O~ c t ' ' In at o 11~ ~ b ISOMETRIC NEW +~ aA'I ~ RfIIIRNED CURB RAMPS ~ A r t ~ • Bartow 0 m A ~ Nin. 10 XA x RIA Ib- NIN t0 PA- MAa. MICS 69 ~ - -~ TlP BIA TO ff SOL IN TG b7X ~' µ' /} TIE 805E BIA {-~~~'~~t Inl[WA BRE e Mnlim \~ ~ •A Mba 6' 8' Br Ta DA< PV It' le' I 1 ' f 2' tYP. eeesea.°•°° aeaea °°° ttppM PATT[IM ~o • BE N-A8E ~.' VITH BIRCETION T 4RA~ 16 NIN 1G 2.r Nn iTPICAL PLAT VIEV L B2-. TTPICAL R TRWCAlEO BONE ~ ~ S' b' --~~'Tf mtaw r.:iy::f.~e:,. ~ "' 1 : Spw BCICCTABIE VARNa1G PATTCWt ANO 3WfI[C l1fES Rtceran[ YaR11lf. MMit brit ct1PN TK oat nmx v 1K Rw. uT[cluE vNbmc bp- L TRL aW i a mlaeKl[0 er rtllWlG A tMCArzO RttMimEMR lpei~]trrR`lvrQii1Mrt°f[ 0[Sie0.~iprt~Ri *°" ~ t ~ °t E ep t v ~ v ~A ELEVATION A-A °~ r'~~4w'~". °an dn~ r' W ). ~ ~ n ~ i°/r'y rr uT°~w•rm's iii. la. ;~~±^• M rWr ~ ~ ~' °~ ~ • ' r uul SECTION B-R . . . Mn tl P H'~ ~ ~~ ISECTIDN A-A "c' A C 0 E f E NDTES Drum B'- t' 2'-6' A' °. ]'-6' 2t' Naa B' B3 of 12' E.V, i. ldl <aiva4 b by ]BW ' ' at. w~og itc v Rw u i a i mi min itt vl cam tron-orwn a n RU t tw Rvavr-tron. ma wm Bas meNwlrot Ruu x MmiOi'°itm~il .i iw luii.~a 1 i 6i[Cr, 0.[ vw G wv[q p E a Y YO H0I(OO~IP My MnK ~ OVKr[0 N Wf p~ mIJ^t `vrt.VnBG PIKRf SNAt t .t] MNfKr~KB Bl PIIC Wt1 bmt pl [pN. IC1HaL vMaq alren¢tt[ BNLL R ai NwIMYlEO A weP-iB! P [nW. P.Ni r6 b(w:lie ¢rtn.u v .e °vaairw(wui' w rw ~ d1 n xm(~i ~~oM1 ~ ~/ ~ °tdt n~ Seambrb IJ'- fi b' Na r-6 61'- IB' J-6' T 10' IQI'- It' 9'-6' 1' It' ° ]B' no. B' HS at IB' E.V. psi, t' t8' N0o 12' BS at IC EV. rMim~tlnO~ A~ ]' tB' Np° 12' a5 at IB' E.V. w•m' n trim , o ~a w s (Aw iK S~iw KTr® Bw.t wv[ A0pEW2 . rat e,rmNS p.at a mr.u..s K. tKa tTawrm,s r 7AUNGTED DDNE DETAIL n r,s, vAnucB n I R¢rt u caw. aw art A L.aW two IT. wB rNOa v rK ew.nw :aR~maw.: - FDOT /304 TYPICAL 90 RAMPS PHYSICALL n!s EtYALK Cl1RR CUT Y HANDICAPPED DETAIL S N _ TORM 5£WFR NANNOLE DETAD. ls caHCo6st Con9Ldling, IIIE. ..ox..r rr. MET RO ARCHITECTS INC r- ~~°~ R ~ "°'°~" "" LnlDnebpnml(:cmdNy , MET O ARCHITECTS OFFICE ~~ L ® ~Iremetw.,Pmews ~ i1°0 314 SOUTH MISSOURI AVENUE, SUITE 311 CCEARWATER fI ORIDA 33756 ~ "" V ~ a ~~„ ~t , . P AVING GRADING & DRAINAGE DETAILS ~~ 7 i a J J W Z d r ~~ ~ ~ ~I ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ N (D (D U a I LRt ej Lo< I Loo r/.I TYPICAL VALVE SETTING nu I Vater M Cure/ XpIE 3'-L" p1A0ETCR TYPE "A" MNx4[ RaLI E USCp Al IN[ ENp 6 ALl B" SEKRS VI[RC n11rUlE p[Pix pES tdi E%O:CO 1'-L" OR ERIPT AS N01[p pMRVIi[ IN RAMS ei ~ .....................Op ...-__.--- -.._San-.- -r .._'._..-___...-_~p MH..--..-. --._..._ ~u vbdwR pe. 9 ~\ U. PRIM[ L COK0. voter sermlt~ %TyP.) \ Sanitary Latrral V MOiC Y nett' 1. PpCCRii PALL TxIC%E35 SxALL SE b" TRI 0.L EPTHS RNp RCIMpiEp PER ASTN C-IT6 App VIM LpNCIETC CQiDStI(G OC IOm PSI Al av MYS, T1PE 11 WnlHlp RlEnl. CiyPp LYrNI 9gr•aua r/• Iln¢~ I Ig• Lat 2L-1 i-- ~ Lat v I x<Bafr m Ip-Cmnmp6•Id. \ ~ a \ 5p L ~ ¢[ NPY[ 1 ~ ~ ~ E. AU RISER UUTS SHILL xRK A gNINJN gILM 6 le' Vlix ix[ CONRNMIC [aC SET EiK[N C 12' RNp 11 1/e^ BELOV iK lpiipl R NRrrLLE ~ \\ I I I `-Sltle Lat Line NOTE SANITRRY LATERALS 1[I 6E ~ ~ ` Yetx Iqn ti ~ My_ j -S`L'r' SEL IIfTC 1 IAyER PRyC. S MO <aR[TRY SK[p VITNTRM-KC PU1~iC0 vllHln la' gF [ENt[R pf L[IT Gn IrYPA ppVNHILL SIE Of CENTER W LDI. SERVIEI LOCATIRaS DETAIL N••a' J°bt v°I Rr•t.a,~rq Iy„t >EEVfApLE BEIKx I---b" • • fIANpAlm SPCCINGTIIX 1. Rll Ini[0.1W RNp [%T[plpp xANMLE SUaRCES ~'L $ PIIEPRRCp Pp1 G6ITING Aflp C6'11E0 lix AT LCAST 1] MRS pq TxICNESS Q PppCp f NT.S. ' .}+. .~'.T-a i, •. • . ~ b" IpN pEPIN I • 3/1^ P6L1t • • P-CII-A1 CPp%1-NISi1C AS IVNIiACtlpCp BY Ilmr[RIK RRTINpf IC. PCR CITY IDCGIIICATIW S „ Q p• gp, OR AS pIISCTEp J CRCx VRY. I 1?' B+ [NGIEDI SECTION GpVCR pVCP BM MRT axliiRl Tmi AvvnpvRL SHhL E xRE E a ppCCR3T MNHRC 4aP P1RVInGa. wYrRE TRN0:5 AMp <aVrpS. ETNppS tp SE YSF6 M ' ac~iiai ia`°1gmE Tn~q~Apuci"oi ~ilaks. b. GAA[r[p MRIrLL[ [piKCTO1S -aLL E r~?ETO P@IpKELUSpxmlYStx is vvc PwE.uE~ A bvITA0.C ApLPSEq REpU1RE6 / TENPpRARY Hl-VOFF e• LVY vxw/ AND SAMPLE TAP - TYPICAL FIRE HYDRANT SETTING --rrr ,..,ar ~" mLr RPngvcp ~T1O"I Y R N,•n•n)) a+~+ NWa LUttvrbn !In AAA lP" IX xQilER1iM. SIPS nRNIpE 1~ I~STARC Mpl PEMItIEp IX Y pR 1' OINCTERS ~, ~~ S/1' L,lrwzr0./ 6PtPRV Vw LLS Pyr Nr1.op•Law i1 M~ LAN & AX IWiSIE W IMIO[ PK 01~ L91ECrIR115 MNIMKRI i REPLYOEi I91SML ~Ai@iSiRUCICp Q~i R1WS 2' W LESS RmK Nx INKPi. TRSLE aln •• e1•' L IrmE0. w.wr Y cvcc.Rtr~ /~vW.r !,. ~VNn Sw / > tq y a v u.r . ,•° ~ STANpARp MANHOLE ; a A.. L ~.• W ey ~ a ~, 3ait van l ~ 0nvr r Ganwpw b'-p" Ie` 6 pKR TwPW Sam O STANDARDS DROP MANIR,E 11ETAIL x T Ra•era,Pr?~ TOP CONNECTION wmr PN. e.weY,y wt..r ayw `R••4•hh3 +at a>nl `Ewa vpw x,n wa. la,t o t . .s. y . N an• Ln>6L Rvwtpae Mec ti~. END CONNECTION IpY1< gaa m ptnT [M ,~, np.Es N,r...t• w m.r a v s.Ra .vo ~ z nm Pick opo -PeYgeravng ' 6 ' p NarL =po6=p= \ pSRnli Rep P.V.C. PIPE RESTRAINT „c. L L . m paE V=o•p o E p opo e O o p o sEm•NeN m N. snlunpR. PN%Y p mnn staP h.,, Enr%k~ nYELLCR N113]p M~ lock Vrp ono Ca~ge•abn bAet aPPravetl eauel a o p r~ nlm \ 1MratlraH atNYl Stop LER 15006 21• --1 I 1 -e] ]/r--~ T ~v9 IIa•~ SOLIp C-VER ~°.' f I _L f -- L -.I ~ nvwuv N•+truvi•v tcmi ,( \ En 1 mom an., n ~~\ ~ ~ a PVOVea epual < lAP AT 19' ANGLE ) srtlar .va.rw en 1' P.VL. aMy voter servKe rw~ng SadS4 fhaR have tlvuble ~ ~•~ Drbcpobr SIW or CYrppt/TwOCey larlr,n atrel strvP] RNn xa 5013 9. ]106 Pay<nyl0,v RING -SECTION _r ` ~ a~ctia ran Gbvtly~ Y t M Vagnt 89 IbL NO ES SOLIp WV SECTION ~. I~o.c rzsr wns,c ~ ~Pi~: a er an LL L s Pa„ y na NT Rty ae lvs 6L ca.Pr, o- ~'ra~nLt IEp ,..,,,a R p, L.P, %o„wa isa PKKCe n®YC wy iai aAO •:nRNNau S Ices zi.m 1] 9o sRlNgl .CHLORINATION TAP SA MA NITARY SEVER NIQ_E El1VER NT.S 9 28 Ifi ~,~ ~i„ia ~g,a~ cmrcpan CO1a`~hr ~` ~'~~~~~•~~ ~-_~~l~~P~YI~~~ ~~ g' ' Lm3De ~ Gk~H~ METRO ARCHITECTS, INC. METRO ARCHITECTS OFFICE ~ "' ~~ ,~ "°°°T W ~ 31 4 SOUTH MISSOURI AVENUE, SUITE 311 S~in CLEARWATER F[ ORIDA 33756 WATER BC SEWER DETAILS , . Lm/PL 7 eA°E N Q W Z a r MAP OF B OUNDARY SURVEY STREET ADDRESS: SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST XXXX SANTA ROSA STREET XXXX COURT STREET Curve nuMber 1 Curve nurfber 2 Curve nurlber 3 CLEARWATER, FLORIDA -------------- -------------- -------------- Radius= 335.50 Radius= 33550 Radius= 335.50 Del ta= Ol °24'01' Del ta= 12°48'30' Del ta= 12°48'30' Arc= 8.20 Arc= 75.00 Arc= 7500 Tangent= 4.10 Tangent= 37.66 Tangent= 3766 ~ Chord= 8,20 Chord= 74.84 Chord= 74.84 ~ ~ 589°56'05'E 8.28'CM) N82°Ol'41'E 74.73'CM) N68°52'31 E 74.83'CM) p04, •f CI 2 2016' - IpAA / ~ . 20.5 ;20~ w4nr,ri4~'~I i ~ ~ 15• 11 21 MH yy ' '4~~' y1 I1y~ 7 ' " '~ ~ 4 . 1 1.4 SC (TYP B) r'II yr`$$M ~k r"~SA/ ,1471, 4 ' ~ ((:: J / fr`N'I h/~I,ry~N1~''Ir'lllrll 01?, Ill ` f, IlNllll'ir1111~~IN~1~NIfJIIJ n'11~0'Z'~ xr l,i l! I xllx'1 ti rl 1 4 ,Y 'll' 'I ril 4 '• I I;i ll p l ll Al l'• I"~4,1" IL ~ ,l ' ~ ~ I ' l 2 ' l / ' , 1 , , , n , r . l ,~x ~ i ~ l l r I x l r,.,,,,y,. ~f J „•.,, „r, .M1,ll( .1. rf r+rr:l~,:,rr,.l, nl x!,1111 YiN1 x.r, 1.411111 ~M1,'ilV, rM1r d1+r,1.11wh .I r.rn .! l Irl r.rn ,411..:,u4u'I. rr:,l ~:ll .,r a.n.N.2D. ,I x111,4"11,1. l ll,If :.. / ,,. .1I1: ,!, I ,, 1:.EP;1 : I/f41,, ,4: •n1. r,INr,r M+"l~. .. (.,.4x11 ,. 1111x,. 11 rl}"I~:rni :'r If NN rl/ lilllrlN xl 14~:N4 4..11x4111 ~1 I :. "'I I/"l4 r,ll d:';N~'' 5.x.,11 danr/(I(.,.rllny 1, 11114M1 4y1,x.1, rlla ,.,1 lli .x. .x.1 .xxt.a ,xlu: .rr.