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FLD2007-05016l a LL T Planning Department � � ater 100 South Myrtle Avenue E. Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets ❑ SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 ❑ SUBMIT APPLICATION FEE $ CASE #: f'4 U rW a p RECEIVED BY (staff initials DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) Residential Infill Project (Revised 04/24/2007) A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: Alberto F. Baraybar 15560 Gulf Blvd. Redin ton Beach, Fl. 33708 _(727)709 -6331 FAX NUMBER: (727)398 -7837 _ (727)709 -6331 EMAIL AlbertoBaraybar(a yahoo.com f FAX NUMBER: EMAIL: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: v 0'n!'-X PROJECT VALUATION: $4,000,000 STREET ADDRESS 21t - -O�ltt� Pn;r� PARCEL NUMBER(S):_2a _ I� , y� �, _ ovo _a IOv PARCEL SIZE (acres): U �� 5 PARCEL SIZE (square feet): LEGAL DESCRIPTION: l'V�u G C8C-0 --; 0P nt ti � � lrl t wjc-A \-vtna>-� tav l } TVI"4 2 PROPOSED USE(S): 0 tt- VA2006 \06 -023 Villas San Michelle - Clearwater Beach, FL\dev app Page 1 &2.doc Pagel of 8 JUG. 16 2007 E PLA,NNi3 r&: i TU'AEfT CITY OF CLUOINATER Proposed 8 unit condominium building with four stories of 2 units each over parking garage. Total building square footage is 37,275 square feet. Proposed plan will require a reduction to the front (North) setback from 25 feet to 24 feet (to building) and 3.4 feet (to pavement), the rear (south) setback from 15 feet to DESCRIPTION OF REQUEST: zero feet (to pavement), the side (east) setback from 10 feet to 7.5 feet (to pavement), and side (west) setback from 10 feet to 5.5 feet (to pavement); and an increase in building height from 50 feet to 61 feet as a residential infill project pursuant to section 2 -4041 of the community development code. Specifically identify the request (include number of units or square footage of non - residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) V IGH L Rte»® ILL' 16 2007 VA2006 \06 -023 Villas San Michelle - Clearwater Beach, FL \dev app Page 1&2.doc r'� p11 G1� Page 2 of 8 Cf'y OF rL GIC 0 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), X(if EVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (seepage 7) D. 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: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which It is located. The proposed multi - family development of the land will be consistent and compatible with existing building structures and uses of surrounding properties by: a) a building which have a scale and bulk which is visually compatible in width and height with other buildings within the vicinity. The two existing buildings located immediately next to the subject parcel have less height. However, those buildings are aged in design and function. Other buildings within the vicinity have heights equal to or greater than the proposed development. The proposed building heights will be well within the varying range of existing building heights. b) a development which will have site coverage equal to or less than other properties in the vicinity. The height of the proposed building will allow ground level parking within the perimeter of the building structure, thereby maximizing open space and minimizing the parking of vehicles exterior of the building and adjacent to the public right -of -way. Building set -backs are consistent with those of most other buildings in the vicinity. c) a development which will have a density consisting of 8 residential units which is less than permitted by code. The density is equal to or less than other properties in the vicinity. d) a building which will be within the context of the community character. Surrounding properties are fully developed with aged multi - family residential structures which have a density and intensity, including height, equal to or greater than the proposed development. 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 proposed development will neither hinder or discourage appropriate development and use of adjacent land and buildings. Adjacent properties and other lands in the vicinity are presently developed and used for multi - family residential purposes. There is no adjacent undeveloped land. The proposed development will not impair or otherwise adversely impact any redevelopment of adjacent parcels in the future, as the proposed development of the subject parcel will not impair or adversely affect density allowances, building set - backs, traffic engineering, storm water drainage or services of any other property. Adjacent properties are improved by buildings which are aged in design and Dhhysical condition. The proposed development will enhance the values of adjacent properties. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The proposed development will not cause any adverse affect or impact upon health or safety of any person or property. The proposed development is for residential purposes with a density less than allowed by current zoning and land use designation. 4. The proposed development is designed to minimize traffic congestion. The proposed development will involve only 8 residential units when current zoning permits 11 units. The development has been designed and engineered for proper curb cuts and traffic direction, with on -site parking which exceeds code requirements. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The proposed development is consistent with the surrounding residential uses of other properties. Neighboring properties are developed and used for multi -story, multi - family residential buildings and structures. _ 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The building structure has been designed to minimize any adverse effect upon adjacent properties. The density has been reduced to a level below that which is permitted by code, and the building size and height has been designed to be consistent and compatible with surrounding properties. OR110 RELMYND JL.'4 16 2007 PLAN(v` 7 »i'e', UOIIE Ti CiTy CF ,,;L&�'YVATER CADocuments and Settings \lcurtis \Local Settings \Temporary Internet Files \OLKDE \development application city of clw.doc Page 2 of 8 0 0 WRITTEN SUBMITTAL REQUIREMENTS: (Residential Infill Project Criteria) ❑ Provide complete responses to the seven (7) RESIDENTIAL INFILL PROJECT CRITERIA — Explain how each criteria is achieved, in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. Density of development has been reduced from that allowed by code. Minimum variances are needed to accommodate the construction of a building which is consistent and compatible with surrounding buildings and structures. Density and intensity have been minimized and do not exceed existing development and use of neighboring properties. 2. The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) The development is consistent and compatible with surrounding properties and will not cause an adverse impact upon the fair market value of any property. Surrounding building structures are aged multi - family residential buildings; and fair market value of those properties should be enhanced by the development of the subject property. 3. The uses within the residential infill project are otherwise permitted in the City of Clearwater. The proposed development and use of the property are permitted by applicable code of the City. 4. The uses or mix of use within the residential infill project are compatible with adjacent land uses. The proposed residential development and use of the subject property is consistent and compatible with the existing multi - family residential structures and uses of all adjacent properties. 5. The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel proposed for development. Properties within the immediate vicinity of the parcel are developed and in use with aged multi - family residential structures. Immediately adjacent buildings are aged in design, appearance and condition. The proposed development will involve a building of current design which complies with present building and flood elevation code requirements and will including ground level parking within the boundaries of the building to improve appearance and traffic flow onto public right -of -way. _ 6. The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The community character of properties in the immediate vicinity of the parcel has been established by the existing multi - family residential developments. The proposed development of the parcel will enhance such community character by: a) a residential use which will be consistent and compatible with the existing community character; b) a density and intensity of use which is less than permitted by current land use designation and is less than many of the existing properties within the community; c) updated architectural design and new construction which conforms to current building and applicable flood elevation requirements, as compared to many existing structures in the community which are aged in design and physical condition; d) improved engineering and site use for improved vehicle traffic flow and parking as compared to other properties located within the community. The proposed development will allow the majority of vehicle parking to be contained within the boundaries of existing structures and will minimize parking adjacent to the right -of -way, thereby enhancing safety and appearance. 7. Flexibility in regard to lot width, required setbacks, height and off - street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The applicant is requesting minimum variances to building requirements and criteria. Flexibility with regard to setback are height will allow the following benefits to the community: a) a residential use of the parcel for 8 residential units, at a density less than permitted by current code and less than other existing properties within the community; b) elevation of the 8 residential units for compliance with flood elevation requirements, resulting in a total building height is equal to or less than many existing buildings within the vicinity of the parcel; c) use of ground level for parking of vehicles within the boundaries of the building structure to minimize parking adjacent to the public right -of- way as compared to other properties in the community; d) minimized use of open space and right -of -way areas for vehicle parking, increased fire and emergency access and improved parking and traffic flow; and e) building set -backs which are consistent and compatible with those of most building structures within the vicinity of the parcel. E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) ❑ A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ❑ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. OR1Ol RECUD ❑ At a minimum, the STORMWATER PLAN shall include the following; ❑ Existing topography extending 50 feet beyond all property lines; ❑ Proposed grading including finished floor elevations of all structures; JUL 1 6 2007 ❑ All adjacent streets and municipal storm systems; r:: "4`JjEN PLA�VIV`ii� �: AW r� CADocuments and Settings\Icurtis \Local Settings \Temporary Internet Files \OLKDE \development application city of clw.doc CITY OT ^L j ATER Page 3 of 8 CITY l� E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface; including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. At a minimum, the STORMWATER PLAN shall include the following; Existing topography extending 50 feet beyond all property lines; E7� Proposed grading including finished floor elevations of all structures; Cr- All adjacent streets and municipal storm systems; Q/ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; B,/ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; 2"" 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 STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; D/ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) — please design around the existing trees; L;1( rol TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; A)o-r At- PLI,CR6LE- ,� vS T PALM 5 cAj cb %? E LOCATION MAP OF THE PROPERTY; PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; /J 6T ,14.ty1?LI CAa31L>: 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; �i RIC7l ft RECEND I 5: \Planning DepartmentlApplication Forms \Development Review\2007 Forms \Residential Infll Project (FLD) 04- 24- 07.doc .I aim 6 2007 Page 4 of 8 PLANK Da'° 4,tIENrT ( ITY 0 7�t CLUOWATER 0 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) SITE PLAN with the following information (not to exceed 24" x 36 "): V" 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; ✓ Footprint and size of all EXISTING buildings and structures; 'f Footprint and size of all PROPOSED buildings and structures; ............ ✓ All required setbacks; ✓ All existing and proposed points of access; ✓ All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including vo� description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; ✓ Location of all street rights -of -way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; ✓ Depiction by shading or crosshatching of all required parking lot interior landscaped areas; ✓ Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening _ {per Section 3- 201(D)(i) and Index #701 1; ✓ Location of all landscape material; a� Location of all onsite and offsite storm -water management facilities; ✓ Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. LR/ SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: ✓ Land area in square feet and acres; ✓ Number of EXISTING dwelling units; Number of PROPOSED dwelling units; 4% Gross floor area devoted to each use; / Parking spaces: total number, presented in tabular form with the —__- number of required spaces; ✓Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility _✓ easement; _✓ Building and structure heights; ✓ Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. EXISTING REQUIRED -- -- M3�c —. —. N) A N P-- �55a0 /r X U REDUCED COLOR SITE PLAN to scale (8%X 11); FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: ✓ One -foot contours or spot elevations on site; _✓ Offsite elevations if required to evaluate the proposed stormwater management for the parcel; ✓ 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); I/ Building and structural setbacks (dimensioned); Structural overhangs; S: \Planning Department\Application Forms \Development Review \2007 Forms \Residential Infill Project (FLD) 04- 24- 07.doc Page 5 of 8 PROPOSED C, AMF_ 2160 sp I'll A - 52�_�r,— _ 7�G ORIGIG 1 Ri® JUL 16 2007 PLAWK v Cff YCraC' 0 0 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) 5K LANDSCAPE PLAN with the following information (not to exceed 24" x 36 "): ✓ All existing and proposed structures; ✓ Names of abutting streets; v/ Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; r/ Sight visibility triangles; ✓ Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required ✓ tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant of schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all __ existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and ✓ percentage covered; _✓ Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); ✓ !_ Irrigation notes. ® REDUCED COLOR LANDSCAPE PLAN to scale (8% X 11); COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) f' BUILDING ELEVATION DRAWINGS — with the following information; ✓ All sides of all buildings; ✓ Dimensioned; ✓ Colors (provide one full sized set of colored elevations); V"' Materials; ° REDUCED BUILDING ELEVATIONS —Same as above to scale on 8 %X 11. J. SIGNAGE: (Division 19. SIGNS/ Section 3 -1806) /101 Aj>PLVAilL� All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) Comprehensive Sign Program application, as applicable (separate application and fee required). Reduced signage proposal (8'/� X 11) (color), if submitting Comprehensive Sign Program application. ORIG RE�l�f[ J UL 1. 6 2007 SAPlanning Department\Npplication Forms\Development Review\2007 Forms \Residential Infill Project (FLD) 04- 24- 07.doc Paoe 6 of 8 P6.ANNa ��- �r". ft`74 NiEN-f CIS!' OF Ci.EaWATER 0 0 I K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) ca APQLI CA3LC Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a " Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727- 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. El Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): - Traffic Impact Study is included. The study must include a summary table of pre- and post - development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and /or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. I-'`t" Acknowledgement of fire flow calculations /water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true a9ld accurate to the best of my knowledge and authorize ty re resentatives to visit and photograph the property escrd in this application. Signature of /op 4 wner or representative ORIGNAL STATE OF FLORIDA, COUNTY OF PINEL S Stry to ar�d sTbs�i d- before me this L}l ," day of )1rk - A.D. 20 0-b to me a or by }(' eTp ii5 A k 4 who is personally known has prodred Qcen,sc as identification. N to public, My commission expires: SAPlanning DepartmenAApplication Folrmskbeve1 oAe2QRZ,,12007 Forms \Residential Innll Project (FLD) 04- 24- 07.doc Page 7 of 8 i'1P►NNW- D � T "'AE i CITY GE CLEj ►TER MV C0h,1K 1 --.. ne � 11533 EXPIRF5 50NDEp rH2U�6 2007 U iP05'F4IM INSUr e;��p .,,, Division of Coiporations . 0 Page 1 of 2 Florida Limited Liability GREY DOLPHIN, LLC PRINCIPAL ADDRESS 14550 -58TH STREET NORTH CLEARWATER FL 33760 MAILING ADDRESS 14550 -58TH STREET NORTH CLEARWATER FL 33760 Document Number FEI Number Date Filed L05000067970 203166165 07/11/2005 State Status Effective Date FL ACTIVE NONE Total Contribution 0.00 Registered Agent Name & Address BACON, DAVID A 2959 FIRST AVENUE NORTH ST. PETERSBURG FL 33713 Manager/Member Detail Name & Address Title CHAPMAN, R. TOM 14550 -58TH STREET NORTH MGRM CLEARWATER FL 33760 BARAYBAR, ALBERTO F 14550 -58TH STREET NORTH. MGRM CLEARWATER FL 33760 REMID YX 16 2001 PJANNIKS D:,z47J 0ENT CITY Cr CLUWATER .. http: / /www.sunbiz.org/ scripts /cordet.exe ?a1= DETFIL &n1= LO5000067970 &n2= OFFFWD... 5/4/2007 Division of Corporations . Annual Reports Report Year Filed Date 2006 03/09/2006 2007 03/20/2007 . Page 2 of 2 Previous Filing - Return to List Next Filing No Events No Name History hiformation Document Images Listed below are the images available for this filing. 03/20/2007 -- ANNUAL REPORT 03/09/2006 -- ANNUAL REPORT 07/11/2005 -- Florida Limited Liabilites THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT ORIGI 4 RlD JUL 1.6 2007 PlAiN�,' ..y11L'�ar',,j AWII'tAE CITY CF CLUOVATEP http: / /www. sunbiz. org /scripts /cordet. exe ?a 1= DETFIL &n 1 =LO5 000067970 &n2 =OFFF WD... 5/4/2007 I #: 2006075152 BK: 14958 PG: 1466, 02/2006 at 02:56 PM, RECORDING 3 PAGES • $27.00 D DOC STAMP COLLECTION $14000.00 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKSPI8 This instrument prepared by David A. Bacon, Esq. 2959 First Avenue North St. Petersburg, Florida 33713 WARRANTY DEED This Warranty D,ed' it made and executed thisO? day of February, 2006 by and between the Grantor and the Grantee named below . ;;' GRANTOR: .-.';'BADGER PROPERTIES, LLP, a Florida limited liability partnership GRANTEE: `GREY DOLPMN, LLC, a Florida limited liability company GRANTEE ADDRESS: 14550 -58th Street North Clearwater, FL 33760 ` WITNESSETH: `�-T-J AT the undersigned GRANTOR, for and in consideration of the sum of TEN DOLLARS ($10.00) and far othergood and valuable consideration paid by the GRANTEE, the receipt and sufficiency of which are hereby aclaiowledged by GRANTOR, has granted, bargained, sold and conveyed, and by this instrument does grant, bargain, sell, convey and confirm unto GRANTEE, and to the assigns and successors in interest of GRANTEE, all that certain real property described below: LEGAL DESCRIPTION: See Legal Description attached hereto as Exhibit "A" PARCEL 1D # 08/29/15/43398/000 /0100 08/29/15/00000/120 /0200 SUBJECT TO: 1) the general lien established by law to secure the payment of real property ad valorem taxes for the year of this instrument and subsequent years; 2) matters of zoning, land use and building regulations and restrictions imposed by governmental authority; and 3) easements, covenants, restrictions and matters of Public Record. TOGETHER WITH all tenements, hereditaments and appurtenances, and with every privilege, right, title interest and estate thereto belonging or in anywise appertaining, TO HAVE AND TO HOLD, in fee simple, absolute and forever. RECtlybol JUL 16 2007 PLANK V '- V.Y�VAENT- CITY OF CB.UOWATER' PINELLAS COUNTY FL OFF. REC. BK 14958 PG 1467 AND GRANTOR does covenant "and warrant that GRANTOR is lawfully seized of the subject premises, free from all claims, liens or encuinbrances except those herein -above stated, with good and lawful right, power and authority to hereby convey the same io GRANTEE; and GRANTOR further hereby warrants the title to the land above described, and will defend,the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the GRANTOR has caused this WARRANTY DEED to be duly executed upon the date first above wriiten.', GC CAJ Printed STAIS,OF FLORIDA COUIV:I Y OF PINELLAS BEFORE ME personally appeared ROGER LARS( and lmown to be the individual described in and who execute limited liability partnership, severally aclmowled d to and witness my hand and official seal th s day of: My Commission Expires: JODILYNN FURLONG MY COMMISSION#DD27673B • ��r€ EXPIRES: FebNary 15, 2006 t B —M T _ Nam P,nt um.� BADGER PROPERTIES, LLP, a Florida limited liability p Y� R ER A. LARSON, President .-.we mownhisdrivices licenseasidentifcation, the g insf Badger Properties, LLP, a Florida ;for he executed such instrument as Manager of such entity. pOR — 1GJ,1 �P'L `• 6Eb D JUL 16 2007 PLAN N*- Q b a [- irk'- CITY Ca= L&M�rMATR r� PINELLAS COUNTY FL OFF. REC. BK 149580 1468 • EXHIBIT "A" 1 LEGAL DESCRIPTION PARCEL L• Lots 10 and 11, UNIT 5A, ISI:AND,ESTATES OF CLEARWATER, according to the plat thereof, recorded in Plat Book 60, Page(s) 51, Public.lYecgids of Pinellas County, Florida. PARCEL H: A parcel of land being s,portion of the Waterway according to UNIT 5A, ISLAND ESTATES OF CLEARWATER, as recorded in Plat;Bo6k~60, page 51, Public Records of Pinellas County, Florida, lying within Section 8, Township 29South,Range'`1 T st' City of Clearwater, Pinellas County, Florida, being more particularly described asfollows: Begin at the Southeast corner of Lot 10, UNIT 5A, ISLAND ESTATES OF CLEARWATER, as recorded in Plat Book 60, pase'51, Public Records of Pinellas County, Florida, same also being the Southwest corner of Lot 9, said UNIT 5A ISLAND ESTATES OF CLEARWATER; thence South 22 deg. 29'54" West along the Southerly extensiari'416 field located East line of said Lot 10, for 146.58 feet to the point of intersection with a Southerly line of skid UNIT 5A, ISLAND ESTATES OF CLEARWATER; thence North 67 deg. 46'15" West along said Sou&h ill line of UNIT 5A, ISLAND ESTATES OF CLEARWATER, for 120.15 feet to the point of intersection wifh.theSoutherly extension of the field located West line of Lot 11, said UNIT 5A, ISLAND ESTATES OF CLEARWATER; thence leaving said Southerly line ofUNIT 5A, ISLAND ESTATES OF CLEARWATER, North 22 deg. 32'03" East along said Southerly extension of the field located West line of Lot 11, for 147.16 feet to the Southwest corner of said Lot 11, same also being the Southeast comer ofDOLPHIN POINT, A CONDOMINIUM, as recorded in Condominium Plat Book 36, page 76, Public Records of Pinellas County, Florida, same also being the point of intersection with a non - tangent curve concave Northeast; thence Southeasterly along the South line of said Lot 11, along the arc of said curve, from a radial bearing of North 24 deg. 28'32" East, having a radius of 170.00 feet, a central angle of 02 deg. 01'22 ", an arc length of 6.00 feet, and a chord bearing South 66 deg. 32'09" East for 6.00 feet to the point of tangency; thence South 67 deg. 32'50" East along said South line of Lot 11 and the South line of said Lot 10, respectively, for 114.06 feet to the POINT OF BEGINNING. ORIGEWL RI -CMAD T1.111 ? 6 2007 CITY Os C'I,F,4.1 AfA!FP. 0 • ARTICLES OF ORGANIZATION OF GREY DOLPHIN, LLC The undersigned, R. TOM CHAPMAN and ALBERTO F. BARAYBAR, as the subscribers to these Articles of Organization, hereby present these Articles for the formation of a limited liability company under the provisions of Florida Statutes Chapter 608. ARTICLE I. NAME OF LIMITED LIABILITY COMPANY The name of the limited liability company shall be GREY DOLPHIN, LLC ARTICLE H. TERM OF EXISTENCE The existence of this limited liability company shall commence upon the date of filing of these Articles of Organization with the Department of State, State of Florida, and shall be perpetual unless earlier terminated in accordance with the laws of the State of Florida. ARTICLE III. PRINCIPAL PLACE OF BUSINESS The principal place of business, mailing address and 'initial registered office of the limited liability company shall be14550 -58th Street North, Clearwater, FL 33760, located in Pinellas County, Florida, but the limited liability company shall have the power to establish branch offices and other places of businesses at such other place or places within or without the State of Florida as may be determined and deemed expedient. ARTICLE IV. INITIAL REGISTERED AGENT The initial registered agent of the limited liability company shall be the following named person at the following address: NAME OF REGISTERED AGENT: DAVID A. BACON ADDRESS OF REGISTERED AGENT: 2959 First Avenue North St. Petersburg, Florida 33713 ORAI IM AL RAND JUL .16 2007 CITY 07 LU,;A WATFP ARTICLE V. MANAGEMENT The Limited Liability Company created and formed by the filing of these Articles of Organization shall be a member- managed company. R. Tom Chapman and Alberto F. Baraybar are the uiitial Managing Members, each holding an equal (50 %) membership interest. IN WITNESS WHEREOF, we, the undersigned, have hereunto set our hands and seals, acknowledged and filed the foregoing Articles of Organization under the laws of the State of Florida, this 2q--,g day of June, 2005. R. TOM ALBERTO F. STATE OF FLORIDA COUNTY OF PINELLAS BEFORE ME personally appeared R. TOM CHAPMAN, tlhaclknowledged ell known and known to be the person described herein and who executed the foregoing instrument, and to and before me that he executed said instrument for the purposes therein expressed. -i ' "� Judith A Raney WITNESS MY HAND and official seal, this 2Lp -"day of June, 2005. R My CommissionDD112364 Gov w Expires May 1, 2006 My Commission Expires: Notary Public j \ /PArV`(=V STATE OF FLORIDA COUNTY OF PINELLAS BEFORE ME personally appeared ALBERTO F. BARAYBAR, to me well known and lalown to be the person described herein and who executed the foregoing instrument, and he acknowledged to and before me that he executed said instrument for the purposes therein expressed. o0 o Judith A Raney WITNESS MY HAND and official seal, this _� day of J , 2005. ? My Commission DD1123ss4. 'roc ry Expires May 1, 2006 My Conunission Expires: 0 s -o i — 2 oo G / �-�-� / l Nptary Public ACCEPTANCE BY REGISTERED AGENT The undersigned hereby accepts the appointment as registered agent of GREY DOLPHIN, LLC which is contained in the foregoing Articles of Organization. a ORIGaad Dated this day of June, 2005. RE 11199 jLIL 16 2007 DAVID A. BACON PLAN NW. SENT C11Y CIF CLUOWATER 4jjN-i8-2007 12:36P FROM:CLWTR FIRE PRVNTN 727 - 562 -4461 TO :93956826 . P.2 ClearvAder Fire 8 610 Fnrikiin Street - Cteatwalter, Florida 33756 u Public Works Administration- Engineering Department 100 S. Moo Avenue, Suite 200 - GaaTwater, Florida 33758 Fife Flow and Nydnnt Worksbeet This workshest b repldnd tD Oe ODbnMiad to aid approved by the A4dha tqt t4ving JW18diedon (AM PrW to Me 0 far ww project that Is man Than 3 etorNe or more than 30`1 NsgM Obese 01101eaest Fin ospt vellw wmen paw or for sny adom project awt w o n p*e an AotomMlc rlfet 6tatdpipe System eadtor Fie Pump Wton a y permtts ter maw ba9d n9 eonabuctlp, buUMS aspdtsfee ar fire hydrants wil be Ipued by #* CMy of Clearomfsr. IMo►aeadon end dssipn east oempy wMb Porlde f u hung Colo. Cimptsr 1- Fln ProlecMTnl 6yatsowk Floods Fin Premulao Codeto Ia tuft nppNmblo ffFPA Code {NFPA 1,13,130,'13E, INk 1115, 21N 261 and 1142 Aanam ") sad AyWUA M-17 - ImMIsdon, Rdd TWO" and Ofthb ntice of Fin Hydrae~&. 1project Information project Name. 1�/ 1 Lc,�4 a 1= SA ww.t► iM t PLC_ Project Address' f%t - 1 e.� P-O I N 1 - -- Pro" AddrNa Garrent Water System Inforow" Loceow of nearest Fin How* 2\ \ 1oLaN t �. P01 6i i- "Yom t• 2 3 Size of wetw Mahe supplying Fin Flow: Stolle: _ pal Rowuse -�5-2 pw oblance of test Qauvaa ntsttw to the bass of the riser. Looped System or Dsad••ad WM? 'Dtc As,Z S.,• u ti Phut 14 so Flow: —t � C gpm ►Tar►r wttel n o a v Axel (EA aretlon) n h HyftM reef Conducted W. G -,'t r l ca w TZw �-t� c� ►� (Indudelaitech can of aay.l tat sheet) HFPA Natafd C104811"don A—* 9ralem runs Asa tall 130011N /aoRum teeRte Nap foam) Oulswe None heel atleetl add81or1e1 sheets a raptred. TOTAL NMED FIRE FLOW MYS.): GPM 18 EXISTM O SYSTEM SUPPLY OLWRCIENT TO MEET N.F.F. ABWVV = NO YES Codes and StsndarM K y ,. It NCOL C1—.UM III— C,Ialww rM flrAv ♦annN r`ifA— er RMlu EMOD attach addNNO!!106!0If nalrired. 9 "Praiser hrdades a Ftn Pump. suvoly On folfowiaa: Fbe Pump betone011, Panmp Capeohr- on41te Stange Tank CaPCHA t -7�5 d ppm Chum Preteuw. `17 o Pd 844 Psi Pressure 0150% flaw: 65- Pm r , r.-;; T IF y attach addNNO!!106!0If nalrired. 9 "Praiser hrdades a Ftn Pump. suvoly On folfowiaa: Fbe Pump betone011, Panmp Capeohr- on41te Stange Tank CaPCHA t -7�5 d ppm Chum Preteuw. `17 o Pd 844 Psi Pressure 0150% flaw: 65- Pm JM- 18-200? 12:37P FROM: C(-WTR FIRE PK NTN 727 -562 -4461 TC: 9395O826 P. 3 prepare► Nams: SAIL/ i R Uti 64c1 com eriv toonc QeGc� V-4-r -- sysi -c-w,S MOUVAddleee: AM )JAA RI vo 31� City: t t-' Stab: C-(.ofZj 94 r� Ax as: 3 3 2? 8 c� pho %27 5, 14 O g 2S` t7 o Z% Fax: _ -1 7 3015 .E Seal E Add nd MormsHr+e ttt-grtkod Fin pnvotMlon liaee to lea addreessd prior to CM aPVM"t Provkts Fin Flow ComdMbns / WSW Shdy by a FIRE PROTECTION ENG'NMR to avaae an adoiWate water ta�ply is avalhbis and b delermMa 0 arty Ypgfedes Rre togtdred by the devebper dw b the Impaa of thle min" Tfa wale► supply must bs able tb support dxr needs cl any required Fire sprinkbr, standpipe aoQlor 11►s pump. lf a rive tip lanxpthM the rater supply neat be "to supply 13416 M !a rated tapadly. Cemp6ance wNh the 2004 Fbrida Fire Ptetrant W Code b kxk ds NFPA 13. NFPA 14, NFPA 20, NFPA 281, and NFPA 1142 (Am= h9 Is mQuw . 2- WMn an FDC b nquked. it ahaf bs a rninintuev et 19 from budieq and d" i we a fin hydrook wodn 4a'_ Th4 hydreM OM nd be Io " on same mein as Fire Sprinkle► avid must be eh'ripply side d dutlie detector cl eeR wake. Thb hydrant le lo oddtion to Mte trydMO tilt is tsqusod tar tirefOOV putpow that is to be WMkl 300' of bnikfing as the have Isys end an dw some aids of street ore the prated. 1* Provide end draw an 1M plan mbdmwn 30' batting radius fbr errl0rVWM vahlde kWm end egnie at eii entrance amt "No. 4- Provide and dew an do A* pion 24 R width si driveways I ddve melee far emorlormy vshkb im rses and ogress for acrd and rear Paridng bts. More driveway is Wh by an Island vMgt one -way vaMc each side or Island provide end slow on sits Plen a MM-n re 20 ft width drivemmy on each olds of ihs bond 5- Provide Ore deporbywd Booed roadway (With tum- ramund, y. T or C"9-Sac) in accordarms Wdt WPA -1. Fbe Deperbnerd access roadway must two 24 -root clear vrldih end 144M vwtieal eleasrrM and be Capable d supporting ors weight of Me departmen! vehldes (80.000lbs) O IGIMAL RE ND JUL 16 2007 CITY CF CLEi, -*A ER t 06/25/2007 14:26 7275624961 PUBLIC UTILITIES PAGE 02 OKIG14 I R ;SHAD JUL 16 2007 ('IW" CF CCU WATiI R FLOW TEST CITY OF CLEARWATER WATER DEPARTMENT LOCATION Vila"v DATE OF TEST I O Al I ISTATIC: PSI RESIDUAL. PSI c r I IPITOT PSI 3 q V 713 A:231 FLOW GPM ct 170 ?BW INYDRANTS IGRIDN (:�(o-:2 IMISC: coeR'l oen+ A Aocorate- S s-feyns CUSTOMER REQUESTING TEST OKIG14 I R ;SHAD JUL 16 2007 ('IW" CF CCU WATiI R Engineering, Inc. June 14, 2007 City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Attn: Robert Tefft & Case Planner Subj: Villas San Michelle — 211 Dolphin Point Re: Pavement/Landscape Setback Variance 0 439A Causeway Boulevard Dunedin, Florida 34698 Phone: (727) 733 -3111 Fax: (727) 733 -3470 According to the current city standards, a 20' setback is required between the right -of -way line and the pavement. In the case of this project: the setback to the first parking stall being 3.4' instead of 20'. We are respectfully requesting an exception to this requirement under flex standards for the following reasons: 1. The depth of the site is restrictive. In order to provide reasonable parking on the exterior of the building, we need to have parking located within the 20' setback. 2. The required depth accounts for visibility of a driver from behind the right -of -way line of oncoming traffic. As this site is located on a cul -de -sac bubble, there will not be any . significant eastbound traffic at the driveway location. Also, any westbound traffic will be on the other side of the road. Under these conditions, the typical driver leaving the site will be making a right -hand turn. This request does not create a substandard safety issue, as instances of crossing traffic will be rare and visibly unimpeded. Thank you for your consideration. Sincerely, 7 Gary Boucher, PE Project Engineer ORIGINAL Qi.9-ft JUN 18 2007 PMNING DRA Ni CITY OF CLEARWATER C7 • STORMWATER REPORT for: Villas San Michelle June, 2007 Ce '� JUN 18 2007 PLANNING ®EPARIMEN CITY OF CLEARWATER Ury A. Boucher, P.E. # 22885 Ozona Engineering, Inc. 61( 439A Causeway Blvd. Dunedin, FL 34698 Ph: (727) 733 -3111 0 0 • 0 • Villas San Michelle STAGE /STORAGE CHARTS AND WATER QUALITY Site Area = 16,100 sf Water Quality Volume for Retention =150% of 16,100 x 1/24 =1,006 cf Volume Achieved at Elevation 5.75 = 927cf Plus volume in pipe = 40 x 1.77 = 71 e Plus volume in inlet = 2 x 3 x 1.6 = 10cf Total Volume Provided = 1,008cf Top of wall and containment berm = 6.25 (f.b. + 0.51) Villas San Michelle STAGE / STORAGE CHART ELEV. AREA (S.F.) AREA (ACRES) INCR. VOLUME (A.F.) ACCUM. VOLUME (A.F.) ACCUM. VOLUME (C.F.) 4.15 147 0.00337 0.00000 0.00000 0 4.25 178 0.00409 0.00037 0.00037 16 4.50 291 0.00668 0.00135 0.00172 75 4.75 364 0.00836 0.00188 0.00360 157 5.00 504 0.01157 0.00249 0.00609 265 5.25 761 0.01747 0.00363 0.00972 423 5.50 1006 0.02309 0.00507 0.01479 644 5.75 1255 0.02881 0.00649 0.02128 927 Drawdown is accomplished by 40 linear feet of 6 -inch infiltration underdrain in 14 hours (see drawdown spreadsheet). SHWT taken at average annual high tide (2.2 NGVD) due proximity to Clearwater Harbor. Pond bottom set at elevation 4.15 and minimum underdrain invert set at elevation 3.03. ORIGINAL Discharge is direct to Clearwater Harbor, therefore no attenuation is required. MCERD JUN 18 2007 • CJ • POND DRAWDOWN ANALYSIS PROJECT: VILLAS OF SAN MICHELLE VOLUME PROVIDED (CF)= 1,008 BOTTOM OF SLOT ELEV. = 5.75 BOTTOM OF POND ELEV. = 4.15 UNDERDRAIN INVERT = 3.15 K = 0.05 (FT. /MIN.) LENGTH OF UNDERDRAIN = 40 • POND AREA (SF) = POND AREA (SF) = for commercially available filter sand 147 1,255 ELEV. TOTAL INCR L (AV) HG FILTER FLOW POND INCR INCR FT HEAD HEAD (FT) AREA (CFM) AREA VOL. TIME 5.75 147 2.15 0.40 2.75 0.78 60 2.35 114 49 5.35 424 1.75 0.401 2.75 0.64 60 1.91 225 118 4.95 1 701 1.35 0.40 2.75 0.49 60 1.47 336 228 4.55 978 0.95 0.40 2.75 0.35 60 1.04 447 431 4.15 1,255 TIME = 825 MINUTES TIME = 13.8 HOURS ORIGINAL WCEM JUN 18 2001 • PLANNING ®EPARTMENI CITY OF CLEARWATER Location Ma p • r,'IIY OF CLEARWATER EA • • 0 JUN 18 2007 CITY OF CLEARWATER 9 0 0 Ll • 0 0 0 9 DA - SHEET. NUMBER 10 0 It'll, CO,. 1 f xa 9 1 240 000 T {U , 4 N O1 N I- N v r c �o p4m l ®oT N� OP zz 0 0 • • PINELLAS COUNTY ''WATER. & NAVIGA'T'ION CONTROL AUTHORITY 315 COURT STREET, CLEARWATER, FLORIDA 33756 ISSUED TO: WATERLINE CONSTRUCTION INC FOR BADGER PROPERTIES LLP 215 DOLPHIN POINT CLEARWATER FL 33767 DESCRIPTION: 08- 29 -15- 43398- 000 -0100 TO RUPORT START DATE AND COMPLETION: (727) 464 -3770 CLERIK: 1.. P.ERMTS MAY ALSO BE REQUIRE D Mr THE FOLLOWING A.Grt.NCWS: FL KENT I3MCE D;E*P. & V.S. XR1V1 L C.O.E. 2. THE, WATERS OF YWE]L.LAS COUNT ARE LOCATED WITHIN THE PINELLAS By: COUNTY & BOCA CICEGA DAB' A(,�,UNT`IC Deputy Clerk PRIu, SERVE. SPECIAL ItEGULATTONS EXIST THAT G OVERN THE CONSTRIJC- TiON WITII,IN AN AO'UATIC .PRESERVE. .DATE OF ISSUANCE: PLEASE CONTACT THE FL D.E.P. 3. THIS PERMIT LS VALID FOR A OCK ,STRUCTURE ONLY ELECTRICAL & 10 / 06 / 2005 WATER/SEWER INSTALLATIONS WILL REQUIRE SEPARATE PERMITS FROM THE APPROPRIATE (Municipal or County) BUILDING DEPARTMENT. FINAL INSPECTION: 4. THIS PERMIT IS SUBJECT TO A 30 DAY APPEAL PERIOD FROM DATE OF ISSUE - CR,tPTER 31182, SPECIAL ACTS OF - - - FLORIDA, 1955 AS REVISED. THIS PERMIT IS REQUIRED TO BE POSTED IN A CONSPICUOUS LOCATION AT THE CONSTRUCTION SITE. . ORIGINAI. Wff%M JUN 18 2007 PLANNING DE#AMMENT C1w OF CLMWATER Direct al aDrrespondence to: r �� Clertt, Water acrd .favigetion Control Authority` 315 court Street - 'Clearwater, FL 33756 LIVTROMIIINTII rILK C0DDMR A11M Ax TI-USE DO Please type, or land print it T.. PROPFRTy, ()IVNIER INYPO 4 TION: P A. Applicant's Name: , Mailing Address: City, C. Telephone NO-(s): - 4- 11: AGE-Ml- lNT4RALkTION- !-�., blame: B. Address-. C. T'elephone- Na -l[s): I; . ITE, -Nr ORALI 01 . A. ConstrucLion Site Address: Cite: ._ [ KLWI:6.f B. Intended Use: C. Parcel ID Number: D. Incorporated: 0 E. Affected waterbody: F. Previous Permits: _ Unincorporated: 0 IV r - --vo- R naionk (OFFICIAL USE ONLY) TENT PERMT ApP1,11CATIaN ct Zj " (ON CONMOIL AUTHORITY M tQt�: I zip: _ 34-614? State,, .� � Zip: 334"1e4 G. Date applicant assumed property ownership: UST 1 month/year 1 H. Obstructions: (dogs, fences, etc.) I. Attach 8-1l2" X 11" vicinity map showing specific project location. J. All other informal ion pursusAt to P.C.O. 90 -19 (acne eti ), Section 10.9, as needed. X. Does the project abut residentially zoned property? Yes 0 No 0 L. For proiects requiring a public Shearing, attach a copy of the complete legal description_ ORIGINAL k, ��_, .( 18 2007 PLANNING DEP;aiftI ENT CITY OF CLEARWATER Apprca5on 2 (a (OFFICIAL USE ONLY) rNl. PROJECT D]E;SCR1P!r1O.N: NMT1•USE COMIERCIAL 11 A. Nature and Size of Project Wzap Rigel- 39 V squtm feet: 1/') 1 B. Variance: Yes Cl 91 No - 1 � Amount i1a variance: L�en;th: Wldth: Setbacks: L R IN-OT-B. it iz thp applicanees responsibility to clearly demonstrate that an requested, va-lances are consiste-11t NN,,th the variance criteria of—the Pinellas County Water and Navigation Control Authority ReguictiOns.- The aPPlicant Taust submit a wrift.=, - variance, request outlining the nature of and necti for any variances. The applicant must demonstrate that alite.nl enfrfrcement of the regul"tiO6 would result in an extreme hardship due to the unique nature of the project and the applicank's property, The I hardship no ust not be created by ac-111-ion(O of the property owner(s). The urhnting of the, variance in, ust be in hannozy with the gana.ral intent of the regu-jgtioj s end *ot iufrinse upon the propeqy righttof others. The- variance req iested.m.ust be the Mini--npm PlIssibl. .a Y 'for to l al ow the reasonable use of the applicant's property. Should e the ap L 13 .phcani) tO dcM G-nstr?,te that any variance request is consistentNvith the c.rR ria outlined in the regulations, staff "-n'Mt recommend approval of the, applicati on. V. CONTRACTOR rNF O`Rr4ATION: T, a certified contractor, stave that the decl. has not been constructed and that it will be built incompliance with P-11 requirements and standards set forth in the "Rules and Regulations" of the Pinellas County Water and Navigation Control Authority, and in accordance with the attached drawings -,vhich accurately represent all the information required to be furnished. In the event that this dock is not built in accoydance with he permit or the iriformation furnished is not correct, I agree to either rexnpve r t e dock 9t c rect the deficiency. -Y Signed; Cert..No- am awn&M-46kt,- ..T4e Telephone No.: L, compsnyN 0; - I , . 7#.,JWdff 4477 Nrl, OWNER-S SIGNATURE: I hereby apply for a permit to do the above work and state that the same will be done according to the map or plan attached hereto and made apart hereof, and agree to abide,by the "Rules and Regulationd," of the Pinellas County Water and Navigation Control Authority for such construction and., if said construction is within the corporate limits of a municipality, to first secure approval from said municipality, I further state that said construction will be maintained in a safe condition at all times, should this application be approved, that I am the legal owner of the upland fr6m which I herein propose to construct the improvements, and that the above stated agent/cootractor may act as my representative. I understand that 1. not Pinellas County, am responsible for the accuracy of the information provided as part of this application and that it is my responsibility to obtain any nemcess3q;"ermits and approvals applicable for the proposed�activities on either private or sovey -girr-ownpd su bmirgeVhnd. 16 . 4- Z-1 ORIGINAL Tate. f Lerzl-CFwner's Signature WE D4VA'D,'40 474 18 ZU07 PLANNING DRARTMENT CITY OF CLEARWATER .MUL-n—USE/COMMERCIAL DOCK Mi3w L>PG" B07rOM 5' E Application#- -M,-' to�' - Q (OFFICIAL USE ONLY) profue View ENG. SCAM: 1"-30*. TOTAL SQUARE FEET 49. NEW SQUARE FEET —4_q.4-- WATERWAY WIDTH -2,7."L WATEF"D= WIDTH AM-- Plan Vie v` (appheant -and adjacent mocks) I 2'-6----6r- i 0 r-o R- Idumacipahty Approval Water and N!] atiori Approv cfs Seal Zoning Approved ApPROVED CITY OF CLEARWATER PINELLAS COUNTY LA b PLANNING DEPT. AL MANAGEMENT 0A ENVIRONIVIENT ORIGINAL BY V" 0 DATE - �rCTC)� F W rn 1h zoot--lbolc oRwILLIA OAVIS-, DIF'�r--CTC)ft 1-8 2007 PLANNING DEPARMENT CITY OF CLEARWATER C� MULTI-USE/COMMERCIAL DOCK At 53767 MHW 3' BOTTOM 6` • Application# r� � � � 6 - zrj'- (©PFICIA . USE ONLY) N'Nrx- _ :IALE: l °T-30* TOTAL SQUAn FEET .A9A.- IMW SQUARE FEET ARA -- W TZMAY WrMS ZC' Out 'View WATERFRONT WIMM J �� ire f A€ e rs ora case �.ar €a s op Nt I and i s U.S. Army Corps of Erkoince €s i ! i O O s ♦ � b� �` . O -n r,2', 6" —� p^2 —G° --ry r -2' -6` f • 6` [ • - • j[ ^6 3 e' -6` • I Water and ORIGINAL AD .SUN 18 2007 PLANNING DEPARYMN CITY OF CLEARWATEP E6 39cd ISNOO 3tgl' -W+31VM 86P IZ06E TO se-PT S96Z /8®/60 - 0 VA:PJA]v CE RE!RUEST FORM Left Lot Owner's Name: 1� Appficat on 9 / "!l ,5693 CU (OFFICIAL USE ONLY) Mailsr�,g Address: :Zip: I certify Qr4at I am the o,;rner of Lot wb ch adjoins the property owned by the applicant who proposes to co>struct a Commercial O Multi -use 0 Private ,D dock: at the following address: I have seen the plans of the proposed structure(s) with any requested variances (see section 1-NiB ,of A.pplication) and therefore: DO OBJECT 0 DO NOT OBJECT 0 to the construction. OWNEWS SIGNATURE: iii Date NOTARY: STATE OF:FI:DRIDA, PIN.ELLAS COiD*7TY, aBEFO E ME, t6he _undersigned authority, personally app�enTed , -well �owz to �me,,or who pro,Avllea a v.elid Florida Driver's License to be the person Wbo, executed the foregoing instrument aad that he/she acknowledged to me, under oaatb, that he/she signed the same freely and voluntarily fox the purposes ex'pressed therein. Fitness 'my hand and official seal this day of Right Lot Owner's Name: Mailing Address N&mry Public My commission expires: - Zip: Z.O_ _ I certify thit I am the owner of Lot which adjoins the property bwmed by the applicant who proposes to construct a Commercial O Multi-use-0 Private 0 dock. at the following address: I have seen the plans of the proposed structure(s) with any requested variances fsee Section n of Application) and therefore: DO OBJECT D DO NOT OBJECT © ' tdthe construction. OWNEA'S SfGNATU-BE: X - - Date NOTARY: STATE OF FLORIDA, PIXELLAS COUNTY. BEFORE YLE, the undersigned authority, personally appeared , well known to me, or who provided a valid Florida )rive4s.�ice4ser to be the person who executed the foregoing ,instrument ''and that he /she acknow�lidg'ed to me, usider oath, that be /she signed the same freely and voluntarily for the purposes expressed theelrein. Witness my hand and of seal this day of ?bo Notary Public JUN 18 2001 ixiy cul- Mi5sien expires. _ PLANNING DEPAR LENT CITY OF CLEARWATER A. 0 JUN 18 2007 PIAPII►YN�F C��RI SQL 5/7/2007 Receipt #: 1200700000000003961 11:25:02AM TEit�� Date: 05/07/2007 Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2007 -05016 04 Flexible Commercial FLD2007 -05016 Fire - Prelim Site Plan 4W ayments: Method Payer Check GREY DOLPHIN LLC 010- 341262 010- 342501 Line Item Total: Initials Check No Confirm No How Received jaw 1060 1060 1,205.00 200.00 $1,405.00 Amount Paid In Person 1,405.00 Payment Total: $1,405.00 THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. Page 1 of 1 cReceipt.rpt PLANNING DEPARTMENT August 21, 2007 Mr. Alberto F. Baraybar 15560 Gulf Boulevard Redington Beach, Florida 33708 ITYY OF C LEARWATE R POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562 -4865 Re: FLD2007- 05016 / 211 Dolphin Point) Dear Mr. Baraybar: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On August 21, 2007, the Community Development Board (CDB) reviewed your Flexible Development application for eight attached dwelling units within the Medium High Density Residential (MHDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) with a reduction to the front (north) setback from 25 feet to 24 feet (to building) and 21 feet (to pavement), the rear (south) setback from 15 feet to zero feet (to pavement), and the side (west) setback from 10 feet,to 5.5 feet (to pavement); and an increase in building height from 50 feet to 61.33 feet as a Residential Infill Project pursuant to Section 2 -404.17 of the Community Development Code. The CDB APPROVED the application with conditions based upon the following findings of fact and conclusions of law. Findings of Fact: 1. That the 0.37 -acre subject property is along the south side of Dolphin Point, approximately 550 feet west of Larboard Way; 2. That the property is located within the Medium High Density Residential (MHDR) District of the Island Estates Neighborhood Conservation Overlay District (IENCOD); 3. That the property is located within the Residential High (RH) Future Land Use Plan category; and 4. That there are two outstanding Code Enforcement cases associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Standards and Criteria as per Section 2 -401.1 of the Community Development Code; 2. That the development proposal will be consistent with the Standards and Criteria as per Section 2 -404 of the Community Development Code provided the attached conditions are met; 3. That the development proposal will be consistent with the Flexibility Criteria as per Section 2 -404.17 of the Community Development Code provided the attached conditions are met; 4. That the development proposal is consistent with the Flexibility Criteria as per Section 2- 1602.11 of the Community Development Code and with the Island Estates Neighborhood Conservation Overlay District (IENCOD); and 5. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913.A of the Community Development Code. FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CAREEN A. PETERSEN, COUNCILMEMBFR "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" August 21, 2007 FLD2007 -05016 / 211 Dolphin Point Page 2 of 2 Conditions of Approval: 1. That prior to the issuance of any building permits, any outstanding General Engineering and Stormwater comments shall be addressed; 2. That prior to the issuance of any building permits, a letter shall be provided to the Planning, Engineering and Fire Departments from the property owner stating that they will financially participate in the upgrading of the local water system infrastructure as fire flow tests provided by D.H. Harnish indicate that acceptable flows and pressures will be available only at certain times; 3. That prior to the issuance of any building permits, the plans shall be revised so as to clearly depict the location of all rooftop mechanical equipment, and the means by which it will be adequately screened from view by the parapets and other rooftop appurtenances; 4. That prior to the issuance of any building permits, the plans shall be revised to reduced the height of the trash chute ventilation stack by at least two feet; 5. That the three standard parking spaces located between the building and the Dolphin Point right -of -way are eliminated and replaced with landscaping, and that a revised site plan depicting such is submitted to the Planning Department for approval prior to the issuance of any building permits; 6. That the maneuvering areas are reduced in depth so as to meet the required ten -foot setback, and that a revised site plan depicting such is submitted to the Planning Department for approval prior to the issuance of any building permits; and 7. That the final design and color of the building shall be consistent with the architectural elevations submitted to (or as modified by) the CDB, and be approved by Staff. Pursuant to Section 4-407 of the Community Development Code, an application for a building permit shall be made within one year of a Flexible Development approval (by August 21, 2008). All required Certificates of Occupancy must be obtained within two years of the date of issuance of the initial building permit. Please be advised that time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity of the Development Order. The CDB may approve one additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4- 502.B of the Community Development Code by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on September 4, 2007 (14 days from the date of the CDB meeting). Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562 -4539 or via e-mail at robert.tefft@myclearwater.com. Sincerely, Michael Delk, AIC) Planning Director S: Wlanning Departmen6C D BIFLEX (FLD)IInactive or Finished ApplicationsIDolphin Pt 211 Villas of San Michelle (MHDR- IENCOD) Approved0olphin Pt 211 - Development Order 08- 21- 07.doc Engineering, Inc. July 16, 2007 City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Attn: Robert Tefft & Associated Reviewers Subj: Villas San Michelle — 211 Dolphin Point Re: Response to Comments The following are responses in corresponding order to comments received by our office: General: 1. Prior to Issuance of Building Permit: 1. Water System Upgrade: We acknowledge this and it is noted on Sheet C5.1. 2. Fire Line Configuration: We acknowledge this. The site plan has been revised accordingly architect and /or fire engineer for other information. 3. Double Detector Check Valve Assembly: Provided. 2. Prior to Issuance of Certificate of Occupancy: 1.. Water Main Easement: Acknowledged. 2. As- builts: Acknowledged. Environmental: Acknowledged as "no issues ". 439A Causeway Boulevard Dunedin, Florida 34698 Phone: (727) 733 -3111 Fax: (727) 733 -3470 Please refer to response from Fire: Comments relative to the site plan are addressed. Please refer to responses from the fire engineer for specific information. Harbor Master: Acknowledged as "no comments ". Legal: Acknowledged as "no comments ". Land Resources: 1. Previous Removal of Trees: A note on the Demolition Plan is provided in regard to previous tree removal. In terms of replacements, we are planting 5 each 2.5 oaks and 16 each 2" crepe myrtles adding up to 44.5" new plantings. This is far in excess of 19" of your minimum required replacements. 091Gii RECIPAD 6 2007 PLANNWv APTME1111 CITY OF CLE 1fATER Villas San Michelle • 2 Of 3 Response to Comments, cont'd... Landscaping: 1. Live Oaks Near Pond: It is intended for these oaks to be planted -at or near the top of bank. The pond is designed to be dry under normal circumstances. We have also spread them apart appropriately. 2. North Perimeter Buffer. We are asking for an exception or variance to this. Please refer to our previous formal request. In terms of spacing, the quantity of trees was accounted for. They were just grouped for design purposes. However, we have spread them apart to be at least 35' on center per your comment. 3. East and West Buffer. The width of the buffers are actually 10' on both sides with exception for the handicap ramp along the west .side. Because of the grade difference, this is the only reasonable location for it. In terms of tree spacing, they are accounted for as in item #2 above, but they have been relocated accordingly. 4. Hedging: It was intended to provide a thick buffer of hedges in this circumstance. The maintenance would have been achievable. However, the plan has been revised per your comment. Parks and Recreation: 1. Impact Fees: We acknowledge this. Stormwater: 1. SWFWMD permit. We acknowledge this and are in the process. A copy will be provided when completed. (See previous response.) 2. Percolation and Drawdown: This does not apply. The pond has been designed with an underdrain system. (See previous response.) 3. Top of Bank Location: The top of bank is 2' from the property line and @ 4:1 slope. 4. Pond Drawdown: (See previous response.) Solid Waste: 1. Dumpster Staging Area: The recycling bin will be- brought out to the same location as the dumpster staging. Maintenance personnel will roll out the dumpsters for pick -up. This has been coordinated with the Solid Waste Department. Traffic Engineering: 1. Mirrors: A note has been added to the plan to install mirrors as necessary. 2. Accessible Path to Swimming Pool. Per meeting with staff, we shall not paint an accessible path through the parking garage. However, a general path is depicted for review purposes. 3. Transportation Impact Fees: We acknowledge this. Planning: 1. Previous Response: Please refer to documentation by others for this item. 2. Surrounding Properties' refer to documentation by others for this item. 3. Density: Please refer to documentation by others for this item. 4. Neighboring Land Values: Please refer to documentation by others for this item.p .16 2001 PLANN§J3 V$i:ga,1EM. CITY OF CL+ \ \ozserver\projects\ current\ afbdev -1\ villas- 1 \projec- 1\san- michelle- response -to- city- comments2.doc iNATER 11 07 03:52p ACCURATE SYSTEMS FIRE PROTECTION, INC_ July 11, 2007 DLW Architects 542 Douglas Avenue Dunedin, Florida 34698 Attn: Lee Curtis Re: Villas of San Michelle Gentlemen, We are pleased to provide our response to the fire review comments on the above. Fire Line connection not shown — Please refer to our drawing FS 1.1 Docks shall meet NFPA #303 — Correct design shown on our drawing FS 1.1 Fire Flow calculations — New fire flow calculation provided with our revised drawings Fire Service Line — Shown entering thru west wall on our FS 1.1 Dock Standpipe — Correct design shown on our drawing FS 1.1 Sincerely, Accurate Systems Fire Protection, Inc. W. Wilson p.1 OR1101HIM in 16 2007 Cl?Y G-j� 4.LEj,4WA1EP 12391 138 ' ST_ N-, LARGO, FLORIDA 33774 Ph_ 727 596 8507 - Fax 727 596 8508 • 0 [JU david I. wallace & associates p.a. architects To : The City of Clearwater Re: The Villas of San Michelle FLD2007 -05016 Response to Comments July 16, 2007 ZONING CONDITION Provide on the architectural elevations a measurement to the highest point of the proposed building. Measurement added to Sheet A2.01. Lee Curtis JUL 16 2007 CITY CT CLEF *AYA -(EP 542 douglas avenue 727/736 -6000 dunedin, florida 34698 FAX 738 -8343 d I LU 0 0 david I. wallace & associates p.a. architects To : The City of Clearwater Re: The Villas of San Michelle FLD2007 -05016 Response to Comments July 16, 2007 ZONING CONDITION Provide on the architectural elevations a measurement to the highest point of the proposed building. Measurement added to Sheet A2.01. 6 Lee Curtis R'D IL 16 2001 Pl_A►N %'�t'°�r M"FARTMEIM CITY OF CL,UA VATER 542 douglas avenue 727/736 -6000 dunedin, florida 34698 FAX 738 -8343 11.25 am Case Number: FLD2007 -05016 — 211 DOLPHIN POINT Owner(s):', Grey Dolphin Lie 14550 58th St N Clearwater, F133760 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Applicant Alberto Baraybar 15560 Redington Beach, F1337 TELEPHONE: 727 - 709 -6331, FAX: 727 - 398 -7837, E -MAIL: albertobaraybar @yahoo.com Location: 0.37 -acre parcel along the south side of Dolphin Point, approximately 550 feet from Larboard Way. Atlas Page: 267B Zoning District: IEOD, Island Estates Neighborhood Overlay District Request: Flexible Development approval for eight attached dwelling units within the Medium High Density Residential (MHDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) with a reduction to the front (north) setback from 25 feet to 24 feet (to building) and 3.4 feet (to pavement), the rear (south) setback from 15 feet to zero feet (to pavement), the side (east) setback from 10 feet to 7.5 feet (to pavement), and side (west) setback from 10 feet to 5.5 feet (to pavement); and an increase in building height from 50 feet to 61 feet as a Residential Infill Project pursuant to Section 2 -404.17 of the Community Development Code. Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood Dolphin Cove Condo Association Association(s): Clearwater, F133767 255 Dolphin Point TELEPHONE: 727 - 442 -7880, FAX: No Fax, E -MAIL: dlphincovel @netzero.com Presenter: Robert Tefft, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, July 5, 2007 - Page 23 t,r t • • Prior to issuance of a,building permit: 1. The Developer will be required to financially participate in upgrading the local water system infrastructure as fire flow tests provided by D.H. Hamish indicate that acceptable flows and pressures will be available only at certain times. The City will not issue a CO for a building with inadequate fire protection. The City has already designed the improvements required. 2. Fire line to standpipe at rear of building shall be connected to fire line on service side of the backflow preventor. (5/16/2007 Condition) 3. Show Double Detector Check Valve Assembly backflow prevention device for the fire line on the Utilities Site Plan. Prior to issuance of a Certificate of Occupancy: 1. A water main easement shall be provided over all unrestriced water lines on private property prior to issuance of a Certificate of Occupancy. 2. Need to submit 5 sets of as- builts 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- builts 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 (City Ordinances 32.095.(7) and 32.187.(5). 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: No Issues. Fire: 1 , Fire Line connection NOT shown. Show the connection to building PRIOR to CDB 6/25/2007 Fire Line is now shown but the double detector check valve is not. The added Fire Hydrant must be BEFORE the double detector check valve. Acknowledge PRIOR to CDB 2. Docks SHALL meet NFPA. 303. Acknowledge PRIOR to CDB 6/25/2007 page C5.1 shows the rear standpipe having a SECOND Fire Department Connection and coming from the Fire Pump. Remove this SECOND Fire Department Connection to the Rear Standpipe as this area will be supplied by the Fire Pump. Acknowledge PRIOR to CDB 3. Fire Flow Calculations are insufficient, provide fire flow calculations on proper form and to be filled out by a Fire Protection Engineer. See # 3 of General Engineeering indicating that acceptable flows an pressures will be available only at certain times. Acknowledge PRIOR to CDB 6/25/2007 Incorrect Fire Flow Calculation have been provided. On 6/18/2007 the correct form was Faxed to William Wilson at Accurate Systems and no reply to this office as of this date.(JFK) 4 6/25/2007 Revised plan shows the Fire Service Line and the Fire Department Connection Line entering the building UNDER the stairs. It would serve the system better if you entered NOT under the stairs but through the West Wall.(JFK) 5 . Utiliity Plan sheet C5.1 shows the dock standpipe comming from seperate Fire Department Connection, this SHALL come off of the DISCHARGE side of the Fire Pump.Acknowledge PRIOR to CDB 6/25/2007 Remove this SECOND Fire Department Connection to the Rear Standpipe as this area will be supplied by the Fire Pump. Acknowledge PRIOR to CDB Harbor Master: No Comments Legal: No Comments Land Resources: 1 , Revise plans reflecting that all trees were previously removed from this site. Insure that a minimum of 19" of trees are replaced. Revise plans prior to building permit. Development Review Agenda - Thursday, July 5, 2007 - Page 24 ` • • Landscaping: 1 . Two Live Oak trees are proposed at less than 10' apart within a pond. The spacing and location are inappropriate for Live Oaks. 2. Pursuant to Section 3- 1202.D.I of the Community Development Code, where attached dwellings are proposed adjacent to a local right -of -way, a 10' wide landscape buffer with trees planted every 35' on center and 100% shrubs is required. The north perimeter landscape buffer is proposed with an insufficient width as well as tree spacing that does not meet requirements. 06- 22 -07: The proposed landscape buffer is still of insufficient width and tree spacing is still inadequate. Pursuant to Section 3- 1202.D.1 of the Community Development Code, where attached dwellings are proposed to abut other attached dwellings, a 10' wide landscape buffer with trees planted every 35' on center and 100% shrubs is required. The east and west perimeter landscape buffers are proposed with insufficient widths as well as tree spacing that does not meet requirements. 06- 22 -07: The proposed landscape buffer is still of insufficient width and tree spacing is still inadequate. The hedging proposed between the building and the right -of -way is erratic - creating odd gaps and double rows. Some hedge material is proposed within pavement. Revisions are necessary. 06- 22 -07: The landscape plan still includes unecessary double rows and proposes hedge material within pavement. The plan also creates areas that will be difficult to maintain. Revise the landscape plan to correct these issues prior to proceeding forward to the CDB. Parks and Recreation: Open space /recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727 - 562 -4824 to calculate the assessment. Stormwater: The following conditions shall be met prior to issuance of a building permit: 1) The applicant is to obtain a SWFWMD permit or letter of exemption. 2) The retention pond is to drain down in 24 hoursand percolation rate is to be based on results of a double ring infiltrometer test and not an assumed value based on general soil classification. 3) At a minimum the top of bank of the retention pond is to be 2 foot off of property with sideslopes no steeper than 4 to 1. (It is recommended to shallow the retention pond and extend it around the south east corner of the building and the 14X23 storm pipe may be used for retention to help meet the city requirements.) 4) Pond shall drawdown within 24 hours. Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Solid Waste: 1 , Will need Dumpster staging area. Where will Recycling be located Complex's maintenance personal will roll out Dumpster and recycling bins to staging area on day of collection Traffic Engineering: (, 1) Strategically install mirrors for parking spaces where sight visibility is restricted. 2) Provide accessible path to swimming pool. The above to be addressed prior to a Community Development Board (CDB) hearing. Planning: 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. Development Review Agenda - Thursday, July 5, 2007 - Page 25 il 0 1 . The revised written response to the criterion listed in Section 2- 404.F.6 amended what was previously determined to be an acceptable response to what now does not address the criterion. Revise the response. 2. The revised written response to the criterion listed in Section 2- 404.F.7 states that the project is an enhancement to surrounding properties; however the response does not explain how flexibility with regard to setback and height are justified by benefits to community character as required. A revised response to this criterion must be provided prior to the application proceeding forward to the CDB. 3 . _ Pursuant to Section 3- 913.A.1 of the Community Development Code, the proposed development shall be in harmony with the scale, bulk, coverage, density and character of the adjacent properties. The response provided to address this criterion addresses neither scale nor bulk, and that part of the response addressing coverage and density is incomplete. With regard to height; provide more evidence as to how the proposed five -story building will be in harmony with the adjacent two -story buildings. Provide a revised response. 06- 22 -07: The revised application has not included any responses to the General Applicability Requirements (Section 3- 913.A). Revised responses must be provided prior to the application proceeding forward to the CDB. Pursuant to Section 3- 913.A.2 of the Community Development Code, the proposed development shall not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof The response provided does not address the criterion. Provide a revised response. 06- 22 -07: The revised application has not included any responses to the General Applicability Requirements (Section 3- 913.A). Revised responses must be provided prior to the application proceeding forward to the CDB. Depict the location of all proposed mechanical equipment (a/c, pool, etc.) on the plans as well as the means by which they will be screened. 06- 22 -07: The revised plans depict the proposed location of the pool equipment on sheet C5.1; however this equipment is not depicted on any other plan and would be located within a drainage area. Relocated the equipment outside of this area and depict its location on all site /civil/landscape plans. Also, the plans have not been revised to depict the location of the a/c units for the building and the means by which they will be screened. The revised written response to the criterion listed in Section 2- 404.F.5 states that the project "will upgrade the character and quality of development in the area "; however it does not address how the project accomplishes this. A revised response to this criterion must be provided prior to the application proceeding forward to the CDB. Pursuant to Section 3 -904.A of the Community Development Code, no structure or landscaping may be installed which will obstruct views at a level between 30" and 8' above grade within the 20' sight triangle formed by the intersection of a drive aisle with the right -of -way. The sight triangles depicted on the plans are not correct (they're not aligned along either the drive aisle or the right -of -way) and the proposed parking encroaches within. 06- 22 -07: The revised plans have not addressed this comment. 8. Provide on the architectural elevations a measurement to the highest point of the proposed building. Other: No Comments Notes: This application has been deemed sufficient to proceed to the Community Development Board (CDB). Please submit 15 sets of revised plans and application materials addressing the above comments by Noon, July 16, 2007, for the August 21, 2007, CDB meeting. Development Review Agenda - Thursday, July 5, 2007 - Page 26 david 1. wallace & associates p.a. architects Re: The Villas of San Michelle June 15, 2007 FLD2007 -05016 Response to Comments Response to all Fire conditions by "Accurate Fire Systems ". Response to all Engineering, Landscape and Environmentai conditirns by "Ozona Please note tb. at only the first seven items is n the Firs; box are required prior to CDB hearing. lrugaks ,c °ti ; r +' rjdiitarf: Open space /recreatiun impact fees art chic prier to is- earice of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727 - 5524824 to calculate the assessment Noted by owner. Solid Waste Condition: Will need Dumpster staging area. Where will Recycling be located? The dumpster will be rolled out of the gate to the staging area and he will place it as necessary for trash removal and subsequently return the dumpster to its original location. We are not creating a recycling area. Sto Nvatetr C,rul lition: Response to ail Storm water comments to be at a dater date, prier io issuance of building ,perm. - It. rouAag: The description of request provided in the application does not include any of the setback deviations, or the height increase necessary for the development proposal. Provide a full description of request for the application. Description of request: Proposed 8 unit condominium building with four stories of 2 units each over parking garage. Total building square footage is 37,275 square feet. Proposed plan will require a reduction to the front (North) setback from 25 feet to 24 feet (to building) and 3.4 feet (to pavement), the .rear �.sa>��,a setback from 15 feet :to zero feet Otto rpavement),, tae siciee ,(IeasQ setback from 10 feet to 7.5 "feet (to ,pavementt)), .:arid ;side (west) setbactc fiFrorn 1fl ,feet t-o '5.5'feet (to ;pavemen`t,); and an increase in building height from 50 feet to 61 feet as a residential infill project pursuant to section 2 -404.f of the community development code. 0001" AI:D 542 douglas avenue 4UN 18 2007 727/736 -6000 dunedin, florida 34698 FAX 738 -8343 pIANNINC DEWNT CRY of CLEARWATER I LU david I. 0 0 Wallace & associates p.a. architects How are the gates proposed to be operated? When trash is being collected how will the gates be opened? Redesign to eliminate this conflict. The gates will be opened via a remote control signal from the vehicle of the condo owners. There will also be a keypad near the lobby doors to open the gate. The keypad will have phone communication to the condo units so the property owners can open the gate to visitors. The gates will not open if the gate motion detector detects objects blocking the path of travel. The ingress /egress point at the ground level of the northeast stair does not appear to function. Revise so that stair does not empty into parked cars and a pond. We will add a sidewalk at the exterior that leads to the parking lot. We can eliminate the door leading to the garage if you feel that is inappropriate as designed. We would like to have this door remain though as we feel that people will be able to walk between parked cars just as they do in a narking lot, Depict the location of a , xlsrosed mechanical equipment (a /c, pool, etc.) on the plans as well as the means by which they will be screened. The only ma -h-anicaJ equipment on the grcaund Wili be the pool pitng), which is row shown on the situ pl ri. The heigbt notations are nearly illegible on the architectural elevations. Revise for clarity. The height notations have been revised to be more legible. A bathroom is required to be provided for the pool area above the B.F.E. Revise the proposed plans to include this bathroom. Pool baths are not required per the following excerpt from the health code. Exception: Where a swimming pool serves only a designated group of residential dwelling units and not the general public, .poolside sanitary facilities are not required if all living units are within a 200 -loot (69 960 rnrrl) radius of the ,nea -rest water's edge, air not aver three stories in height, unless serviced by an elevator, and are each equipped with p:rjvate sanitary foci ifi;es. suant to Section 8 -102 of the Community Developinenl Code, within -the defndtion of height, parapet walls on flat roof buildings shall not extend hider than 42" over the maximum height specified for the zoning district. As the proposed parapets (including those portions of the building with pitched roofs) far exceed the established maximum, height shall be measured to the top of the parapet - this will put the building at around 61'. The description of request has been revised to include all of these provisions. The surveys provided with the submittal do not depict the existing docks. Provide revised surveys that depict all existing improvements. An ,updated survey has been a.rrdeired and will °be sulbm;ittEd asap s- hGwing all existing. iiw 1pTfovementG. The northern elevator lobby doors swing into the access panel for the adjacent handicap parking space. Revise the lobby design or the parking configuration to eliminate this conflict. The Elevator lobby doors have been moved to resolve this conflict. ORIGINAL R6MM 542 douglas avenue !,m 18 2007 727/736 -6000 dunedin, florida 34698 NT FAX 738 -8343 pI,ANNING DE CITY OF CLVRWA'IIER Id �J I [JU david I. Wallace &associates p.a. architects The architectural site plan and the ground floor plan (A0.1 and Al. 1) are inconsistent with the other plans. Revise all plans to be consistent. We have coordinated with the civil engineer to have plans match properly. The architectural elevations identify a wrought -iron fence along the south, east and west elevations that is not depicted on any of the plans. Revise the plans accordingly. The ground floor plan has been revised to show the fence. 542 douglas avenue dunedin, florida 34698 QRIGML MENED JUN 18 2007 p1ANNING DVMfiMENT C1TY Of CLEARWATER 727/736 -6000 FAX 738 -8343 • s Engineering, Inc. June 14, 2007 City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Attn: Robert Tefft & Associated Reviewers Subj: Villas San Michelle — 211 Dolphin Point Re: Response to Comments 439A Causeway Boulevard Dunedin, Florida 34698 Phone: (727) 733 -3111 Fax: (727) 733 -3470 The following are responses in corresponding order to comments received by our office on June 0, 2007: Engineering: 1. Sanitary Cleanout: This cleanout has been added to the plan. 2. Sheet C1.2: We acknowledge this. 3. Fire Flow Tests: We acknowledge this. 4. FDC Distance From Nearest Fire Hydrant: The nearest fire hydrant shall be approx. 36' from the FDC. This dimension appears on the plan. 5. Sidewalk Location: As discussed In a meeting with the city on June 12'h, the location of the sidewalk is a result of grading conditions. The slope of the driveway exceeds 2% slope. As the Handicap Accessibility Code requires that the crosswalk cross slope shall not exceed 2 %, the transitional grades dictated the location of the crosswalk. In addition, the space for the sidewalk transitions from 5' on the west side of the driveway to 12' on the east side. This makes for an unusual transition. It is not possible to meet handicap code without putting part of the crosswalk on private property. An easement in favor of the City of Clearwater will be provided. 6. Fire Line Into Building: This information has been added. 7. Fire Line to Stand Pipe: This shall be implemented once the building fire service design has been completed. Items to be addressed Prior to Building Permit: ORIGINAL. 1. Current City Standard Details: ism Updated details have been added to the plans. 2. Right -of -way Permit: JUN 1$ 2��7 We acknowledge this. 3. Existing Water Meters: We acknowledge this. PLANNING DEPARMT 4. Water Tap Provisions: CITY OF CLEARWATER We acknowledge this. 5. DDCVA for Internal Fire Protection Line: We acknowledge this. 6. Health Department Permit: We acknowledge this requirement. 7 FHA Ductile Iron: The plan depicts a ductile iron pipe. 8. DEP Permit. We acknowledge this requirement. 9. Drafting Issue: This has been corrected. We acknowledge the requirements for CO. Villas San Michelle Response to Comments, cont'd... Environmental: • Boat Docks: We acknowledge that this has not been reviewed. 2of4 Fire Department: 1. Rear Standpipe: We acknowledge this. The design of this system is being coordinated with the project architect. Additional design detail meeting your requirements will be provided prior to building permit submittals. 2. FDC Connection to Riser: We acknowledge this. This was the intent. However, the locations of the FDC's are for immediate access from the street and near the proposed FHA. This exceeds 15'. If this is an issue, we shall relocate the FDC's to a location that meets your.specific requirements. 3. Fire Line Connection: This is now shown. 4. Fire Pump Location: We acknowledge this. As it is part of the building, it shall be incorporated into the architectural design plans. 5. Location of Second Fire Hydrant: The nearest hydrant has been located. It is in the middle of the cul -de -sac. 6. Incorrect Codes: We acknowledge this. 7. Exit on East Side of Building: This has been corrected. Landscape: 1. Two Live Oaks: The two live oaks have been relocated to the top of bank of the pond. 2. Canopy Width: The plan is symbolic for purposes of construction. We have added some canopy circles to depict approximate canopy widths of trees at maturity. 3. Hedges: Some adjustments have been made to the plan. Some hedges are going around utilities, fire service connections, etc. This may appear to be erratic on the plan in some cases, but it is functional. 4. North Perimeter Landscape: As part of this review, we are requesting an exception to this requirement given the constraints of the site. Parks & Recreation: • Open Space /Recreation Impact Fees: We acknowledge this. Solid Waste: • Dumpster Staging: Per coordination with Tom Glenn of the Solid Waste Dept., a 7' wide concrete pad is provided on the plan. • Recycling: Recycling bins will be stored in the dumpster enclosure and will be made readily available to the residents. They shall by staged in the same area where the dumpster is to be staged. Stormwater. 1, SWFWMD: O�Gi. We have made application to SWFWMD. 2. Drawdown:11IF.D We are utilizing an underdrain. Please refer to the revised drainage report. 3. Top of Bank. t r ! �a 8 2007 This has been revised. 4. Drawdown: PLAN04G DEPAMN1 We acknowledge this. CITY OF CLEARWATER p:kurrent%atb devdopmengAaS San rtiChelleWi*ed documents% son- Mehellc- response- lo-dly-eOmna tsl.dor Villas San Michelle Response to Comments, contd... 3of4 Traffic Engineering: 1. Accessible Route: This has been removed. 2. Handicap Parking Stall & Sign: This has been provided. 3. Sidewalk and Driveway Configuration: As discussed in a meeting with the city on June 12`h, the location of the sidewalk is a result of grading conditions. The slope of the driveway exceeds 2% slope. As the Handicap Accessibility Code requires that the crosswalk cross slope shall not exceed 2 %, the transitional grades dictated the location of the crosswalk. In addition, the space for the sidewalk transitions from 5' on the west side of the driveway to 12' on the east side. This -makes for an unusual transition. It is not possible to meet handicap code without putting part of the crosswalk on private property. An easement in favor of the City of Clearwater will be provided. 4. High Visibility Crosswalk: This has been removed. 5. Site Triangles: Per meeting on June 12` ", the site triangles are arranged to correspond with a car as it sits behind the driveway crosswalk, due to the fact that the driveway enters into a cul -de -sac bubble. You indicated that this meets the intent of the site triangle and would be acceptable. General Notes: 1. Transportation Impact Fees: We acknowledge this. 2. Additional Comments: We acknowledge this. Zoning: 1. Drive Aisle Configuration: It is located in a manner that is perpendicular to the edge of pavement as well as the crosswalk configuration. As mentioned previously and per our meeting on June 121 , this is acceptable. 2. Setback Deviations: Please refer to the architectural response for this issue. 3. Oversized Parking Space: We are aware it is oversized. The configuration is due to the location of the sidewalk near the exit of the west stairwell. This was done simply for continuity and a better - finished appearance. 4. Operation of Gates: Per meeting on June 121h, the gate shall be equipped with a remote control similar to a garage -door opener. Please refer to the architectural response for additional information. 5. Blind Spot at Accessible Route: Per meeting on June 12th, the architect agreed to make the pedestrian visible through an opening in the wall. Please refer to the architectural response for additional information. 6. Community Character— Flex Standards: Please refer to the architectural response for this issue. 7. ingress/egress Point of Northeast Stair. Per meeting on June 12`h, the garage access from this stair is for convenience only. It is not required for egress. Please refer to the architectural response for additional information. 8. Underground Utilities: This note has been provided. 9. Location of Mechanical Equipment: A note about the pool pump has been added to the plan. The other equipment shall be on the roof and screened from view. Please refer to the architectural response for additional information. 10. New Parking Requirements: The site data table has been revised. ORIGINAL. 11. Height Elevations: �� Please refer to the architectural response for this issue. 12. Required Bathroom: "UN 18 2007 Please refer to the architectural response for this issue. 13. Existing Docks: This evidence shall be provided. PLANNING DEPARIMENT p:%wffwtlatb developmenftv{llas san rdchelleVmjed docvments %son4richelle-response4o -dty�o tsl Aa C17Y OF CI.EARWATER 0 Villas San Michelle Response to Comments, cont'd... 4 of 4 14. Sight Triangles: Met. 15. Building Height: Please refer to the architectural response for this issue. 16. Distance from Right -of -way to Parking: Per meeting on June 12th, we are requesting an exception to this given the site constraints. 17. Surveys: Attached. 18. Deviations and Support for Requests: Please refer to the architectural response for this issue. 19. Density and Character of Adjacent Properties: Please refer to the architectural response for this issue. 20. Residentiallnirll: Please refer to the architectural response for this issue. 21. Lobby Design: This has been corrected. Please refer to the architectural response for additional information. 22. Upgrade to the Immediate Vicinity: Please refer to the architectural response for this issue. 23. Adjacent Land Uses: Please refer to the architectural response for this issue. 24. Adjacent Land and Building Value: Please refer to the architectural response for this issue. 25. Site Triangles: Met. 26. Alignment of Site Triangles: Per meeting on June 12th, this is acceptable as it is relative to the car's position and is perpendicular to the driveway. (The property line is curved.) 27. Consistency Between Civil and Architectural Plans: This has been corrected. 28. Requested Code Deviations: Please refer to the architectural response for this issue. 29. Architectural Elevations — Wrought Iron Fence: Please refer to the architectural response for this issue. 30. Sidewalk. As discussed in a meeting with the city on June 12th, the location of the sidewalk is a result of grading conditions. The slope of the driveway exceeds 2% slope. As the Handicap Accessibility Code requires that the crosswalk cross slope shall not exceed 2 %, the transitional grades dictated the location of the crosswalk. In addition, the, space for the sidewalk transitions from 5' on the west side of the driveway to 12' on the east side. This makes for an unusual transition. It is not possible to meet handicap code without putting part of the crosswalk on private property. An easement in favor of the City of Clearwater will be provided. 31. Fire Flow Calculations: We acknowledge this. Please refer to the architectural response for additional information. 32. Docks — NFPA 303: We acknowledge this. This should address all of your requests. Please refer to the architectural response for additional information. Please let us know if you have any questions. Sincerely, ORIGINAL am'ElllEii Gary B Cher, PE `IUN 18 2007 Project Engineer PLANNING DEPARTMENT CITY OF CLEARWATER p:lcurrent%atb developrmntlwnas son n ichetlel{ 011 documents%.an•rNChene •response- to- dty- conxnenlst.doc t 12:30 pm Case Number: FLD2007 -05016 — 21 1.DOLPHIN POINT Owner(s): Grey Dolphin Llc 14550 58th St N Clearwater, Fl 33760 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Applicant Alberto Baraybar 15560 Redington Beach, Fl 337 TELEPHONE: 727 - 709 -6331; FAX: 727 - 398 -7837, E -MAIL: albertobaraybar @yahoo.com Location: 0.37 -acre parcel along the south side of Dolphin Point, approximately 550 feet from Larboard Way. Atlas Page: 267B Zoning District: IEOD, Island Estates Neighborhood Overlay District Request: Flexible Development approval for eight attached dwelling units within the Medium High Density Residential (MHDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) with a reduction to the front (north) setback from 25 feet to 24 feet (to building) and 3.4 feet (to pavement), the rear (south) setback from 15 feet to zero feet (to pavement), the side (east) setback from 10 feet to 7.5 feet (to pavement), and side (west) setback from 10 feet to 5.5 feet (to pavement); and an increase in building height from 50 feet to 61 feet as a Residential Infill Project pursuant to Section 2 -404.F of the Community Development Code. Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood Dolphin Cove Condo Association Association(s): Clearwater, Fl 33767 255 Dolphin Point TELEPHONE: 727 - 442 -7880, FAX: No Fax, E -MAIL: dlphincovel @netzero.com Presenter: Robert Tefft, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, June 7, 2007 - Page 24 • • 1 , 1. Provide sanitary cleanout 3 -feet from back of curb in accordance with City Index 305 Sheet 1 of 3. 2. Sheet C1.2 will be reviewed prior to building permit. 3. Fire flow tests provided by D.H. Hamish indicate that acceptable flows and pressures will be available only at certain times. The City will not issue a CO for a building with inadequate fire protection. The Developer will be required to financially participate in upgrading the local water system infrastructure. The City has already designed the improvements required. 