~4F",... +o.r ., .,.lllr:ux./x:rrx,xlrl.x.l~ll:;d 11x:,1 l'.r..~y,:.•. ~q. /Ilr,x .rx.,I I.,h ,: rl Ll.x:r 2 x.x4111u~x,l.lipn!,JrF.ll.rxrN,,ly''xx1,x .141 ", 1,: x:r.,..A Ik:. 'n4,.,1;1';Iln+1.r'rxnxLxll,.,,N}ll//P:'U!I'JNlyrylll.ux:~lnd,'451(..nr.~,I,.1.1.x4d„11 :rl'~1:.,,,.llit.. x4':1 ,xllrrx.n* !xxx1.1.;".IN•xu.rr'~!L1G:!x.+:1N,1x1'1141111Po4n!4'r`t er: ~4. ..x .r,Yeq, y 1v 4rx.r.r,.µ~aA~!{o r,.r:Irh +lll .. rh,, ll/. !.Ind,G llx,, ,h.;.lll/! o-.(.~Il ~}.:4. 4.4115 y. 4. F1~ I :y,~'y~l};.;4A4.1' ,~i .qx:l 1 r u 1 .: ~ 1 "~R 9 x Y'a1;,, r(dl `'nl llroe~'r4 ~~ 4.'! !r; F P r yfll 41 20~39,y1i p ! 'r"4 y " ~ F d 1} ~'~ , I S} ti" ~ ~'ll ~(~' 9i' ~ '~ 'l ' 4 "'F ~ EI ~ gh ~ ' ' I ` " ~ ~ F l p ~ r 1 . ~ 1 I , l M1 , I t hx, 11~< ~ l ~ i N ,; N ,~ry',n~r,*i ;'. ',n l ;~f'a~~11 it 1 ~1 y It1 °1,I1P,,.,;,,;'% j~~lrl,,,'I~w~ j,';!,1 1~ _ ;y;ti 11171 , Y,yil~,! Nor l~lx; ~~ r„11~'f14r,y z COURT Yy ,,,,' 1 1 p! ti i11 /;4:!x11.,! STREET (P~!I".'N;I~x, rr,.,Y,}IoI,N, ,N1, i,Nn xr,l~ ,:,,4.; ,',,6~Inx,o.ru }1lM1~N(~.,,.,y~r14 yrr,~rl,,N NO SCALE 1" 40' ,61. ,~1" r!,,xJ,111,gn,x, }filt.,l~~,r,+,4ohx, 2,5.5 , rdn.lN~''!il'~rr'x¢,~N.1 r~rrxl xla . J~ 1 ! r "Ir 1 n l ,'h 1 I' ~ 4 l 1 l Ir 1 i r ~ . ,. . . :. l x . , 1x1 lrir lJ il, h1 1r y li lfxf l r / 1' } lll 'pnr 14iy1 y r ll~ ., nil A,y;111 ~ l4'kil r1'+! 4r'.ilM1~ii,.!'I!r';~;W O lllN'.• _ ,~ o,; IL 1n~ . ";n drr iyd;,ll ,7i rlt.n~x 11411, i3 {~?;lll Jdllll~/rxry~r,~J111~}ul, ~'~II/'4J ntNlllJ X111 ~~ p1 " z4' 20 1`Er2 1.'. r l "I a 1j4 ~l C~' N y 4; TERLINE ' ~1~11 f ! 11r SANTA ROSA ST (FLD) 4 ryl 1 a'; 16 y4 ' ~ ~ 4 ° l ~} ' 4i~ "~ l I l / ; q. . ~l 4bnNI ~ 4 , , ]~ p, 7 i ,;4 x„~~~~lyyyF 1~; i r " 4 y1~ ~i' ~,Niill 4r.;, i 1Ni1'rl4r ylk ,19F~tlµL~,1{ 15 lpl 1'~l 'y~x~, a`4~ ~ +. t SA/MH i h r{kr. M1 y 1A1111~1 h,1'N'1, y915Jry x'111 %)%IIxN'x''Ily'}1'!x»!71)}107~1N'llj~~ll}Il~l ~lplN4'1111~1 iy11.'I I~I~}4111+IM1IIII,~y l~xdxlilll~~f4ili l~, 111y1y~N,•11114~4%li~l.IV ,.14.h '~II IrIV,(lll: th o3 ..:!r' 2u2 3) -cP~ X71 l. / 1 ~y~ BM#D ln x yl rd " F 1 l ~ l ° rl ~7 ` r ~ ~ ~ ~ y ~` Q ( 5O i1 lli ; . ~!~ ~;,`!;, ~1%di~;l 11/r li i ll411ri~ h~lll ~lh2b~ f~(r '~;/;~~/~; i~llll ;~l 0 60' 20• 12• I; rIINI';;11111 N 61~1xx. d~~~ ~ i~'~N~ !h~ii ~i~'l~ 1ryf{lEPl'il 'd h ES ~ 2 . . ii 6~ ?G 1.4'SC 21.21' cq ON 0 4anr.r•p5 1.~ a' FIR s/8' 21.4' 0.3' 20..... • (~Fdix 8~ 1/ ' d , , 2 CP) ~ C2) X i.•,.,..i~ 241.80 NO ID 22.D' 21.9• 6'CLF _ 2y(D) • ND 1D,.i~h~~ N89°41'2TE 241.69'CM) R Dw ~ 14• •~• , ~l !''M1Ik~!"-~°• ' FCM/ROD 144.5'CDJ ^ 50'CP) 41.8'(P) Cl) 1/2' S0 q ~ FIP i4rx~,'!.y;;~11¢/ig1lyr'i,:. ~,t Z S41 ~' ~w FIR 1/2' 4 ' -. -: , ;yu l ,~}t y;: 4 X4' :' H 14• ;r(, ,,6:4. ..'r.14 I ~ ND ID O ~ Np ! P 1 ,.... A D 0.22E NW CDR U1 FCM/ROD ~ S ~ 8• i'~A~S""'RKIN~1 N 'P 0 0.01 1 ~' N w " ~ '' q" PA N 1 l ryl -_ _ - ^1i 1i}? n LOr s 4X4' 4; y 4. l 'llgli~a1;~.1.•n141 .a a - - -f- - - - - - -I- - - -NO ID I ;'~%i'1 ^ , ~ .1,114.11' T ..>/. 0.02E ~,"1'w,AS 4Zgy'' ~ :..4 / 3U' ~ i ' ~ at 1; n ~ /2 4 6 ti 0.60 N o l ,~ i 1!% l(rf•~ ' R I I I ' 51 I h „r ~~f , , ~ l r l WE q ~ll ~ F o pupa Loi " ~,~ur,'r~;;i;rill~'- M ,,,.:.1(.^:GSW o p,~38574/015/0040 36• ^ r~';,,1xN!N 8• ~ 5 22;p3 • 21g6 N ~ ~ Q ^ ~ R a a a ~ LOT 3 ~ ~ LOT 2 ~ LOT 1 21' is J X21.4• LOT 45 21.1'X ~ ~6, X •, 7 8, LOT 43 iv N LDT 42 ~ . , O O BLOCK D o 21.2' a FOLIO# 38574/015/0430 v 3 p O i 4at. ~ ~DRY n 3 w ~ c 0 S j FOLIp# 38574/015/0450 I r~ " T4/ ENT FpLlpa 3857 /O15/00J0 ' o r p I Z p ro ro APU R ~NG VACANT L D T p 2 D p ~ ~N x 10' ~ FCM/BRASS ,~ 2,~ o ~ ~ FCM/ROD 21.D' 2 :4' ' 12 • 4'X4' 3 RDD A ) ru O 6. X 0.7'ON- 22.6 ~ ~` ' ' ~ X3 _ - - _ _ - - FCIR 1/2/_ 36' ~- 7•_ _ - 21.1'X o- _ _ _90.0'CD) ND ID - - O 3 - _ _ ND CDR ND ID ui 5' UE NO ID ~' (P 60. 7'(MJ o L 7• '/ 22.66• N89°57'24'E 89.93'CM) p7.5'CC) FNDITYP) ~ NW CDR L8 5' UE 22.0• 21.9• L6 FC / -~ 6'CLF F M 122.1 m;;h~11"° '-'~:1/;iM1'1i'~'t `~ LOT 19 - - - - - - - - 0.3'pN EVANS 21 2' 4X4' :'S'7i~1~FCM~f'1 V7""1~~'I!~4' - - - - - - - - - - . B.B' 21.8' I N 11ry1N Ir II f, 111114 /1M1'r11h ' LB# 293 4 X4 ~' ~ ;i ~ '~ 1 / ~y "1~~~ p{j , i N ID Ica lll ( 4 i I j ,'a+ I 'd41ND D r i^'~22 ~ ~ ~/ I 41 OI.IM1I~II~lhltilnli~)~Nilra"~lH ~` t I I I 4 1 Ni4 ~ ~ ~'y% '1 ly 1 ' ~ x ~I ^ ~il yJ ~ ~iq I ~` ' -~ /Q ~ I A, ~ a x ' Y I y lynl ~ ' W~: ~ '- ~l l l ,i i N ~ ~ o /~,~,`~ Iw I l~~l, ~h,, dlltil~i~t 4!,t a, I'h1N1 'ay I I m I d ' 114111 Ft Il~f 141 Q 11 ~ o ° $ /w ~ ~ I ~ ; ~ I 11 M1y4 a .,,-14ry,4M ~~ I~7 O FDLID# 38574/O15/OIPO o o Ei2/ 21.8' I I,,,„', 1~{4i1p,`uN1i".e ~' u,.y 4L ,J O ~ ~ /$ O X BLOCK D m I '~'~~ NIrx2)r I,~,;ry1~1i;7;;~~~i ~ 1 . 1 l'~ ' 7 D i~1 '}14A 1111, }xyd l O ^ ~ ,1 N ~ih o r'1'y I i ~%!41"'r4 © V1 1. 1 ~' / V ¢ 14 • a m l 2 6~ 1i i/ 4'r! m FOL 10 38574/01 /0220 v , ~~ ~~ ~ o , ~ ~ I I I ~ ' I I . I ~ ~ o ¢, ~q g a , :r~ Q ~ 21.0 y ,A q,:;,x,,rN ! / 19 12 O O p v // X ~ ti T Ijh~Ir ~r"4'x11!1 (4 r'~4r 1,~ ~)'~'I~('~ 1` ~ 7 n 11,I,r p 0 11 /0 ~ 9 20 ~ ll l , }Ir r 8 7 I , . p p ~ p ~ 6 ~ IJ Nriill"8~~1 y~~"l ;J, ~~23~ aN' P4 25 26 `' u~i ~. ~ ~~ I I I l a I I l;ti„~AIA::'k x{4 d;x ~'r,,,l~ ~ I I ~7 ~9 ~ ~ ' r ~ '~ralJ1 '.ti ~ p ~ ni~i4y,r) ~~ ~'f,~o~14titi4p~pI 3 ~ ~ V A C A N T LOT ,+ I I v I ~lyi(lli~~r ~l~l,'r~gtJl; ' 1471 ~ ~ M l 7~ 1 ~ ~ M1 1 1 pl,), ~e0 1 ) , ~I.1 N'e~ ln rtlti,/} )1 a ~ 21.5' t.. I :L O 0 FOL1pM 38574/01 0060 p I Ill{M1~~ 4"~~I+(1~~1~' iy(s(Ir%1:1i 1~i~^~ y /0.1'ON ,b 4il~IG~ ; ~' tii " 'n ~ I Ijl+ r' I I w I ~ .~ y4 ): M r J , % W yx'1 ~ l4~ti N I I ~1~,1~Nx%3~ ~ :1 0 o d ~ 1 ?r~{11114 1rArlll'fA!I'~ii~?f+'~~r+x.,'1•,7 ] t3 YM' •: '~ 21.5T r~ ~(~;x 6' I ~ ' ' 20 .;'L I ,~ 1 pp ' 1 f ' 41 ` ' 11 l I .l . lr , Ar ~ Ir')1 ~~ll p 4 1 1 ''' 1' H 2~ '1 111 'yl~ 4 1 p •y.•f'~ rq `~;~ X I. I '~~p~,IplM1~yy11k, ~i ~rralxl'~r'.; '~i'+ li1'~;'ri+/ y9 {~li~l ' ~,t ' ' ' I ~ ~ ~ ,. } ,'1. > .r4Sr,N, i y~ h.(: 1.8 : {:; U, 4 iy''N1P1, ~~: .y'ig4i,Yg•,il?i1~ 15 Z ~. iW y F'71.~~{ f ;, 5. 1"1 1.'ly 'i"1 ills , ,1i I I I ~ ; r~l i 1 ~J~ rf " • W ~ }j) ~ ~ 'i' r ~ ~ , nr~4 .. , ',1 ~ }II l l!±ll ~ ll FCX) ~„+ q 2~~';:i : p~p ~y ~ '.:' 1.76' a if r'kr% ' 41 r g I d ''''1111;4!4% ~ ~ 1.~1~1'1+, I fr,; Y 1 FIP 1/2' ~; :•~' dlu; 1~~51' ~u,11~ l~,lxwl , H;r 1,"14 147,5'CD) Np ID 'd4n'r 11 3F'~ ' V• L9 '? %F~'~ ' ; h4 22.06 12 :; g 6 } i ); I r,, 10.0' , . ii%~x r.r x rx. tix-lrax~' 589 58'20'E 147. 3'CM) 0 SW CDR (irA.FY:??"1°.?~ 22.2' 2tB• 03!3 ~ CD) . LOT 19 160'lD) 20'CP) 20'lP) ~';"~ PO,'CP)°: 20'CP) 20'(P) 20'fP~ 20'CP) 20'CP) 20'lP) 17.5'(D) 2.52 E ROW BM#B ® s'CSW FCIR 1/2" 21.99• 2.0 ' FClR 1/2' 22.0' 21.94'Q BM#C FIR 1/2' ASSUMED BASIS OF BEARING " n - * , • • , ! ~ TEL - MD ~vANS - ,;• ;,, 152• Lam N90°00'00'E 219.94'CM) t•.LB# 297;1: 21.62' LB# 2937 CI 21.55' `o SA/MH ~ 59' 2'VG CTYP 'F') 21.51' ``'' 213 ~ ' ~' . ,. 21.46 220'CP) . 1 .; C, ...+i}I'l;;/r1y.'rr1 ~:.1,1!r„P~ r,:~l .. xr. 11'1,;4 p¢~4,'!n'1x~ 1.20'i!i'hll'x'4M1:1.1 tr p.rlanr.,7rlr Hi~ ~. :`Ipllwli}r •Irl r.' yIlf~N it/illnt/C IIhN13611/nl) t~~;ll;nfr¢EP ~II~)M1111Iur1111yi1. Jly~l ~li',~y/'I,l1r('2P rr4tllll llll'1,4N1i91}!1~~4'f,l7. rllrl r4ll.Jll~l'~1111j 21~1d~Yr .~111i11. I,2y11037 ~~11 rh,~ 11 ~I,II xi,h1 114 I1 nIG IlJnll 1 n1r k14 i lll ~;4i 1 11l~ 4NII~/~r /.'x0,r(~ l~n4pr 1~4"y~ fll '~II h~4 4'1'4I I,M111411 ~lSn l!}lH i ill'~'I<! 