4. Provide a note or dimension on the plan indicating that the Fire Department Connection (FDC) shall be located no further than 40 -feet from the nearest Fire Hydrant Assembly (FHA). 5. Relocate sidewalk entirely into street right -of -way to eliminate need for sidewalk easement. 6. Show fire line into building with backflow preventor. 7. Fire line to standpipe at rear of building shall be connected to fire line on service side of the backflow preventor. The above shall be addressed prior to CDB. The following shall be addressed prior to building permit: 1. Include all current City standard details necessary for project. Sanitary clean out Index 304 is not the current standard. 2. A 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. Contact Don Melone (727) 562 -4750 in Room #220 at the Municipal Services Building. 3. The City of Clearwater, at the applicant's expense, will remove /relocate any /all water meters that have to be relocated as part of this development, including reclaimed water meters. (No meter shall be located within any impervious areas.) 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. A double detector check valve with bypass meter shall be required for any internal fire protection line. 6. Provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. Prior to Request for Clearance, the applicant shall be responsible for bacteriological testing of completed water mains and all fees associated with the testing. The health pen-nit application form(s) can be found at: www.dep.state.fl.us/water/drinkingwater/forms.htm 7. All fire hydrant assemblies installed greater than 10 ft. from a water main shall be constructed with ductile iron pipe and shall have a gate valve at the tee on the branch line, and at the fire hydrant assembly (F.H.A.). 8. Provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension prior to issuance of a building permit. 9. Of minor note: the 1 -1/2" domestic meter and 3/4" irrigation meter note arrows point to incorrect locations (Sheet C5.1). Prior to C.O. 1. Need to submit 5 sets of as- builts 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- builts for accuracy. 2. Applicant shall deed or dedicate an easement over all unrestricted water lines, backflow prevention devices and Fire Hydrant Assemblies located on private property to the City of Clearwater. 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 (City Ordinances 32.095.(7) and 32.187.(5). 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. Development Review Agenda - Thursday, June 7, 2007 - Page 25 .. • • General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: I . Boat docks are not part of this application and were not reviewed for approval. Fire: I . Utiliity Plan sheet C5.1 shows the dock standpipe comming from seperate Fire Department Connection, this SHALL come off of the DISCHARGE side of the Fire Pump.Acknowledge PRIOR to CDB 2. Sheet C5.1 on Utility Plan is unclear on the Fire Department Connection, this SHALL not be on the fire line and SHALL be on the SYSTEM side of the riser and 15 feet off the building. Acknowledge PRIOR to CDB 3 . Fire Line connection NOT shown. Show the connection to building PRIOR to CDB 4. Fire Pump SHALL be located above (BFE) Basic Flodd Elevation. Acknowledge PRIOR to CDB 5 . Show Location of second fire hydrant, must be within 300 feet of building.Acknowledge PRIOR to CDB 6. Incorrect codes have been listed. The correct codes at this time are: Florida Fire Prevention Code -2004 edition NFPA 1 -2003 edition NFPA 10 -2002 edition NFPA 13 -2002 edition NFPA 14 -2003 edition NFPA 101 -2003 edition Acknowledge PRIOR to CDB 7. Exit on east side of building does not go directly to a PUBLIC WAY. This SHALL go to a PUBLIC WAY. Acknowledge PRIOR to CDB 8 . Fire Flow Calculations are insufficient, provide fire flow calculations on proper form and to be filled out by a Fire Protection Engineer. See # 3 of General Engineeering indicating that acceptable flows an pressures will be available only at certain times. Acknowledge PRIOR to CDB 9. Docks SHALL meet NFPA 303. Acknowledge PRIOR to CDB Harbor Master: No Comments Legal: No Comments Land Resources: No Comments Landscaping: I . Two Live Oak trees are proposed at less than 10' apart within a pond. The spacing and location are inappropriate for Live Oaks. 2. The proposed Live Oaks are depicted with a canopy width of eight feet. As the canopy will be larger than this, depict a realistic canopy size. Depict this for all proposed trees. 3 . The hedging proposed between the building and the right -of -way is erratic - creating odd gaps and double rows. Some hedge material is proposed within pavement. Revisions are necessary. 4. Pursuant to Section 3- 1202.D.I of the Community Development Code, where attached dwellings are proposed adjacent to a local right -of -way, a 10' wide landscape buffer with trees planted every 35' on center and 100% shrubs is required. The north perimeter landscape buffer is proposed with an insufficient width as well as tree spacing that does not meet requirements. 5 . Pursuant to Section 3- 1202.D. I of the Community Development Code, where attached dwellings are proposed to abut other attached dwellings, a 10' wide landscape buffer with trees planted every 35' on center and 100% shrubs is required. The east and west perimeter landscape buffers are proposed with insufficient widths as well as tree spacing that does not meet requirements. Parks and Recreation: Stormwater: Open space /recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727 -562 -4824 to calculate the assessment. Development Review Agenda - Thursday, June 7, 2007 - Page 26 Solid Waste: • • The following conditions shall be met prior to issuance of a building permit: 1) The applicant is to obtain a SWFWMD permit or letter of exemption. 2) The retention pond is to drain down in 24 hours and percolation rate is to be based on results of a double'ring infiltrometer test and not an assumed value based on general soil classification. 3) At a minimum the top of bank of the retention pond is to be 2 foot off of property with sideslopes no steeper than 4 to 1. (It is recommended to shallow the retention pond and extend it around the south east corner of the building and the 14X23 storm pipe may be used for retention to help meet the city requirements.) 4) Pond shall drawdown within 24 hours. Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Will need Dumpster staging area. Where will Recycling be located Traffic Engineering: 1 . Accessible route shall be designed such that users are not compelled to walk or wheel behind parked vehicles. Florida Accessibility Code for Building Construction Chapter 11, Section 11- 4.6.2. 2. Provide handicap parking stall and sign details compliant with City standards. (Part C Section 100, Index No. 118 & 119). Please use web address provided. http:// www. myclearwater. com/ gov/ depts/ pwa /engin/Production/stddet/index. asp 3. Move sidewalk and crosswalk onto right -of -way by straightening out the driveway. 4. Delete the proposed high visibility cross walk from the driveway in this low pedestrian traffic Planning: area. 5. Revise the sight triangles shown on Sheet C3.1 to conform to Community Development Code Section 3 -904 (the base of the triangle is the property line). The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): l) 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. Development Review Agenda - Thursday, June 7, 2007 - Page 27 • • 1 . Why does the drive aisle turn towards the west at the property line? Redesign for direct ingress /egress to /from Dolphin Point. 2. The description of request provided in the application does not include any of the setback deviations, or the height increase necessary for the development proposal. Provide a full description of request for the application. 3 . The parking space in front of the building on the west side of the drive aisle is excessively deep. Revise to a depth of 18'. 4. How are the gates proposed to be operated? When trash is being collected how will the gates be opened? Redesign to eliminate this conflict. 5 . A blind spot will be created where the accessible route connects to the handicap ramp at the southwest corner of the building. Redesign to eliminate this vehicle /pedestrian conflict. 6. Pursuant to Section 2- 404.F.7 of the Community Development Code, flexibility with regard to setbacks and height shall be justified by the benefits to community character of the immediate vicinity and the City as a whole. The response provided does not address the requested flexibility/deviations to setbacks (to both building and pavement) or the height. Also, the response refers to approved variances on adjacent properties similar to what is being requested for the subject.property. Clarify what variances were approved and provide a revised response to the criterion. 7. The ingress /egress point at the ground level of the northeast stair does not appear to function. Revise so that stair does not empty into parked cars and a pond. 8 . Pursuant to Section 3 -911 of the Community Development Code, all utilities, including individual distribution lines, shall be installed underground. Provide a notation to this effect on the utilities site plan (C5.1). 9. Depict the location of all proposed mechanical equipment (a/c, pool, etc.) on the plans as well as the means by which they will be screened. 10. Pursuant to Section 2 -404 of the Community Development Code, the minimum off - street parking requirement for attached dwellings is two spaces per dwelling unit. Revise the site data table accordingly. 11 . The height notations are nearly illegible on the architectural elevations. Revise for clarity. 12. A bathroom is required to be provided for the pool area above the B.F.E. Revise the proposed plans to include this bathroom. 13. Pursuant to Section 3- 601.C.3 of the Community Development Code, the existing docks approved and constructed under the previously approved and now expired Development Order for FL 01 -08 -26 will be considered to be a commercial dock as part of the presently proposed development. Therefore, provide evidence that the docks meet all of the criteria for commercial docks. 14. Pursuant to Section 8 -102 of the Community Development Code, within the definition of height, parapet walls on flat roof buildings shall not extend higher than 42" over the maximum height specified for the zoning district. As the proposed parapets (including those portions of the building with pitched roofs) far exceed the established maximum, height shall be measured to the top of the parapet - this will put the building at around 61'. 15. Pursuant to Section 3- 1406.B.2 of the Community Development Code, the minimum distance between the right -of -way and the first parking space in a parking lot with less than 50 parking spaces shall be 20'. The stacking distance proposed along the east side of the drive aisle is only 3.4', which is inconsistent with the above requirement. 16. The surveys provided with the submittal do not depict the existing docks. Provide revised surveys that depict all existing improvements. 17. Pursuant to Section 2- 502.F.1 of the Community Development Code, the development of the parcel is otherwise impractical without deviations from the intensity and development standards. The response provided states that deviations are necessary to make the project financially viable; however it does not discuss any of the requested setback and height deviations or why without the deviations the development of the parcel would be impractical. Futher, the application does not require any deviation for intensity; therefore intensity is not an element to the response. Also, criterion discusses impracticalities not financial viabilities. Provide a revised response to the criterion. 18. Pursuant to Section 3- 913.A.1 of the Community Development Code, the proposed development shall be in harmony with the scale, bulk, coverage, density and character of the adjacent properties. The response provided to address this criterion addresses neither scale nor bulk, and that part of the response addressing coverage and density is incomplete. With regard to height; provide more evidence as to how the proposed five -story building will be in harmony with the adjacent two -story buildings. Provide a revised response. Development Review Agenda - Thursday, June 7, 2007 - Page 28 0 0 19 . Pursuant to Section 2- 502.F.2 of the Community Development Code, the development of the parcel as a Residential Infill Project will not materially reduce the fair market value of abutting properties. The response provided to address this criterion is not relevent. Provide a revised response. 20. The northern elevator lobby doors swing into the access panel for the adjacent handicap parking space. Revise the lobby design or the parking configuration to eliminate this conflict. 21 . Pursuant to Section 2- 502.F.5 of the Community Development Code, the proposed development will upgrade the immediate vicinity. While the response provided does address the criteria, explain exactly how the building proposed will be an upgrade to the immdiate vicinity. 22. Pursuant to Section 2- 502.F.4 of the Community Development Code, the use within the Residential Infill Project shall be compatible with adjacent land uses. The response provided to address this criterion is not relevent. Provide a revised response. 23. Pursuant to Section 3- 913.A.2 of the Community Development Code, the proposed development shall not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The response provided does not address the criterion. Provide a revised response. 24. Pursuant to Section 3 -904.A of the Community Development Code, no structure of landscaping may be installed which will obstruct views at a level between 30" and 8' above grade within the 20' sight triangle formed by the intersection of a drive aisle with the right -of -way. The sight triangles depicted on the plans are not correct (they're not aligned along either the drive aisle or the right -of -way) and the proposed parking encroaches within. 25 . The architectural site plan and the ground floor plan (A0.1 and ALL) are inconsistent with the other plans. Revise all plans to be consistent. 26. The architectural elevations identify a wrought -iron fence along the south, east and west elevations that is not depicted on any of the plans. Revise the plans accordingly. 27. Why is the public sidewalk proposed to be constructed on private property? Other: No Comments Notes: The DRC has determined this application to be insufficent. Resubmit 15 full sets of plans and application materials addressing all comments prior to Noon, Monday, June 18, 2007, in order to be scheduled for the next DRC meeting of July 5, 2007. Development Review Agenda - Thursday, June 7, 2007 - Page 29 PLANNING DEPARTMENT May 15, 2007 Mr. Alberto F. Baraybar 15560 Gulf Boulevard Redington Beach, Florida 33708 '�(,]ITY OF CLEARWATER POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562 -4865 Re: FLD2007 -05016 — 211 Dolphin Point — Letter of Completeness Dear Mr. Baraybar: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLD2007- 05016. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on Thursday, June 7, 2007, in the Planning Department Conference Room (Room 216), which is located on the second floor of the Municipal Services Building at 100 South Myrtle Avenue. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. Should you have any questions, please do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562 -4539 Fax: (727) 562 -4865 E -Mail: robert. to t i)iii vcleru-IVater. corn cc: Michael Gresh, DLWArchitects (via email) FRANK %1BBA.RD, MAYOR ,JOHN L)ORAJNT, COUNCIL"EMBL:R J.B. JOHNSON, COUNCILMEMBER Bn JONSONT, COUNCHIMEMBER / CARLEN A. PETERSEN, COUNCILMEMBER a. ''E ?QwL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" I PLANINING DEPARTMENT May 7, 2007 Mr. Alberto Baraybar 15560 Gulf Boulevard Redington Beach, Florida 33708 ITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 Re: FLD2007 -05016 — 211 Dolphin Point — Letter of Incompleteness Dear Mr. Baraybar: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLD2007- 05016. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments: 1 1. Section B of the application requires the provision of a Description of Request, which is to include all requested Code deviations. No description of request was included with the application. �2. Section G of the application requires that the site plan submitted shall depict all required sight triangles and dimensions (i.e. proposed setbacks). 3) Section H of the application requires that the landscape plan depict all required sight triangles.�lo`p 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, Monday, May 14, 2007. 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 r�inycleanA1ate7-.COM FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CAREEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" CITY OF CLEARWATER PLANNING DEPARTMENT ° } Clearwater 100 SOUTH MYRTLE AVENUE ` CLEARWATER, FLORIDA 33756 U TEL: (727) 562 -4567 FAx: (727) 562 -4865 Date: To: From: Re: Comments: FACSIMILE COVER SHEET May 7, 2007 Alberto Baraybar, (727) 398 -7837 Robert G. Tefft, Planner III FLD2007 -05016 — 211 Dolphin Point Number of Pages Including Cover Sheet: 2 ** Please confirm receipt via e-mail at: robert.tef(t(a)nyclearwater.com ** ** Visit the Planning Department online at www.inyclearwater.com ** Page 1 of 1 Wells, Wayne From: Wells, Wayne Sent: Wednesday, May 02, 2007 6:40 PM To: 'Anthony Ferrara - Ozona Engineering' Subject: RE: Grey Dolphin Anthony - This project was approved by the Community Development Board (CDB) prior to my employment with the City. Based on the records in our files, the building permit application to construct the condominiums was voided July 17, 2006, which therefore voided the Flexible Development approval previously granted by the CDB. A new application would need to be filed for the development of this property. Based on prior applications, it would appear that CDB approval for a new Residential Infill Project application would be necessary, due to the need to reduce the minimum lot width. Since most planners now on -staff with the Planning Department started their employment after this project was approved by the CDB, it may be appropriate to have a pre - application meeting to show us the new proposal and give you any necessary feedback prior to making application. This may assist in determining compliance with City Codes, many of which may have been amended since this original approval in 2001, in particular parking requirements. Wayne - - - -- Original Message---- - From: Anthony Ferrara - Ozona Engineering [mailto:aferrara @ozonamail.com] Sent: Wednesday, May 02, 2007 4:45 PM To: Wells, Wayne Subject: Grey Dolphin We are about to resubmit the Grey Dolphin (hopefully you remember that project). Do we have to resubmit a new application for flex standards and everything or do we just submit the new plan? (or something in- between) Please advise. Thanks, Anthony Ferrara Vice President Ozona Engineering, Inc. (727) 733 -3111 (Please note my new e-mail address: aferrara @ozonamail.com) 8/21 /2007 0 0 CDB Meeting Date: August 21, 2007 Case Number: FLD2007 -05016 Agenda Item: E. 2. Owners: Grey Dolphin, LLC Applicant/Agent: Alberto Baray Addresses: 211 Dolphin Point CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval for eight attached dwelling units within the Medium High Density Residential (MHDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) with a reduction to the front (north) setback from 25 feet to 24 feet (to building) and 3.4 feet (to pavement), the rear (south) setback from 15 feet to zero feet (to pavement), the side (east) setback from 10 feet to 7.5 feet (to pavement), and side (west) setback from 10 feet to 5.5 feet (to pavement); and an increase in building height from 50 feet to 61.33 feet as a Residential Infill Project pursuant to Section 2 -404.17 of the Community Development Code. CURRENT ZONING: Medium High Density Residential (MHDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) CURRENT FUTURE LAND USE CATEGORY: Residential High (RH) PROPERTY USE: Current Use: Vacant Proposed Use: Attached Dwellings EXISTING North: MHDR / IENCOD Attached Dwellings SURROUNDING ZONING South: Preservation (P) District Clearwater Harbor AND USES: East: MHDR / IENCOD Attached Dwellings West: MHDR / IENCOD Attached Dwellings ANALYSIS: Site Location and Existing Conditions: The 0.37 -acre subject property is located along the south side of Dolphin Point, approximately 550 feet west of Larboard Way and is presently vacant. The property is zoned Medium High Density Residential (MHDR) and located within the Island Estates Neighborhood Conservation Overlay District (IENCOD). It is noted that while the subject property is located within the IENCOD, all of the development standards and criteria of the MHDR zoning district apply. Development Proposal: At its meeting of October 16, 2001, the Community Development Board (CDB) approved a Flexible Development application (FL 01- 08 -26) for the subject property for 11 attached dwellings as a Residential Infill Project with a deviated front (north) setback of 4 feet to pavement (off - street parking) and a deviated rear (south) setback of zero feet to pavement (pool deck) along with an increased building height of 50 feet. All other development standards were met. Subsequently, an application for a building Community Development Board — August 21, 2007 FLD2007 -05016 — Page 1 • 0 permit was made for this project, which vested the Board's approval; however the permit was never issued and eventually expired due to applicant inactivity, which also resulted in the expiration of the Board's approval. The applicant has submitted Flexible Development (FLD) application for a Residential Infill Project has been submitted for the construction of eight attached dwellings within a 61.33 -foot high building (as measured to the highest point of the building). The development will consist of 20 ground -level off - street parking spaces; 16 of which will be located directly beneath the building, and the remaining four located between the building and the Dolphin Point right -of -way. A small swimming pool with associated deck is also proposed at the rear of the property. The development proposal's compliance with the various development standards of the Community Development Code is discussed below. Impervious Surface Ratio (I.S.R.): Pursuant to Section 2 -401.1 of the Community Development Code, the maximum I.S.R. within the Residential High (RH) Future Land Use category is 0.85. As proposed, the development will have an I.S.R. of 0.69 and therefore meets the above requirement. Densi : Pursuant to Section 2 -401.1 of the Community Development Code, the maximum density within the Residential High (RH) Future Land Use category is 30 dwelling units per acre. As such, the 0.37 - acre subject property would be permitted a maximum of 11 dwelling units. The proposed eight -unit development constitutes a density of 21.63 units per acre. Minimum Setbacks: Pursuant to Section 2 -404 of the Community Development Code, the development standards set forth for Residential Infill Projects are guidelines that may be varied based upon the flexibility criteria specified for Residential Infill Projects. Those development standards call for a front setback of 10 -25 feet, a side setback of 0 -10 feet, and a rear setback of 0 -15 feet. With regard to the proposed building, only a portion of a single structural column will encroach into the required front setback, thereby requiring a reduction in setback to 24 feet. The balance of the building will meet the required front setback, as well as the required side and rear setbacks. With regard to pavement, several deviations have been requested. The proposal includes a reduction to the front (north) setback to a worst -case 3.4 feet to provide off - street parking spaces in excess of the requirements of Code. As proposed, this setback deviation cannot be supported based upon the flexibility criteria for Residential Infill Project's. Criterion #1 requires that the development be impractical without a deviation from the development standards, and not having a setback deviation for the provision of excess parking spaces would not render the development impractical. That said; having the proposed handicap accessible parking space would be beneficial to the occupants. Therefore, it is recommended and attached as a condition of approval that the three standard off - street parking spaces be eliminated and replaced with landscaping, thereby a front (north) setback deviation would only be necessary from 25 feet to 21 feet. The proposal also includes reductions to the side (east) setback to 7.5 feet and the side (west) setback to 5.5 feet to accommodate maneuvering areas (both) and a handicap accessible ramp connecting the building to the pool (west only). While the encroachment of the handicap accessible ramp is supportable, given the provision of the additional landscape material to buffer the ramp from the abutting property, the encroachment of the maneuvering areas into the setbacks and landscape buffers is not as Section 3- 1402.J.1 of the Community Development Code states that such maneuvering areas shall not encroach upon required landscape areas, and a ten foot landscape buffer is required along the east and west perimeters of the property. Therefore, it is recommended and attached as a condition of approval that the maneuvering areas are reduced in depth so as to meet the required ten -foot setback, thereby eliminating Community Development Board — August 21, 2007 FLD2007 -05016 — Page 2 0 • the need for a reduction to the side (east) setback. The depth of the maneuvering areas will still be adequate given the limited number of vehicles that would access the site. Finally, the proposal includes a reduction to the rear (south) setback to zero feet to accommodate a portion of the deck and the swimming pool. The deck and pool area constitute less than 50% of the total setback area between the building and Clearwater Harbor with the remaining area being more than sufficient to accommodate landscaping that would help buffer the building from adjacent developments. Such reductions have been supported and approved on numerous other sites within the City. Maximum Height: Pursuant to Section 2 -404 of the Community Development Code, the maximum building height for Residential Infill Projects within the. MHDR District is 30 feet. However, the development standards for Residential Infill Projects are guidelines and may be varied based upon the criteria specified in Section 2- 404.F. It is also noted that within the MHDR District the maximum building height for attached dwellings is 50 feet. The building is proposed at 61.33 feet to its highest point, which exceeds those maximum heights noted above. As measured to the roof deck, the building would have a height of 48 feet, which would meet Code; however several of the appurtenances that project above the roof deck do not meet that portion of the height definition [ref. Section 8 -101] that identifies what structures can exceed the maximum height. As such, the building height must be based upon the highest point of the structure — 61.33 feet. A portion of the increased height is associated with various rooftop appurtenances, such as mechanical equipment (which by itself would be allowed to project above the maximum height by 16 feet), stair towers, trash chute ventilation, and architectural elements /parapet walls. The trash chute ventilation stack is depicted as projecting higher than the other appurtenances; however the height could be reduced by at least two feet which would bring it in -line with the height of the adjacent stair tower and thereby reduce the overall height of the building to 59.33 feet (this has been attached as a condition of approval). The balance of the increased building height (5.3 feet) is associated with raising the building above the base flood elevation in order to accommodate the required off - street parking beneath the dwelling units. Accommodating the parking beneath the building and not outside between the building and the right -of- way is beneficial to the community character and this additional height is therefore justifiable. While the abutting properties to the east and west as well as properties to the north across Dolphin Point contain two -story buildings, there are buildings in the vicinity of similar and greater height than the proposed building. The building at 200 Dolphin Point (slightly northwest of the subject property) is four - stories over parking and roughly 60 feet in height; the building at 255 Dolphin Point (roughly 240 feet to the east) is ten - stories over parking and would be greater than 100 feet in height; and the building at 202 Windward Passage (across Clearwater Harbor to the south) is five- stories over parking and roughly 60 feet in height. As such, the proposed building height, based upon the modification discussed in the previous paragraph, would be consistent if not slightly less than the buildings on the aforementioned properties. Therefore, the proposal is consistent with the character of the surrounding community as it pertains to building height. Minimum Off - Street Parking: Pursuant to Section 2 -404 of the Community Development Code, within the MHDR District, off - street parking is required to be provided at a rate of 2.0 parking spaces per attached dwelling unit. Therefore, the proposed eight attached dwellings require 16 off - street parking spaces. As proposed, the development would exceed its parking requirement consisting of 20 ground - level off - street parking spaces; 16 of which would be located directly beneath the building with the remaining four located between the building and the Dolphin Point right -of -way. Based upon those recommendations discussed above in relation to minimum setbacks, the three standard off - street parking spaces located between the building and the right -of -way are to be eliminated. The elimination of these Community Development Board — August 21, 2007 FLD2007 -05016 — Page 3 • 0 parking spaces would reduce the total number on site to 17, which would still result in the provision of excess parking. Mechanical Equipment: Pursuant to Section 3- 201.D.1 of the Community Development Code, all outside mechanical equipment shall be completely screened from view from public streets and abutting properties. The plans depict the swimming pool equipment adjacent to the pool and enclosed within a decorative cabinet. The plans, however, do not depict the location of the air conditioning equipment for the dwellings, and while this equipment will no doubt be placed on the roof of the building, its exact location is unknown. It is attached as a condition of approval that prior to the issuance of any building permits, the plans must be revised so as to clearly depict the location of all rooftop mechanical equipment and the means by which it will be adequately screened from view by the parapets and other rooftop appurtenances. Island Estates Neighborhood Plan: The Island Estates Neighborhood Plan identifies various goals and objectives in an effort to emphasize strengths and minimize weaknesses in the neighborhood. These goals and objectives have been reviewed, and the following applicable objectives are noted: Objective 41: Promote the screening of all mechanical equipment, dumpsters and trash containers from public rights -of -way, adjacent property and the waterfront. The development proposal locates its refuse enclosure within the building and locates associated mechanical equipment on the roof where it would likely be screened from view by the proposed parapets and other rooftop appurtenances (although this is something that would need to be clarified prior to any building permit being issued). Subject to this issue being clarified, the development proposal would be consistent with this objective. Objective 5.e.: Development and redevelopment must be consistent with the goals and objectives of the Island Estates Neighborhood Plan. As concluded through this review, as well as a review of Section 2- 1602.H of the Community Development Code, the development proposal is found to be consistent with the goals and objectives of the Plan. Based upon the above, the development proposal has been found to be consistent with the goals and objectives of the Island Estates Neighborhood Plan. Code Enforcement Analysis: According to the City's records, there are two outstanding Code Enforcement cases on the subject property: PNU2007 -01149 (overgrown lot), and PNU2007 -01191 (abandoned ABV hauling trailer). These are minor issues that would be corrected well prior to development of the subject property. Community Development Board — August 21, 2007 FLD2007 -05016 — Page 4 • 0 COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards and criteria as per Sections 2 -401.1 and 2 -404 of the Community Development Code: Standard Proposed Consistent Inconsistent I.S.R. 0.85 0.69 X Density 30 dwelling units per acre 21.63 dwelling units per acre X Minimum Front: 10 -25 feet North: 24 feet (to building) X' Setbacks 3.4 feet (to pavement) Side: 0 -10 feet East: 10.1 feet (to building) X1 7.5 feet (to pavement) West: 11.2 feet (to building) X' 5.5 feet (to pavement) Rear: 0 -15 feet South: 18.7 feet (to building) X' 0 feet (to pavement) Maximum 30 feet 61.33 feet X2 Height Off - Street 2.0 spaces per unit 2.5 spaces per unit X Parkin 16 spaces) 20 s aces I See above discussion with regard to Minimum Setbacks 2 See above discussion with regard to Maximum Height COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per Section 2 -404.17 of the Community Development Code (Residential Infill Project): Consistent Inconsistent 1. The development or redevelopment of the parcel proposed for development is X1 otherwise impractical without deviations from one or more of the following: intensity or other development standards. 2. The development of the parcel proposed for development as a residential infill X project will not materially reduce the fair market value of abutting properties. 3. The uses within the residential infill project are otherwise permitted in the district. X 4. The uses within the residential infill project are compatible with adjacent land uses. X 5. The development of the parcel proposed for development as a residential infill X project will upgrade the immediate vicinity of the parcel proposed for development. 6. The design of the proposed residential infill project creates a form and function X which enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 7. Flexibility in regard to lot width, required setbacks, height, off - street parking, access X or other development standards are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. See above discussion with regard to Minimum Setbacks The following table depicts the consistency of the development proposal with the additional development standards for multi- family areas zoned MHDR/IENCOD as per Section 2- 1602.H of the Community Development Code: Community Development Board — August 21, 2007 FLD2007 -05016 — Page 5 0 • COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per Section 3 -913.A of the Community Development Code: Consistent Inconsistent 1. Parking. The parking of any type of vehicle, trailer, boat, personal watercraft, X recreational vehicle, or any other similar vehicle shall be prohibited on grass or any other landscaped area. X 2. Fences: a. Fences shall not exceed six feet in height between any portion of the principal X structure and any side lot line. b. All fences between the rear building setback line and the seawall shall be non- X opaque (see- through). X 3. Landscape Requirements. Use of gravel, stones, cinders and other similar material X in any yard shall be prohibited unless included as an integral, but minor, element of X a landscaping plan. 4. Outdoor Storage. The storage of commercial fishing and crabbing equipment shall X be prohibited outdoors on any residential property. COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per Section 3 -913.A of the Community Development Code: SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of July 5, 2007, and deemed the development proposal to be sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact: 1. That the 0.37 -acre subject property is along the south side of Dolphin Point, approximately 550 feet west of Larboard Way; 2. That the property is located within the Medium High Density Residential (MHDR) District of the Island Estates Neighborhood Conservation Overlay District (IENCOD); 3. That the property is located within the Residential High (RH) Future Land Use Plan category; and 4. That there are two outstanding Code Enforcement cases associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Standards and Criteria as per Section 2 -401.1 of the Community Development Code; Community Development Board — August 21, 2007 FLD2007 -05016 — Page 6 Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of July 5, 2007, and deemed the development proposal to be sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact: 1. That the 0.37 -acre subject property is along the south side of Dolphin Point, approximately 550 feet west of Larboard Way; 2. That the property is located within the Medium High Density Residential (MHDR) District of the Island Estates Neighborhood Conservation Overlay District (IENCOD); 3. That the property is located within the Residential High (RH) Future Land Use Plan category; and 4. That there are two outstanding Code Enforcement cases associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Standards and Criteria as per Section 2 -401.1 of the Community Development Code; Community Development Board — August 21, 2007 FLD2007 -05016 — Page 6 6 0 2. That the development proposal will be consistent with the Standards and Criteria as per Section 2- 404 of the Community Development Code provided the attached conditions are met; 3. That the development proposal will be consistent with the Flexibility Criteria as per Section 2 -404.17 of the Community Development Code provided the attached conditions are met; 4. That the development proposal is consistent with the Flexibility Criteria as per Section 2- 1602.H of the Community Development Code and with the Island Estates Neighborhood Conservation Overlay District (IENCOD); and 5. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913.A of the Community Development Code. Based upon the above and subject to the attached conditions, the Planning Department recommends APPROVAL of the Flexible Development application for eight attached dwelling units within the Medium High Density Residential (MHDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) with a reduction to the front (north) setback from 25 feet to 24 feet (to building) and 21 feet (to pavement), the rear (south) setback from 15 feet to zero feet (to pavement), and the side (west) setback from 10 feet to 5.5 feet (to pavement); and an increase in building height from 50 feet to 61.33 feet as a Residential Infill Project pursuant to Section 2 -404.17 of the Community Development Code. Conditions of Approval: 1. That prior to the issuance of any building permits, any outstanding General Engineering and Stormwater comments shall be addressed; 2. That prior to the issuance of any building permits, a letter shall be provided to the Planning, Engineering and Fire Departments from the property owner stating that they will financially participate in the upgrading of the local water system infrastructure as fire flow tests provided by D.H. Harnish indicate that acceptable flows and pressures will be available only at certain times; 3. That prior to the issuance of any building permits, the plans shall be revised so as to clearly depict the location of all rooftop mechanical equipment, and the means by which it will be adequately screened from view by the parapets and other rooftop appurtenances; 4. That prior to the issuance of any building permits, the plans shall be revised to reduced the height of the trash chute ventilation stack by at least two feet; 5. That the three standard parking spaces located between the building and the Dolphin Point right -of- way are eliminated and replaced with landscaping, and that a revised site plan depicting such is submitted to the Planning Department for approval prior to the issuance of any building permits; 6. That the maneuvering areas are reduced in depth so as to meet the required ten -foot setback, and that a revised site plan depicting such is submitted to the Planning Department for approval prior to the issuance of any building permits; and 7. That the final design and color of the building shall be consistent with the architectural elevations submitted to (or as modified by) the CDB, and be appr ved by Staff. Prepared by Planning Department Staff: ` /W. Robert G. Tefft, Planner III ATTACHMENTS: • Location Map • Aerial Map ❑ Future Land Use Map • Zoning Map • Existing Surrounding Uses Map ❑ Photographs of Site and Vicinity S:IPlanning DepartmentlCD BIFLEX (FLD)IPending casesl Up for the next CDBIDolphin Pt 211 Villas of San Michelle (MHDR- IENCOD) 08- 21 -07 R71Dolphin Pt 211 - Staff Report 08- 21- 07.doc Community Development Board — August 21, 2007 FLD2007 -05016 — Page 7 s � Robert G. Tefft 100 South Myrtle Avenue Clearwater, Florida 33756 (727) 562 -4539 rbert.tefft(cr,myclearwater.com PROFESSIONAL EXPERIENCE • Planner III City of Clearwater, Clearwater, Florida June 2005 to Present Duties include performing technical review of and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports, and making presentations to various City Boards and Committees. • Planner II City of Clearwater, Clearwater, Florida May 2005 to June 2005 Duties include performing technical review of and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports. Senior Planner City of Delray Beach, Delray Beach, Florida October 2003 to May 2005 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional uses, rezonings, land use amendments, and text amendments. Organized data and its display in order to track information and provide status reports. Make presentations to various City Boards. Planner City of Delray Beach, Delray Beach, Florida March 2001 to October 2003 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional use and text amendments. Organization of data and its display in order to track information and provide status reports. Provided in -depth training to the Assistant Planner position with respect to essential job functions and continuous guidance. Assistant Planner City of Delray Beach, Delray Beach, Florida October 1999 to March 2001 Performed technical review of and prepared staff reports for site plan development applications. Performed reviews of building permit applications. Provided information on land use applications, ordinances, land development regulations, codes, and related planning programs /services to other professionals and the public. EDUCATION • Bachelor of Arts, Geography (Urban Studies), University of South Florida, 1999 LICENSES & CERTIFICATES • American Planning Association Community Development Board — August 21, 2007 FLD2007 -05016 — Page 8 0 D PPS�,G GLEN DA LE ROYAL AY �RBpR , HE ILW 00 D y BAY = ° a AVALO N 0 w { v ? i KENDALL Ju anita O C D a u' VPNQ N E BAY ESPLANADE NN PPM SE \S\ -PNO ROCKAWAY Amber BAYMONT ST ¢o< Q m PROJECT SKIP, PO \C� m SAN MA CO W SITE O h y P POINT o O PAPAYA ST F w C /) Q DORY PASSAGE D { D { �4 a O causeway Blvd is r Z O WINDWARD P SAGE FIRST ST / ° m DF VO�y THIRD DR sr Location Map Owner: Grey Dolphin, LLC. Case: FLD2007 -05016 Site: 211 Dolphin Point Property Size Acres : 0.37 Atlas Page: 2678 PIN: 08- 29 -15- 43398 - 000 -0100 0 a 1 c 1 � � DOLPHIN PT 1 � 5 IL Y ` e � •, 1 og fs J M Aerial Map • - r: Grey Dolphin, • - t 11 t 1 • Site: 211 Dolphin Point Property 1 Atlas Page: 08-29-15-43398-000-0100 • • N N � 34 33 C 0 y o - z i - RH a34s, r— — L —J 56443 21807 T— L X43460 \ 0 43480 —� L— J 3398 312 e 17 18 ' 1 22 , 5 e. 4 354 #101 WATER ",N rye b o ry RH 1 A N A Z P 2 # — 1— 21813 11 �/ tiryO�Ay'NAT 2181 9 N* 330 cwo X21810 \ \ 200 \ \ \ \ 43398 J \ \ 202 DORY PSGE J \ \ �9a a RH a ^ ^ r _ r + \ — V V a \l< 7 O ryo p 0 � 13IOP pq p R 3.21 Ac p9 , s e tiry ti sc ry, k 5 ti / 4 ry9 Future Land Use Map Owner: Grey Dolphin, LLC. Case: FLD2007 -05016 Site: 211 Dolphin Point Property Size Acres : 0.37 Atlas Pa e: 2676 PIN: 08- 29 -15- 43398 - 000 -0100 N X01 so 'L11 � ti N ?r 0 372 60 o ry ry �� HD342 P AN <Ay�yAT ry� M N ry h 330 r 200 202 DORY PSGE ?pp C ry y HDR240 MDR 209 ry1 �^ Zoning Map Owner: Grey Dolphin, LLC, Case: FLD2007 -05016 Site: 211 Dolphin Point Property Size Acres : 0.37 Atlas Page: 2676 PIN: 08- 29 -15- 43398 - 000 -0100 0 0 34 ry 33 ATT HED o y - CLEARWATER D LINGS g HARBOR T— — 43461 F — L 56443 \ \ 21807 \ CO 43460 r— —� ff o D A CHED l 43398 1 312 D 'LLING " ' e D s � 18 I, 4 #101 3 ryH h , 22 h 3 P QZ A — — 21813 11 "' �" Npr 21819 N *Jm �+ �8 330 I ATTACHED DWELLING 1 OD \ \ \ X21810 \ 200 \ \ \ \ 43398 J \ 202 DORY PSGE \ \ Zoo \ -— TTAC ED s \ LLI S 7 D 9- \> ti °ry^ 2�/v 240 PLk& OT c 209 WORSHIP 9 e tiry sc ti z Existing Surrounding Uses Map Owner: Grey Dolphin, LLC. Case: FLD2007 -05016 Site: 211 Dolphin Point Property Size Acres : 0.37 Atlas Pa e: 2676 PIN: 08- 29 -15- 43398 -000 -0100 0 0 Looking east along Dolphin Point toward adjacent properties Looking southwest toward adjacent property Looking north across Dolphin Point toward adjacent property Looking south across subject property toward adjacent property Looking west toward adjacent property Looking northeast across Dolphin Point toward adjacent property 211 Dolphin Point FLD2007 -05016 i CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, August 21, 2007, beginning at 1:00 p.m., in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Ave, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. (Cont'd from 07- 17 -07) Peter Pan Developments, LLC, Petrit Meroli, Panayiotis Vasiloudes, Epic Holdings South, LLC, and Somerset Place, Inc. (Sherry Bagley and/or Bill Woods, Woods Consulting) are requesting Flexible Development approval to construct a 4,062 sq ft multi -use dock facility to provide 16 slips as an amenity to a proposed 16 unit attached dwelling (2 buildings with 8 dwelling units in each) in the Tourist (T) District with an increase to the length of the southern dock from 75 percent of the lot width (93.75 ft) to 111 percent of the lot width (139 ft) under the provisions of Sec 3- 601.C.3. [Proposed Use: Multi -use dock of 4,062 sq ft for 16 slips, in conjunction with a 16 -unit attached dwelling (condominium)] at 685, 689, 693 and 699 Bay Esplanade Mandalay Unit No.5 Replat Blk 76 & 77, Lots 12 &13 & part of Lot 11. Assigned Planner: A. Scott Kurleman, Planner II. FLD2007 -03007 2. Lucca Development LLC (Clint Cuffle, Water Resource Associates, Inc) is requesting Flexible Development approval in the Tourist District to permit the addition of a Parking Garage and Lot of 377 spaces to Parcel "B" (located between Coronado Dr. and Hamden Dr., north of 5th St.) to a previously approved project of 102 attached dwelling units (FLD2005-02021/TDR2005- 03020 approved by the CDB on July 19, 2005), with reductions to the front (south along 5th St) setback from 15 ft to 4.4 ft (to screen wall) and to 5.5 ft (to pavement), a reduction to the front (east along Hamden Dr.) from 15 ft to 12.7 ft (to building) and an increase to building height from 35 ft to 51.35 ft (to top parking deck), as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2- 803.C, with a reduction to required interior landscaping from 10 to 3.7 percent and a reduction to required foundation landscaping on the south side of the parking garage from 5 to 2 ft, as a Comprehensive Landscape Program, under the provisions of Sec. 3- 1202.G. (Proposed Use: Addition of a Parking Garage and Lot of 377 spaces to a previously approved attached dwelling project of 102 attached dwellings.) at 325 S. Gulfview Blvd., 326, 345, 347 & 353 Coronado Dr. and 350 Hamden Dr., Lloyd — White Skinner Sub Lots 63 — 66, • Lots 111 -117; Columbia Sub No. 2, Blk A, Lots 12 — 14; Columbia Sub No. 3, Lots 8, 9 & 9A • Lots 10 & 10A. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2007 -06020 3. Grey Dolphin, LLC (Tom R. Chapman, Alberto F. Baraybar, The Villas of San Michelle) are requesting Flexible Development approval for 8 attached dwelling units within the Medium High Density Residential (MHDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) with a reduction to the front (north) setback from 25 ft to 24 ft (to building) and 3.4 ft (to pavement), the rear (south) setback from 15 ft to zero ft (to pavement), the side (east) setback from 10 ft to 7.5 ft (to pavement), and side (west) setback from 10 ft to 5.5 ft (to pavement); and an increase in bldg ht from 50 ft to 66.66 ft as a Residential Infill Project pursuant to Sec. 2 -404.F of the Community Development Code. (Proposed Use: Attached Dwellings) at 211 Dolphin Point, Island Estates of Clearwater Unit 5 -A Lots 10 & 11 together with subm land being part of water way adj to said lots. Assigned Planner: Robert G. Tefft, Planner III. FLD2007 -05016 4. FL. INT. IMP. Fund TRE. c/o Department of Natural Resources, Bureau of Public Land Administration (Leroy Chin, City of Clearwater) are requesting Flexible Development approval in the Institutional District for 4,800 sq ft of office and 14,054 sq ft of warehouse within 2 existing buildings and associated outside vehicle storage as a Comprehensive Infill Redevelopment Project pursuant to Sec. 2- 1204.A of the Community Development Code. (Proposed Use: Office/Warehouse) at 708 N. Missouri Avenue, Green Field Sub Lot 1. Assigned Planner: Robert G. Tefft, Planner III. FLD2007 -06019 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4 -206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross - examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562 -4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Cynthia E. Goudeau, MMC Planning Director City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758 -4748 NOTE: Applicant or representative must be present at the hearing. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562 -4093 WITH THEIR REQUEST. To learn more about presenting to Clearwater boards and City Council, go to httn:// cearwater .granicus.com/ViewPublisher.php ?view id =11 and click on "Resident Engagement Video." You can also check the informational video out from any Clearwater public library. Ad: 8/9/07 ABATE, SHELLEY BEY, JAMES M � w RUZZO, JOANN 240 WINDWARD PSE # 406 ABBEY, CINDA C 173 VERBENA AVE CLEARWATER FL 33767 - 2247 200 WINDWARD PSE # 31 FLORAL PARK NY 11001 - 3043 CLEARWATER FL 33767 - 2236 AGGELETOS, JOHN ALBERTERNST, KLAUS Alberto Baraybar AGGELETOS, VICKI ALBERTERNST, URSULA 15560 Gulf Boulevard 6507 MERIWETHER LN 400 LARBOARD WAY # 201 Redington Beach, FL 33708 SPRINGFIELD VA 22150 - 1319 CLEARWATER FL 33767 - 2188 ALESSANDRINO, FRANK A ALEXIOU, GEORGE N ALLEN, STEVE ALESSANDRINO, PATRICIA A ALEXIOU, SUSAN L 255 DOLPHIN PT # 811 200 DOLPHIN PT # 401 240 WINDWARD PSE # 601 CLEARWATER FL 33767 - 2120 CLEARWATER FL 33767 - 2102 CLEARWATER FL 33767 - 2248 ALMGREEN, ROBERT J THE ALT, ARTHUR J ALVES, JOSEPH PO BOX 712 ALT, DIANE E 459 SAN SALVADOR DR NEW PORT RICHEY FL 34656 - 0712 7414 1ST CIRCLE DR DUNEDIN FL 34698 - 3733 BROOKSVILLE FL 34613 - 7316 AMERICAN BUSINESS SERVICES INC ANASTOS, LULU ANDREANSKY, ALFONZ THE 411 WALNUT ST # 1627 255 DOLPHIN PT # 314 PO BOX 456 GREEN COVE SPRINGS FL 32043 - 3443 CLEARWATER FL 33767 - 2114 PALM HARBOR FL 34682 - 0456 ARQUILLA, MICHAEL P THE ASNER, LANNY ASSAAD, NABIL 1253 RICHFIELD CT ASNER, GWENDOLYN M ASSAAD, SAMIA WOODRIDGE IL 60517 - 7709 240 WINDWARD PSE # 903 222 DOLPHIN PT CLEARWATER FL 33767 - 2238 CLEARWATER FL 33767 - 2107 ATHANASOPOULOS, CHRISTOS ATKINSON, LOUISE B BADGER PROPERTIES ATHANASOPOULOS, KATINA 210 DOLPHIN PT # C 5 ISLAND PARK PL # 308 222 -24 41 ST AVE CLEARWATER FL 33767 - 2106 DUNEDIN FL 34698 - 8518 BAYS IDE NY 11361 - 2402 BAILEY, ROBERT E BAILEY, ROBERT E BAIOCCO, THOMAS J 231 HOWARD DR 237 HOWARD DR 240 WINDWARD PSE # 803 BELLEAIR BCH FL 33786 - 3533 BELLEAIR BCH FL 33786 - 3533 CLEARWATER FL 33767 - 2238 BAKER, HOWARD U THE BAKER, JOSEPH R JR BALAFAS, JOHN D BAKER, HAZEL L THE BAKER, EDITH BALAFAS, DESPINA 1746 GOLF VIEW DR 430 LARBOARD WAY # 5 4174 S SYRACUSE BELLEAIR FL 33756 - 1560 CLEARWATER FL 33767 - 2153 DENVER CO 80237 - 2168 BARRETT, WILLIAM T BARTOLINI, FRANK BASAK, RAYMOND P BARRETT, SHEILA M BARTOLINI, ROMEO J 255 DOLPHIN PT # 1009 11 SAN MARCO ST # 306 1370 GULF BLVD # 401 CLEARWATER FL 33767 - 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3543 LIBERTY MIRABEL LLC LINKER, ROBIN R LONG, GARY C 5901 SUN BLVD STE 104 PO BOX 971 LONG, JACQUELINE A THE ST PETERSBURG FL 33715 - 1160 RENO NV 89504 - 0971 241 SKIFF PT # 3 CLEARWATER FL 33767 - 2159 LONGENECKER, ROBERT L LYBRAND, STEPHEN F M B R CONDO ASSN INC 201 PALM ISL SW LYBRAND, LYNN L 430 LARBOARD WAY CLEARWATER FL 33767 - 1941 240 WINDWARD PSGE # 605 CLEARWATER FL 33767 - 2153 CLEARWATER FL 33767 - 2248 M J H PROPERTIES INC MAC GILL, ROBERT R MAC KAY, BRIAN R 2035 PHILIPPE PKWY MAC GILL, CAROLYN S MAC KAY, CATHI B SAFETY HARBOR FL 34695 - 2200 240 WINDWARD PSG # 1101 210 DOLPHIN PT # D CLEARWATER FL 33767 - 2259 CLEARWATER FL 33767 - 2106 MADDEN, BEVERLY A THE MAGUIRE, PATRICK MAGUIRE, THOMAS 240 WINDWARD PSG # 701 240 WINDWARD PSG # 1304 285 BAYSIDE DR CLEARWATER FL 33767 - 2248 CLEARWATER FL 33767 - 2249 CLEARWATER FL 33767 - 2504 MALANDRUCO, THOMAS OALAQUIN, ROGER J OANEY, CHARLES S THE 6 CHERRY CIR KEINATH, MARK A MANEY, CLAIRE L THE BLACKWOOD NJ 08012 - 4668 240 WINDWARD PSE # 501 255 DOLPHIN PT # 408 CLEARWATER FL 33767 - 2258 CLEARWATER FL 33767 - 2115 MANNING, BERNADETTE V 255 DOLPHIN PT # 807 CLEARWATER FL 33767 - 2120 MARTIN, VIVIAN R 255 DOLPHIN POINT # 806 CLEARWATER FL 33767 - 2120 MAZAS, BILL W 2551 DREW ST STE 301 CLEARWATER FL 33765 - 2852 MC CASLIN, MARIAN B 255 DOLPHIN PT # 903 CLEARWATER FL 33767 - 2121 MC GRATH, JOHN MC GRATH, RUSSELL P 52 WILD DUNES WAY OLD ORCHD BCH ME 04064 - 4159 MEGGESTO, JAMES A 240 WINDWARD PSE # 805 CLEARWATER FL 33767 - 2238 MERSKIN, CLARENCE G 2208 WORTHINGTON GREENS DR SAN CITY CENTER FL 33573 - 8045 MILLER, RENEE M THE 2873 BIDDLE AVE WYANDOTTE MI 48192 - 5211 MARK, SUSAN 2270 SPRINGFLOWER DR CLEARWATER FL 33763 - 2233 MASSEY, CHARLES T STRYESKI, JANE M 255 DOLPHIN PT # A CLEARWATER FL 33767 - 2171 MC ARDLE, THOMAS H MC ARDLE, DONA F 3610 VALLEY DR MIDLAND MI 48640 - 6606 MC CLAIN, THOMAS JR 9905 WOODBAY DR TAMPA FL 33626 - 2428 MC MULLEN, MARK T MC MULLEN, DIANA C 4407 FLEXER DR HERNANDO BEACH FL 34607 MARLOWE, PATRICK C MARLOWE, CARMEN R 5401 BAYOU GRANDE BLVD NE ST PETERSBURG FL 33703 - 1811 MATTOX, JEFF 2830 COBBLESTONE DR PALM HARBOR FL 34684 -1620 MC CAFFREE, KONSTANCE 560 MAPLE AVE DOYLESTOWN PA 18901 - 4451 MC CULLOUGH, JAMES B 21 IDLEWILD ST CLEARWATER FL 33767 - 1517 MEEK, JOHN H JR MEEK, PATRICIA P 213 WINDWARD PSG -3214 CLEARWATER FL 33767 - 2237 MERCER, ERIC 231 SKIFF PT # 5 CLEARWATER FL 33767 - 2158 MEYER, WARREN MEYER, LE ANN 3930 WHITESIDE ST LOS ANGELES CA 90063 - 1615 MILLER, THOMAS J THE MILLER, QUINTON T THE 400 LARBOARD WAY # 202 CLEARWATER FL 33767 - 2188 MERCURIS, KOSTA B MERCURIS, SHARON 200 DOLPHIN PT # 101 CLEARWATER FL 33767 - 2101 MILLER, LAURENCE J MILLER, BARBARA S PO BOX 3725 CLEARWATER FL 33767 - 8725 MINUTO, THOMAS 1121 KNOLLWOOD DR SAFETY HARBOR FL 34695 - 4407 MIRANDO, JOSEPH M MIRAULT, WILLIAM MIUTA, JON MIRANDO, EVELYN B MIRAULT, STEPHANIE MIUTA, ANGELA 17 CLIFF DR 255 DOLPHIN PT # 709 7102 66TH ST BAYVILLE NY 11709 - 1202 CLEARWATER FL 33767 - 2166 GLENDALE NY 11385 - 7064 MOLLER, JOHAN *OLYNEAUX, WILLIAM W *OYNAHAN, FRANK J ERIKSSON, STEFAN 751 MANDALAY AVE MOYNAHAN, LUCILLE R PO BOX 7043 CLEARWATER FL 33767 - 1433 430 LARBOARD WAY # 6 VOXJO 350 07 00006 - CLEARWATER FL 33767 - 2153 SWEDEN MUNDY, JOCKLYN M NALE, MICHAEL REVOCABLE TRUST NANCE, JASON R MUNDY, NATHAN A 305 N DEE RD 255 DOLPHIN PT # 609 13044 HARTLE RD PARK RIDGE IL 60068 - 2816 CLEARWATER FL 33767 - 2118 CLERMONT FL 34711 - 9571 NEAL, JAMES L NEWHOUSE, ROBERT D NOLAN, LICIA NEAL, AUDREY E 231 SKIFF PT # 6 PO BOX 5488 1675 ROBIN HOOD LN CLEARWATER FL 33767 - 2158 CLEARWATER FL 33758 - 5488 CLEARWATER FL 33764 - 6447 NOVAK, LESLIE OKEY PROPERTIES LTD ORSATTI, CHARLES T NOVAK, LINDA 337 3RD ST NW 2200 TUSCANY TRCE 255 DOLPHIN PT # 410 CANTON OH 44702 - 1711 PALM HARBOR FL 34683 - 7737 CLEARWATER FL 33767 - 2115 OSTERMUNCHNER, DANIZA M OWENS, REGINALD W PACCHIA, ALBERT L 736 ISLAND WAY # 1105 OWENS, KATHLEEN A PACCHIA, LOLA CLEARWATER FL 33767 - 1838 140 SIN SALIDA 367 CASTELFIELD AVE SEDONA AZ 86351 - 9250 TORONTO ON M5N 1 L4 00030 - CANADA PAPPAS, BARBARA PARHAM, RONALD A PARKER, CECILIA M PAPPAS, NICHOLAS 240 WINDWARD PSE # 902 PARKER, RICHARD 2 BIRCHWOOD CT #21- CLEARWATER FL 33767 - 2238 409 MERLIN CT MINEOLA NY 