11 51 44 ' M11'1"~~ '~ ~ Il '~~Yr N'y! ' ~ 1 1 ~ . r 1 1 j y r 1 N , ~ _ ,. l, 4 g N, ~: I 14 l i. M1 r L 1c : y1 .,h" f y I ~~i14 j N 1.. 61 !jl J y~l .h"~lyt4M1~t71"r.~'M1~:iJI'.Irll~o41 r1E~Si~~r1~n{ilrf4 9lki4~„iU.fx141~~~iYi1NAuerkla`VA,il~r4yLr u1'~t14+1411km4,'i:Ixli7~rJ~ay"h 4'Ni11x44oJ ~'y'1 ti~)M1 'ry'' ,r7r 1,4,1f,, a7q-,ll ~ rN?~ !~11~l~ 1ir~l 'til"'~ 1, ~ ~ ~ ~ I r~, ~~I1,5Ify;; ~k11 , lJlr4,1~1!r 1i1114x:n::.°,11e1I CHESTNUT STREET (P) COURT ST (FLD)1xn,~A~p 44( ~I 11~~,1P lll,l 4 1 ~41r4 ~ ( N "' ~ 4N ~r 1 1 ry 1 Ir @}, . 4 ~ q1 alllr1 alN hl g4 11 9 4x1w' 'trn 1,74 7 9M~F n N r r+4~ a1, hn~ L v, ~741LN111114~11 1,}p thJl~'h } '~ :11711fr',."'Ihlill'"'fM~'y~ I14h17}111i1 !VrNJ .IA{-'11x0 ;~r i14$T~rv,M1~l~1 V"4 M4,J0~' ROWihN.I(1i1~~V h1(ll~(ICI 1~~ } 411A4 ~~1't ' ~~4 / 1 l~l~ f}l; r~ ~ i + ll ~ 4 ~ ~ ~ 1 4 ~ ~ 1 ~ ~ ~ ~ J N 1 , l l 1 y/Y11 J r 2 ll, ~~li~ q ' 4 Nll ~1~ / y ii . 6 y l i %%fN r, Arj '11IIr I'i~. /, 2~• 1 ~ J71'l ' "i~M1}'}rr,'I~.1~~;I' YL~ r11 „l rr . rYl~~i;N ~P 1 lll r' ~1i 1 I r i r 41 u 1,' '~ ~ 1 j!< ~j +u : ~ 19 1 ~~di 4 u ; l , , ~ ." 1 l!;~~ fi . 1a , hl }I 11A1 IA1i11111 11 i1 7 +W •CONC MEDIAN. ~' ^•! i ~:• .:ir I' SA/MH Q . ~ 1 '22.36';«r: •,22.33': ~::L': i{' .w• . 22.24' ..r "l~. l 1g ~ f'> ~ . . , rl tir a 41 l N a k 1 k I,n4 „•ya• i• n,~•' .. , ~ ,.I ~Nlx:xP. 1. ,;4 n' x8' h 1 ,•~ . • %! ~~ 4 22.24. '1 iW 2.5 ~'.,.,. . l~'d~l ~ , LINE TABL E LI 508°21'42'E 113.92'CM) L5 N00°ll'13'W 99.84'CM) 113.86'CD) 100'CP) L2 S89°44'S1'W 30.06'CM) L6 N89°43'26'E 29x85'CM) 30.0'CD) 30, 0'CD) L3 500°14'04'E 99.76'CM) L7 N00°14'4TW 102.21'CM) 100'CP) 102.10'CP) L 4 N89 °58'1 S'W 90x01 'CM) L 8 S89 °56'17'E 220.01'CM) 90.0'CD) 220.0'CP) CERTIFIED T0: JEFF PUTNEY SCOTT MORTGAGE VERTICAL CONTROL INFORMATION FREEDOM TITLE AGENCY, INC. VERTICAL INFORMATION DEPICTED ON THIS SURVEY ARE BASED ON OLD REPUBLIC NATIONAL TITLE INSURANCE NAVD 88 DATUM OBTAINED FROM CITY OF CLEARWATER, CLEARWATER TREE LEGEND BM# E-07, CITY ATLAS PAGE 296A, ELEVATION = 35.8625' NAVD 88. LEGAL DESCRIPTION: DIAMETER = OAK BM# B = 22.17' SPKND IN CSW WEST OF SW PROPERTY CORNER LOTS 6, 7, 8, 20 AND THE WEST 1/2 OF LOT 21, AND LOT 45 AND THE WEST 1/2 OF LOT 44, BLOCK O, HIBISCUS GARDENS ACCORDING TO THE MAP OR PLAT ~IAMETER BM# c = 21.8P' SPKND IN CSW EAST OF SE PROPERTY CORNER THEREOF, AS RECORDED IN PLAT BOOK 14, PAGES 55 - 59, OF THE PUBLIC =PAL M RECORDS OF PINELLAS COUNTY, FLORIDA. BM# D = 20.52' SPKND @ SOUTHERLY EP OF SANTA ROSA DRIVE NORTH OF CENTER OF PROPERTY ®= RECLAIM WATER VALVE ~= FPC BOX ® WB Q= GTE RISER Q = CATV ~ UGP y(= PP LEGENDS & SYMBOLS '~ = LP ~E = CP (- =GUY ANCHOR + = FIRE HYDRANT -~ =WATER VALVE O =MANHOLE ®=IRRIGATION BOX AC =AIR CONDITIONER CI =CURB INLET EP =EDGE OF PAVEMENT FPIP =FOUND PINCH IRON PIPE PC =POINT OF CURVATURE (REC) =RECORD UE =UTILITY EASEMENT AL =ALUMINUM CLF =CHAIN LINK FENCE FCIP =FOUND CAPPED IRON PIPE ERRS =FOUND RAIL ROAD SPIKE PCED =PINELLAS COUNTY REF =REFERENCED W =WOOD ASPH =ASPHALT C0= CLEANOUT FCIR =FOUND CAPPED IRON ROD F(X) =FOUND "X" CUT ENGINEERING DEPARTMENT ROW =RIGHT-OF-WAY WB =WATER BOX BM =BENCH MARK GONG =CONCRETE FCM =FOUND CONCRETE MONUMENT GC =GRANITE CURB PCP =PERMANENT CONTROL POINT SA =SANITARY WC =WITNESS CORNER BRWF =BRICK WALL FENCE CDR. =CORNER FDH =FOUND DRILL HOLE HWF =HOG WIRE FENCE PC =PAGE SEC. TWP. RNG =SECTION TOWNSHIP RANGE WD =WOOD DECK BLDG =BUILDING CP =CONCRETE POLE FIR =FOUND IRON ROD LP =LIGHT POLE PI =POINT OF INTERSECTION SC =SLOPE CURB WF =WOOD FENCE (C) =CALCULATE CS = CONC STEPS FIP =FOUND IRON PIPE (M) =MEASURED POD =POINT OF BEGINNING SCIR 5/8"= SET CAP IRON ROD LB 117101 WPP =WOOD POWER POLE CA =COVERED AREA CSW =CONCRETE SIDE WALK (FLD) =FIELD MTL =METAL POC =POINT OF COMMENCEMENT SCR =SCREENED WS =WOOD STEPS CAN = CADLE N BOX CW =CONCRETE WALL FN =FOUND NAIL 0/A =OVERALL POL =POINT ON LINE SH =SHED WW =WING WALL CB =CATCH BASIN (D)= DEED FND =FOUND OHP =OVER HEAD POWER PP =POWER POLE SPKND =SET PK NAIL AND DISC LB. 117101 UCP =UNDERGROUND POWER CC = CONC CURB- DE =DRAINAGE EASEMENT FN/D =FOUND NAIL & DISC OR. BK. =OFFICIAL RECORD BOOK PRC= POINT OF REVERSE CURVE ST =STORM V =VINYL C/C =CURB CUT DISC =DISK FPC =FLORIDA POWER CORP. PAD 0/S =OFFSET PRM =PERMANENT REFERENCE MARKER TEL =TELEPHONE VF =VINYL FENCE CE =COVERED ENTRANCE ENCL =ENCLOSURE FPKN=FOUND PK NAIL (p) =PLAT PT =POINT OF TANGENT TOB =TOP OF BANK aaao VC =VALLEY GUTTER CG =CURB AND GUTTER EOW =EDGE OF WATER FPKND=FOUND PKNAIL & DISC pB =PLAT BOOK PVR =PAVERS TOE =BOTTOM OF SLOPE x EXI577NC ELEVA AONS SURVEYORS NOTES: SEE LEGEND FOR SYMBOLS AND/OR ABBREVIATIONS USED HEREON. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH NO INSTRUMENTS OF RECORD REFLECTING OWNERSHIP . , EASEMENT OR RIGHT-OF-WAY WERE FURNISHED TO THE UNDERSIGNED, UNLESS OTHERWISE SHOWN HEREON. NO UNDERGROUND FOUNDATIONS, STRUCTURES, INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN HEREON. THIS SURVEY IS NOT VALID UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THIS SURVEY IS VALID FOR 90 DAYS. CERTIFICATION: FLOOD ZONE: "X" I HEREBY CERTIFY THAT THIS SURVEY MAP WAS MADE UNDER MY DIRECTION COMMUNITY PANEL AYUSO SURVEYING, INC. ON THE DATE SHOWN AND THAT IT ACHIEVES THE MINIMUM TECHNICAL No. 125096-0108H PROFESSIONAL SURVEYORS & MAPPERS LB #7101 STANDARDS PER THE BOARD OF PROFESSIONAL LAND SURVEYORS AND MAPPERS DATED: 05-17-05 3851 62ND AVENUE NORTH SUITE J IN CHAPTER 61G17-6, PURSUANT TO FLORIDA ADMINISTRATION CODE, INFORMATION SHOWN HEREON BY N^ MEANS PINELLAS PARK FLORIDA 33781 SECTION 472.027, FLORIDA STATUTES. REPRESENT A DETERMINATION ON WHETHER , 727-528-2399 OR 528-1839 FAX 727-528-2038 BY: DATE SIGN: 08-03-2006 _ - - - - - - - - - - _ _ - _ - - _ PROPERTIES WILL OR WILL NOT FLOOD. LAND WITHIN THE BOUNDARIES ^F THIS , E-MAIL AYUSOSURVEYING®YAHOO.COM ERROL A. AYUSO, P.S.M #5955 PLAT MAY ^R MAY NOT BE SUBJECT T^ FLOODING. REVISIONS DATE: FILE N0. 60043C07 SURVEY FIELD DATE: 07-30-06 CHECK BY: EAA DRAWN BY: PYW FIELD CREW: BR/ST ~ ~ ~ r ~ ~ ~r ~ w i ~ ~ ~ ~ ~ ~ ~ MAP OF BOUNDARY SURVEY STREET ADDRESS: SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST XXXX SANTA ROSA STREET XXXX COURT STREET Curve number 1 Curve nurlber 2 Curve nur7ber-3 CLEARWATER, FLORIDA Radius= 335,50 Radius= 335,50 Radius= 335,50 Delta= 01'24'01' Delta= 12°48'30' Delta= 12'48'30' ' Arc= 8,20 Arc= 75,00 Arc= 75,00 Tangent= 4,10 Tangent= 37,66 Tangent= 37,66 ~ ~ Chord= 8,20 Chord= 74,84 Chord= 74.84 ~ ~ S89.56'OS'E 8,28'CM) N82°01'41 E 74,73'CM) N68'S2'31 E 74,83'CM) ~ ZppA' p36' COA4~ ~ / i ~ .. . 80.55' _ : 2~ 1~T 1.4'SC CTYP 'B.) - x21.15' ~ /~ l~, ..,_ - - - - - _ SA EP 20 9r 2o~z' . _ ~ __ /2 ,~ COURT STREET (P) 215.'.._ _ _ _ .,20.99' - ~Z, FNO~1D SCALE 1° 40 SA/MN _ -SANTA ROSA ST (FLD) cFrvrERUn,'E - ' zo.tiz' ~~zpzn' - 6U' ROW -- - EF ~~ 2034' Z 29 ~ ) - -- _ zo9~. BMaD '. oeo' zo• IZ• ~~LSW C3 5G~ G N~j - 1.4'SC__ - 21.21' aj -^~~Jl'•.2p6. Zpy' N ~' 241,80'CP) `~ FIR 5/8' 21,a' p,3'ON 2pgA. 2' ~~ ~~/' N89.412TE 241,69'CM) Row ~ e° ID 22.0• 21.e• 6'CLF C2) " 25'cD~ No_!~' 2tl/ FCM/ROD 144,5'lD) ^ 50'CP) 41.8'CP) (I) 50'CP) 0.3 ON ' °` / 4'X4' q FIR 1/2' k FIP 1/2' 14' , ~-~' ~ ~ Z ~ NO 1D i NW COR ~ FCMO/ROD o 0.01 S ~- Iae' /ASP~~Ip~ ~ ro ~ LOT 5 --- ------- 4~ ----"--~- PA jV W I I 30' I T 1/2 ,r~ {i. ~ ~ FOLIO# 0.60 N WES q4 0- p ,~ 38574/015/0040 I I 36' I~ LOT ~~ ~~~ in ^, g" p3' ~ o ^\ ~ 4 ~ ~ ~ ZZ-.