11501 - 4530 BRANDON FL 33510 - 3033 PATERAS, HARRY PATTON, WILBERT PEREZ, FRANK RICHARD 24 RAMBLER RD PATTON, JUNG 5011 S ELBERON ST JAMAICA PLAIN MA 02130 - 3428 16221 SWENSON TER TAMPA FL 33611 - 3827 LUTZ FL 33549 - 3586 PEREZ, FRANK PERGANTAS, LOUKAS PERGANTAS, LOUKAS 400 LARBOARD WAY # 103 PERGANTAS, NIKI PERGANTAS, NIKI CLEARWATER FL 33767 - 2149 2099 POST RD 2099 POST RD NORTHBROOK IL 60062 - 6207 NORTHBROOK IL 60062 - 6207 PERRY, MICHAEL J PHILLIPS, BARBARA W PIAZZA, DOMENICK 225 DOLPHIN PT # 805 ZUMBAUGH, GARY W MONTANO, ANTHONY CLEARWATER FL 33767 - 2104 234 DOLPHIN PT # 5 1180 GULF BLVD # 1802 CLEARWATER FL 33767 - 2110 CLEARWATER FL 33767 - 2771 PIMENTEL, CHLOE S PITCHFORD, R MARK PLESKO- EVANS, FAYE L 1887 NUTHATCH WAY PITCHFORD, ROBIN R EVANS, AICY L PALM HARBOR FL 34683 - 6666 1589 OAK LN 400 LARBOARD WAY # 108 CLEARWATER FL 33764 - 2505 CLEARWATER FL 33767 - 2150 POLLOCK, JAMES P POND, RONALD G •OOK, PEACHES POLLOCK, LAURA S 602 LIME AVE APT 304 234 DOLPHIN PT # 1 PO BOX 673 CLEARWATER FL 33756 - 5245 CLEARWATER FL 33767 - 2110 OZONA FL 34660 - 0673 POOK, PEACHES POPPLETON, JAY KNOX POPPLETON, JAY 234 DOLPHIN PT # 1 700 ORANGE ST 700 ORANGE ST CLEARWATER FL 33767 - 2110 PALM HARBOR FL 34683 - PALM HARBOR FL 34683 - POUND, FRANK J POUNDERS, ERIK V POWERS, JILL POUND, JANET J 5250 INDIAN DR COPE, RICHARD W 255 DOLPHIN PT # 1001 LA GANADA CA 91011 - 1747 210 DOLPHIN PT #A CLEARWATER FL 33767 - 2123 CLEARWATER FL 33767 - 2106 PROCACCIO, DOMENICO QUALITY BOATS CLEARWATER INC QUINTELA, DOLORES PROCACCIO, MARISA 235 WINDWARD PSG 255 DOLPHIN PT # 514 661 KRUK ST CLEARWATER FL 33767 - CLEARWATER FL 33767 - 2117 LEMONT IL 60439 - 4367 RANNO, CHARLES G RANNO, CHARLES G REMINIEC, STANLEY THE 255 DOLPHIN POINT RD # 201 255 DOLPHIN PT # 201 REMINIEC, HELEN M THE CLEARWATER FL 33767 - 2111 CLEARWATER FL 33767 - 2111 2035 WALNUT AVE HANOVER PARK IL 60133 - 3817 REYNOLDS, MARGARET RICCI, JOHN F RINEKER INC MORRIS, JEAN 240 WINDWARD PSE # 303 2681 CRYSTAL CIR 255 DOLPHIN PT # 902 CLEARWATER FL 33767 - 2257 DUNEDIN FL 34698 - 2409 CLEARWATER FL 33767 - 2121 ROBERTS, GERALD ROBERTS, JAMES W ROBERTS, RONALD P ROBERTS, PATRICIA ROBERTS, DIANE L 51 ISLAND WAY # 1109 223 WINDWARD PSE 240 WINDWARD PSG CLEARWATER FL 33767 - 2251 CLEARWATER FL 33767 - 2237 CLEARWATER FL 33767 - ROBOVICS, MARY ROY, RAYMOND E RUKAVINA, JIM COMPTON, DOLORES ROY, CATHERINE M 10 PAPAYA ST # 503 255 DOLPHIN PT # 313 7 HANFORD RD CLEARWATER FL 33767 - 2040 CLEARWATER FL 33767 - 2114 STONEHAM MA 02180 - 2128 RUSSELL, HAZEL C RYAN, KEVIN B SADOWSKI, ALFRED 736 ISLAND WAY # 103 RYAN, LINDA M SADOWSKI, POULHERIA CLEARWATER FL 33767 - 1817 681 OUTLOOK AVE PO BOX 85 N BABYLON NY 11704 - 4437 ROXBURY NY 12474 - 0085 SALLUSTIO, RICHARD SALTZMAN, STUART SAMARAS, THEODOROS SALLUSTIO, WENDY L 240 WINDWARD PSE # 403 SAMARAS, TANA 9844 PEBBLE BEACH LN CLEARWATER FL 33767 - 2247 8759 52ND AVE LONE TREE CO 80124 - 3107 ELM HURST NY 11373 - 3937 SANDOVAL, CHRISTIAN R •SANON, JEAN E OSCARIE, GERALD 25583 LIVINGSTON CIR 255 DOLPHIN PT # 912 SMITH, WILLIAM S FARMINGTN HLS MI 48335 -1248 CLEARWATER FL 33767 - 2122 PO BOX 3801 CLEARWATER FL 33767 - 8801 SCHMITT, ROBERT W SEA ISLAND CONDO I ASSN INC SEAMON, MERLIN E NOONEY, MARY W 400 LARBOARD WAY APT 202 SEAMON, SUE ELLEN 53 CROSS BOW LN CLEARWATER FL 33767 - 2188 234 DOLPHIN PT APT 6 COMMOCK NY 11725 - 1214 CLEARWATER FL 33767 - 2110 SEE, KELLEY L SEE, MICHAEL T SEIBERT, THOMAS 255 DOLPHIN PT # 308 SEE, THOMAS M 1125 ELDRIDGE ST CLEARWATER FL 33767 - 2114 42930 BARCHESTER CLEARWATER FL 33755 - 4310 CANTON MI 48187 - 3006 SETOLA, MICHAEL J SHALABY; SAMIR M SHOCKLEY, NELLIE SETOLA, ROBIN SHALABY, SAMIA B 255 DOLPHIN POINT RD # 803 255 DOLPHIN PT PH 13 255 DOLPHIN PT # 712 CLEARWATER FL 33767 - 2119 CLEARWATER FL 33767 - 2165 CLEARWATER FL 33767 - 2119 SILVEUS, STEVEN W SLETTELAND, JESSE SMEULERS, JANWILLEM A 1230 GULF BLVD # 308 SLETTELAND, NICKELLE GUINAN, VERONICA E CLEARWATER FL 33767 - 2707 3827 30TH ST 240 WINDWARD PSE # 401 SAN DIEGO CA 92104 - 3609 CLEARWATER FL 33767 - 2247 SMILEY, DAVID W SMYER, JEFFREY M SOKOLICH, JOHN J SMILEY, BARBARA SMYER, DEBORAH L 255 DOLPHIN PT # 610 48 A FENTIMAN RD 3651 FOWLER RDG CLEARWATER FL 33767 - 2118 LONDON SW 81 LF 00003 - DOUGLASVILLE GA 30135 - 2679 GREAT BRITAIN SOLECKI, ROMAN T SPANOS, JOHANNA THE SPATAFORA, JOSEPH SOLECKI, EFTERPY 514 MEDINA DR SPATAFORA, ISOLDE 3749 TECHNY RD ST LOUIS MO 63122 - 1430 24 KINGS AVE NORTHBROOK IL 60062 - 5757 SELDEN NY 11784 - 2336 ST MARTIN, DAVID J STORC, DANIEL T STORY, JULIA ST MARTIN, KAREN P 430 LARBOARD WAY 6383 EASTREYNOLDS RD 54 COLLEEN ST CLEARWATER FL 33767 - 2153 OKEMOS MI 48864 - DANIELSON CT 06239 - 3300 STOUT, C EDWIN STRAUSS, RALPH W SUTHERLAND, RUDY L FATH, PATRICIA A STRAUSS, LOIS SUTHERLAND, JANIE F 240 WINDWARD PSG # 1102 1604 INDIAN ROCKS RD 4432 N MERIDIAN CLEARWATER FL 33767 - 2259 BELLEAIR FL 33756 - 1654 OKLAHOMA CITY OK 73112 - 2402 SZOMKO, MAREK TAILLON, FRANK TARACKS, BARRY K 5740 GUNNISON TAILLON, JUDY TARACKS, SUZANNE M CHICAGO IL 60630 - 3218 75 MICA POINT RD 1737 LONG BOW LN BARRINGTON NH 03825 - 3303 CLEARWATER FL 33764 - 6401 THATCHER, REVOCABLE LIVING kOMAS, HAMPTON D THOMAS, MARY K TRU THOMAS, JUDITH A 255 DOLPHIN PT # 1005 670 ISLAND WAY 18828 TRACER DR CLEARWATER FL 33767 - 2123 CLEARWATER FL 33767 - 1974 LUTZ FL 33549 - 3821 THORNTON, JENNINGS H TILLER, CHRIS TODROW, ALEXANDER THORNTON, DIANE B TILLER, ANN 240 WINDWARD PSE # 101 255 DOLPHIN PT APT 605 200 DOLPHIN PT # 403 CLEARWATER FL 33767 - 2246 CLEARWATER FL 33767 - 2117 CLEARWATER FL 33767 - 2102 TOMARAS, CATHERINE TOMARAS, GEORGE R TOMARAS, GEORGE TOMARAS, KONSTANTINOS TOMARAS, CHRISTINE G TOMARAS, CHRISTINE G 6249 W CAROL LN 15241 S HEATHER CT 255 DOLPHIN POINT RD PALOS HEIGHTS IL 60463 - 1823 ORLAND PARK IL 60462 - 4203 CLEARWATER FL 33767 - 2171 TOWN CORP TSENEKOS, WILLIAM C TSETSEKAS, HARRIET 255 DOLPHIN PT # 710 TSENEKOS, MARINA TSETSEKAS, RIA CLEARWATER FL 33767 - 2166 847 PARKWOOD AVE 400 ISLAND WAY #1604 PARK RIDGE IL 60068 - 2233 CLEARWATER FL 33767 - 2131 TWINING, AMY L UNVERFERTH, JEAN F URBANEK, ANTHONY P TWINING, CHERYL A THE 3001 ROSERY RD E URBANEK, ANN M 441 PALM ISLAND SE LARGO FL 33771 - 1323 227 WINDWARD PSG CLEARWATER FL 33767 - 1939 CLEARWATER FL 33767 - 2237 VALENTE, DANIEL VAN DYCK, STEPHEN VILLAGE ON ISLAND ESTATES VALENTE, ELIZABETH 1560 GULF BLVD COND 153 SWEET RD CLEARWATER FL 33767 - 2900 251 WINDWARD PSG STE F QUEENSBURY NY 12804 - 1759 CLEARWATER FL 33767 - 2260 VUILLIOMENET, PAUL R WAGNER, LARRY H WALSER, DEBRA H VUILLIOMENET, DIANA L 240 WINDWARD PSG # 1202 WALSER, ROBERT L 3718 LOCUST CIR W CLEARWATER FL 33767 - 2249 240 WINDWARD PSG # 1301 PROSPECT KY 40059 - 9234 CLEARWATER FL 33767 - 2249 WARNER, JEFFREY S WARREN, GLENN T WATERS, ROBIN E 240 WINDWARD PASSAGE # 901 WARREN, CAROL 255 DOLPHIN PT #PH4 CLEARWATER FL 33767 - 2238 240 WINDWARD PSE # 105 CLEARWATER FL 33767 - 2171 CLEARWATER FL 33767 - 2246 WATSON, RICHARD E WHITE, JARED WILHELM, LEE J 3462 CHEATHAM RD NW 231 SKIFF PT # 7 WILHELM, EILEEN ACWORTH GA 30101 - 4342 CLEARWATER FL 33767 - 2158 31 ISLAND WAY CLEARWATER FL 33767 - 2240 WILLIAMS, DAVID E WINDWARD PASSAGE CONDO LLC WINK, JOSEPH WILLIAMS, MARGARET J INVESTMENT BUILDING GROUP II 1 400 LARBOARD WAY # 105 5246 KARRINGTON DR 140 ISLAND WAY # 299 CLEARWATER FL 33767 - 2187 GIBSONIA PA 15044 - 6023 CLEARWATER FL 33767 - 2216 WINK, STANLEY J WINK, WANDA T 400 LARBOARD WAY # 207 CLEARWATER FL 33767 - 2187 WOHLGEMUTH, GARY G WOHLGEMUTH, DARLENE 366 LARBOARD WAY CLEARWATER FL 33767 - 2147 WRIGHT, THOMAS H THE 255 DOLPHIN PT PH 10 CLEARWATER FL 33767 - 2165 YARBROUGH, ANDREW M 255 DOLPHIN POINT # 303 CLEARWATER FL 33767 - 2113 ZETTERBERG, CHARLES R 2854 WHITNEY RD CLEARWATER FL 33760 - 1705 OIRSING, MICHAEL WIRSING, ROBIN PO BOX 66 WINTER PARK CO 80482 - 0066 WRAGG, OTIS O III 365 REDWOOD LN MIAMI FL 33149 - 1862 WRIGHT, VIRGINIA L THE 255 DOLPHIN PT PH 10 CLEARWATER FL 33767 - 2165 YATES, SANDRA G 255 DOLPHIN PT # 904 CLEARWATER FL 33767 - 2121 ZINZIGK, FRANGULA THE 255 DOLPHIN PT # 704 CLEARWATER FL 33767 - 2166 *WITHERS, WARREN CLAY WITHERS, SUSAN 400 LARBOARD WAY # 205 CLEARWATER FL 33767 - 2187 WRIGHT, HERBERT S EST 10520 S CANOA HILLS TRL AUSTIN TX 78717 - 4422 XANTHOUDAKIS, LAURIE P 948 GERRY AVE LIDO BEACH NY 11561 - 5217 YAZBECK, JOSEPH YAZBECK, ELISA T 240 WINDWARD PSE # 801 CLEARWATER FL 33767 - 2238 VILLAS oF SAN MICHELLE OWNER BADGER PROPERTIES, LLP ALBERTO F. BARAYBAR 15580 GULF BLVD. REDINGTON BEACH, FL. 33708 (727) 709-6331 (727) 398-7837 h ARCHITECT DLW ARCHITECTS 502 DOUGLAS AVE. DUNEDIN, FLORIDA 34698 (727) 736-6000 (727) 738 -8343 h CIVIL ENGINEERING OZONA ENGINEERING INC. 435 CAUSEWAY BLVD. DUNEDIN, FLORIDA 34698 (727) 7333111 8 UNIT CONDOMINIUM 215 DOLPHIN POINT CLEAR WA TER BEACH, FLORID. CODE INFORMATION PERMITTING OFFICE CITY OF CLEARWATER DEVELOPMENT SERVICES ioo souTH umTxE AVE cTE.wwATEA, noRmA aaTb Px» bxa�m BUILDING DATA: GEl4'.NAL DESCRwIWN NEW CONSTRUCTNW OF ANO UNIT COMOFmMAl 61 0 VATH.6i0RIES OF UM160VFA 1 bTORr OF PARNWO euLaNO FnFA r..ss .Fr.. vARNwo cFnrrf TEVEL, T..b 60. FT.IW TYPNIL IMNGIEVElS x3 as]ssD. Fr.. rorAL malDlnD OCCUPANCY PE610ENTWL (RA euenNeeacrsrmlcipN: TYPE N. e. sPwwafNm FINE MTW iXOW iEMNxi SEPAMi1DN PMDTWNS ttoa+r cENWC AsuMeuES WiE xFw MrEO PER POST TENSIOIEO 6Y6. XR RATED coLS w ] Fw wws vER uuPn AT cAUAr,E �EL,:� oFAr :Am FLOOR FEInCM B 6. Y 6FPEaew, &NEFM[Z IERED IGARAGE I6 TYFES T_ 016iANtE: 6ECTNw 64.1 NFPA 101 ]OUY WrW W g6TUICE NA]dIIGPiIEOUwFIIFlnS -. PII0NOE0 PFAFlgeOAALCE64®UfY COOS wrAUOwc cEDETw Ao], couPlxW4s. FNR nouslN c rcr WTERwRFwsXFS: sECTwNTWS Sec u. ss •r WMUw euanulc HDwr u + 610E VuLL ALLOVM6IE DPEMIAI; 101A1 WALL ANEA ;00x 6.f.•s•bIA Bf. xON iOTAt OPENWO AREA •x.a 6F. LOCATION MAP 7 -M "Al, e l I •��.,� ~ ��~ NOTES i. FWE sPRWNLER srsrEU ro eE wsrA„ c^ PFA rsnA x; imF EpTWN ]. ALL FWE SPRWNU31 NOAK TO BE GONE AS PEN NWA ]]. IF99EDRIWx, BY A IKENSED FIRE SRUNNLER CONTRACTOR WITH SEPARATE PERMR, PUNSAND CAIdAATbNS. 6TANDPIPES TO M w6TALLED PER NpA 1.. 3000 EgTNkI, 4. FIREHARMSYSTEMTOeEw TAU "PERMP MWAUCENSEDFwEAIANM COHIRACTOR U]xOER A fiEPAMTE PEWAfi ANO ftANS. 5. ALL SMOKE DETECTORS WITHIN FACX DWEWHO NU6T BE WTERCOVECTED 6011NT 1AHEN ONE SMOKE DETECTOR ACTNRIES ALL SxAONE DETECTORS W11x4N THE DA£WIlG UNR SOUND AN ALARM. 4. ANNOY eO.r FOR FIRE OEPARIMEM ALCFIN TO eE TAOVIOED. T. WSTALL POIITAeIE FOiE ENTwGUI$ xQ: RSWGARAGE PARKWOIJtEAND ON RESIOEMUI FLOOas AS PFn NFVwiAND NFPw]o 0. 1WT VNOFAWOUND WATER MAw3 AND ORTo oo EREOURED. TIEY SULI1. wsTAUED, couPLEieDAXD. w ssR•ncE PRIOR To cOFrraucrloHws PER rsPAZ.+. a- FWE SPRwKtER CONTMCTOR TO MOV MRTUIGTNIN FOR LL I1 Dxxg4TORINO FOR FLOW 6W'ITW MID TAMPER VALVES ON THE SPRWRFR 6T6 PIUpx TOIW FIRE W6PECDON FOR c OP o. DRAWING LIST SHEET OESWPTION ISSUE DAIE UTEST AEh BATE Ci.l LOVER 6xEET OW A6.1 MCwiELTURAt SITE R/Fx OROUNOROOR_ AIS xND1HRU >TX ROOR PLW ENlER10R EIEVA1pN9 WY 1. tOW J J `nD W P1 M U a Q p0 U) Z S LL a U O oW N Q m ti LU Q W J N Q > Of Lu W �. U CL Fi r O1F1 �Y Qp � d �n J 2 00 1 �tM�l 6FYM NfMUw COVER t a d.vid 1. mow d-.. .o. s associates P... 6 THE VILLAS OF SAN MICHELLE g g .. a. 9 n late *401's o� p �! d I �� 211 DOLPHIN POINT a .�.ti,..e.. P rnassa000 nrr es+s CLEARWATER BEACH, FLORIDA 33767 '8 m J O c z v T r- 0 O z 4 0 KI iq�f' REU, ELF®' _! "Y'L 16 2007 pLAN%j, ? ? D:F ( '.1411E NI C11Y0d CLEt04NATER d ld L wallaea s aaaoolataa, p.a. THE VILLAS OF SAN MICHELLE r€ 6 IL ° 211 DOLPHIN POINT 1 .renIt—t- P TV73B mix, CLEARWATER BEACH, FLORIDA 33767 0 0 devid L wmllec* a assoclates. p.m. N2 "*&.. - &-&, 11 S"M THE VILLAS OF SAN MICHELLE —.& .. mt..U— 211 DOLPHIN POINT p. MXASADDO f. 72721SAil" CLEARWATER BEACH, FLORIDA 33767 "Y ...................... E 11111111 - - Z 0 0 POWDER SAN I Z m p 13 0 0 > C? C/) ....... JUL 16 2007 PLAN NK.3 QZPAWNi E NIT CITY Cf- -?.%,LU,6VATER devid L wmllec* a assoclates. p.m. N2 "*&.. - &-&, 11 S"M THE VILLAS OF SAN MICHELLE —.& .. mt..U— 211 DOLPHIN POINT p. MXASADDO f. 72721SAil" CLEARWATER BEACH, FLORIDA 33767 E 11111111 - - EAST ELEVATION o D of 01 01 C I 111 01 01 WEST ELEVATION NORTH ELEVATION 12 111 1'11 MEN m 01 01 el ( c o EAST ELEVATION o D of 01 01 C I 111 01 01 WEST ELEVATION NORTH ELEVATION 12 111 1'11 MEN m C)Rl^l I w SOUTH ELEVATION Wii Pinn,7 P I AN M% W; B Cz J; 1 W N"I E N't CITY C, CF ,-LUOV►ATER - at luu -J IrD _j N ui m M Q Z 0 0 < a- LLJ m LL Ia U o <W Om LU < w -j U li CL R Ij --- &wf-- A2.1 �J • dILUdavid I. waliace & associates p.a. architects color chart project: Villas San Michelle date: May 4th, 2007 Porter Paints #6196 - Jasmine Porter Paints #6187 - Vermouth White 2007 PLAN%, Wzp D :ZAW 1ENr CITY OF CLEF WATER Porter Paints #6825 - Mellow ivory Porter Paints #6772 - Shadow Sand s 4 '^ k e< f 0 1, fe W* IV At y I 0 L N v C " 4 E �sn p� 3 C a� 0 • JUL 16 2007 ER CITY C' CLE;,IAi ��;.- �' w�� _ _ ,, ��: _. w -. RP ,` \ �� i �� ■ 1 �HEP,�RT.^ _� P �yTi):I� �n_ OKIGINU REI ° *D j 15- 6 2001 CITY Gi e- :, ATER LE(GAL DESCRIPTOON DESCRIPTIONS THE FOLLOWING LEGAL PROVIDED PARCEL 1: LOTS 10 AND' 11, UNIT 5 -A, ISLAND ESTATES OF CLEARWATER, ACCORDING TO THE PLAT BOOK THEREOF, RECORDED IN PLAT BOOK 60, PAGE 51, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL 2: A PARCEL OF LAND BEING A PORTION OF THE WATERWAY ACCORDING TO UNIT 5A ISLAND ESTATES OF CLEARWATER, AS RECORDED IN PLAT BOOK 60, PAGE 51 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LYING WITHIN SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA. (GENERAL, NOTES THIS PROJECT WAS ORIGINALLY DESIGNED BY OTHERS. THE NEW PLAN WAS DESIGNED USING THE PREVIOUSLY REVIEWED PLANS FOR REFERENCE. SOME INFORMATION WAS DUPLICATED TO PRESERVE CONTINUITY BETWEEN THE ORIGNAL PLANS AND THE NEW PLANS. ANY DIFFERENCES BETWEEN THE PLANS HEREIN ARE A RESULT OF RESPONSES TO COMMENTS, BUILDING DESIGN ADJUSTMENTS AND %OR SITE DESIGN CLARIFICATIONS. IT IS THE INTENT TO PRESERVE THE INTENT OF THE ORIGINAL APPROVALS AND REVIEWS OF THIS PROJECT. 1. ALL MATERIALS' AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MORE STRINGENT TECHNICAL SPECIFICATIONS AS FOUND IN THE STANDARD SPECIFICATIONS OF THE CITY OF CLEARWATER OR THE CONTRACT DOCUMENTS AS PREPARED BY OZONA ENGINEERING, INC. SPECIFICALLY ;FOR THIS PROJECT. I 2. THE JURISDICTIONAL AGENCY FOR THIS PROJECT IS THE CITY OF CLEARWATER. 3. THE LOCATION I OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN ON THE PLANS AND IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. i 4. THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PREVENT EROSION AND TRANSPORT OF SEDIMENT MATERIAL TO INLETS, SURFACE DRAINS, LAKES AND WETLAND AREAS. THE CONTRACTOR SHALL USE STRAW BALES, SILT BARRIERS OR OTHER APPROPRIATE MEASURES TO MITIGATE ADVERSE IMPACTS TO EXISTING SURFACE WATER QUALITY. 5. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THE PROJECT BY WATERING OR I OTHER METHODS AS REQUIRED. I 6. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM SYSTEMS. 7. ARCHITECTURAL INFORMATION PROVIDED BY DAVID L. WALLACE & ASSOCIATES, P.A.. 8. BACKFLOW PREVENTION DEVICES MUST BE INSTALLED BY THE CITY. 9. LOCATIONS OF: TRASH OUMPSTER TO BE COORDINATED WITH THE CITY OF CLEARWATER SANITATION DEPARTMENT. 10. SITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 42.27 OF THE CITY OF CLEARWATER LAND DEVELOPMENT CODE. 11. UPON ORIGINAL REVIEW, THE SITE WAS LOCATED WITHIN FLOOD ZONE AE, BASE FLOOD ELEVATION = 112, PER FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 125096 0007 D, MAP REVISED AUGUST 19, 1991. REFER TO FLOOD ZONE INFORMATION BELOW. 12. SITE LIGHTING SHALL BE PROVIDED IN COMPLIANCE WITH CITY OF CLEARWATER CODE REQUIREMENTS. 13. DRAINAGE FOR ALL PARKING LEVELS UNDER THE BUILDING WILL BE DIRECTED TO THE PROPOSED DRAINAGE SYSTEM TO ACCOMMODATE WATER QUALITY REQUIREMENTS FOR THE PROJECT. 14. TREE REMOVAL; PERMIT APPLICATION TO BE SUBMITTED AT TIME OF CONSTRUCTION PLAN SUBMITTAL. 15. A CHUTE ROOM SHALL BE PROVIDED FOR THE DUMPSTER. 16. BUILDING TO BE SPRINKLED. 17. CONSTRUCTION. PLANS TO SHOW FIRE DEPARTMENT CONNECTION TO BE AT LEAST 15 FEET FROM THE BUILDING BUT WITHIN 40 FEET OF A HYDRANT. SUMMARY OF VARIANCES AND DESIGN APPROVALS TO DATE: 1. VARIANCE FOR : LOT WIDTH. 2. VARIANCE FOR : HEIGHT LIMIT (FLOOD ZONE ELEVATION WAS REFERENCED). 3. SETBACKS RELATIVE TO SITE IMPROVEMENTS (NOT BUILDINGS). PROJECT APPEARS TO BE WITHIN FLOOD ZONES AE (EL. 1 1) AND VE (EL- 13) PER FEMA FLOOD INSURANCE RATE MAP #12103CO1026 EFFECTIVE SEPTEMBER 3RD, 2003. THIS SET OF PLANS IS COMPRISED OF SEVERAL SHEETS THAT REFER TO EACH OTHER FOR VARIOUS DESIGN DATA AND DESCRIPTIVE PURPOSES. NO SHEET SHALL STAND ALONE. FOR BIDDING, CONSTRUCTION AND COORDINATION PURPOSES, ALL PAGES WITHIN THIS SET OF PLANS SHALL BE BE PRESENTED TOGETHER, NOT IN PART. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE SET OF PLANS TO ALL THOSE CONDUCTING WORK ON THIS PROJECT. INCOMPLETE PLAN PACKAGES MAY BE CONSIDERED INVALID BY THE ENGINEER OF RECORD. DRAWING FRE NAME & 041E INFO: 5/3/2007 11:12 NJ DM- SAN -l11gi M- 04- 25- 07.deg LOCATION MAP NTS AERIAL PHO NTS ff T E D " BEFORE DEVELOPMENT AFTER DEVELOPMENT MINIMUM OR MAXIMUM REQUIRED NOTES ZONING M HDR M HDR N/A 16,100 sf LAND USE RH RH N/A 100.0% FACILITY USE VACANT CONDOMINIUMS N/A 0.0% LOTAREA 16,100 sf 0.37 Ac MOIL 100.0% 16,100 sf 0.37 Ac MOL 100.0% 16,100 sf 0.37 Ac MOL 100.0% REAR BUILDING COVERAGE 0 sf 0.00 Ac MOL 0.0% 7,600 sf 0.17 Ac MOL 47.2% 8,050 sf 0.18 Ac MOL 50.0% TOTAL NUMBER OF STORIES 0 5 5 TOTAL UNITS 0 0.0 DU /AC 8 21.6 DU /AC 81 30.0 DU /AC PAVED VEHICULAR USE AREA 0 sf 0.00 Ac MOL 0.0% 2,100 sf 0.05 Ac MOL 13.0% OTHER IMPERVIOUS AREA 0 sf 0.00 Ac MOL 0.0% 1,450 sf 0.03 Ac MOL 9.0% PER VARIANCE Ww Z� IMPERVIOUS SURFACE RATIO 0 sf 0.00 Ac MOL 1 0.0% 11,150 sf 0.26 Ac MOL 69.3% 1 13,685 sf 0.31 Ac MOLI 85.0% OPEN SPACE 1 16,100 sf 10.37 Ac MOL 1 100.00/0 4,950 sf 0.11 Ac MOL 30.7% 1 2,415 sf 0.06 Ac M'OL 1 15.0% 0 INTERIOR LANDSCAPING 0 sf 10.00 Ac MOL I N/A 1 85 sf 10.01 Ac MOLI 13.6% IF 168 sf 0.00 Ac MOL 1 8.0% IF SETBACKS FRONT 0.0 ft N SIDE 0.0 ft E SIDE 0.0 ft W REAR 0.0 ft S IBUILDING HEIGHT 1 0.0 ft:::] 3.8 ft N 8.5 ft E 7.5 ft W 0.0 ft is 50.0 ft PARKING REQUIRED: 1.5 SPACES PER UNIT TOTAL UNITS =8 PARKING CALCULATIONS 8 X 1.5 = 12 MIN. PARKING REQUIRED PARKING PROVIDED = 16 WITHIN GARAGE + 4 EXTERIOR = 20 TOTAL PARKING PROVIDED (INCL. 1 HANDICAP) 25.0 ft N 10.0 ft E 10.0 ft W 15.0 ft IS 30.0 e PER VARIANCE PER VARIANCE PER VARIANCE PER VARIANCE SITE PLAN APPROVED . ,s - DRC DATE CD13 DATE i L SIGNATURE DATE v-:U-61 y � 2 SITE INFER ATR0 PARCEL ID #: 08/29/15/43398/000 /0100 PROPERTY ADDRESS: 211 DOLPHIN POINT CLEARWATER BEACH, FLORIDA 33767 PROPERTY OWNER: GREY DOLPHIN LLC 14550 58TH STREET N CLEARWATER, FLORIDA 33760 -2805 PROJECT F A I PROPOSED PROPERTY OWNER: GREY DOLPHIN LLC 14550 58TH STREET N CLEARWATER, FLORIDA 33760 -2805 DESCRIPTION OF WORK: CONSTRUCT AN 8 UNIT MULTI -STORY CONDOMINIUM ON A 0.37 AC PARCEL WITH REQUIRED PARKING, STORMWATER MANAGEMENT AND UTILITIES. ORIGINAL RE,::AI` D 2007 -titv c1l�f O� OLD �AYE1 rx k T. •: ' �6- SCALE: NONE PROJECT :- ORIG. DATE: 08/18/06 DRAWN BY: AVF SCALE: AS SHOWN I'l z O 3E W> U) Ww Z� 0 Z � W zo 0 00 N m O X - > m w CL CL CL WW ZZ � N 00 PROJECT :- ORIG. DATE: 08/18/06 DRAWN BY: AVF SCALE: AS SHOWN ORANNG ME NAME do Wr INFO: 5/3/2007 11:12 AN 0UL- SAN -I0ELE- 04-25- 07.dvq I CONTRACTOR PROCEDURE NOTES: 1. New Water Mains: After completion of installation of new water mains, pressure testing shall be performed in accordance with the local jurisdiction water system standards and specifications, sampling of new water mains shall conform with county public health unit requirements and results forwarded to the engineer. Under no circumstances shall anew water system be placed into service until the certification by the engineer has been completed and a release from county public health unit and /or the Florida Dept. of Environmental Regulation has been issued. 2. Tree Barricades And Erosion Control Measures: Required tree barricades and erosion control measures must remain intact throughout the project duration. Encroachment into or failure to maintain these barricades will result in enforcement action, which may include citations and /or permit revocations. 3. Runoff Management: ; Alf retention areas, storm sewer piping, storm sewer structures, etc. Must be in place as part of the first phase'of construction. It is the responsibility of the contractor to accommodate positive drainage throughout construction to avoid flooding of the adjacent properties. Any flooding that may occur due to this work will be the sole responsibility of the contractor. 4. Public Utility Connections: Any new public utilities to be constructed within the right of.way as part of the project must be inspected and accepted by the local jurisdiction prior to private connection from the project. 5. Electronically Stored Data: The use of electronically stored data (i.e. CAD files) whether transmitted via. disk, direct modem, e-mail, digitization, etc. is intended for informational purposes only. This information is not to be used for construction. Contractor must utilize signed and sealed documents for construction. GENERAL CONSTRUCTION NOTES AND SPECIFICATIONS: 1. All design and construction of the project shall conform to all local jurisdictional standards, specifications, land development, zoning and /or related ordinances. 2. The contractor shall notify all utility companies at least 48. hours prior to the commencement of construction. (unless specified 'otherwise) 3. Contractor shall "Call Sunshine" 1 -800- 432 -9770 a minimum of 2 days and a maximum of 5 days prior to the commencement of construction. 4. All underground utilities must be installed before base and surfaces are placed. 5. Locations of existing utilities are. based upon surveys', jurisdictional atlas maps; as -built construction drawings and /or field observation. Locations are therefore.* herefore considered approximate. Contractor shall conform to the design intent of the plans, Any required changes or adjustments must be approved by the project engineer prior to execution of work. 6. It is the responsibility of the contractor to use whatever. means necessary to control and prevent erosion and to control the movement of sediment to open surface drains,.catch basins, water- bodies and. retention ponds. See erosion and siltation control notes for additional information. 7. All pipe lengths are plus or minus. Pipe measurements-are center to center of structures or fittings. 8. Existing pavement shall be saw -cut where new pavement is to be added or existing pavement is to be eliminated. 9. Contractor is solely responsible for construction safety. Special precautions may be required in the vicinity of power lines and other utilities. 10. Contractor shall restore all areas disturbed by his operation to their, original or better condition. 11. Contractor shall verify the location and elevation of all utility connection points prior to the start of construction and shall immediately notify the engineer and owner of any discrepancies that may found. 12. Adjustments of inlets,. junction boxes, manhole tops, water.valves; water meters; etc. Shall be included in the contractor's bid. No claim shall be made against'the owner or the engineer for these adjustments, if required. 13. All backfill over any pipe (storm sewer, sanitary sewer, waterlines, etc.) That is installed under roadways or within the embankment of the roadway, shall be compacted in accordance with F.D.O.T. Standard Specifications, Section 125 -8.3, latest edition. 14. The contractor is responsible for testing all sanitary sewer and water mains in accordance with current standards of the local jurisdiction. Contractor shall notify the. local jurisdiction and the owner or his / her authorized representative at least 48 hours in'advance:of performing tests. 15. The contractor shall provide certified record drawings (as- builts), signed and sealed by a professional land surveyor. The record drawings shall depict final grades for retention basins, control structures and inlets with top and invert elevations, slot and baffle dimensioning and criteria. Locations of all utilities including sanitary sewer and water piping as well as any pertinent private utilities shall be provided The contractor shall provide two copies of the certified record drawings to the project engineer. These drawings shall be sufficient in detail in order. to be accepted by agencies having jurisdiction. 16. Site clearing and stripping upon initial site.preparation shall consist of clearing the vegetation with their root system and then stripping the surface topsoil. 17. After stripping the site, the exposed near surface soil beneath the construction area located at least 6". below grade shall be compacted to densities equivalent to 95% of modified proctor, maximum dry density (ASTM D- 1557). 18. All sodding, seeding and'mulching shall include watering and fertilization. The contractor shall be responsible.for maintaining these areas up to and including the initial mowing, 19. The contractor performing trench excavation, in excess of five feet (5')' in depth, shall comply with the occupational, safety and health administration's (OSHA) Trench Excavation Safety Standards, 29 C.F.R., S.1926.650, Subpart P, including all subsequent revisions or updates to the standards as- adopted by the'department of labor-and erhplo.yment security (DLES). 20. Contractor shall coordinate the points of connections-.of the utilities with all corresponding subcontractors. Site contractor shall construct the underground infrastructures (i.e. sanitary sewer, storm sewer, water lines, fire lines, etc.).To 5' outside of the buildings. The plumbing contractor shall connect and meet the invert elevations of these utilities. Any utility work performed within 5' of the building shall be the responsibility of the plumbing contractor. All work shall comply with all applicable federal, statd and local. codes, ordinances and requirements. 21. All work shall be performed and completed in a workmanlike manner in. complete satisfaction of the owner, architect and the project engineer in full accord with the best recognized trade practices and procedures. 22. Deviations to.these plans and specifications without consent.of the engineer may be cause for the work to be unacceptable. Arty deviations must have written.approval-from the project engineer.. 23. All necessary permits and licenses shall be obtained and paid for by the contractor. 24. Signs, buffer walls, fences .and construction trailers are subject to separate submittals and permitting. CONTRACTOR RESPONSIBILITIES: 1. It is the contractor's responsibility to perform a s survey (accompanied by the architect and the owner(s)) of the 'entire project area including building(s) and site immediately upon occupying the work area. 2. Provide photographic and written correspondence detailing any areas that are not in first class condition that is proposed to remain. 3. Existing.surfaces and materials that are unbroken, non - cracked, non - rusting, without chips, without splinters, of texture matching its surroundings, with new appearing finishes and operating as originally designed or. intended to operate which will remain in their. present condition at the conclusion of the project shall remain in. such condition at the conclusion of the project. Any damage or alteration to. such materials must be repaired, replaced or refinished to the owner's /architect's satisfaction. 4. The contractor will be responsible for providing the owner with a complete project.in first class condition meeting industry wide standards in quality, performance and.workmanship throughout the entire project area including buildings and site.work (regardless of whether or not an area is specifically identified within the drawings.and specifications) - unless a particular area has been described in the aforementioned photographs and written details. describing pre - construction disrepair or damage. 5. Existing buildings, utilities, landscaping, etc. Designed to remain must be protected throughout the project duration. Any area of the buildings, utilities, etc. That become damaged.must be repaired or replaced to the full satisfaction of.�the-owner / architect at no additional cost. 6. The owner, architect, engineer, surveyor and their agents assume no responsibility for their preparation; completeness nor accurateness of the locations of existing utilities above or below ground. The contractor should only use this information as a guide to the suspected location and type of these utilities including but. not limited-to water supply; storm sewer, electrical power, irrigation lines, fiber optic cables,. fire alarm system cables, control wiring systems, sanitary sewer, gas, reclaimed water, television cables, telephone line, security wiring, site underground mechanical systems; etc. 7. It is.the contractor's responsibility to determine the specific location of underground services by careful hand excavation only. Alternative excavation. procedures must be approved by the project engineer and the owner prior to beginning,the'work." 8. Contractor shall replace or repair; per specifications, any and all damaged underground services at no additional cost to the owner. CIVIL SPECIFICATIONS SCALE: NONE ORIV5Vgi�'a REQN X4D JUL 1. 6 2007 }gyoMRW �S ¢ CITY CF CL& ,N ,TER NOTE: THIS PLAN IS PART OF AN OVERALL SET OF PLANS. THIS SHEET IS CONSIDERED INVALID UNLESS ACCOMPANIED BY ALL OTHER DRAWINGS IN THE SET OF PLANS ON THE JOB SITE OR FOR BIDDING PURPOSES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE SET OF PLANS TO ALL THOSE CONDUCTING WORK ON THIS PROJECT. DRAWING FXE NAME & LKE INFO.- 7/13/2007 12:31 PM FND NAIL SW COR LOT 11 SE COR CPB 36, PG 76 SITE—SAN—MEL1E-07-13-07.dwg 011 I trill F- T FOP 2 IRS S SIDE "at U ".4 093530 04-2635 1 E L 6, 8 b" V, lz' T. v, In-1 4t, FN&D Fr�,,qi sl DEMOLITION SCALE: 1 10' GGALE■ la ■ 10' mlim-m fllmw-A� 10 8 10 PLAN I,- IL IL I Ni 0 z Vl U1 z 7 STY MAS BLDG 205 FND NAIL SW COR LOT 11 SE COR CPB 36, PG 76 SITE—SAN—MEL1E-07-13-07.dwg 011 I trill F- T FOP 2 IRS S SIDE "at U ".4 093530 04-2635 1 E L 6, 8 b" V, lz' T. v, In-1 4t, FN&D Fr�,,qi sl DEMOLITION SCALE: 1 10' GGALE■ la ■ 10' mlim-m fllmw-A� 10 8 10 PLAN C-4 C-4 z Z, < 011) 57-, co, T'n I u lj, X c IM 43 >00 4m c me 4D 0 N c(a LL. N c 4) c c 0 Lu a = (L = It I PROJECT #:- ORIG. DATE: 08/18/06 DRAWN BY:. AVF ,SCALE: _ AS SHOWN I,- IL IL 0 z Vl U1 z 0 w cn — Z Z _ryWW Z 0 w z 2 :2 < 0 0 z z -aj o p 5 0 0 N M 0 UI W F— L > m a- W z z 0 0 a_ CL 3 3:: w w w w Z Z co r— rl- co 14- CEO C-4 C-4 z Z, < 011) 57-, co, T'n I u lj, X c IM 43 >00 4m c me 4D 0 N c(a LL. N c 4) c c 0 Lu a = (L = It I PROJECT #:- ORIG. DATE: 08/18/06 DRAWN BY:. AVF ,SCALE: _ AS SHOWN NOTE: THIS PLAN IS PART OF AN OVERALL SET OF PLANS. THIS SHEET IS CONSIDERED INVALID UNLESS ACCOMPANIED BY ALL OTHER DRAWINGS IN THE SET OF PLANS ON THE JOB SITE OR FOR BIDDING PURPOSES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE SET OF PLANS TO ALL THOSE CONDUCTING WORK ON THIS PROJECT. CONSTRUCTION. IN 111.6-W. NOTES . 1, . Compaction for pipe backfill shall comply with AASHTO T -99 (100%), . 2. .All proposed work must comply with FOOT Index 700. 3. All right -of -way installations shall comply with the State of Florida Utilities Accommodations Guide. 4. All construction shall be in compliance with local county and /or city development ordinances* . and minimum - testing frequency requirements. 5: Signs'and barricades shall be per the FOOT Manual of Safe Practices; reference FOOT indexes 600 through 650` and 17349 per Roadway and Traffic Design Standards, latest edition. 6. A "Maintenance of Traffic Plan" shall be submitted prior to the commencement of right of way construction whenever one or more of the following conditions apply: a. - A street. is closed to thru traffic for periods exceeding 15 minutes b. One physical lane supports two -way traffic movement. c. Traffic lane(s) normally designed to handle movement in one direction are.being . rechanneled to accommodate an opposing movement. 7. Sidewalks are to be reconstructed within three (3) days after removal and safe pedestrian traffic is to be maintained at all times. When existing sidewalk is removed, it is to be removed to the nearest expansion!joint. 8.' Place ex ansion joints where 4" and " p . J 6 sidewalks abu t. 9:. Saw _ cut existi n . ed e of !pavement to re moval o f c urb. . 10 0 Disturb d. e area wit � ' within the - ri ht -of a w shall be compacted to 9 100 /o of Y maximum density, P re store'to original co nditions and sod. . } .- 4 41 L_ l ' ",_-, , L., i ! ! ! l . k 9 . � i ! '11;1 A a x ri N . } _� i' 1 : f f• i d- / + s J et F ` 1 - r Y f 1i .J 7 ( f / I MANHOLE - REFER TO UTILITY PLAN PAVEMENT PATCH, REPAIR OR OVERLAY 2 —STY MAS BLDG 205 {' /, i ,;��"�', ✓, `•'/ '` i r`. / ./ rr r / f� ., / DRAWING FILE NAME & DATE INFO: 7/13/2007 12:31 PM SIiE- SAW- WELLE- 07- 13 -07.dog I i I 'S t � 0,9' CONC CURB AS H . C� WIDTH . I �1, . AD ,_ ______1___.., I - �', . � ^ A.y , , . ' - .. . . f 4J+y . . . 1. '"`^ I� . . . I . . 6S / . 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(/�� jam` - ..: , - �f •i i; <.;:.;•. f �',: =�` -- STANDARD PARKING STALL DIMENSIONED FROM I C $f 1. +i },:�;i.1, SIGN k ♦Y - ..'�; - -'• - CENT F - ER 0 STRIP T E 0 E - _ f `-' - CENTER F o, TE 0 _ STRIPE . - /. ^' A _ / r'` O , , v� ` � � DIRECTIONAL ARROWS PER FOOT INDEX #XXX / �. s 1 :. _ ; �� / ,' '- ' ' ' t . ' i k HANDICAP PARKING MARKER ® PARKING QUANTITY DESIGNATION ON THE PLAN - COUNTED PER PARKING ROW BETWEEN ISLANDS 2' WHITE STOP BAR WITH DOUBLE YELLOW STRIPE AT MAJOR INTERSECTIONS 2' WHITE STOP BAR WITH SINGLE YELLOW STRIPE AT MINOR INTERSECTIONS I' I' I' 5' WIDE PEDESTRIAN CROSSWALK W/ 12" STRIPES AT 36" ON CENTER PAVEMENT LEGEND - ,.I . rn STANDARD ON -SITE ASPHALT PAVEMENT - HEAVY DUTY ON -SITE ASPHALT PAVEMENT CA T N (CALLED OUT 0 THE PLAN) L ___4 CUR B WALL OR GRAVITY WALL RIGHT -OF -WAY ASPHALT PAVEMENT MITERED OR FLARED END SECTION - REFER TO GRADING PLAN CO) MANHOLE - REFER TO UTILITY PLAN PAVEMENT PATCH, REPAIR OR OVERLAY - ' `~ ,�. TURF -BLOCK PAVEMENT GRAVEL SURFACE :CONCRETE SURFACE OR WALK Z �DUMPSTER -AND = } MULTIFAMILY- - -- �� 1<S,.:9•. -' ;� :.. ,; ' . RECYVLE` BIN STORAGE' - ; 1. ZONING,, !� ®R J�° , : , 6 J' - . , ....�S w �'` :3 � , i r ACCESSIBLE PATH �' w TO SW #MMiNG P001_ / / -.. Q , . • , _” ✓ Et N j'' ® .jc, ' ' :� MIRRORS SHALL '�E� , o . /, ,` y`° �._.`�`.h :. ry. ,3' ::INSTALL D. j . . - E •IN •- AREAS j Y' / , � )u f co :. /.: f, ` OE RESTRICTED : i a . '� , ;tiVISf�1LITY'- FIELD.' ADJUST .1' ' r . : . .. 1 � : �o f; : 1 4. -- - _" REFER TO •ARCH. PLANS o� �, .. - • ' FOR�� FURTHER - DETAIL � 4 . '" _ 1 �M7 • �^\~~ .- "mod' ~" . . - f ,. f .'- : >..,•_.;' 01= ,GARAGE AREA, o. ' .a II. ; • •1i , eU�O� RE i \jam .� �'` .ARROWS- '•bEf #CTF,'`'� ' -� �4'. -.�� -' - _ ' �:$, / o /N� QU /R --�- :. � i. • t GENERAL_•.ACCESS'IBLE r`, �?eq ;` " ') " ck �� 2�• ,i :PATH TO' POOL -..AG`OE . . � PPROX POOL PUMP LOCATION ....;; . .. '' „ . __ v - POOL' PUMP AND ,RELATED' ' ~ C`' , .I _-P:,. , ' . MULTIFAMILY �� 1� / . .:... `_.,. -< EQUIPMENT 'SHALL . BE WITHIN . A'.: '� :;, ` ,�� °� ZONINC�� MHDR �� . , '. - . e♦ �,� ' • ��.` '. • . DECORATIVE.'CABINET '.OR SIMILAR, , . ;.....- �, i „. _ / �`' J V F VISUAL.'SCREEN TUAT COMPLIMENTS. ' - - 1. r - (; . I T` #X . THE''BU LDING APPEARANCE ' � . . ` .. .- -<'. /\ . .. - - ., . . . - r , .1 . / %- r s I / 0 �t / t I 1 /r r I 0 f, •, /. ::.i�. ,r., ;j 2 —STY MA.S BLDG # 223 // ' 1 ° . io 2 / r / '( . �. . , . .. I _ \. i -• l /' -. / . i. 1 � , QOM y \\ , " / (" ,. -' -- ,, l' /I Q / \V\ ? f _ . :, - 01 I , .. _Ij ,,, " / 1 4% . . /-.� / I : . . 14V 1� mss' h 4 7 r �i ... ``` �, 1 / % -/ (_ 1 J /. ,N/ r'-,,, / / .f. y i'- -A- I-XISTING DO(X t` i` - -r :n i S I i l!, r� i.1tJ'�".I �, ( 'O C), P IMPROVEMENT ITEM LEGEND 12'X12 DUMPSTER PAD WITH 6' HIGH OPAQUE FENCE AND GATES. CONCRETE SHALL BE 6" THICK. - , - PYLON SIGN / SITE IDENTIFICATION- SIGN �- TRAFFIC SIGN AND POST -x x— CURB LEGEND rn CURB AND GUTTER ,.... :....: ":: _ VERTICAL CURB OR EXTRUDED CUR B 0 CA T N (CALLED OUT 0 THE PLAN) L ___4 CUR B WALL OR GRAVITY WALL �DUMPSTER -AND = } MULTIFAMILY- - -- �� 1<S,.:9•. -' ;� :.. ,; ' . RECYVLE` BIN STORAGE' - ; 1. ZONING,, !� ®R J�° , : , 6 J' - . , ....�S w �'` :3 � , i r ACCESSIBLE PATH �' w TO SW #MMiNG P001_ / / -.. Q , . • , _” ✓ Et N j'' ® .jc, ' ' :� MIRRORS SHALL '�E� , o . /, ,` y`° �._.`�`.h :. ry. ,3' ::INSTALL D. j . . - E •IN •- AREAS j Y' / , � )u f co :. /.: f, ` OE RESTRICTED : i a . '� , ;tiVISf�1LITY'- FIELD.' ADJUST .1' ' r . : . .. 1 � : �o f; : 1 4. -- - _" REFER TO •ARCH. PLANS o� �, .. - • ' FOR�� FURTHER - DETAIL � 4 . '" _ 1 �M7 • �^\~~ .- "mod' ~" . . - f ,. f .'- : >..,•_.;' 01= ,GARAGE AREA, o. ' .a II. ; • •1i , eU�O� RE i \jam .� �'` .ARROWS- '•bEf #CTF,'`'� ' -� �4'. -.�� -' - _ ' �:$, / o /N� QU /R --�- :. � i. • t GENERAL_•.ACCESS'IBLE r`, �?eq ;` " ') " ck �� 2�• ,i :PATH TO' POOL -..AG`OE . . � PPROX POOL PUMP LOCATION ....;; . .. '' „ . __ v - POOL' PUMP AND ,RELATED' ' ~ C`' , .I _-P:,. , ' . MULTIFAMILY �� 1� / . .:... `_.,. -< EQUIPMENT 'SHALL . BE WITHIN . A'.: '� :;, ` ,�� °� ZONINC�� MHDR �� . , '. - . e♦ �,� ' • ��.` '. • . DECORATIVE.'CABINET '.OR SIMILAR, , . ;.....- �, i „. _ / �`' J V F VISUAL.'SCREEN TUAT COMPLIMENTS. ' - - 1. r - (; . I T` #X . THE''BU LDING APPEARANCE ' � . . ` .. .- -<'. /\ . .. - - ., . . . - r , .1 . / %- r s I / 0 �t / t I 1 /r r I 0 f, •, /. ::.i�. ,r., ;j 2 —STY MA.S BLDG # 223 // ' 1 ° . io 2 / r / '( . �. . , . .. I _ \. i -• l /' -. / . i. 1 � , QOM y \\ , " / (" ,. -' -- ,, l' /I Q / \V\ ? f _ . :, - 01 I , .. _Ij ,,, " / 1 4% . . /-.� / I : . . 14V 1� mss' h 4 7 r �i ... ``` �, 1 / % -/ (_ 1 J /. ,N/ r'-,,, / / .f. y i'- -A- I-XISTING DO(X t` i` - -r :n i S I i l!, r� i.1tJ'�".I �, ( 'O C), P IMPROVEMENT ITEM LEGEND 12'X12 DUMPSTER PAD WITH 6' HIGH OPAQUE FENCE AND GATES. CONCRETE SHALL BE 6" THICK. - , - PYLON SIGN / SITE IDENTIFICATION- SIGN �- TRAFFIC SIGN AND POST -x x— FENCE - TYPE CALLED OUT ON THE PLAN rn SITE LIGHTS -REFER TO UTILITY PLANS AND 8---0 ARCHITECTURAL PLANS 0 CATCH BASIN - REFER TO GRADING PLAN 414f CURB INLETS - REFER TO GRADING PLAN ® ® MITERED OR FLARED END SECTION - REFER TO GRADING PLAN CO) MANHOLE - REFER TO UTILITY PLAN i e _` Jam. -fit ;' aj f f �� . , /I % ti� I., VY / 11 t' / i I _ r / / 41-1. ...5 t'[ ,_,e j T. r; I`� t`' . r r' � �/ ` � 7 t -' -,. ✓' 1 /t /r •" ✓ j I� 0 � ' `�`• ti, . . _j (r' . I ' CIVIL SITE PLAN 1 ._, SCAL : 1 " =10' 0M Imp, RE-Ct D �y,11 -I,Lry. 1 6 2007 PiAN44*r :_ C4FA1;_U3 E41gf CITY CS- C.L.i VIAIATEP Ltw <� -w N ii7s1..., C�h -zf/3 N °- I� a # ! W '.",D +r w �- 3 1.1; 'i. t 1 F - d m C.3 rC' x d' �� rz . 1, ..9 v,,,J+ c.., �� ', „ >� i r-1 w m i.? i �a L� W3— °<' - . 4 rl,Li r. vY -> . J f .� , , a w C...) , O 1. M 4a M I Iir O N ■ v s .. IH tj A - X D o► L D T V3 EC m M M D M av� al Ii N s= v n w \/ VII lu M = .c 1 't in a I PROJECT #:- ORIG. DATE:08 18 06 DRAWN BY: AVF SCALE: AS SHOWN SHEET A C3.1 b- a I a a N rr W - Z Z � W W _Z a :2 :2 z Z z -i 0 0 0 N ; 00 (z }}-- >o ma- �I - W z z U U zza-1 � "� "' "' %%�% w �r, �t — a o 0 AN M d' Ltw <� -w N ii7s1..., C�h -zf/3 N °- I� a # ! W '.",D +r w �- 3 1.1; 'i. t 1 F - d m C.3 rC' x d' �� rz . 1, ..9 v,,,J+ c.., �� ', „ >� i r-1 w m i.? i �a L� W3— °<' - . 4 rl,Li r. vY -> . J f .� , , a w C...) , O 1. M 4a M I Iir O N ■ v s .. IH tj A - X D o► L D T V3 EC m M M D M av� al Ii N s= v n w \/ VII lu M = .c 1 't in a I PROJECT #:- ORIG. DATE:08 18 06 DRAWN BY: AVF SCALE: AS SHOWN SHEET A C3.1 NOTE: THIS PLAN IS PART OF AN OVERALL SET OF PLANS. THIS SHEET IS CONSIDERED INVALID UNLESS ACCOMPANIED BY ALL OTHER DRAWINGS IN THE SET OF PLANS ON THE JOB SITE OR FOR BIDDING PURPOSES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE SET OF PLANS TO ALL THOSE CONDUCTING WORK ON THIS PROJECT. STORM DRAINAGE NOTES: 1. The retention areas shall be rough graded prior to construction, with all storm water directed to it. After completion of all work, remove debris and siltation from the bottom of the retention basin and fine grade the final six inches (6 ") and sod banks from 2' beyond top of bank to 2' beyond to of slope or normal water level. .2. Contractor. shall maintain the side slopes required and shown on plans. 3. Notify the project engineer prior to sodding. 4. The retention areas and outfall control structures shall be constructed early in the construction period to mitigate any adverse water quantity off site. 5. Catch basins within the property shall be of 3,000 -psi concrete and reinforced-as shown on plans. 6. Contractor shall provide shop drawings of all drainage structures to the project engineer for approval prior to their fabrication. 7. Reir}forced concrete pipe within the property shall conform to the requirements of ASTM C- 76, Class 111, Wall "B" unless otherwise noted. 8. All storm structures shall be grouted to the invert elevations of the storm pipes. 9: Storm pipes'shall be saw -cut even with the structure walls 10. Grout.around pipes and pipe ends for a smooth and watertight finish. 11. All -PVC storm pipes shall comply with AWWA C -900. 12,. After completion of the: project, the owner will be responsible for the operation and maintenance of the stormwater utilities. Actions included shall be regular mowing of the side slopes and bottom (dry ponds), plus periodic inspections and removal of debris, trash, etc: that may block the openings in the control structures. 13. The storm sewer system shall be flushed and cleaned as necessary and be free of all silt, sand and debris at time of final inspection. EROSION CONTROL NOTES: Vi 1. Sediment - trapping measures: sediment basins and traps, perimeter berms, filter fences, berms, sediment barriers, vegetative buffers, hay bales and other measures intended to trap sediment and /or prevent the transport of sediment into adjacent properties, existing water bodies or public drainage systems must be installed, constructed or (in the case of vegetative.05 buffers.) protected from disturbance, as a first step in the land alteration process. Such systems'shall be fully operative and inspected by the project engineer before any other. disturbance to the site begins. 2. : Protection -of .existing storm sewer systems: during construction, all storm sewer inlets in the vicinity of the project shall be protected by sediment traps such as secured hay bales, sod, stone; etc.,.Which shall be maintained and modified as required as construction progresses. Such systems shall be,fully operative and inspected by the project engineer before any other disturbance to the site ,begins. 3. Sedimentation basin: the contractor will be required to prohibit discharge of silt through, the outfall structure.duringlconstruction of any retention area and will be required to clean out the retention area before installing any subdrain pipe. Permanent retention areas must be totally cleaned out and operating per design at final inspection and at the end of the warranty,' period. 4. Swales ditches and channels: all swales ditches and channels leading from the site shall be. sodded within three (3) days of excavation. All other interior swales, etc. Including detention areas will be sodded prior to issuance of certificate of occupancy. 5. All sod shall be installed green side up, unless otherwise approved in writing by.all applicable jurisdictions and the engineer of record. 6. Protection and stabilization of soil stockpiles: fill material stockpiles shall be protected at all AD times by on -site drainage controls, which prevent erosion of the stockpiled material.• Control INV. of. dust from such stockpiles may be required, depending upon their location and the expected length of time the stockpiles will be present. In no case shall an unstabilized stockpile remain after thirty (30) calendar days. 7. .Maintenance: all erosion and siltation control devices shall be checked regularly, especially after each rainfall and will be cleaned out and/or repaired as required.. I 0 r' i 1� f' DRAWING RAE NAME & LUTE INFO: 7/13/2007 12:31 PM SITE- SNI4YICHELLE- 07- 13- 07.dvg 4 t t r. ' SET RRS S SIDE U /P # 093530 042635 N EL= 6.80' TYPE C GRATED INLET . TOP =6.10 04 601 /Y'��1/ 3 o 1P ' P1 1 'IN & D 1 L L. E G 1 B PAVING GRADIN DRAINAGE PLAN M.. �, SCAL : 1 " =10' NOTE: THIS PLAN IS PART OF AN OVERALL SET OF PLANS. THIS SHEET IS CONSIDERED INVALID UNLESS ACCOMPANIED BY ALL OTHER DRAWINGS IN THE SET OF PLANS ON THE JOB SITE OR FOR BIDDING PURPOSES. THE ,GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE SET OF PLANS TO ALL THOSE CONDUCTING WORK ON THIS PROJECT. �r 0 , r`tl • —1 ;, .0 ` �. ! , ' � :..- - 4 _ � S' Sat I i I ` 0. L am ! I v i fr 0 A` J ` S TY MAS BLDG # 205 f �r DRAWING ALE NAME a WE INFO. 7/13/2007 12:31 PM SITE - SAW - MICHELLE- 07- 13 -07.bg ik EXISTING FIRES 4 HYDRANT 5l 4 _ 5• s,'�1 i4tttf FIRE DEPT. CONNECTION YJj AS til r i ..r •i BUILDING FIRE SERVICE LINE WITH BFP REFER TO BLDG PLANS FOR SPECIFICATIONS r,} �xli �( �s �.h 4" PA�-M vh i CISrr µ✓5 1 �. A'i �: M1 F% }rr i 0 , r`tl fr 0 A` 0 f jrf J' f i y I f!. ,r DRAWING ALE NAME a WE INFO. 7/13/2007 12:31 PM SITE - SAW - MICHELLE- 07- 13 -07.bg ik EXISTING FIRES 4 HYDRANT 5l 4 _ 5• s,'�1 i4tttf FIRE DEPT. CONNECTION YJj AS til r i ..r •i BUILDING FIRE SERVICE LINE WITH BFP REFER TO BLDG PLANS FOR SPECIFICATIONS r,} �xli �( �s �.h 4" PA�-M vh i CISrr µ✓5 1 �. A'i �: M1 F% }rr i AOO oIN-11 a. Vf- -'mod '�.• 1� ,�(t ! �(,r,=� .'`...._' 8 "X6" TAPPING' E- VALVE BY F C W w ERATER ''~ 4 8 "X2" TAPPING SLEEVE & VALVE BY CITY OF CLEARWATER TAPPING SLEEVE & VALVE , ^y BY CITY OF CLEARWATER; �h yI TION %t ,:�� ••h.,,� s -`n:. •qtr$ '•! r Fyn, t � '`,,� --n �'�.�, • -'^.,y �':1;{ r`,`.,�' "'.•_,,,,� l 'fin" ! S `'a. ��'` -, « „� �� t ` 4 I:” I 1 .I j ., "�F"` <%4 ^- �^°,g, !( ,,r' °y..,,r�� r 6, `, ,` `'�-,. ••.,,,� , 'v�.r; � �1�� ti••: tire„ ni' �.,. j , ' Jt �'tl�e'� 1 , ,7•.• � -�" IRRIGATIONr METER-.. ' ' - f t #' "- � Wit' 1 911 >' y 4,.�' 1 -1 /2" DOMESTIC �, WATER MEN R f ;� `Jkfr �srf ?l )�J ti5 "I• av EXISTING 6" WATER MAIN' Av 1 Ap { r TO BE UPGRADED TO 8" WATER MAIN BY THE CITY OF CLEARWATER (DEVELOPER'S PARTICIPATION / .r' PER SEPERATE AGREEMENT) I. UTILITY LEGEND EXISTING /PROPOSED WATER LINE — SIZE AND w TYPE NOTED ON THE PLAN EXISTING /PROPOSED SEWER LINE — SIZE AND ss TYPE NOTED ON THE PLAN EXISTING /PROPOSED FORCE MAIN - SIZE AND FM TYPE NOTED ON THE PLAN EXISTING /PROPOSED REUSE LINE - SIZE AND Rw TYPE NOTED ON THE PLAN EXISTING /PROPOSED STORM SEWER LINE — REFER TO GRADING PLAN FOR SIZES AND TYPES EXISTING /PROPOSED OVERHEAD UTILITY LINES OHL k "r EXISTING /PROPOSED UNDERGROUND UTILITY LINES UGL s` )V EXISTING /PROPOSED POWER POLE 4 SITE LIGHTS - REFER TO ARCHITECTURAL PLANS �-p FOR SPECIFICATIONS EXISTING /PROPOSED FIRE HYDRANT ASSEMBLY EXISTING /PROPOSED FIRE DEPARTMENT A)" Fyc CONNECTION eg EXISTING /PROPOSED WATER METER y~ EXISTING /PROPOSED IRRIGATION METER EXISTING /PROPOSED DOUBLE DETECTOR CHECK VALVE ASSEMBLY (DDCVA) 31 a 0 EXISTING /PROPOSED GATE VALVE q} i EXISTING /PROPOSED SANITARY MANHOLE EXISTING /PROPOSED SANITARY CLEANOUT EXISTING /PROPOSED GRATED INLET — REFER TO GRADING PLAN FOR SIZES AND TYPES EXISTING /PROPOSED JUNCTION BOX — REFER TO yy GRADING PLAN FOR SIZES AND TYPES n'ry tl9 "i PROPOSED CURB INLET — TYPE SPECIFIED ON THE PLAN S. EXISTING /PROPOSED MITERED END SECTION t ; EXISTING /PROPOSED FLARED END SECTION POINT OF CONNECTION NOTE: A PURSUANT TO SECTION 3 -911 OF THE COMMUNIT�-- , tj DEVELOPMENT 60DE, ALL UTILITIES, INCLUDING `,. INDIVIDUAL DISTRIBUTION LINES, SHALL BE INSTALLED `\LL,NDERGROUND. ; i 3 r' 2—S- Y M A`s LSLDG # 223 r' f Ir i i t Y r' r' t•' i g; I JUL 16 2007 PLAN 4v' t ° T`AENT ale t 0y �; U44,,41A TEE ff SCALE■ 1■ ■ 10' {� ' '8:sa'�Y' +�? "� '�•a,�t,�C.+ ' %Wig'' F 10 0 0 10 {r re UPLITIES SCALE " : 1 =10' 0 , fr A` 0 jrf J' AOO oIN-11 a. Vf- -'mod '�.• 1� ,�(t ! �(,r,=� .'`...._' 8 "X6" TAPPING' E- VALVE BY F C W w ERATER ''~ 4 8 "X2" TAPPING SLEEVE & VALVE BY CITY OF CLEARWATER TAPPING SLEEVE & VALVE , ^y BY CITY OF CLEARWATER; �h yI TION %t ,:�� ••h.,,� s -`n:. •qtr$ '•! r Fyn, t � '`,,� --n �'�.�, • -'^.,y �':1;{ r`,`.,�' "'.•_,,,,� l 'fin" ! S `'a. ��'` -, « „� �� t ` 4 I:” I 1 .I j ., "�F"` <%4 ^- �^°,g, !( ,,r' °y..,,r�� r 6, `, ,` `'�-,. ••.,,,� , 'v�.r; � �1�� ti••: tire„ ni' �.,. j , ' Jt �'tl�e'� 1 , ,7•.• � -�" IRRIGATIONr METER-.. ' ' - f t #' "- � Wit' 1 911 >' y 4,.�' 1 -1 /2" DOMESTIC �, WATER MEN R f ;� `Jkfr �srf ?l )�J ti5 "I• av EXISTING 6" WATER MAIN' Av 1 Ap { r TO BE UPGRADED TO 8" WATER MAIN BY THE CITY OF CLEARWATER (DEVELOPER'S PARTICIPATION / .r' PER SEPERATE AGREEMENT) I. UTILITY LEGEND EXISTING /PROPOSED WATER LINE — SIZE AND w TYPE NOTED ON THE PLAN EXISTING /PROPOSED SEWER LINE — SIZE AND ss TYPE NOTED ON THE PLAN EXISTING /PROPOSED FORCE MAIN - SIZE AND FM TYPE NOTED ON THE PLAN EXISTING /PROPOSED REUSE LINE - SIZE AND Rw TYPE NOTED ON THE PLAN EXISTING /PROPOSED STORM SEWER LINE — REFER TO GRADING PLAN FOR SIZES AND TYPES EXISTING /PROPOSED OVERHEAD UTILITY LINES OHL k "r EXISTING /PROPOSED UNDERGROUND UTILITY LINES UGL s` )V EXISTING /PROPOSED POWER POLE 4 SITE LIGHTS - REFER TO ARCHITECTURAL PLANS �-p FOR SPECIFICATIONS EXISTING /PROPOSED FIRE HYDRANT ASSEMBLY EXISTING /PROPOSED FIRE DEPARTMENT A)" Fyc CONNECTION eg EXISTING /PROPOSED WATER METER y~ EXISTING /PROPOSED IRRIGATION METER EXISTING /PROPOSED DOUBLE DETECTOR CHECK VALVE ASSEMBLY (DDCVA) 31 a 0 EXISTING /PROPOSED GATE VALVE q} i EXISTING /PROPOSED SANITARY MANHOLE EXISTING /PROPOSED SANITARY CLEANOUT EXISTING /PROPOSED GRATED INLET — REFER TO GRADING PLAN FOR SIZES AND TYPES EXISTING /PROPOSED JUNCTION BOX — REFER TO yy GRADING PLAN FOR SIZES AND TYPES n'ry tl9 "i PROPOSED CURB INLET — TYPE SPECIFIED ON THE PLAN S. EXISTING /PROPOSED MITERED END SECTION t ; EXISTING /PROPOSED FLARED END SECTION POINT OF CONNECTION NOTE: A PURSUANT TO SECTION 3 -911 OF THE COMMUNIT�-- , tj DEVELOPMENT 60DE, ALL UTILITIES, INCLUDING `,. INDIVIDUAL DISTRIBUTION LINES, SHALL BE INSTALLED `\LL,NDERGROUND. ; i 3 r' 2—S- Y M A`s LSLDG # 223 r' f Ir i i t Y r' r' t•' i g; I JUL 16 2007 PLAN 4v' t ° T`AENT ale t 0y �; U44,,41A TEE ff SCALE■ 1■ ■ 10' {� ' '8:sa'�Y' +�? "� '�•a,�t,�C.+ ' %Wig'' F 10 0 0 10 {r re UPLITIES SCALE " : 1 =10' STALL NOSE END- CURB, PROVIDE WHEEL STOPS HANDICAP RAMP WALK, STRIPE OR EDGE SEE PLAN FOR WHEEL AT ALL HANDICAP ; OR LANDING -SEE PLAN OF PAVEMENT (SEE PLAN) STOP LOCATIONS PARKING LOCATIONS i s ROW END CURBING s T �• F ; ;s� J r^��4 may, � r ,fir 6" WIDE BLUE STRIPE 4 EO' EQ• 12' 5' MIN. SEE PLAN FOR STALL WIDTHS] 1/2" X 4" BITUMINOUS STRIP WITH JOINT SEALER AT ALL EXPANSION JOINTS 4 WIDE WHITE STRIPING TYPICAL PARKING STRIPING NTS 4" 3,000 PSI CONCRETE CUT STRUCK JOINTS pROOM FINISH %O 1/5 CONCRETE THICKNESS °� i rn Z i ' Z 1i• L w'- J.5 - . 5' MAX. BETWEEN STRUCK JOINTq BEGIN/END CONDITION O EXISTING WALKS 50' MAX. BETWEEN EXPANSION JOINTS NOTES: I. SIDEWALKS SHALL HAVE TOOLED EDGES. 2. CONSTRUCTION JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY 4. REF CONSTRUCTION. SIEWALK DETAIL 4. REFER TO FDOT INDEX #310 AND CORRESPONDING SPECIFICATIONS FOR SIDEWALKS WITHIN THE RIGHT OF WAY. NTS REFER TO SITE PLAN AND /OR ARCHITECTURAL PLANS FOR SIDEWALK EXTENTS COMPACTED BASE OR 3,000 PSI CONC. UNDISTURBED SOIL W /MEDIUM BROOM FINISH c 2' TRANSITION rI " RADIUS 91 BASE 4: •' t � .. '�ffl y„ ;ti: - ' �•1 ;g' : . t • = { wa. i r •. 0 PACTED SUBBASE °.i r S� NOTES: 1. PROVIDE 1/4' CONTROL JOINTS O 5' -0. O.C. 2. PROVIDE 1/2' BITUMINOUS EXPANSION JOINTS O 50' O.C. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. SIDEWALK CURB DETAIL NTS 1 -1/4" TYPE S -3 ASPHALT 6" UMEROCK BASE LBR 100 COMPACTED TO 98X MAX. DENSITY PER AASHTO T -180 12" COMPACTED SU13GRADE 98X MAX. DENSITY PER AASHTO T -180 NOTES: 1. REFER TO GRADING PLAN FOR PAVEMENT SLOPES. 2. SUBSTITUTIONS OF BASE MATERIAL MUST BE APPROVED BY THE ENGINEER. STANDARD PAVEMENT DETAIL NITS 12" OVERLAP OF NEW SAW CUT PAVEMENT OVER EXISTING BASE EXISTING PAVEMENT 12" EW PAVEMENT EXISTING PAVEMENT BASE EW PAVEMENT BASE f - ..,, -�" : 1. %'• yeti , >• , 7 •- I'- - ........."..'- "• _._vim „_._,_ _,. _...,, ,., ._.._,_,......,,......._._.,,.. - �• '"i, r•- +ti ' {�S..t ..1" a <,'+tid''..,y�'v: `,:� ••4k i�t r�: �`}. �'%` "+ �,' Atil, %�,�'- -�',�;•3,'^•`�S�:v; ? "��; EXISTING SUBBASE \-NEW SUBBASE NOTES: 1. REFER TO GRADING PLAN FOR PAVEMENT SLOPES. 2. SAW CUT EXISTING PAVEMENT AT ALL PAVEMENT TRANSITIONS BEFORE NEW PAVEMENT IS APPLIED. PAVEMENT TRANSITION DETAIL NTS DRAWING- RLE A14ME & D47E INFO: 5/3/2007 11:12 AM DELL -SAN _04-2r -0T,* 1 -1/2"R 18•X18" & 18"A2* COM13INATION SIGNS 2• BLUE BACKGROUND - WHITE SYMBOL WHITE BORDER 1 B x1 B' LOGO SIGN WHITE BACKGROUND - BLACK LETTERS � BLACK BORDER PARKING BY 18'x12' LOGO SIGN DISABLED PERMIT O1 ONLY 2 SIGN COMBINAVION PLAIN BAKED ENAMEL 2 SIGN COMBINATION REFLECTIVE SHEETING $255 FINE LETTERS TO BE 1' HIGH F.S. 318.14 '� SIGN TO BE MADE OF ALUMINUM POST TO BE MADE OF GALVANIZED STEEL 1' SIGNAGE PER ADA REQUIREMENTS 1 " .r STATE REQUIRES A PENALTY NOT TO EXCEED #250 LOCAL JURISDICTIONS MAY VARY SHRUB PLANTING NOTES 1. REFER TQ LANDSCAPE PLAN FOR GROUPINGS. 2. PLANTING HOLES MUST BE SLOPED (NOT COMPACTED) 3. SHRUBS SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS 15 LEVEL WITH THE SURFACE OF THE PLANTING HOLE. 4. TO PREVENT FUNGAL INFECTION, MULCH SHALL BE PULLED BACK A FEW INCHES FROM THE BASE OF NEW SHRUBS. 5. ALL REQUIRED LANDSCAPING SHALL BE FLORIDA GRADE #1 OR BETTER. 3' MINIMUM MULCH -3' HIGH SOIL SAUCER GRADE ' ;w.'n mss` s' a, ry; !_REMOVE CONTAINER ;:s, .- •ti;t 4 ' .� 1 is a7 s• s, .., .,, a.ai'Y __T FROM ROOT BALL '?F;,:, a %':.r::- -fir' % +;r`:t, i,- .':t;, .y�5%'S`.cC•'C:..,i_, -R�,. ••'S'T {tt '�'...•'i. °- d, %h. :5,�`.' i�tisr.',- .tl.�;sill,•.�� s h- a :I+mi.7 »ci`.ae ,StaC"•d. !6 LANTING SOIL MIXTURE HANDICAP PARKING SIGN DETAIL SHRUB PLANTING DETAIL NTS NTS WALK SURFACE COUNTER SINK GALV. DOWELS 6' (OR PER DEPTH g" HIGH OR DEPTH 1 " BELOW SURFACE OF CONCRETE O 1:12 SLOPE) PER GRADING PLAN DRAINAGE SLOTS FILL WITH GROUT AVEM N E T SURF s•. ACE (STANDARD PRECAST I DM N I E S ON r WOOD FLOAT ji O RAMP 4" 3,000 � g• PSI CONCRETE TRANSITIONED CONCRETE CURB ` DETECTABLE WARNING PER ADA REQUIREMENTS I I 4 ,•I f I. '• (. ;_,' I•, 1111 PEDESTRIAN WALK r _ I •1,,, AX '- PAVEMENT TRANSITIONED CONCRETE CURB 6' (OR PER DEPTH O 1:12 SLOPE) END _HANDICAP -RAMP DETAIL NTS GRADE - PLACE SOD 1/2' PAVEMENT SURFACE #4 GALVANIZED O M -mss - 0 ^ tQUAL EQUAL STANDARD PREFABRICATED WHEEL STOP OX. 6" HIGH, 9" WIDE AND 7' -0" LONG PRECAST OF 3,500 PSI AIR- ENTRAINEDPARKING S1 CONCRETE WITH CHAMFERED CORNERS STRIP AND DRAINAGE SLOTS ON THE UNDERSIDE WHEELSTOP DETAIL NTS , TREE PLe1V U NO s• 1. REMOVE STAKES AND SUPPORT WIRE AFTER ONE COMPLETE GROWING SEASON. 2. PLANTING HOLES MUST BE SLOPED (NOT COMPACTED) AND A MINIMUM OF 18 -24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL 3. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. 4. TO PREVENT FUNGAL INFECTION, MULCH SHALL BE PULLED BACK A FEW INCHES FROM THE BASE OF NEW TREES. 3' MIN. 5. IF SOIL AMENDMENTS ARE MULCH NECESSARY, A SUITABLE SOIL LAYER MIXTURE SHALL BE USED IN THE i ENTIRE PLANTING AREA (NOT JUST THE PLANT PIT) TO A DEPTH CONSISTENT WITH THE ROOT 't DEVELOPMENT OF THE PROPOSED PLANT MATERIAL 6. ALL REQUIRED LANDSCAPING SHALL iz BE FLORIDA GRADE #1 OR BETTER. TREE PLANTING DETAIL NTS UNCOMPACTED FILL 6" SURFACE LEVEL UNCOMPACTED FILL (SUITABLE FOR 1" RADIUS (SUITABLE FOR LANDSCAPE MATERIAL 4 f LANDSCAPE MATERIAL) /-PAVEMENT LF ; rT AVEMENT AVEMENT BASE ,.___ ' Rµ µ w. • ; ;, r i• I. -_ a:�i;:; io PAVEMENT BASE 1 _., sl ai ; - •; r ••: r-. - r ?,�G ; �._ ..� r,,, , a �� t i 2 ._.., i !:e••,n,;� ,'' l � •� ` _ = C.,• =, • '. i` "•. i „'__t....., _ _ ' •� ••j i:_"• � ^ ' e•,,;�,, ;'iF r•; 'y r ; -c.Z"� • t`•i ' r'.r -E., 9 i'ti, -s r �•_:.�r� - f'�,- �,1�"} %"4.i ; 'j -�� I '� •-_« " :.t "_�F,',s•: 4 ( Yr,. �."(•�•,� r S• y? 1-i r..v ''^�..! ( �+'` °. r 3 .: 2' : C`..i }.; "1-c _i' a ,',fl�•t, „ -� -';.0 "'p.;"•.f "+ ").'� �„S"iI ✓ iK t, ;, �;. •- c.0 :5• �' �,a�,�c�= -i• „r" �r",� _,., i'. -� I � �,'::•i: ''r i'; -i "'�: "'' :.: 'jam ''i.i'G.K"d.; �t ,� „q ='}•� ^•5i`> A4 r 4 . •{ .4r u :V • �._ 4L J• e•u• l r • � % „(:, � ✓;fir -.. >:•t'�` '3 _ i 4.�''•• .,�,� - , � ,• �'n f._ y A ..rye i - - '. •. _. ,,.,q .v 2 EACH #4 .� r • <t.� t, �} ;; ^.• a 'ACTED SUBBASE C t. •r:, �•: � 5� t 4 `U 14'7 'S• s. S OMP . , r , ..._„rs ��. r' �5. �,..., �zlzz.__. r3,:, �' �.sY�z,:,�,.77,a- ,.�_w...�.1;,_ ACTED SUBBASE NOTES: 1. REFER TO PLAN FOR LANDSCAPE PROTECTION MEASURES SUCH AS NOTES: WHEEL STOPS. NOTES: 1. MAINTAIN FULL DEPTH OF VERTICAL CURB FOR TRANSITION. 2. THIS CONDITION SHALL NOT BE USED FOR TRANSITION TO GRASS 2. LAST VERTICAL REBAR FOR EXTRUDED CURB SHALL BE 24' PARKING. 1. INSTALL EXPANSION JOINTS EVERY 50 FEET. FROM END OF TRANSITION. 2. CURBS SHALL HAVE I" DEEP CONTROL JOINT EVERY 10 FEET. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. CURB TRANSITION DETAIL PLACEMENT OF SOD AT PAVEMENT VERTICAL CURB DETAIL NITS NITS NTS 3 1 •2 ' PORTLAND CEMENT CONC. PAVEMENT 1. GENERAL RIGID PAVEMENT CONSIS75 OF CONSTRUCTING A SPECIFIED �!