~~, 2196' N ~' ~ 3 0 LOT 3 ~ ~ ~ 21. X J x 21.a' LOT 45 21,1'x ow, 7 6, x ~ $ 1 '., N ~ LOT 42 LOT 2 LOT 1 LOT 43 ~ ~ o 0 o BLOCK O o. 21,2' ~ ~ FOLIO# 38574/015/0430.v ~ V• m ~ ~ I I ~ ~ ~? / ORY ~ 3 - ~ FOLID# 38574/015/0010 2,J FOLIO# 385 74 /01 5/0 4 50 r A~T~O, s ENT O ~o I I ~~= ao VACANT L DTI ~ ~ N,APART NG V Z A W<M . 8• N $U1LD~ Z 21,8'. 2'W ~~`j FCM/BRASS ^ x i,~ 'v ~ 10' ~ ] ROD q i.4' 0 21.0' 6' ~ FCM/ROD ~ ;. > N ° 6' x 0,7'ON 2.6' t2, 4X4' ~ NO/D °--'~---S.UE---- FCIR1/2' 3.6' .:-~ ~•____.~ 21,1'x 7 0__ ___90,0'CD) __ NOID__ NO !D CP 60.07'CM) o - ~ • 0~ 'r 22,66• N89'S7'24'E 89, 93'CM) 27.5'00) FNDC~YP) NW COR _ - - -L8 - - - 5' Uf ~22A' 21.9' L6 EGI ~ - ~ X 6'CLF F M "z. _ ~ _ _ 4 LOT 19 3'Ol~ ^~ / LB# 293 21.2' -- NX1D iN. FCM r-- --- -- --- -- -- --- ~ 00' 21,8' , ~ 3 ~ i w I; NO ID~~ e259~: ~ ~ ^ /¢ J ~ ~~ ° ~ I /~ ~;~ I I I I i~o.l I I I I I I I ~ ~ FOLIO# 38574/015/0120 0 °o I /2 2% 21.8' I I I I ~ i I '' u I I I I I ~' I N o /g'O x ~ ~ ~~ ^ ai ,~ ai /V.¢ BLOC O o poi ~ ~ ~ ~ ° ~ ° ~ 21.0' 14• m NI 22,63' ¢ ~ FOLIO 38574/01 /0220 ~ ~ po19 ]2 00 ~ Il Q 10 ~ ~/ 8 7 6 x ~20 ~ M~ ~ 24 ° ~ n 3 ro w ~ o ~ I., 25 26 27 29 ~. ~ ~ "' VACANT LIO T ~ i I ~ O ~ (ti ~ ~ I /0,1'ON 2151 I F(1LI0# 138574/015/0060 I° II li I I I I I ~ I p I I a I iI 21.57• I I ~ I 3 I U I~ 5 2 "' a . ~.~dlf FCX) ~ Z •., + { ' 21,76' Z ~ nl SW DR ~l ~`q ~f 22A6' N 219. 147,5'CD) FIP 1/2' ::. _<:. •._...~ 2zz• 21.8• 10.0' lo.o' ! S89 5820E 147, 3'lM) 0.0315 LOT 19 160'CD) 20'CP) 20'CP) j:. r~ 20'CP);;'~ 20'CP) 20'CP) . PO'CP~ 20'CP) CD) CD) 20'CP) i ' 20'CP) 17.5'CD) 2.52 E ROW BM#B 9 5'CSW FCIR 1/2' -0H 22,D ~' FCIR 1%2' 22.0' 21.94.9iBM#C FIR 1/2' ASSUMED BASlS OF BEARING - ~><~• _ N90 °00'00'E 219, 94'CM) ~ r~iBd ~ 9 ';,;. 1,92'. HP - L'4 - VANS- - - - ti - - 7EL- - ~ -P1O 1 :k;:=!'_ ~;~l.~i',:~ 2 .SS' 2'VG CTYP 'F') 21,62• LB# 2937 21.51' CI 21,55' ~ SA/MH O M C/C 2130.. ~~ 21.20'_. - 21'u ~,2i:o3 CHESTNUT STREET (P) COURT ST (FLD) !00' RDW 22.16' 22.22' EP ~ 22.08' ? 22 36 ; : , :; CONC MEDIAN: ; ":', 22, 3% ` • ; ~ 22.24' SA/MH O , I ... .. ,yam, . X,,*. .,,,. 22,52' 22. ~~ 22,24' "-- ~ --~: LINE TABLE LI S08'21'42'E 113,92'CM) LS N00.11'13'W 99,84'CM) 113,86'.CD) 100'CP) L2 S89'44'S1'W 30,06'Ch1) L6 N89'43'26'E 29,85'CM) ORIGINAL 30,0'CD) 30.0'CD) RECEIVED L3 soo•14'04 £ 99,76'CM) L7 N00'14'47'W 102,21'CM) 100'CP) 102,10'CP) OCT 2 7 2006 L4 N89'S8'IS'W 90.01'CM) L8 S89'S617 E P20,01'CM) CERTIFIED TO• 90,0'CD) 220,0'CP) JEFF PUTNEY PLANNING DEPARTMENT AMSOUTH BANK C~ Q~ CLEARWATER VERTI A ONTRO INFORMATION FREEDOM TITLE AGENCY, INC, OLD REPUBLIC NATIONAL TITLE INSURANCE VERTICAL' INFORMATION DEPICTED ON THIS SURVEY ARE BASED ON NAVD 88 DATUM OBTAINED FROM CITY OF CLEARWATER, CLEARWATER TREE LEC•END BMq E-07, CITY ATLAS. PAGE 296A, ELEVATION = 35.8625' NAVD 88, LEGAL DESCRIPTION• DIAMETER BMM B = 22,17' SPKND IN CSW WEST OF SW PROPERTY CORNER LOTS 6, 7, 8, 20.AND THE WEST 1/2 OF LOT 21, AND LOT 45 AND THE WEST !` =OAK 1/2 OF LOT 44, BUCK O, HIBISCUS GARDENS ACCORDING TO THE MAP OR PLAT DIAMETER BMq C = 21,82' SPKND IN CSW EAST OF SE PROPERTY CORNER THEREOF, AS RECURDED !N PLAT BOUK 14, PAGES 55 - 59, OF THE PUBLIC ~1 =PALM RECORDS OF PINELLAS COUNTY, FLORIDA, BM# D = 20.52' SPKND @ SOUTHERLY EP OF SANTA ROSA DRIVE NORTH OF CENTER OF PROPERTY ©= RECLAIM WATER VALVE ~° FPC BOX ®. Wg ~= GTE RISER ~ ° CAN ~ = UGP Je(° PP LEGENDS & SYMBOLS ~ ~ ~ Cp F = CUY ANCHOR + = FlRE HYDRANT ~~ °WATER VALVE O °MANHOLE ®°IRRIGA710N BOX AC =AIR CONDITIONER CI .CURB INLET EP .EDGE OF PAVEMENT FPIP =FOUND PINCH IRON PIPE PC ° POINT OF CURVATURE (REC) ° RECORD UE ° UTILITY EASEMENT AL =ALUMINUM CLF =CHAIN LINK FENCE FGP FOUND CAPPED IRON PIPE ERRS ° FOUND RAIL ROAD SPIKE PCEO °PINELLAS COUNTY REF ° REFERENCED W .WOOD ASPH =ASPHALT CO. CLEANOUi FGR FOUND CAPPED IRON ROD F(X) ° FOUND 'X' CUT ENGINEERING DEPARTMENT ROW ° RIGHT-OF-WAY WB ° WATER BOX BM =BENCH MARK CONC ° CONCRETE FCM FOUND CONCRETE MONUMENT GC GRANITE CURB PCP PERMANENT CONTROL POINT SA ° SANITARY WC WITNESS CORNER BRWF =BRICK WALL FENCE CDR. CORNER FDH °FOUND DRILL HOLE HWF • HOG WIRE FENCE PG ° PACE SEC. TWP. RNG .SECTION TOWNSHIP RANGE WD ° WOOD DECK BIDC = BUILDING CP CONCRETE POLE FlR .FOUND IRON R00 L1' UCHT POLE PI POINT OF INTERSECTION SC ° SLOPE CURB WF .WOOD FENCE (C) CALCULATE CS ° CONC STEPS FlP ° FOUND IRON PIPE (M) ° MEASURED P08 • POINT OF BEGINNING CA COVERED AREA CSW .CONCRETE SIDE WALK (FLD) = FlELA MTL =METAL POC ° POINT OF COMMENCEMENT SCIR 5/8'= SET CAP IRON ROD LB p101 WPP WOOD POWER POLE CAN ° CABLE TV BOX CW ° CONCRETE WALL FN ° FOUND NAIL 0/A .OVERALL POL ° POINT ON LINE SCR =SCREENED WS ° WOOD STEPS CB ~ CATCH BASIN (D)= DEED FND FOUND OHp OVER HEAD POWER PP POWER POLE ~ ° SHED ~ WW ° 1MNC WALL CC ° CONC CURB OE =DRAINAGE EASEMENT FN/D ° FOUND NAIL & DISC OR. BK. OFFlCIAL RECORD BOOK pRC° POINT OF REVERSE CURVE SPKND = SEi pK NAIL AND DISC lb. X7101 UGP ° UNDERGROUND POWER C/C =CURB CUi DISC a DISK ST =STORM V ° VINYL FPC FLORIDA POWER CORP. PAD 0/S =OFFSET PRM PERMANENT REFERENCE MARKER TEL =TELEPHONE VF VINYL FENCE CE =COVERED ENTRANCE ENCL .ENCLOSURE FPKN°FOUND PK NAIL pT ° POINT OF TANGENT (P) PLAT TOB ° TOP OF BANK o00/ VG .VALLEY CUTTER CC =CURB AND GUTTER EOW =EDGE OF WATER FPKND=FOUND PKNAIL do DISC p8 P T BOOK pKi pA~RS TOE • BOTTOM OF SLOPE x EXISTING £LEVAl/0Ns SURVEYORS NOTES: SEE LEGEND FOR SYMBOLS AND/OR ABBREVIATIONS USED HEREON. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH. NO INSTRUMENTS OF RECORD REFLECTING OWNERSHIP, EASEMENT OR RIGHT-OF-WAY WERE FURNISHED TO THE UNDERSIGNED, UNLESS OTHERWISE SHOWN HEREON. NO UNDERGROUND FOUNDATIONS, STRUCTURES, INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN HEREON. THIS SURVEY IS NOT VALID UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THIS SURVEY IS VALID FOR 90 DAYS. CERTIFICATION: FLOOD ZONE: "X" I HEREBY CERTIFY THAT THIS SUF2VEY MAP WAS MADE UNDER MY DIRECTION COMMUNITY PANEL AYUSO SURVEYING, INC. ON THE DATE SHOWN 'AND THAT IT-ACHIEVES THE MINIMUM TECHNICAL No. 125098-0108H PROFESSIONAL SURVEYORS & MAPPERS LB #7101 STANDARDS PER THE BOARD OF PROFESSIONAL LAND SURVEYORS AND MAPPERS DATED: 05-17-05. IN CHAPTER 61G17-G, PURSUANT TC~ FLORIDA ADMINISTRATION CODE, INFORMATION SHOWN HEREON BY ND MEANS 3851 82ND AVENUE NORTH SUITE d SECTION 4 !027 ORID TES. REPRESENT A DETERMINATION ON WHETHER PINELLAS PARK, FLORIDA 33781 BY~~r'~~~ ~- ~ -- PROPERTIES WILL OR WILL NDT FLOOD, 727-528-2399 OR 528-1839, FAX 727-528-2038 C~-~/ DATE SIGN: 08-03_2006 LAND WITHIN THE BOUNDARIES ^F THIS E-MAIL AYUSOSURVEYING®YAHOO.COM ERROL A. AYUSO, '~ #SJ55 PLAT MAY OR MAY NOT BE SUBJECT T^ FLOODING. REVISIONS DATE: 08/15/O6-CERT CHANGE FILE NO. 60043007 RVEY FIELD DATE: 07-30-06 CHECK BY: EAA DRAWN BY: PYW FIELD CREW: BR/ST ,, _ _ _, Uppedcapital/cornice area Sherwin Williams Rushing River SW 2093 Lower wall- stucco Sherwin Williams Oriel Gray SW.2095 Third floor exterior walls Fabral galvanized corrugated panels V ~~ Cd O O N Q ~. 11y y_r F F~ ~~ Gtl ~, ~ (,3 Z Z V z http:, Page 1 of 1 • • i'Li Page 1 of 1 z ~J~.1 0 d (1~ W ~ CC W ~ Z 0 ~-' ~ Z s._.: W Q Q J U U http://www.ametalsupply.com/Images/CopperBalls.jpg 11 /1 /2006 • Page 1 of 1 ,~ v-~~ ~~ ca ~ ~ _o cv aV ~ o eai ~~ ~~ ~~ > .'> ?~ _. ~~ ~~ a~ http://www.awardlighting.com/images/Color%20chip%20-%20hint%20brass.jpg 11 /1 /2006 • Page 1 of 1 ~~ ~~.~ Z~ W W ~ Q qQ ~ N w ~~ W 0 ~U 0 ~ ~ ~ F g~ http://www.awardlighting.com/images/C095. jpg 11 /1 /2006 ~, ~ • Page 1 of 1 W ~ 2 Q o ~3 ~ c•~ ~ ~ ~ ~v o U C9,~ z ~~ ~ _ Z~ U http://www.architypes.net/files/image/corrugated-steel-thumb.jpg 11 /1 /2006 -- - - ----------- ---- 20 New Products: Can Architecture Make You Happy? ~. ~~~ ~~ ~~ ~~~~~ a~~~ 4 B~s# ~~Y ~tit~_~ f~6IOS7e~nr,-aFR+~m-ha~C,uNS.!~r++rwriv°a+.r'?er"•~q~wwh+a~ow,vFr9u~s~+ear f ~ 1. 1 }' \. 1,,..~ l r z.,~..n,~+. • - t, ~ ~.,.,» h .,..,.~,. ~..r~ t ,.,..V.~,,. ~ '~ n t ~ 1 `~~! } 1 _ SNAG Y ~ a hh ?4t? ~h } 1 K ~ .;z ;" ~~ ~ ~r ~ .. .;-z ~ ' ~~ ~ .~ f- Metro Office Clearwater, Florida METRO~ARCHITECTS ORIGINAL RECEIVED ~~I~~~ ~'~ 20~~ SHEET A-1 '~NNNING DEPARTMENT CITY OF CLEARWATER ~, METRO ARCHITECTS OFFICE CLEARWATER, FLORIDA SITE PLANS SECTION 15, TOWNSHIP 29 S, RANGE 15 E PINELLAS COUNTY, FLORIDA DESCRIPTION: LEGALDESQ2TPTION -. LOTS 6, 7, 8, 20 AND THE V1E5T 1/2 OF LOT 21, AND LOT 45 AND THE WEST 1/2 OF L'OT 44, BLOCK 0, HIBISCUS GARDENS ACCORDING TO THE MAP 012 PLAT THEREOF, AS RECORDED IN PLAT BOOK 14, PAGES 55 - 59, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SUBJECT PROPERTY CONTAINS 0.41 ACRES, MORE OR LESS m.a .,m 6 .,,, , _ _ Dual a ,vwnvae..,a+m~aa w+ana~rwaiom a + a 6n r: Mi6>7 6a rt MAa6 a) elan o lr>•r Ye 0a0 w 6 rryv, wmn wt axur arc _ .+n nn 6u6 rm,[nu •..• o aava aria w rn anOW a r>w arryn enao Rk oa uer _ '~ .aeon us wcA Urk o! a~ r _ ~ a:. m b, o>r ,.~ ~ _ ,;. + EDr04 apr Iq nm a 606 nm o +.s n r, Oa~l anlq Ie n 6.p rarr pa kat n n p.6 as aT Mv4 ru 0 as n n ,a n On e6uu ++mwrm~ .oa wm w. a. aom, W AA MIND 60M1111ACTai T(I 061. '6M90NE SIAIE OnE CNL' +-eoo-u2-taro ae eauns a+wx ro Aer acuanc a+ aavseucnon rce Easnxc v16rtr EocAn6xs METRO ARCHITECTS, INC. 314 SOUTH MISSOURI AVENUE, SUITE 311 CLEARWATER, FLORIDA 33756 PHONE: (727)461E424 PHONE: (727)4614787 Gulf Coast Consulting, Inc Lend D_walopment Consdting 13B26ICOTBIvd Sw1c 605 Ckawetc, Plaids 33766 Ph6nc: (/27)57~L1818 Pu: (727)S7A-6090 060!0 OAl6O6tT-00 DRAWING INDEX SHEET TITLE i COVER SHEET 2 NOTES AND SPEGFICATIONS 3 HORIZONTAL CONTROL PLAN/EROSION CONTROL 4 PAVING, GRADING, & DRAINAGE/UTILITY PLAN/ TREE REMOVAL 5 DETAILS 6 DETAILS 7 DETAILS ORIGINP-L RECENED ~~~ 2 7 2006~AE~~~pp~ 0 I~i~Gi CIN O~ CLEARWATER VICINITY MAP (0 <] O N 0 a J J W Z a _••-•,••••_•Y ~uu: u]o°••an m""rvaw rn um Ym~i.~iro .eom apaan w i meiew ems. 4."laeiem:.rcar.u»i`@~ "' °° ~ n ~° ~ rouw~ epw.]~.a1Prr~°PO io°..m n.'e~2 "m`'T° gym. v...~.w...°~°~'n r~rv~,a.~ .e°.:°.o.e. ~w~s°evv~av~ pm.arrs«a vet]mcr r. cramp aavo p~ .o w~n°.ZC"ov: m] v ~ ~~ ~ w w v]1O:o°ira'O1it.]°°.a°ioab.°nCi v`m'9i.u n"'vwpm]o- s rma.ee awl ervy~ m ~ n,. v .rm .. . m r ] .. m~..cr ~o.... v ~a v a {a° :~ v ~`i ' °a ~w a° 'o i ° .vevlasmr...mv..rm sn r. w i .~]rn tyres P.. m.a ~ ~ vnim]o.°frv o.°mi. meaYp°ot L'ia"`ea°im tiep. a ~x] wu.. uv pow wu. ca ®.ma ~i aoasaoas A.~i~.d ~a r e a r o e vw m mor m"awc.o. mwo'~da` f]®~ n i e' pO.ppeba~ ~p~]poi/ LbMEtl fq%p~ pareu OWf~ •1YIN ~mma ~rr~i~sN r wu tetorp ~m~v ma@ pftracr KU~?up. 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Ora! rp rmmlPe.lt aM.O tl.~~]~ler~]'a. v0l mlM loop rF Y.9~lt Y mt nr/r OMn.Ra M e~eC~l°°blminYC]]]i`a ~• ~ m~ ~ m11.~[q 4m p~p.wv[muu.o Ya~u ri~a/~+p~ib l~.O e®rMWW N~pYm ]mrs~Walra w~ii iup.pa e ry ~ y~~~~ ~la~.lpda Yr~o v~]n lf~irtlwMY.i ipant~r >a"q Ofaro~lal a~C'Y](.~Y ply aPa ~Oeb•Twl ial4~b~iie~sgmv. p NiaaF]t r~.n.K epa]~~i]. ~°mdv-dCa ~a.•••~om:,p~amm^]a p+a pl~W~raa ~®oppgab~WO fA~>~etem OL rr rLLe aallp r~"~`:wva~.:.d:°~aa~,~-. Kmu~es.neu. Nafea..r mse rY m.a i wewa wo m'.04prsa p...lp f.r2 _ .~ ..spwrw ..,.l...on.n.va..ova.c al~:ama ~. rwe...Pra..®,. r.Im,... >< ~~ ~~:~.a ~~ mow` °~`°~o p ~~~°°Q° ~~"aw w .~ ,'1 ~.al d.a. _ __ _ ` eel ..a la.a.r~.r;].:W.'~p~:~>va..m " rrl,mrw..dpa.,aa,.ppam. ear.e.,a.r.,;~;..aw. .d : m~ tD.».m.m a w °r ~ IavYIQ. Wa.O~r0+6~. KpJar ~1a> Orf .fs~iblia Yt~Ka41 Y/OCW a ~.:~~~~:; ~ .e.e,~_._n.a. ~ 01i41 u l~earaeOgp Q.~~R oOro Rte' >p~prq~ N ' .:~a~~~a]~ ~.:l.:.a ] ~p~~~~,e...~~aaea~.. ~MI{p A~a[/]P~iAI~ phi. ~uav.• ] YEN .~I neni ape m[te .vin anl~LLBU a : ~.pi~ p~piyrar.Ri~ia ~pLL~eafW~ a~ , p ~MMI[n ¢..aF Ya4 pi R4Q]NW6~0~ .oalp . plt tlle ari°roe~°..,. ~,,:~ ~,.at ®`~r ~im;1. ~,~c,va K w'm~..~., wu r], ° p ~~ ~ x~ ~rio aav ta>,a ieec.v. vo~eos ~~.~ ~ ~~~~ ~:~:~~.prp.~~~ R m~erte pN.~ooap.Y a.Otaavei.w .[w1CY ~m ~SWtb ~.vaupp s.2M~ ORIGINAL RECE(VE© ,~ al~T 2'7 2006 .ma,~~ ° ~~:.:~ ~p.tl11 ~ T~ Y .NRrtN IW~.re a ~> ~>,~ ~e~m.®ma.a,~.~p4>4 ;~p:~"~°°".:'~°' m" .."~'°~ ~ a ;~ PL+4IVNING DEPARTMENT m.ae.~.m...e~e...r,p .. ~ ~~ e amOna~E.O~Y~ ep•.O.4 a.-~' ~;.]„~.,;,® a,.~lp_~mmaa M _ ° Ip>p.. im..m.ne aa.a lu~~,naa_p . ~, ..m. l. , ra._..,,.voa. .a,..mm _ ~~e~va~~:p~la ..,.. CITY OFCLEARWATER c~Ilco]st o~,tc~ rn`. try ~ eb._.wr~ m ' LnO nn]bpm tCmwlOOg METRO ARCHITECTS METRO ARCHITECT OFFICE 4°~°°~~'~ ~~ o-m n 2 mrsa~ mp ap e° ° ~'' 314 SOUTH MISSOURI AVENUE, SUITE 31I CLEARWATER FLORIDA 33756 NOTES Bc SPECIFICATIONS r r eooo -' .. ',ate imiu r N cn U 7 Z O W U T N rA a a O N 0 N !Y S 3 a 0 I' a m rn c 3 r'7 O 0 v U O 3 z v L 0 v to 3 W z a G ~~ ROSS ~'°~~ ~' _ - ((pp~~ t78Y41'2YE1~2{1.~'(IQ 0~I ~ ~ 131' aa' 4x~• (~ ~5¢T d HO 4 ~~" -- t----- --r---- ~ --- JO' ftY.tl/ aan./ofa~oo+o Y ~ ~ $ tar a ~_ tors $ for 1 z1 ~ ~ 1 ~ foffol ,uc>'f/ara/oofo ~ /7tb ~ ( 4 12 hD 10 rdr oaY oor 19 ~ ._ ~ 6E - - - - - D Ye Ana ~ /~~ ~ -g . ~y ~ i 4 4 9 e ~ FOW/.~.774/ol5/bl a b t / ~ ~ ~ > A_ ~,° I ~ ~ I r~ ~f9 /Y g ~11 10 ~I ~ ~I a1 ` ••~ ad hg .~~' ~ .~ b u v_ac ' nsv, so Me smPtwt / rLTGI -AIN W1YNL td YNL tDACNO Y71 r t%,11A a11O1Pm IaIDFa ~ f.y~~7i~ ewar faa NC i~1W~VAT~ rn,avr Ne N.s, tlliblr N.m .,~N Y~1fAK lECULLY nvmem m se t 0 T~NC tin, ,~ MP141Y41F1Y YA1Q I~1. ~'(P~ \ 7RJ 0 1~ PIfOlO~ I N >• 1 ~ ~ LLm ~tp O M67 Y-RIiN. _ ~ ? tffe ~ ~ o Ypppp, IIIQ7. !wr , slay a iu _ r~Yis w~q ~ HI17r &>!Ct@I ~ Nit ~ ~ tuaast® ss7Nl t81, rfalam m 9[ owls S'i \ for ~ rr m oolu/ aesfs/o1s/oaw 2 N.T RIIE FA1 _ »oA'ro~ '~4~ ,vex I ~ I IIS ' YB Y7 w~ a ~ ~mfl Paiw,o Nf. a YAC Howe ~ T 1Y' YY. NO~w~rcr N,o neon s~rae ~r1m raw slams t,ar wo RFnOYi samrt taEY favaslnY. _ ~...,~ .me, ORIGINAL ~ ,. ~. ~.,, _ Y.,a.. d ecp.d .~p.teYa,, nom. ma ~ ~. r~ b NYq Q ~„ RECEIVED 2 Rod nmtid - dlh a Wra[arp lallr dM mti daNe wlpd a 10 ta» 1. ro a PrfamM r~ ee ar N rloom,.~t > amMlm adMY,. - _ - ~~ ~y a auvab.a re - r to a a.m pmro..ma amedi.q YN YM ,mc TM. ~Y a law d.f. ~ t, e. pao.a ti am nve ro oya.d ,r aua. ~ ~T 2 7 2006 ~~ ~~taPPED PMOYia ~~ ~wrta a ~yM1~-ol-~ b aa~l olew4 b P~ o wlOmN aHb wM1 Aowi and oaw~b wa. W9m, d mwnb Mup iw~By a MYOOtl1 Mo tM f7b' RvoU Rmn wR srlV® ar ~ e. wand tn. ea~,ooaN and .oian aan6d moaarN mwt nn~ -dst llYwphm! amaNglbn. FMOdd~mnt neo ar tdin to mvhea. s,... 6u~keln r wn h .daomMnt odkn rda~ mad `wud. dla0am aM/a• P~mH ~waavib. , /~~ \Y,~'e\rl' I 0. Yoaoa Yowoonai (FbOgW Palutmt abtliaa. OTFdfan 7ydYn),YYnYao taws. to mahtdl .orm afd/ .tlnmtaYCn aaltrtl. or w Nn dbtliaq. nrRF, .Gm m. a.n. .Y IIOrY ~ roa~ ~+O ~ARTMENT '"" ~ "" `'~"` C WATER r::er v~ r r.prw .rs.l I r.:^Y!: i~ ~~ ~ GdFCasst Consulting. Inc. ~ ~ 3 x~e sae~mecmwm~q METRO ARCHITECTS, INC METRO ARCHITECTS OFFICE ~~ ~~mr~ ~w ~ 3l4 SOUTH MISSOURI AVENUE, SUITE 311 HORIZONTAL CONTROL, EROSION CONTROL r°~c~n?'>~- CLEARWATER FLORIDA 33756 & ENVII2ONMENTAL PLAN - ~ m. .- ~ - v . ~ L/1 EIOSTNC NM1EI h' ~ U] NATCN EnSy . ~~ EOP.19.8 CV R3 ~., NATCH EN U rn fJ , NAipl En51. ].eTC m 7'A'~ la~ ~. p79 ~ ,f3- NN ~ :. A.:- 1 - ' '.l; THE L(i ' n:. . ~~ ~ T . . ~l pa3 i. 6NIC pAET . NP ` A ~ COURT STREET (PJ _~.1f~ - __----- Ti t rlp 90.3 o lo z s A/4e+ i SANTA ROSA ST (F1,0J Lr39t~w r ~= f P) P - p' 3 ~( 6 x ~ ® ' ' O +~ ROW ... 6Mf .GSW a • ;' o9r ~ •S' ~ _ .. ~. NGyI' "--- .eR :.`. SgEC 1 -00 ~ W 7.1 241.80'(P) tea 31.31' p~+Y ~' 9~" IL FlR 1 ' ~" N644f 27 E 241 69 (M) 1 33A NO 10 " F IP c ST , N~6•(p)~ / ~ FcM/AO9 °4 s(D) o Sp (v7 urmrnErm "NN I 1 ~r~~.~:. " t' v v . , , ~ LEGEND T 47f/' u ~ i z ~LT t ~ ~ , ~ ~ , •• NW COR A _ ~(°f~~'~~ .i. I POND1 f°u ~' ~ ~ ~ ~ PROPOSED HARD GRADE ~ LOiO __ .1~__-__ I _-I----- - ~ ~ TOB=20.7 ~ • ~ IlE+~t 1/21„ ~ DMM5=19.94 x. ~' ~ ~% PROP09ED SOFT GRADE O_ 90L°DI I ~ ' ~90T !! ~ WEIR=19.25 ` / ~` BOTTOM=17.70 - ~ ~ ` ' 31•al' >< E%IS71NG MMD GRADE ~ O ,_.J897yOH/OOro ° 3fi ~ ~ J `r' , B slnN=n.m ~ p S7_3 Mill 3T 76 ~', > u O 31a• u EfUSTNG SOFT GRADE v L07 J 'eR LOT 7 _ 31.Y n .~' 31 L071J n N $ l0l I ,1 ~ s ~ lOl 17 J~ GRATE INIET ~ e - FOIKV Jell %OI:L/01]0 :/ / ' o Qi STORM MANNOIE ~ ~ _ ~ ~ p ~ 9V U ~ ~ 'p'. ~/~ N i / Jei7 / I• 71 ~~ ~ FLAF7ED END SECTION 2 I 7~ 1 j/R 0 ~( .g q Q L O .-3 ~ ING PROPOSED STORK PIPE ~ U ,~C t +Z' W<9( ~ °~ ' ~ f/ a' 'Z I x l ~ sT-5 I 71,e ,y/y~~ ~ ~~ : iENLE / ~M POND 70B ~ ~ ~ gg r0er/ORA55 h q j ~• jji' `~ ~ ~'k~•' MI!a ~ ~• 90.0'(D) ~ M7 ID POND BOTTON _ _ _ _ ¢¢ NO IO 5' UE , _ ~Iq I/3_ _ _ NO ID ~} _ - tt.e6' N69'S5'34'E 8J~.9 NOR 77.5'(~~ FN E7P PONp NORMAL WATER LINE sY ^ Nw CO.P _ _ . ~ _ _ LOT 18 5 UE ~73.P :. ...-..: ,;. _ fG1 ; i _ . .. _ - _ . _ - EIOSTNG BOJNDARY I O 4 ~ In //~ (~'~ ~ -7 I ~ ~ ~~ nom, ~ LI - - PROPOSED SETBACKS O_ ~ ~ ~/ ~ I I I fI i i I „ ~ ` I ~ I I ~ STAKED SILT FENCE ~ ~ o O 7OL°0/ Jd171/0,J/0,70 O / I I I / N f I ~ I I W'4~~ 1f O ~ /X'~ / i ~ , a . I ~ I ~ 0'OR HARD SUIffhCE ROW DIRECRON ~ ~ -a d• h 9 I /S ~~/ I u ~ 7 I ~ ?L~ 3,eJ ~ ~y IIHU/I.M771/pip/0770 e/ 4 ~ I O o I l --Y.i SKEET FLOW DIRECTION tl I'T T o ~ T I g 19 ,0 ~ I ,9/ ~ I ~• T1 - I 7J I 7I I 7J I 76 Z j / /~ ^ f ~o 17 ^ 79 ~ ~v ST-1 EWSTING STORM PIPE TORM TR T R A T -~.: : • I - ~ ~ S S UC U E C LLOU ~ ~ 1 5f T I 4~ 71 a e' ~~ I I ~ %T\ e' TREES 70 BE REMOVED o ~ F(X! t ". 4 ~T ~.f ° , ,~ r PVC TFA I !F ~ 147 ~ FC ,. 5'(D) I I FIP 1/7" ¢. li NO m p !'1078 160'(0) 20'(PJ • ~ ~ . r 8 ,: 23.ae' 3 10. 71sa:.. 589'56' O"E 47.63'(M) TO'(P) 29 (PJ>; 33Y ID~ { T' sl aax cv NO /P 20'(PJ 17.5'(0) 757 E eTORM STRUCTURE ®ART y ~ ~ B 943 W 71 sYSAr~c EC I -al 33.? I : o WM -•- - - _- rLL ~' I nR,~d2.~~ WM NO•i0~ ~ c,.1C `~Z:°~ 'r~ 1 4 22D'(P) IA7' 1' CI ~~ t ' / ~~~~ , . ~i PVC SEtER C/C 1 1_ - 31II3.-.. 6 a L , u I • f9 '®1i~9'iiil L9 ,a, • Q fd91 I6'aG w CNFSTNUT ST (P) COURT sT (FLDJ • ' ~ ~ ~ ~ „ is °~ KI caaECr ro Ez leroro w n/le .3 ' -I '' ROIY!' -.' ~ TIPPWC 9Aa01E ! VN.VE LartaaXE ' f~T - '. .le - 1171 fp T1G0 •. MECNW PgNTj ~ • Y ` a1n O ~ ` 1G>-- --->< f 1 '. ~-N 'Ab -: CONC Mf . ~ x 73.N' SNMN U ~ ~ ORIGINAL Y - 73.3.' 3.lY NAlpl EI,eT t2ECEIVED m -~ ~ ~~ . L1JEe 41 O o SLY 2 7 2006 _ __ 6TORA1 YIPfi CBAAT _ PLANNING DEPARTMENT >R_I. 9T-~ 9 =~ s ~ = ~~= Z ~' sT-a le v - le' xfP a 1mx U 41 CITY OF CLEARWATER 91-, aT_, p,E _ I: d~ a a>e= CI 3a IF - le' E~ O I.SOx ~ f ~ _ f 1. _ x, ,I s ~ Gulf Coast Consultigg, Ino. METRO ARCHITECTS INC ~' °"" ` _ L.Ia>k..IX.XdN~XIf~ , METRO ARCHIT ECTS OFFICE e9-ou 4 Q Ivnrcor9lw.,Rme ® 314 SOUTHMISSOURTAVENUE,SU1TE3ll CLEARWATEIZ FLORIDA 33756 PAVING, GRADING DRAINAGE AND n '^ -- o ,°1mec ~' ~,~011 a n , UTILITY PLAN ~ 9AIAe 7 ~ - m g J W Z a i i .~ U W N O (n a U a U] O O N O to w c~~ a !T vi w 2 N O I 0 o_ rn m c 3 D M (D O O 3 Z w V N L O Q z a r ; 'I~ g Stray~t C rb epbmuiaR sxeu sLe16 sfuaE a NL)Ln svm N1p NVRO~~I lA8 lCR g~~N ~ ~ T p M w• e~'~=HIv~ e:4• x u £' ~Ip I2• £ 31ope Ill' Per f Wl N4 11-1I6. 1 l ~Srl a.pmlt) TPS iia ~ al[ u •19 oEM6N l)+PI RASRC CM VNVAIF- WC5 HNItlM 1' -IPt 41 ObC. cpLLM NpunP o[NM! S p I I emw ~ m' a•e ~ s 4 ~N~NM ~e I ~::::: ~.'. ~:::~:::'.:'. ~.': "::'. pR! orx 1[RRNTES 11PE m iRWNV6i FI qpY U'•I.OL'L.--P9]5 b IIE95TIM-C~xG Y1F11 UPCE TNliM lw NWRU1TO EW Re1l PlC uNVi 6/SRNnT na UeA I/1' llNXY:95 !)FEl YE91 NEIDEU FNW N pKRlMS . - .<°' Y r V^ nue Yaw.O ~l~ r p'aSAI~T 9 ew "a euPmva wnr ....H ` ut' W t ~4 a W 11We • - (Ni Mwea - 1W.) .3 ~. ~ ~ ""-i a C' PETS p Ptt ~ ' -'' N, 0 M ~ A - - 1I t / Iw1 NOTEY M. Coaecta so 961 A69rtp T R .tWlEC,11F .~ N - ?~dR'.+-:. o lE .i).7D (i rw.l ;_ • Y • n F ~ l 1 L~ ~•a e'vm•n ~~J / / I L Poreront wterals e•N wampeR, ano UPSS wsaaetp vKNnpc ee W Pt Ptatl a crosUVC Vpn troeMo -l .L TYa n w)E u y: T !1: Tn. Np uuwOCl ~e CQLK -gIRS.IL Q ...:'i` bR [RVY R ~ ~ m.o cmcnv •o e. ua0 P.. wu mr nn r•nro<q i J ~y J,~ II` ~ \~I -1~f I .uef r G 4 v 1 J . ` e o~ z a~ ~w,~,p~. P..a.p, f~ 1~ .TPe en, ~. 5V9 ) EPI •) 6=a ( ~ r ~1T _ 1 r ..:., - ~. ~ Ra e _ Z LANE ROAD Krs °ctc urooim°u1 1-eorrW unEn n. luo IE. ISEO em ..a sw anp am !Np -~- ~- r N E j ~ ~ ~ A L L ~, o. S.I I ._ n,.,: r.; :I I~: ,r %~j~ rP..a :"~;:: ~ III .`.i A s ~ ~ ~- r°`ew, "° u~;;:.., _~-1 ....ex. n ee m.mwm~~e . I- ~ ~ ~ !' ba o< p1 Mwa sRn6 NL,iR Yf6u r•, AI N291EO YARR4 MEETING fp0i R01Y Nm 9RIpGE SPEOFlGTWS TCR 9LKA SMO 1116 WNRTZ ~NYELS W NI%NPES INERE6F (W55 TINe 1 PENfENT 9LI, QAY PNO WGINIC YNrtERJ, UNLESS -f -T I--- )-L1• -~ •2 W `--- TJ/Y -~ e2 Ew Typce. yp. ' I I- :~~i b::.- ~ ~P . i~ HANDICAPPED STAU, DETAR I{ 1 p 5• I• TFIt CLOM 15115E6 apd I5 9ATeaE m NETNN 1HE 91T, ¢Nr lN6 CnGNUC YNrtER aMW ME RLTER CsLCUN CAR[NHNTE ACWECNIE IS NOT IN ACIZPTABIE EUBSIINIE TYPE A TTPE C I , ~ 1 l".'~."I 1 """ "' -- I- 1 I 1-12'R V.uMp LEow ~--~ 2 ~ '• ~ : 8.) UN60FflITY CWfi1OENT 1.9 6l QiE/.TER .V10 CI EFTECIISE pWN 42E R 0.20 i0 0.55 NRWIEIFAS pl OIANElE0. EEL STOPS REINFORCED CONCRETE "' ~t~ . ///J ~ ~ ~ 't--f HANDICAPP „D SIGN DE7aL I i . y 6' , .. ? ~- •~~ 6pje UNOERDRNN flLTRATION SYSTEM DETAIL N,A 6 • - ~ NTS ~ R N/TIlJY~~ NOTES .Neu a a v2• ..el lei.< I ~ B' FENCE 6' iENLE 7R~OSEO povEtxr DRADf (TYaI ..PNa o4r<Hm ~i~ VocV of <uN PM ve~eY• ¢~ nv.x w .vea ~w sow p•I. RA IQD ~ ~d~g. o V Nb•r eraN rrttfesc^p. T SOIEEN TW TW OEL 2LLm ,mo c I N• ov vry smacslT cuae H.ll. 2lr2M~eARI _ __ - - - I-'T' 1pEATYENI EL '-III=i °a2s II-TE 11 ~1a~-lTl-I EL .1 .) _ I -11-1 . sort II=1111 Easr. - ~N 1=111- ~ Wwm6 (Tm.l ~~ Z-~ ----- __~ ---------------- ----- f „ , O1p,,, ~ ! .. . . PeR:M y '-III_II~III-"~ xoTE: ~TENAON POND CROSS SECTION A-B mEG U+tED <~1 :: ~.~..~~ ~'~~' ~•~~ ~ I ' ~ ~~1 `' ~, 0~ Ean cP.E m.. •° c'~ A A YRe suoe z' I IvY Yp. 6w _ ENTRANCE DRIVEWAY [~ CRO55-SECTDN A-A (O DRIVEWAY CONNECTION TO SANTA ROSA STREET SECTn]N B-s SECTwN A-A txcnm tTi wwe m SECTION C-[ "~" - - •%~:L>;i•:- c'!:~ir' IRIn 11 r EiP. fAm ~~ "'T'~ CONCAETE SWALE DETAIL VALLEY Gl1TTER CURB TYPICAL DRIVEWAY CROSS SECTION D gals ~ PLAN VIEW ~Z E lam! wns 6eP1 yes M. R.,eaIN~ s~ I ~l N n..e.. sea a eYn a snl. > vamn o.be .nb a +Im s.. a, a B l!' NF MerM 9Vnl l 2' 4bn1Y N a Mnea enlYe Curb aW Rgean ea Pdl a 9weSN Rana. Tall. ePbe V+• P_un ~ i1 ~ ~e PADPOSEO OaE,IEtAr D72ADE (T!P) ~ P.M.~ ,N, I ~L~ ~ gr. rwlreea meroce ~. I sea el cae sm6 PN wK ula CmaV. p• 6a) awn .nN are n6 re.e .r. S " 1 T e~ w Pwnew lea p ~ ' fe.l \/2- E•paelen ae.l I%il a a.al ~ yppL ,__ 26?% • c SECTION A-A SECTION B-R {I ` _ '+ NOTE: eN.l.aw.a u p•n .I tinm:.eN»a w rN. N. ~!H'.a w++r. ~,yyN 6 °fn~'~ ~i6m~ "s'.e`P~~w~"~"a....: w..rr'w'°w.a... ~mt~o.M~ °1 a ..rN.u.~. a~~aa a•~~~weww. •. "' u i H __ __.! MC qMD (Tf0) f165TND Y 6gEfNK yM an• wt,~ •y ° ws • P. n ~ ~ IE-''~~ ~ ~~~ e~ ~ nmv. ~ m vim,, e' ~ a SECTION A-A SECTA]N B-B -r ~ ~~~o~ ~e'°.. r.la•.anolb _ ~ ~ ENTRANCE DfbVEWAY ~ CRO55-SECTION C-C scnPS_ssi ere ,m ~ E ECTION TYPICAL 90EWA K CONSTR [DO (O DRIVEWAY CONNECTION TO CHESTNUT STREET C-[ S L U N AND AAlJP DETAIL N.TS x.T.s. CONCRETE SWALE DETAIL TYPE 1 CURB M.T.l. ~ ~~ ~ y ' "even ~- cmecoasl ca>ESNIel~, v16. LnN Uer w ICawllmp METRO ARCHITECTS, INC METRO ARCHITECTS OFFICE a `• ~" "" ~~ 5 ~ s ~ mpr ~, s 314 SOUTH MISSOURI AVENUE, SU1TE 31l CLEARWATER FLORIDA 33756 ~ ~ "' raP~>!.oa gAINAGE DETAILS PAVING G r 7 KCS.GI Y GM ~a~ 2 7 2006 P@,.~N11~VG ~DEPARTIVIENT ~`wTX 10F CLEARWATER L .~ N tD U rn ~, to Z O !n a L U T li'i O O O r f- W U CP 3 tN- w 2 J y- w 0 a0 O a W In fP C .3 O O U O 0 Q J z a i ~r °•_r -I ~ el, II'-B' j ~ LE• do itaRl :~ ~ I ' b is Pp _ b_ °i V Pld. I I/ el' el' h C ~ 1•~ aoermmtl Be j ID•-e• 1 1 ~ i<yp> a I I ~ , p oo a ~ a R N a d s I l I : p , r a ti. aw... W ' ELL sl' r'~ s!' 1 ~ dal. , ~ • PLAN 31' Sl' 1 T I pN. ~ ~ I ~^ ~,", m n i ~. A Bg~ Nm I oo I I I I I I Briny pR<e eon. I L _ I nyPB I _ ___ __ I L ~ ' ~ ~ . h PLAN NEW B.+r Nr m m. ~~{•~a.s~/rt d• 26T- t-S/r~l I mm wa. im rr~.... Pn. FI.. Ts. dr ~. a~aT I am ,• - I9.as ~ r n ~ N. ~. R S u V E R a Non SNtl ReaAr.tl o d PR<eArn laprrw n D a B p p SOL[0 COVER - zz-vB• . I a cl. { en mn p § ~ s.. AN., m b ; rc fro. `f m " '`° « y p' ~~ ...... a.- ls.e. wl. o~mr~ n ~ ~ d e I .. +- --•-~ n. a9Rn .Nn c-YS raa°r on FL- TD r b I N.cnnw arra<v 1. +^ rrr a.. 5 [TI N r''' ,~,{{ +llr+• •'(' SECTION ~ f-9y' ~ ~ ,~ tC~ h ~ Nnnn„B„B 12' B.:~g gate P nn <tYP) ~-~s at r 6' ~p~ ter Crone t I GrAYr + ' ~ pdd Nr. r Ye. i IY eu. 510 °Q. 1421 `ten Pd a• plY.l cROw-sECnon o : Y•'at T-OT TYPE E INLET (NOOilie0) SOLIp LOVER SECTION Nnt.un Ye1Blrt 12D Wa sig. . Rrp'°-ea ~T i n AXbr~""MAn1°r`t.( I ••r ti 8'J B• 3W0 Pal carcrrta VtN fiber P m d ----- •I , . •rl^ ~,~ rt~ebm ~Bamme ~ ~ nr ro . D•e 16• tmcraee rwu~g pie - ditNa. nF Y• itypB S rrber V~Vemess. 6'Ba'/ IOBIO VF. ELEVATIO N ____ b i ~. ®BUiEMn rwr .xe [ .e.wv :: .. y r;y; N.i„"O.°.: I e. m~ a.e.+v s wrare w.x 1 ~ L RING -HALF PLAN a E3• _ zl• ~a Lr~ AApoA. YelpAl C15 lbB. ~ •' L p }T p WiIC NOa~1lS Ill~INTl4°~1WI p ii ~ ~ Yd'YNI re mB vn[ so-e. NAC£ SECTA7N CAST IRpN GRATES a nen• R., OUTFACE CONTROL STRUCTURE DETAIL j___$ 7 ~ r~r•Ydr a° P1p"Ya +mii °n °~Ob" to R n..a..mw eaa,u Pa. sue. .nmA N1 H uNDERDRAIN TYPE E ~~ RING -SECTION A,.Y ~,, s iar .' Or BY.aM m. r , a/N• RR)oRe. Bm 1-1/f . JA6' ar nrrA.AIT-, rusa~e HBnaun VNpat. T' ESE Iba TYP C GRA IN fT fAl TYPE D GRAZE MEET DETAIL xis OUNPSTER ENCLOSURE NAIL 9NCLE "P°'°Ya^"A 1O` •~ MTF~• r„9, r•"O °~ :n, ~ ew.r m ! ~' ~ ~ ° .' NININW W AODip IOIAL PANE~3 t ..e T-1~ EWIRCD. AS .' MIND'NN DR ~ ryLL RAND VIpTX F ~' R't~tL .evv i q o. r ice... p ~ W~ ~'•^ ^a^e ^YU w wr eIXLN~` i]3 ::9 ~ • , ' ..i.:.. ¢aNzB' WIT. 2 WITS DaVlq CAST IM PLACC DETECTABLE VARNIN a3 PER NATEAI~AL ANp LQATIWy .::;.. C 1 [2t•ete• SIANP DBlun° INPRINTEO DCTELTABLE VMNIX ~\/ ~ ~r'b 'Ap. ~E}' ~'~ ~ `~ ~ r.,~.,. ~.,~, _ _ tR _ ~ ~ ~ ~11 TORY SE N C T S WER ANHDLE OVER DE AIL X.T.6 j 0 Pa Or Cenent VOrk9 BncV Mevarar w.nda e . ' I RWCATEB OpME. KC BRAIL ae°~ aµT- Ib' Nitt °> . o y eeee:'e:`e sa `en: ee e::ee: a f1°e-1. " tp CA' NAx ICS -9' Nih D I.t' DIp, T~ OIA I~ ff aTR Nltt fp 6]; 6 TtE DGSL w •"° °~ ` a ~ m .ae I; ISCNETRIC NEW +~ ~~ a pn~ ' ' RETURNED (a1RR RAMPS r ~ - A ` \ / Dan ; D A S ~ Y Q D' Or To SAt Pp D• • ' eeae. e. vun f I t 2' tYP ~ pan O'e'ac`a'. ise : • • e • O o ~ . IMCTAAL DRE TvPlCft DE' iR~~ 12 IP 4• V A ~ DAME PATT[°m y 0[ 1N-ARE I.B' IUH TO 2A' N Vlin OIRECII@1 pr 1RAVEl TYPICAL RAY VIEV . Px 1RWCAlE- -pff _ • 6' ~: 'T iRwre DOetan :.: yy JAR- ' ' ~ DETECTABLE YARNING PATTEIDB AND SUBFACC TYPES 2RCIAAE VNNIttI YBFh23 pwl Cer T r p°X ) Rev BCiFCrAB°L NYaxB ~ `wi[EB PWL R Ca°nRBtIC- BI IpMIM ArfaFfAl[0 ° ¢rP~%~ ~=ee6eiN¢E~i"~ ~T ®~ I~OC/rtT r 16Nan~1~ ~6°"R0f[t K t"T 10 wtTO`Rl[CT.6[ vN°`~ilWi LL n[ FI NAIICN A-A YOQ2 ~Arr.r 1e ~ p kc~~flmOVP x. ~noi ~ Sviawl ,Tw"vur~iw )er`~a o ~m Nm°i."'wti )°fAI . •BtB .~~ fir O.~~ ]N ~ bles ' ~ • UAt gCTION R-R _ . C ! °! : :+ Prmlltrtl PLAN SECTION A-A 'p' A B C e E F 6 NGTES smug. 0•- .• D•-B• .• n. a•-u• zr NR. B• e2 nt z• E.N. I. Au c na•ree to eo none A¢x [INw upra~-wN a a ` mm i m s ~i ii i ~ i uw i s O n ~r w Y~, a mre. wn Ena StAnmrU 1a'- 6' 3'-0' 6' Nn. A' a4' Ma. a' 15 p! 0• F.V. PNA, BUN- ~NdR tg mY a tt it h l0 r l A w n vBA htilrLb"emL mvici[o m m D~ °° AS ~ q ttN„tm ~ ~°YN Dav 61'- 10' 7-6' T 10' A' .B' No. 12' BS at 10' E.. `N rtber nrsN Dee IOI'- N' a'-p' i' It• a• .e' NB. 12' .] at 10' E. rn^ °rc'^N O,ApL v. 1 GI[R w~OG nv(RI past S AY[FBBTVLO YT P rtALC crmAU vUx,YO~ ra Nt~YwL c B wmia ¢rccr.ni ~NNN o aw.cs n:v wu : AS " B.'~~s w crwB °i" ~ e°' IK RBIL YYCx N) [Pw- rs YwrAnuNO m Aaa-TYt m Caw, AwN lu .wrrcnrtB Sr srwo¢tt u Ban. nines arz ' ° ° " °1 " ' ° °r ' .q•^ .w r. rx Y,nnNa wa. c dsrhuv .s ncII mNl ,uws TRtIN[~TED ODIIE DETAI N.cs. : v r .xues cmmc..a w c c K ~ .. r L - f'DOT /M4 TYPICAL S10 RAYPS PNYSICALL nxs EWALK CURB CUT Y HANpCAPPEO DETAR TORY SENER YANN~E DETAR hT5 n:er.;•,E.~rm. .n ~ ... Flr ~ - ~ Gulf Coast Coraulting, Inc. MET RO ARCHITECTS INC "°°°" .~ l.~ea°.°aPadICN0910A, , METRO ARCHITECTS OFFICE p,.,,y 6 ° csr une[m " >:i ii °0 314 SOUTH MISSOURI AVENUE, SUITE 311 CLEARWATER FLORIDA 33756 ^ ' ^ ,-~- s ~~~ m,; P AVING DRAINAGE DETAILS v `~~ - ,~,,,, 7 RECENED ACT 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ~II L__J .~ U rn >. Z 0 a W t to a In O O 0 Vl J f- 3 CT 3 W 2 rb O ID a N tl N 3 0 M (O O I O U O rn U m L 0 J J W z a i r La< E I` Lu< I Lp< I - r/. Ir1 TYPICAL VALVE SETTING u I Vptrr M Curb) n N010 ]'-0" OLINRC0. IIPE "A" NHNR[ 91ALL BC USCp Ai TNC [sQCO t-0" aAC XLEPI AVl[.S 0.M1[a OMN~C IX~RInbST iaY .................. ...0,..._ . _... _.._Tpn___ _r .. .'._.._.____.__.~p.~_._.._. _....___ b1)at~s~ A dw . \ U. rttM[ s C9vCp t ~ Vo ~{yam ~e \ ~ ~SoMtary Lp<eret ` !s NOTE a ~ EC wrt 1 _ 9 xmU I. P0.EfSSI PALL 1HICHxEi6 A14L R b" rQl ALL gPlxT AHp 0.CIXrpO(EO PEp ASIA C-1)B x10 VITx 0e1CTC ~1TISIInG ¢r IWO PSI AT 20 MYS, TYPE 11 PQ+iLAYp C[IIEM. e. ALL wsvp uAis sxALL xAVE A wmXUx xnbm le- vlix r1a cp1¢X)mc cme: sEi eElvcw % w+[ vz- erLav taE Bmiol s nAreac Qyp) LvrM~ SltlepBUa r/e UnP~ ¢' Lee z r- ~ ` Lac I ~ I `se Lp< Llnr x¢IE• sAxlTAar um1ALS ID aE vnm v.1.. pccxn w awe b y x wx P. lo-Le.ran pu g y ~ p d ewr xdn SEE wr[ 1 a. AlL tO46 .WO [AmvC .OINtS ixALl BC 111nEe Ix0 CISPLCTLLY ff.N.EO Vilx RANi4C PCX `T vITHIx Iv rff CENTER or LoT ¢n rp~ aOVNNILL sltE W CENTFA 01' LDI. «RVICE LO[ATIQES DETAIL w.x +e.t vw pwwbtio +~ ¢E uaLE - ~~ nanvApO >sEnnunw 1. KL Ixi[Xlw Anp [yl[amX XANIpI[ ]Ye'A[ES SWLL Q PAFPMCO r61 C¢<ILW AHp (llptCO NT.S ~ic° auvl '.~1 ~++ ~. • • y. IM AI IEASI 19 H¢s ppf MIn11ESL Q PRaCp rr-eN-rl EPaxl-wsilc As wwlracrusp er ...:.:..' :..~ • P0.pi(CTIK tminas Ile. vw clrr sPCnrrcAnva _ @+ b" IUx pEP1N I LI^ fax]( 1 P B^ aF Op AT OpRCfEO J " S mR11)lAL fRl APSaovK >HXII eC nXm R EAW vAV. 1 12 BY ENOBB'.CR SECTION tpytp pyCP Bm NT P~CAST xY116C pUP pIAVINGS. NNIULE ES ANp COV[0.S. MEIMpT 10 EC USfp M I 1 TE4LIxG..Y1NUG ANI COAi1XG NAnCIE :Enlws vvfmE cnxsrvierlw Bmu¢ 1 TYPICAL FIRE HYDRANT SETTING b~ slwinca to vpcLLAi mmmi P'plw m usE. TENP-RARY HL-V-FF r a.tl vxw~ - rti, xiannt AaxNAy ,.. ¢n.r ,mmvcv n+ rAtR fi1041Cp muealw usnc PvE Pu¢. mRAaE ApAPIn+ HCpU10.E¢ AND SAMPLE TAP x sn~' q...ey ~ ~ p_nA C m ~' ). 'RAI ltp' W xw1IQ11AL Elgs NAXI[LF ~S AId Mi PER1111E0 w Y p0. 1' p1uCTERa px w..ewoa,n Pb . ¢PtPrcv vwc us & xn Ax wisl¢ w IXTIR Pvc pla+ mrlccrlw Is a rsalra:v NEpE IKET Is BpEAirn ixN1 z• AB¢vE IN INVCpI. LVIE SxALL @ C[r1SIfLnEO w e~i 2. 61 tEZT XmvE X11 IxvUn. ]YI' BvlPWxe 2 lvavr !ex ~vw / wee. PLAN TAKE 1•-B• e' c01..na e• cerPe.e a~ I.PPnO aw.. E xd.. STANDARD MANHOLE ]'-B" as"Lab" b'-V' e• L OvEp ~ TPpyp bm /-wrn +on< vmw ~ ay~yPfw b4 / m xVS- ® STANDARD 6 llRDP NAMd_E DETAIL nr s ,Wxd`~eBr~ TDP CONNECTI-N en..p~~ ~; ~ a,~ `B..<rdNp +dn tiyPa ~EWt v.w wn t . . P~e c.e-aL pemtwae a ec Xale° °` m`kiw~rzl END CONNECTION +me wro a orn.r r.~e. ~°iv ~,' roles rw xaea,t. ra x... a yr vmw cw< ue z 2 Nm Pick evo -Peretrptlnp ° p o p o Hdee n 0 o p o 0 0 -~ OSAHITAp,O .. .V.C. PIPE RESTRAINT s .. I.s 0 : E v ~ w ° a °o ° o ° B ° 0 PN1eAIN0 q Au Arltlaipn _ ~. w ate. Ttop ~eae Chebk NUELICp HI13]0 LRCk VYp c~r..awn I,Aa Pr aPPro.rd .m,e1 \ 0 ~ 0 a. xrpvxr pasurs waL t mrwcr a wP pn \ ltvebtletl Cbrpmatlm Stop MUELLER X19009 L- e1• ~ T f-e5 ]II•~ III_ 29 12' OLID EDVER n 2• I'---~ a I ~I_ ~ L ~ ~ H.vIwO w...m., liy ~ ~ Cem lep0 Sw~t1. cir~'~ 1\ I \ j' ppprovbd agvbl t TAP AT 19' ANGLE l Aemp raputrad an 1' .V[. y Drlacbppe 9100 b~C eot/Ybrdpr S'dtlle sMll npve tlbuMp 7~ ~~- bpv ~ ¢Wv Jvl, SpR B. ]100 Pptyrtnyl8/1s v dnteee s e RING - SECTION ~- • ~ ~<~ a, cl<emp r~cnpdy. vNBnt e9 W0. n p , Voter Maln N-TES Smith mVCR SECTION . 'ia~~a _ s~. ik ~i° ~ rzn ~~ M: 1. us fp,mery np Ny w10 A,d BL cp..r. o- ~1~t Leo w0. KK s ~p nwnaa rx.m PcnwPX amva ~ v :n.me 1 vau Ic P. nw uw moo om "E ' i CHLORINATION TAP SA NA NITARY SEVER tl4lE mVER KT.s A .pt c s 1125 ram .a n Ep ~p1o~ ~ °~. ct6rc~~1~H1~ m .~ .,. r, fn.. Ff,1 `T.1 , ~` ° ~~ ~- R. L h ' METRO ARCHITECTS INC / METR TS OFFICE ° "" pklxw pmpAEweHl9lg . , ~~ 7 ~ 31 4 SOUTH MISSOURI AVENUE, SUITE 311 P~sl°"1i.i is a CLEARWA7ER, FLORIDA 33756 WAT~ DETAILS -- -- 1000 ~. eI~X sTNs ,~ ACT 2 7 ZOQ6~ PLANNING L)EPARTMENT CiT! OF CL.EARWATER s y~ i L PLANT MATERIAL SCHEDULE eh CWa eOi11a1G11Ni» COeMOM InQ OEffiGTOa arAalm na nGrnrattusnrnax0 urwmc uc lau.»rtcrr~ ee.e cnn wm»vaeoouvuun mvnrrn ~ Lv»mu~um war amore Lau.vm., lea.: >oa aav. mxrev.le»em >ae vna 00o wouu es IMecs ma.G.o mswnlamuu rn.~ux a.a..asw nwaaX a c nEr GV.a~ Glmovxour ikn MOLLY aGL »tt~rt..xwi uwoml . N'ae YaMOaa >fML 1a M m Ap Ln1laW.inbmMl YW'AMiNflpV.l AnA U.mailA YOILR WX ' . a04.eiieri. >OA nawOMN aii1M61L M YN iW' 1aV®GL O ae »OE.Ar+aflMllarG M Wi IIRa[IM^aGNr 1CME2' tlarE1m11LMME alMUeLR . . . . IOpL tr M..ta'av. 1M0.~ m Ice lovcmne&axamm ooaulOitmauv..aro e.... lar_Iran. ao+ wl eaimivaestnmx ralerrulm~wxxlc' ami.warn.nai rn w Owaavraa>.w. uaou usvaawnnvnaar eGL »a+r..rana As' .le'a4..miE ~ aiaiwxr m e awlntnsomlawum a a amanm rea»L nv rnarraaoee . voi.aem..m•w:.,uu ra m TOIOaW0g11LN11N anannase ~r GL »uAa. Asw 6 Vn5 NULMInHNLq As1aRlNtaaJRVlm ILULIDN'Ai.i la»8ra >a GENERAL LANDSCAPE NOTES 1. All pant mamdals ro M ROdda at or tiatmr gwllry, Instilled ro hphael nurwrv dendarrls. 2 AAraah ro f» ahnddW Cyprsu Aatach shill h Inddlcd ro • mlMnom of Y IMOk m dl pemlrpl arses. g, All dlmenarons to N 6ddchscked by the 4ndaatae Conr~ror pdorro consttuotlon, evMi snY tlleonpwdss nPOned Immaandy ro tha LendaoaDa AmhlNOt. a A6 mdedals mod M w epeolMd on 1M 1~Lpsosss pan. n malsdde or Iidln do not adMre ro spsdRaedom, ttmy MIILs rspamd W tM Landeeepa ArMRxn vWm proper Irrotdletbn carded Out Ey 1h0 ttmlacapa Cwtnctor et no atltlNOnal ord. 0. Ile suOamutlona or ehanpp~ ~ NoOmpMaom mtle at dma of tatltllrt6, w es ro provide for e~u~dd 8. AD psnnDS nsesasry are ro Ds provfdsd av tlm Inedslhq oorlwoter udeta olherwlw sped6eally aroted kr Um alledlkstlona T. AO 1nalaMU WIBrouMaWr srw M/A1 nMva Nrtllhdlon vdln •OrmocoN' Wna rNSSw Iad6har a pn mwulsorom's spadtlOeeom. & AO wd m Ea 6L Auptothn Worwm'. 0. LarldaeaDs Contrwror aha0 M 1'HPandda In mdnMNaoa M s1 Undawp0 mdaha wta 0rerdb bind Apxpancs Iran tlq Omrrer. Ndntanana alrefl Irmhrde rnowhry, preMnp, rraadllp wd Isrmtratlsn ro koap iM Iwtlaeap matadtl In seeaptaals aelldldan d s0 Wllaa. llllar removd b Iimhsd ro dseda gOMrebd adlhln me Iandaoapa IMtdlstlon arM mddenanta teaks. 10. Ail ves mklrr6 m.tsdd anaR M rsrnevstl W taousetor aRerane van. 17. No Cmnreoror dpnaps Is dloMad on ihs oonswddon stts WMmrt tvdRw parmisalon d ills Orrrrr. TREE IIEMOYAL 6CHEDULE m or r on r cn.e'r rAnx r ~rra~„a f owMima ca.eil..+ tl CM.r4.n Ya OMra IaM Om f r.anpppp appip.~nrws WOtl f a.e.wa+v r i ra. ra.aaawe v > oavaavrm. airerrau me rraa tna INTERIOII lAND6CAPE REDUIRElAEN1S roanwmX,uwAna ruega aa~a.amwo+ aam~~aa prpn n rawr.oural nrwr ervA~paab a~a>oan ~a m nun0lle nplnmxM N sas Oumae lesru bMM 14m!>mris rW e0a 0~~>T~p ImLYM: _ m Map arrsiaporT.~ rnr m wn.m wrr.«m nr n N r N V ti 4 a~ MQ N 1 O A ORIGINAL RECENED ACT 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER p ~, E O Y ~F C aim ~~ z ~ /~~ w V 4 V 3 z a ~~ Q w W eo. riu.» u^I"i _L~ _,pn_rop. S'~~.~ © UWKARAMOrtR A!{JAllaO ,. _ 2O,_pe NORTH tANf><+fAOE o l o `x o' q o' B o' lnnN x..51.1 ®RIGINAL ~2ECENED CCT 2 7 2006 PI~INNINCa DEPARTMENT CIS ~~ ~gRWATER B L~ Or.00R~LL t SHRUB 6 GROUNDCOVER PLANTING DETAIL ~,gy1 xrn xo,m,..r,.~~.,«e .N.~„~n,,.m~.,.~,•~o• d ~ ~ ~ ~ b d ~~~~ J ~ d ~ a a~ ~ ~ d ~M~.. ~~~N, ~rax,~ _........,__ `,,.,~ , N~ ~.N~~....~.,~ y TREE PLANTING DETAIL L921 x16 .~„x..,..N~.~,a,.,rao„,x,.. ~~.aa~ ~~ a~~~ ~C 'llINIO wpilG ~ ~ \PD91nDNpITUNN000'. ~ ~ ve9UNW puv ~CCOUMJ .D Ip~ / ~-~ IIWAIQR 2 \ TREE BRANCH PRUNING DETAIL L521 / xrs •fi~6. M A : ~ : ~ 6 Q ~.. i1 ~ t:. 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NO MSTRUNENTS aF RECORD REELECTING OWNERSHIP, NTS HAVE BEEN Po ~ n N ~ U S S t ~ ~ i ~ IT FiE 9fil~ RE~ AND OM AL RNSED SEAL OF A FLARtDA UCJ?N ~ SUR YEYOR ~D NMPER. I ~T Y i1LlD U N 1ESS BE RS 1 dN LOCATED UNEESS OTHERWISE SHOWN HEREON,, 1}I SURVEY THIS SURVEY IS VALID FOR 40 GAYS CERTIFICATION: FLOOD ZONE; "X" COIOIUNTTY PANEL INC A 1 V 7O SURVEYING 1 HEREBY CERTIFY THAT MIS SURVEY MAP WAS MADE UNDER NY DIRECTION ON THE DATE SHOYR! AND MAT IT ACHIEVES TFIE MINIMUM TECHMCAL No. 126088-0tOBH . L , PROFLSSIONAL SURVEYORS dt AfAPPERS tE /7101 STANDARDS PER ME BOARD OF PROFESSIONAL LAND SURVEYORS AND MAPPERS DATED: 05-57-05 9851 82ND AVSNUS NORTH SU1R'S J IN CHAPTER 61Gt7-8, PURSUANT TO FLOWDA ADMINISTRATION CODE, IFFDRMATIOi SHDVN FIEREDN BY ND MEANS PINELLAS PARK. FLORIDA $3781 SECTION 472027, FLORIDA STATUTES. REPRESENT A DETERHINATIDN ON VHETHER PROPERTIES ViLL OR VILL NOT FLOOR 727_528-2999 OR 528-1839, FAX 727-52$-2098 8Y: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DATE SIGN: 09-03=2006 _ _ LAND VITHIN THE BDIAmARIES fF THTS E-MAII. AYU309URV&1'tNG~YAH00.COM fiRROL A. AYUSO, P.S.[ ~l5955 ~~~ ~ IULY NDT SE SUB.~CT Ttl REVISIOtiS DATE: FlLE NO. 80043007 SURVE'f FlELD DATE: 07-30-08 CHECK BY: EAA DRAWN BY: PYW FlELD CRE1Y. BR/ST