- � I . i i I� I i " I PORTLAND CEMENT CONCRETE PAVING ON A PREPARED _r SUBGRADE THE UTILITIES AND OTHER ITEMS IN AND BENEATH T r . �� - -- --�}` THE STREET MUST BE PROPERLY COORDINATED YNTH THE - I �' �� -1 =� `I i CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS. I - IfI 1 H R- THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF ALL SUPERVISION, LABOR. MATERIALS, EQUIPMENT AND f INCIDENTAL NECESSARY FOR THE PROPOSED RIGID r' ./'f: +, i ,r; ',••',>/r ;•'f PAVEMENT CONSTRUCTION IN ACCORDANCE WITH THE UNDISTURid APPROVED DRAWINGS AND SPECIFICATION. EARTH NOT REMOVE LEADERS REMOVE DEAD AND NJURED TWIGS 4" - 2 PLY REINFORCED BEER OR PLASTIC HOSE WHITE SURVEYOR'S TAGGING TAPE APPROX. 6' LENGTH 3 EACH 12 GA. GALVANIZED WIRES - SPACED 120' AROUND TREE AND SET AT A 45' ANGLE MOUND TO 7FORM SAUCER REMOVE BURLAP -FROM AROUND TOP OF BALL 3 EACH #68 DUCKBILL ANCHORS OR EQUAL "PLANTING SOIL MIXTURE LIMIT OF PAVEMENT, LIMEROCK, STABILIZED SUBGRADE AND ANY OTHER PAVEMENT. RELATED MATERIAL OR DENSE PAVEMENT PAVEMENT 17 PROPOSED PLANTER BED WITH CLEAN SUITABLE PNCOMPACTED PLANTING FILL PREVENT NO OBSTRUCTIONS TO REVENT PLANT GROWTH I LIMITS OF PLANTER TYPICAL PLANTER DETAIL NTS LJ N-f0 SPECIFICATIONS OF INSTALLING A BARRIER: Q 1. MINIM UN 1 U RADIUS TO BE PROTECTED: 0000 A. HARDWOODS: 2/3 OF THE DRIPUNE OR 6', WHICHEVER IS GREATER. B. PINES: DRIPLINE OR 6', WHICHEVER IS GREATER. 00 2. METHOD OF ERECTION (SEE DETAIL) O A. MINIMUN HEIGHT OF UPRIGHTS 3' AND NO LESS THAN 274* LUMBER. 0 B. UPRIGHTS SHOULD HAVE HORIZONTAL RIBBONING AT THE TOP AND 12' BELOW THE TOP. N I I C. UPRIGHTS SHOULD BE SPACED AT NO MORE THAN 4' -5' INTERVALS. I I I I D. HORIZONTAL MEMBERS OF NO LESS THAN 1'x2' LUMBER. I I I 1 1 I I I I I I I NOTE; 1 1 I I 1 I A lie I 1. BARRIERS ARE TO BE ERECTED AROUND RENAMING TREES BEFORE 1 CONSTRUCTION, GRADING, OR ANY TREES ARE REMOVED. 1 I I i D 2. PLACE NO HEAVY EQUIPMEXr INSIDE MAER; ONLY NAND LABOR. I I 13. PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS MOE BARRIER AREA. I 14. BARRIERS ARE TO IBM IN PLACE UNTIL ALL PAVING, CONSTRUCTION IS I � -2/3 Dripllnel -- I I I COMPLETED AND HEAVY EQUIPMENTS IS OUT THE AREA l Full Dripline ---- I I 15. EITHER RIBBON OR WOODEN BARRIER MAY BE USE FOR HARDWOODS -- -Full Dripline__- OR PINES. ABBON BARR�R I MOOD BAR R A : 3'4"4" 8 : 12" C 4' -5' D 1"x2" PROTECTIVE BARRIER DETAIL FINISH OR PA t0 /2"1 RADIUS NTS PSI CONIC. IIUM BROOM FINISH RADIUS - BASE Sti_ •F I j' .,5 -:fir; �,: ...s:�.c:kr,-; ^',`;;,; - =,�:.. :::r -_�'; i=f•,r'�- •>Y.:`:t ..�.C'G`.�._',,z;!•.; .:w'i's'fAa2_.... COMPACTED SUBBASE NOTES: 1. INSTALL EXPANSION JOINTS EVERY 50 FEET. 2. CURBS SHALL HAVE t" DEEP CONTROL JOINT EVERY 10 FAT. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. DROP CURB DETAIL NTS 2. CONCRETE STRENGTH REWIRED: SIDEWALK ENCROACHES ON PRIVATE 1. 6" - 3000 PSI CONCRETE W /6X6 W/2.1X2.1 WINE ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE PROPERTY. A R.O.W. EASEMENT FOR 2. 12' STABILIZED SUBBASE TO MIN LBR OF 40 do TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BYH� EASEMENT WIDTH VARIES PEDESTRIAN TRAFFIC SHALL BE COMPACTED TO 95X MAX DRY DENSITY (ASTM 01557) ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3 AND i PROVIDED PRIOR TO C.O. TO BE PLACED IN 2 -6' LIFTS. 4.8.3. 3. 1/4' PREMOLDED EXPANSION JOINT STRIP - "ZIP- STRIP' 1 I O 20' -0' O.C. MAX. NOTE: W ! REFER TO THIS DETAIL FOR BOTH RIGHT -OF -WAY AND PRIVATE z 1 J I VEHICULAR USE CONCRETE PAVEMENT. CONCRETE PAVEMENT DETAIL ' NTS 6 3,000 PSI CONC. I W/ 6X6 1010 WWF a- I HP =6.30 MODIFY EXISTING CURB 5.27 1� 5.35 9.75% ASPHALT PAVEMENT :11V PAVEMENT BASE 4. $ t 5 X EXISTING BASE THICKNESS) AS REQUIRED 1 n BASE MATERIAL SHALL BE PLACED EXISTING BASE IN 6' COMPACTED LAYERS TO Sall OF MAX. DENSITY AS DETERMINED BY 2. AASHTO T -180 12" MATCH EXISTING PAVEMENT 1 -1 2 " MIN. I TRENCH BACKFILL-1' u =,Xl BACK FILL FOR TRENCH SHALL BE NEW UTILITY IN 12" COMPACTED LAYERS TO V 1 10076 MAXIMUM DENSITY AS NOTES: DETERMINED BY AASHTO T -99 1. LAB REPORTS FOR DENSITIES ARE REQUIRED WHEN PAVEMENT REPAIRS ARE MADE IN THE RIGHT OF WAY. 2. SAW CUT EXISTING PAVEMENT AT ALL PAVEMENT TRANSITIONS BEFORE NEW PAVEMENT IS APPLIED. 3. PAVEMENT TRANSITIONS SHALL BE CONSISTENT ON THE SURFACE FOR A SMOOTH CONDITION. 4. NEW PAVEMENT BASE SHALL BE 1.5 X THE THICKNESS OF THE EXISTING PAVEMENT BASE. PAVEMENT REPAIR DETAIL Ak 2.0% I 7 0% M - 1 .•'.< �• -• - � rr-; /.y;J *'�'"r ";,•r =': •� °r "r'.', ^" er r-__..:.:>:z._::�;�'t�r._. �...... -._.. .. '�'``�'� i wr `''2"..•.:�; +'r :•:•r'� -�-> �"S �: v:_ti ,..:- !�; >,.�, •�S.F,`�.SJ.'1r. >i`r:.�•fr�3�s `f�i,`� �• 4: 1- • I 12" STABILIZED "SUB -BASE 1 SIDEWALK SHALL BE 6" THICK I® DRIVEWAY CROSSING DRIVEWAY SECTION NTS CIVIL SITE DETAILS SCALE NONE O aCII,Vi RKt! lffiD JUL 1 -6 2907 c T"'° r : � d =re's+ •• +Yti%`a 9 ='ed 1� �� Q Q I I 111111 CD z Z O W - W Z � W Z U/ � Zo= ONm O � mW (L I LI 0_ O- W W Z Z co 0 0 N 4 LL' '� •I .I <� ee=� . C -4 Cfi' F- ta! {{2 N a 4 r .g z l� 1St w W UKl G3 -' 0Q �. im LLI I a Ltl Z .N yzb. �Q•' mod' M � � M M 7E n C3 ( N � e � �v �i a� rn r•. O M ■ oM I m M, 0 li N Cal C 0 W � In a, 0 1h IL r Z �I � w � = W � � m Q @6 r � r 3 N mc J PROJECT : - ORIG. DATE: 08/18/06 DRAWN BY: AVF SCALE: AS SHOWN SHEET #: w s• 6 6' WIDE 4" WIDE WHITE B BLUE STRIPE STRIPE 4 4' WIDE WHITE STRIPE 4 4' WIDE WHITE STRIPE ` `j I ISLAND OR SEE PLAN FOR STALL WIDTHS] 1/2" X 4" BITUMINOUS STRIP WITH JOINT SEALER AT ALL EXPANSION JOINTS 4 WIDE WHITE STRIPING TYPICAL PARKING STRIPING NTS 4" 3,000 PSI CONCRETE CUT STRUCK JOINTS pROOM FINISH %O 1/5 CONCRETE THICKNESS °� i rn Z i ' Z 1i• L w'- J.5 - . 5' MAX. BETWEEN STRUCK JOINTq BEGIN/END CONDITION O EXISTING WALKS 50' MAX. BETWEEN EXPANSION JOINTS NOTES: I. SIDEWALKS SHALL HAVE TOOLED EDGES. 2. CONSTRUCTION JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY 4. REF CONSTRUCTION. SIEWALK DETAIL 4. REFER TO FDOT INDEX #310 AND CORRESPONDING SPECIFICATIONS FOR SIDEWALKS WITHIN THE RIGHT OF WAY. NTS REFER TO SITE PLAN AND /OR ARCHITECTURAL PLANS FOR SIDEWALK EXTENTS COMPACTED BASE OR 3,000 PSI CONC. UNDISTURBED SOIL W /MEDIUM BROOM FINISH c 2' TRANSITION rI " RADIUS 91 BASE 4: •' t � .. '�ffl y„ ;ti: - ' �•1 ;g' : . t • = { wa. i r •. 0 PACTED SUBBASE °.i r S� NOTES: 1. PROVIDE 1/4' CONTROL JOINTS O 5' -0. O.C. 2. PROVIDE 1/2' BITUMINOUS EXPANSION JOINTS O 50' O.C. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. SIDEWALK CURB DETAIL NTS 1 -1/4" TYPE S -3 ASPHALT 6" UMEROCK BASE LBR 100 COMPACTED TO 98X MAX. DENSITY PER AASHTO T -180 12" COMPACTED SU13GRADE 98X MAX. DENSITY PER AASHTO T -180 NOTES: 1. REFER TO GRADING PLAN FOR PAVEMENT SLOPES. 2. SUBSTITUTIONS OF BASE MATERIAL MUST BE APPROVED BY THE ENGINEER. STANDARD PAVEMENT DETAIL NITS 12" OVERLAP OF NEW SAW CUT PAVEMENT OVER EXISTING BASE EXISTING PAVEMENT 12" EW PAVEMENT EXISTING PAVEMENT BASE EW PAVEMENT BASE f - ..,, -�" : 1. %'• yeti , >• , 7 •- I'- - ........."..'- "• _._vim „_._,_ _,. _...,, ,., ._.._,_,......,,......._._.,,.. - �• '"i, r•- +ti ' {�S..t ..1" a <,'+tid''..,y�'v: `,:� ••4k i�t r�: �`}. �'%` "+ �,' Atil, %�,�'- -�',�;•3,'^•`�S�:v; ? "��; EXISTING SUBBASE \-NEW SUBBASE NOTES: 1. REFER TO GRADING PLAN FOR PAVEMENT SLOPES. 2. SAW CUT EXISTING PAVEMENT AT ALL PAVEMENT TRANSITIONS BEFORE NEW PAVEMENT IS APPLIED. PAVEMENT TRANSITION DETAIL NTS DRAWING- RLE A14ME & D47E INFO: 5/3/2007 11:12 AM DELL -SAN _04-2r -0T,* 1 -1/2"R 18•X18" & 18"A2* COM13INATION SIGNS 2• BLUE BACKGROUND - WHITE SYMBOL WHITE BORDER 1 B x1 B' LOGO SIGN WHITE BACKGROUND - BLACK LETTERS � BLACK BORDER PARKING BY 18'x12' LOGO SIGN DISABLED PERMIT O1 ONLY 2 SIGN COMBINAVION PLAIN BAKED ENAMEL 2 SIGN COMBINATION REFLECTIVE SHEETING $255 FINE LETTERS TO BE 1' HIGH F.S. 318.14 '� SIGN TO BE MADE OF ALUMINUM POST TO BE MADE OF GALVANIZED STEEL 1' SIGNAGE PER ADA REQUIREMENTS 1 " .r STATE REQUIRES A PENALTY NOT TO EXCEED #250 LOCAL JURISDICTIONS MAY VARY SHRUB PLANTING NOTES 1. REFER TQ LANDSCAPE PLAN FOR GROUPINGS. 2. PLANTING HOLES MUST BE SLOPED (NOT COMPACTED) 3. SHRUBS SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS 15 LEVEL WITH THE SURFACE OF THE PLANTING HOLE. 4. TO PREVENT FUNGAL INFECTION, MULCH SHALL BE PULLED BACK A FEW INCHES FROM THE BASE OF NEW SHRUBS. 5. ALL REQUIRED LANDSCAPING SHALL BE FLORIDA GRADE #1 OR BETTER. 3' MINIMUM MULCH -3' HIGH SOIL SAUCER GRADE ' ;w.'n mss` s' a, ry; !_REMOVE CONTAINER ;:s, .- •ti;t 4 ' .� 1 is a7 s• s, .., .,, a.ai'Y __T FROM ROOT BALL '?F;,:, a %':.r::- -fir' % +;r`:t, i,- .':t;, .y�5%'S`.cC•'C:..,i_, -R�,. ••'S'T {tt '�'...•'i. °- d, %h. :5,�`.' i�tisr.',- .tl.�;sill,•.�� s h- a :I+mi.7 »ci`.ae ,StaC"•d. !6 LANTING SOIL MIXTURE HANDICAP PARKING SIGN DETAIL SHRUB PLANTING DETAIL NTS NTS WALK SURFACE COUNTER SINK GALV. DOWELS 6' (OR PER DEPTH g" HIGH OR DEPTH 1 " BELOW SURFACE OF CONCRETE O 1:12 SLOPE) PER GRADING PLAN DRAINAGE SLOTS FILL WITH GROUT AVEM N E T SURF s•. ACE (STANDARD PRECAST I DM N I E S ON r WOOD FLOAT ji O RAMP 4" 3,000 � g• PSI CONCRETE TRANSITIONED CONCRETE CURB ` DETECTABLE WARNING PER ADA REQUIREMENTS I I 4 ,•I f I. '• (. ;_,' I•, 1111 PEDESTRIAN WALK r _ I •1,,, AX '- PAVEMENT TRANSITIONED CONCRETE CURB 6' (OR PER DEPTH O 1:12 SLOPE) END _HANDICAP -RAMP DETAIL NTS GRADE - PLACE SOD 1/2' PAVEMENT SURFACE #4 GALVANIZED O M -mss - 0 ^ tQUAL EQUAL STANDARD PREFABRICATED WHEEL STOP OX. 6" HIGH, 9" WIDE AND 7' -0" LONG PRECAST OF 3,500 PSI AIR- ENTRAINEDPARKING S1 CONCRETE WITH CHAMFERED CORNERS STRIP AND DRAINAGE SLOTS ON THE UNDERSIDE WHEELSTOP DETAIL NTS , TREE PLe1V U NO s• 1. REMOVE STAKES AND SUPPORT WIRE AFTER ONE COMPLETE GROWING SEASON. 2. PLANTING HOLES MUST BE SLOPED (NOT COMPACTED) AND A MINIMUM OF 18 -24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL 3. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. 4. TO PREVENT FUNGAL INFECTION, MULCH SHALL BE PULLED BACK A FEW INCHES FROM THE BASE OF NEW TREES. 3' MIN. 5. IF SOIL AMENDMENTS ARE MULCH NECESSARY, A SUITABLE SOIL LAYER MIXTURE SHALL BE USED IN THE i ENTIRE PLANTING AREA (NOT JUST THE PLANT PIT) TO A DEPTH CONSISTENT WITH THE ROOT 't DEVELOPMENT OF THE PROPOSED PLANT MATERIAL 6. ALL REQUIRED LANDSCAPING SHALL iz BE FLORIDA GRADE #1 OR BETTER. TREE PLANTING DETAIL NTS UNCOMPACTED FILL 6" SURFACE LEVEL UNCOMPACTED FILL (SUITABLE FOR 1" RADIUS (SUITABLE FOR LANDSCAPE MATERIAL 4 f LANDSCAPE MATERIAL) /-PAVEMENT LF ; rT AVEMENT AVEMENT BASE ,.___ ' Rµ µ w. • ; ;, r i• I. -_ a:�i;:; io PAVEMENT BASE 1 _., sl ai ; - •; r ••: r-. - r ?,�G ; �._ ..� r,,, , a �� t i 2 ._.., i !:e••,n,;� ,'' l � •� ` _ = C.,• =, • '. i` "•. i „'__t....., _ _ ' •� ••j i:_"• � ^ ' e•,,;�,, ;'iF r•; 'y r ; -c.Z"� • t`•i ' r'.r -E., 9 i'ti, -s r �•_:.�r� - f'�,- �,1�"} %"4.i ; 'j -�� I '� •-_« " :.t "_�F,',s•: 4 ( Yr,. �."(•�•,� r S• y? 1-i r..v ''^�..! ( �+'` °. r 3 .: 2' : C`..i }.; "1-c _i' a ,',fl�•t, „ -� -';.0 "'p.;"•.f "+ ").'� �„S"iI ✓ iK t, ;, �;. •- c.0 :5• �' �,a�,�c�= -i• „r" �r",� _,., i'. -� I � �,'::•i: ''r i'; -i "'�: "'' :.: 'jam ''i.i'G.K"d.; �t ,� „q ='}•� ^•5i`> A4 r 4 . •{ .4r u :V • �._ 4L J• e•u• l r • � % „(:, � ✓;fir -.. >:•t'�` '3 _ i 4.�''•• .,�,� - , � ,• �'n f._ y A ..rye i - - '. •. _. ,,.,q .v 2 EACH #4 .� r • <t.� t, �} ;; ^.• a 'ACTED SUBBASE C t. •r:, �•: � 5� t 4 `U 14'7 'S• s. S OMP . , r , ..._„rs ��. r' �5. �,..., �zlzz.__. r3,:, �' �.sY�z,:,�,.77,a- ,.�_w...�.1;,_ ACTED SUBBASE NOTES: 1. REFER TO PLAN FOR LANDSCAPE PROTECTION MEASURES SUCH AS NOTES: WHEEL STOPS. NOTES: 1. MAINTAIN FULL DEPTH OF VERTICAL CURB FOR TRANSITION. 2. THIS CONDITION SHALL NOT BE USED FOR TRANSITION TO GRASS 2. LAST VERTICAL REBAR FOR EXTRUDED CURB SHALL BE 24' PARKING. 1. INSTALL EXPANSION JOINTS EVERY 50 FEET. FROM END OF TRANSITION. 2. CURBS SHALL HAVE I" DEEP CONTROL JOINT EVERY 10 FEET. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. CURB TRANSITION DETAIL PLACEMENT OF SOD AT PAVEMENT VERTICAL CURB DETAIL NITS NITS NTS 3 1 •2 ' PORTLAND CEMENT CONC. PAVEMENT 1. GENERAL RIGID PAVEMENT CONSIS75 OF CONSTRUCTING A SPECIFIED �!- � I . i i I� I i " I PORTLAND CEMENT CONCRETE PAVING ON A PREPARED _r SUBGRADE THE UTILITIES AND OTHER ITEMS IN AND BENEATH T r . �� - -- --�}` THE STREET MUST BE PROPERLY COORDINATED YNTH THE - I �' �� -1 =� `I i CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS. I - IfI 1 H R- THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF ALL SUPERVISION, LABOR. MATERIALS, EQUIPMENT AND f INCIDENTAL NECESSARY FOR THE PROPOSED RIGID r' ./'f: +, i ,r; ',••',>/r ;•'f PAVEMENT CONSTRUCTION IN ACCORDANCE WITH THE UNDISTURid APPROVED DRAWINGS AND SPECIFICATION. EARTH NOT REMOVE LEADERS REMOVE DEAD AND NJURED TWIGS 4" - 2 PLY REINFORCED BEER OR PLASTIC HOSE WHITE SURVEYOR'S TAGGING TAPE APPROX. 6' LENGTH 3 EACH 12 GA. GALVANIZED WIRES - SPACED 120' AROUND TREE AND SET AT A 45' ANGLE MOUND TO 7FORM SAUCER REMOVE BURLAP -FROM AROUND TOP OF BALL 3 EACH #68 DUCKBILL ANCHORS OR EQUAL "PLANTING SOIL MIXTURE LIMIT OF PAVEMENT, LIMEROCK, STABILIZED SUBGRADE AND ANY OTHER PAVEMENT. RELATED MATERIAL OR DENSE PAVEMENT PAVEMENT 17 PROPOSED PLANTER BED WITH CLEAN SUITABLE PNCOMPACTED PLANTING FILL PREVENT NO OBSTRUCTIONS TO REVENT PLANT GROWTH I LIMITS OF PLANTER TYPICAL PLANTER DETAIL NTS LJ N-f0 SPECIFICATIONS OF INSTALLING A BARRIER: Q 1. MINIM UN 1 U RADIUS TO BE PROTECTED: 0000 A. HARDWOODS: 2/3 OF THE DRIPUNE OR 6', WHICHEVER IS GREATER. B. PINES: DRIPLINE OR 6', WHICHEVER IS GREATER. 00 2. METHOD OF ERECTION (SEE DETAIL) O A. MINIMUN HEIGHT OF UPRIGHTS 3' AND NO LESS THAN 274* LUMBER. 0 B. UPRIGHTS SHOULD HAVE HORIZONTAL RIBBONING AT THE TOP AND 12' BELOW THE TOP. N I I C. UPRIGHTS SHOULD BE SPACED AT NO MORE THAN 4' -5' INTERVALS. I I I I D. HORIZONTAL MEMBERS OF NO LESS THAN 1'x2' LUMBER. I I I 1 1 I I I I I I I NOTE; 1 1 I I 1 I A lie I 1. BARRIERS ARE TO BE ERECTED AROUND RENAMING TREES BEFORE 1 CONSTRUCTION, GRADING, OR ANY TREES ARE REMOVED. 1 I I i D 2. PLACE NO HEAVY EQUIPMEXr INSIDE MAER; ONLY NAND LABOR. I I 13. PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS MOE BARRIER AREA. I 14. BARRIERS ARE TO IBM IN PLACE UNTIL ALL PAVING, CONSTRUCTION IS I � -2/3 Dripllnel -- I I I COMPLETED AND HEAVY EQUIPMENTS IS OUT THE AREA l Full Dripline ---- I I 15. EITHER RIBBON OR WOODEN BARRIER MAY BE USE FOR HARDWOODS -- -Full Dripline__- OR PINES. ABBON BARR�R I MOOD BAR R A : 3'4"4" 8 : 12" C 4' -5' D 1"x2" PROTECTIVE BARRIER DETAIL FINISH OR PA t0 /2"1 RADIUS NTS PSI CONIC. IIUM BROOM FINISH RADIUS - BASE Sti_ •F I j' .,5 -:fir; �,: ...s:�.c:kr,-; ^',`;;,; - =,�:.. :::r -_�'; i=f•,r'�- •>Y.:`:t ..�.C'G`.�._',,z;!•.; .:w'i's'fAa2_.... COMPACTED SUBBASE NOTES: 1. INSTALL EXPANSION JOINTS EVERY 50 FEET. 2. CURBS SHALL HAVE t" DEEP CONTROL JOINT EVERY 10 FAT. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. DROP CURB DETAIL NTS 2. CONCRETE STRENGTH REWIRED: SIDEWALK ENCROACHES ON PRIVATE 1. 6" - 3000 PSI CONCRETE W /6X6 W/2.1X2.1 WINE ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE PROPERTY. A R.O.W. EASEMENT FOR 2. 12' STABILIZED SUBBASE TO MIN LBR OF 40 do TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BYH� EASEMENT WIDTH VARIES PEDESTRIAN TRAFFIC SHALL BE COMPACTED TO 95X MAX DRY DENSITY (ASTM 01557) ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3 AND i PROVIDED PRIOR TO C.O. TO BE PLACED IN 2 -6' LIFTS. 4.8.3. 3. 1/4' PREMOLDED EXPANSION JOINT STRIP - "ZIP- STRIP' 1 I O 20' -0' O.C. MAX. NOTE: W ! REFER TO THIS DETAIL FOR BOTH RIGHT -OF -WAY AND PRIVATE z 1 J I VEHICULAR USE CONCRETE PAVEMENT. CONCRETE PAVEMENT DETAIL ' NTS 6 3,000 PSI CONC. I W/ 6X6 1010 WWF a- I HP =6.30 MODIFY EXISTING CURB 5.27 1� 5.35 9.75% ASPHALT PAVEMENT :11V PAVEMENT BASE 4. $ t 5 X EXISTING BASE THICKNESS) AS REQUIRED 1 n BASE MATERIAL SHALL BE PLACED EXISTING BASE IN 6' COMPACTED LAYERS TO Sall OF MAX. DENSITY AS DETERMINED BY 2. AASHTO T -180 12" MATCH EXISTING PAVEMENT 1 -1 2 " MIN. I TRENCH BACKFILL-1' u =,Xl BACK FILL FOR TRENCH SHALL BE NEW UTILITY IN 12" COMPACTED LAYERS TO V 1 10076 MAXIMUM DENSITY AS NOTES: DETERMINED BY AASHTO T -99 1. LAB REPORTS FOR DENSITIES ARE REQUIRED WHEN PAVEMENT REPAIRS ARE MADE IN THE RIGHT OF WAY. 2. SAW CUT EXISTING PAVEMENT AT ALL PAVEMENT TRANSITIONS BEFORE NEW PAVEMENT IS APPLIED. 3. PAVEMENT TRANSITIONS SHALL BE CONSISTENT ON THE SURFACE FOR A SMOOTH CONDITION. 4. NEW PAVEMENT BASE SHALL BE 1.5 X THE THICKNESS OF THE EXISTING PAVEMENT BASE. PAVEMENT REPAIR DETAIL Ak 2.0% I 7 0% M - 1 .•'.< �• -• - � rr-; /.y;J *'�'"r ";,•r =': •� °r "r'.', ^" er r-__..:.:>:z._::�;�'t�r._. �...... -._.. .. '�'``�'� i wr `''2"..•.:�; +'r :•:•r'� -�-> �"S �: v:_ti ,..:- !�; >,.�, •�S.F,`�.SJ.'1r. >i`r:.�•fr�3�s `f�i,`� �• 4: 1- • I 12" STABILIZED "SUB -BASE 1 SIDEWALK SHALL BE 6" THICK I® DRIVEWAY CROSSING DRIVEWAY SECTION NTS CIVIL SITE DETAILS SCALE NONE O aCII,Vi RKt! lffiD JUL 1 -6 2907 c T"'° r : � d =re's+ •• +Yti%`a 9 ='ed 1� �� Q Q I I 111111 CD z Z O W - W Z � W Z U/ � Zo= ONm O � mW (L I LI 0_ O- W W Z Z co 0 0 N 4 LL' '� •I .I <� ee=� . C -4 Cfi' F- ta! {{2 N a 4 r .g z l� 1St w W UKl G3 -' 0Q �. im LLI I a Ltl Z .N yzb. �Q•' mod' M � � M M 7E n C3 ( N � e � �v �i a� rn r•. O M ■ oM I m M, 0 li N Cal C 0 W � In a, 0 1h IL r Z �I � w � = W � � m Q @6 r � r 3 N mc J PROJECT : - ORIG. DATE: 08/18/06 DRAWN BY: AVF SCALE: AS SHOWN SHEET #: w NOTES: I. SIDEWALKS SHALL HAVE TOOLED EDGES. 2. CONSTRUCTION JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY 4. REF CONSTRUCTION. SIEWALK DETAIL 4. REFER TO FDOT INDEX #310 AND CORRESPONDING SPECIFICATIONS FOR SIDEWALKS WITHIN THE RIGHT OF WAY. NTS REFER TO SITE PLAN AND /OR ARCHITECTURAL PLANS FOR SIDEWALK EXTENTS COMPACTED BASE OR 3,000 PSI CONC. UNDISTURBED SOIL W /MEDIUM BROOM FINISH c 2' TRANSITION rI " RADIUS 91 BASE 4: •' t � .. '�ffl y„ ;ti: - ' �•1 ;g' : . t • = { wa. i r •. 0 PACTED SUBBASE °.i r S� NOTES: 1. PROVIDE 1/4' CONTROL JOINTS O 5' -0. O.C. 2. PROVIDE 1/2' BITUMINOUS EXPANSION JOINTS O 50' O.C. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. SIDEWALK CURB DETAIL NTS 1 -1/4" TYPE S -3 ASPHALT 6" UMEROCK BASE LBR 100 COMPACTED TO 98X MAX. DENSITY PER AASHTO T -180 12" COMPACTED SU13GRADE 98X MAX. DENSITY PER AASHTO T -180 NOTES: 1. REFER TO GRADING PLAN FOR PAVEMENT SLOPES. 2. SUBSTITUTIONS OF BASE MATERIAL MUST BE APPROVED BY THE ENGINEER. STANDARD PAVEMENT DETAIL NITS 12" OVERLAP OF NEW SAW CUT PAVEMENT OVER EXISTING BASE EXISTING PAVEMENT 12" EW PAVEMENT EXISTING PAVEMENT BASE EW PAVEMENT BASE f - ..,, -�" : 1. %'• yeti , >• , 7 •- I'- - ........."..'- "• _._vim „_._,_ _,. _...,, ,., ._.._,_,......,,......._._.,,.. - �• '"i, r•- +ti ' {�S..t ..1" a <,'+tid''..,y�'v: `,:� ••4k i�t r�: �`}. �'%` "+ �,' Atil, %�,�'- -�',�;•3,'^•`�S�:v; ? "��; EXISTING SUBBASE \-NEW SUBBASE NOTES: 1. REFER TO GRADING PLAN FOR PAVEMENT SLOPES. 2. SAW CUT EXISTING PAVEMENT AT ALL PAVEMENT TRANSITIONS BEFORE NEW PAVEMENT IS APPLIED. PAVEMENT TRANSITION DETAIL NTS DRAWING- RLE A14ME & D47E INFO: 5/3/2007 11:12 AM DELL -SAN _04-2r -0T,* 1 -1/2"R 18•X18" & 18"A2* COM13INATION SIGNS 2• BLUE BACKGROUND - WHITE SYMBOL WHITE BORDER 1 B x1 B' LOGO SIGN WHITE BACKGROUND - BLACK LETTERS � BLACK BORDER PARKING BY 18'x12' LOGO SIGN DISABLED PERMIT O1 ONLY 2 SIGN COMBINAVION PLAIN BAKED ENAMEL 2 SIGN COMBINATION REFLECTIVE SHEETING $255 FINE LETTERS TO BE 1' HIGH F.S. 318.14 '� SIGN TO BE MADE OF ALUMINUM POST TO BE MADE OF GALVANIZED STEEL 1' SIGNAGE PER ADA REQUIREMENTS 1 " .r STATE REQUIRES A PENALTY NOT TO EXCEED #250 LOCAL JURISDICTIONS MAY VARY SHRUB PLANTING NOTES 1. REFER TQ LANDSCAPE PLAN FOR GROUPINGS. 2. PLANTING HOLES MUST BE SLOPED (NOT COMPACTED) 3. SHRUBS SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS 15 LEVEL WITH THE SURFACE OF THE PLANTING HOLE. 4. TO PREVENT FUNGAL INFECTION, MULCH SHALL BE PULLED BACK A FEW INCHES FROM THE BASE OF NEW SHRUBS. 5. ALL REQUIRED LANDSCAPING SHALL BE FLORIDA GRADE #1 OR BETTER. 3' MINIMUM MULCH -3' HIGH SOIL SAUCER GRADE ' ;w.'n mss` s' a, ry; !_REMOVE CONTAINER ;:s, .- •ti;t 4 ' .� 1 is a7 s• s, .., .,, a.ai'Y __T FROM ROOT BALL '?F;,:, a %':.r::- -fir' % +;r`:t, i,- .':t;, .y�5%'S`.cC•'C:..,i_, -R�,. ••'S'T {tt '�'...•'i. °- d, %h. :5,�`.' i�tisr.',- .tl.�;sill,•.�� s h- a :I+mi.7 »ci`.ae ,StaC"•d. !6 LANTING SOIL MIXTURE HANDICAP PARKING SIGN DETAIL SHRUB PLANTING DETAIL NTS NTS WALK SURFACE COUNTER SINK GALV. DOWELS 6' (OR PER DEPTH g" HIGH OR DEPTH 1 " BELOW SURFACE OF CONCRETE O 1:12 SLOPE) PER GRADING PLAN DRAINAGE SLOTS FILL WITH GROUT AVEM N E T SURF s•. ACE (STANDARD PRECAST I DM N I E S ON r WOOD FLOAT ji O RAMP 4" 3,000 � g• PSI CONCRETE TRANSITIONED CONCRETE CURB ` DETECTABLE WARNING PER ADA REQUIREMENTS I I 4 ,•I f I. '• (. ;_,' I•, 1111 PEDESTRIAN WALK r _ I •1,,, AX '- PAVEMENT TRANSITIONED CONCRETE CURB 6' (OR PER DEPTH O 1:12 SLOPE) END _HANDICAP -RAMP DETAIL NTS GRADE - PLACE SOD 1/2' PAVEMENT SURFACE #4 GALVANIZED O M -mss - 0 ^ tQUAL EQUAL STANDARD PREFABRICATED WHEEL STOP OX. 6" HIGH, 9" WIDE AND 7' -0" LONG PRECAST OF 3,500 PSI AIR- ENTRAINEDPARKING S1 CONCRETE WITH CHAMFERED CORNERS STRIP AND DRAINAGE SLOTS ON THE UNDERSIDE WHEELSTOP DETAIL NTS , TREE PLe1V U NO s• 1. REMOVE STAKES AND SUPPORT WIRE AFTER ONE COMPLETE GROWING SEASON. 2. PLANTING HOLES MUST BE SLOPED (NOT COMPACTED) AND A MINIMUM OF 18 -24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL 3. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. 4. TO PREVENT FUNGAL INFECTION, MULCH SHALL BE PULLED BACK A FEW INCHES FROM THE BASE OF NEW TREES. 3' MIN. 5. IF SOIL AMENDMENTS ARE MULCH NECESSARY, A SUITABLE SOIL LAYER MIXTURE SHALL BE USED IN THE i ENTIRE PLANTING AREA (NOT JUST THE PLANT PIT) TO A DEPTH CONSISTENT WITH THE ROOT 't DEVELOPMENT OF THE PROPOSED PLANT MATERIAL 6. ALL REQUIRED LANDSCAPING SHALL iz BE FLORIDA GRADE #1 OR BETTER. TREE PLANTING DETAIL NTS UNCOMPACTED FILL 6" SURFACE LEVEL UNCOMPACTED FILL (SUITABLE FOR 1" RADIUS (SUITABLE FOR LANDSCAPE MATERIAL 4 f LANDSCAPE MATERIAL) /-PAVEMENT LF ; rT AVEMENT AVEMENT BASE ,.___ ' Rµ µ w. • ; ;, r i• I. -_ a:�i;:; io PAVEMENT BASE 1 _., sl ai ; - •; r ••: r-. - r ?,�G ; �._ ..� r,,, , a �� t i 2 ._.., i !:e••,n,;� ,'' l � •� ` _ = C.,• =, • '. i` "•. i „'__t....., _ _ ' •� ••j i:_"• � ^ ' e•,,;�,, ;'iF r•; 'y r ; -c.Z"� • t`•i ' r'.r -E., 9 i'ti, -s r �•_:.�r� - f'�,- �,1�"} %"4.i ; 'j -�� I '� •-_« " :.t "_�F,',s•: 4 ( Yr,. �."(•�•,� r S• y? 1-i r..v ''^�..! ( �+'` °. r 3 .: 2' : C`..i }.; "1-c _i' a ,',fl�•t, „ -� -';.0 "'p.;"•.f "+ ").'� �„S"iI ✓ iK t, ;, �;. •- c.0 :5• �' �,a�,�c�= -i• „r" �r",� _,., i'. -� I � �,'::•i: ''r i'; -i "'�: "'' :.: 'jam ''i.i'G.K"d.; �t ,� „q ='}•� ^•5i`> A4 r 4 . •{ .4r u :V • �._ 4L J• e•u• l r • � % „(:, � ✓;fir -.. >:•t'�` '3 _ i 4.�''•• .,�,� - , � ,• �'n f._ y A ..rye i - - '. •. _. ,,.,q .v 2 EACH #4 .� r • <t.� t, �} ;; ^.• a 'ACTED SUBBASE C t. •r:, �•: � 5� t 4 `U 14'7 'S• s. S OMP . , r , ..._„rs ��. r' �5. �,..., �zlzz.__. r3,:, �' �.sY�z,:,�,.77,a- ,.�_w...�.1;,_ ACTED SUBBASE NOTES: 1. REFER TO PLAN FOR LANDSCAPE PROTECTION MEASURES SUCH AS NOTES: WHEEL STOPS. NOTES: 1. MAINTAIN FULL DEPTH OF VERTICAL CURB FOR TRANSITION. 2. THIS CONDITION SHALL NOT BE USED FOR TRANSITION TO GRASS 2. LAST VERTICAL REBAR FOR EXTRUDED CURB SHALL BE 24' PARKING. 1. INSTALL EXPANSION JOINTS EVERY 50 FEET. FROM END OF TRANSITION. 2. CURBS SHALL HAVE I" DEEP CONTROL JOINT EVERY 10 FEET. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. CURB TRANSITION DETAIL PLACEMENT OF SOD AT PAVEMENT VERTICAL CURB DETAIL NITS NITS NTS 3 1 •2 ' PORTLAND CEMENT CONC. PAVEMENT 1. GENERAL RIGID PAVEMENT CONSIS75 OF CONSTRUCTING A SPECIFIED �!- � I . i i I� I i " I PORTLAND CEMENT CONCRETE PAVING ON A PREPARED _r SUBGRADE THE UTILITIES AND OTHER ITEMS IN AND BENEATH T r . �� - -- --�}` THE STREET MUST BE PROPERLY COORDINATED YNTH THE - I �' �� -1 =� `I i CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS. I - IfI 1 H R- THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF ALL SUPERVISION, LABOR. MATERIALS, EQUIPMENT AND f INCIDENTAL NECESSARY FOR THE PROPOSED RIGID r' ./'f: +, i ,r; ',••',>/r ;•'f PAVEMENT CONSTRUCTION IN ACCORDANCE WITH THE UNDISTURid APPROVED DRAWINGS AND SPECIFICATION. EARTH NOT REMOVE LEADERS REMOVE DEAD AND NJURED TWIGS 4" - 2 PLY REINFORCED BEER OR PLASTIC HOSE WHITE SURVEYOR'S TAGGING TAPE APPROX. 6' LENGTH 3 EACH 12 GA. GALVANIZED WIRES - SPACED 120' AROUND TREE AND SET AT A 45' ANGLE MOUND TO 7FORM SAUCER REMOVE BURLAP -FROM AROUND TOP OF BALL 3 EACH #68 DUCKBILL ANCHORS OR EQUAL "PLANTING SOIL MIXTURE LIMIT OF PAVEMENT, LIMEROCK, STABILIZED SUBGRADE AND ANY OTHER PAVEMENT. RELATED MATERIAL OR DENSE PAVEMENT PAVEMENT 17 PROPOSED PLANTER BED WITH CLEAN SUITABLE PNCOMPACTED PLANTING FILL PREVENT NO OBSTRUCTIONS TO REVENT PLANT GROWTH I LIMITS OF PLANTER TYPICAL PLANTER DETAIL NTS LJ N-f0 SPECIFICATIONS OF INSTALLING A BARRIER: Q 1. MINIM UN 1 U RADIUS TO BE PROTECTED: 0000 A. HARDWOODS: 2/3 OF THE DRIPUNE OR 6', WHICHEVER IS GREATER. B. PINES: DRIPLINE OR 6', WHICHEVER IS GREATER. 00 2. METHOD OF ERECTION (SEE DETAIL) O A. MINIMUN HEIGHT OF UPRIGHTS 3' AND NO LESS THAN 274* LUMBER. 0 B. UPRIGHTS SHOULD HAVE HORIZONTAL RIBBONING AT THE TOP AND 12' BELOW THE TOP. N I I C. UPRIGHTS SHOULD BE SPACED AT NO MORE THAN 4' -5' INTERVALS. I I I I D. HORIZONTAL MEMBERS OF NO LESS THAN 1'x2' LUMBER. I I I 1 1 I I I I I I I NOTE; 1 1 I I 1 I A lie I 1. BARRIERS ARE TO BE ERECTED AROUND RENAMING TREES BEFORE 1 CONSTRUCTION, GRADING, OR ANY TREES ARE REMOVED. 1 I I i D 2. PLACE NO HEAVY EQUIPMEXr INSIDE MAER; ONLY NAND LABOR. I I 13. PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS MOE BARRIER AREA. I 14. BARRIERS ARE TO IBM IN PLACE UNTIL ALL PAVING, CONSTRUCTION IS I � -2/3 Dripllnel -- I I I COMPLETED AND HEAVY EQUIPMENTS IS OUT THE AREA l Full Dripline ---- I I 15. EITHER RIBBON OR WOODEN BARRIER MAY BE USE FOR HARDWOODS -- -Full Dripline__- OR PINES. ABBON BARR�R I MOOD BAR R A : 3'4"4" 8 : 12" C 4' -5' D 1"x2" PROTECTIVE BARRIER DETAIL FINISH OR PA t0 /2"1 RADIUS NTS PSI CONIC. IIUM BROOM FINISH RADIUS - BASE Sti_ •F I j' .,5 -:fir; �,: ...s:�.c:kr,-; ^',`;;,; - =,�:.. :::r -_�'; i=f•,r'�- •>Y.:`:t ..�.C'G`.�._',,z;!•.; .:w'i's'fAa2_.... COMPACTED SUBBASE NOTES: 1. INSTALL EXPANSION JOINTS EVERY 50 FEET. 2. CURBS SHALL HAVE t" DEEP CONTROL JOINT EVERY 10 FAT. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. DROP CURB DETAIL NTS 2. CONCRETE STRENGTH REWIRED: SIDEWALK ENCROACHES ON PRIVATE 1. 6" - 3000 PSI CONCRETE W /6X6 W/2.1X2.1 WINE ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE PROPERTY. A R.O.W. EASEMENT FOR 2. 12' STABILIZED SUBBASE TO MIN LBR OF 40 do TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BYH� EASEMENT WIDTH VARIES PEDESTRIAN TRAFFIC SHALL BE COMPACTED TO 95X MAX DRY DENSITY (ASTM 01557) ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3 AND i PROVIDED PRIOR TO C.O. TO BE PLACED IN 2 -6' LIFTS. 4.8.3. 3. 1/4' PREMOLDED EXPANSION JOINT STRIP - "ZIP- STRIP' 1 I O 20' -0' O.C. MAX. NOTE: W ! REFER TO THIS DETAIL FOR BOTH RIGHT -OF -WAY AND PRIVATE z 1 J I VEHICULAR USE CONCRETE PAVEMENT. CONCRETE PAVEMENT DETAIL ' NTS 6 3,000 PSI CONC. I W/ 6X6 1010 WWF a- I HP =6.30 MODIFY EXISTING CURB 5.27 1� 5.35 9.75% ASPHALT PAVEMENT :11V PAVEMENT BASE 4. $ t 5 X EXISTING BASE THICKNESS) AS REQUIRED 1 n BASE MATERIAL SHALL BE PLACED EXISTING BASE IN 6' COMPACTED LAYERS TO Sall OF MAX. DENSITY AS DETERMINED BY 2. AASHTO T -180 12" MATCH EXISTING PAVEMENT 1 -1 2 " MIN. I TRENCH BACKFILL-1' u =,Xl BACK FILL FOR TRENCH SHALL BE NEW UTILITY IN 12" COMPACTED LAYERS TO V 1 10076 MAXIMUM DENSITY AS NOTES: DETERMINED BY AASHTO T -99 1. LAB REPORTS FOR DENSITIES ARE REQUIRED WHEN PAVEMENT REPAIRS ARE MADE IN THE RIGHT OF WAY. 2. SAW CUT EXISTING PAVEMENT AT ALL PAVEMENT TRANSITIONS BEFORE NEW PAVEMENT IS APPLIED. 3. PAVEMENT TRANSITIONS SHALL BE CONSISTENT ON THE SURFACE FOR A SMOOTH CONDITION. 4. NEW PAVEMENT BASE SHALL BE 1.5 X THE THICKNESS OF THE EXISTING PAVEMENT BASE. PAVEMENT REPAIR DETAIL Ak 2.0% I 7 0% M - 1 .•'.< �• -• - � rr-; /.y;J *'�'"r ";,•r =': •� °r "r'.', ^" er r-__..:.:>:z._::�;�'t�r._. �...... -._.. .. '�'``�'� i wr `''2"..•.:�; +'r :•:•r'� -�-> �"S �: v:_ti ,..:- !�; >,.�, •�S.F,`�.SJ.'1r. >i`r:.�•fr�3�s `f�i,`� �• 4: 1- • I 12" STABILIZED "SUB -BASE 1 SIDEWALK SHALL BE 6" THICK I® DRIVEWAY CROSSING DRIVEWAY SECTION NTS CIVIL SITE DETAILS SCALE NONE O aCII,Vi RKt! lffiD JUL 1 -6 2907 c T"'° r : � d =re's+ •• +Yti%`a 9 ='ed 1� �� Q Q I I 111111 CD z Z O W - W Z � W Z U/ � Zo= ONm O � mW (L I LI 0_ O- W W Z Z co 0 0 N 4 LL' '� •I .I <� ee=� . C -4 Cfi' F- ta! {{2 N a 4 r .g z l� 1St w W UKl G3 -' 0Q �. im LLI I a Ltl Z .N yzb. �Q•' mod' M � � M M 7E n C3 ( N � e � �v �i a� rn r•. O M ■ oM I m M, 0 li N Cal C 0 W � In a, 0 1h IL r Z �I � w � = W � � m Q @6 r � r 3 N mc J PROJECT : - ORIG. DATE: 08/18/06 DRAWN BY: AVF SCALE: AS SHOWN SHEET #: w SHRUB PLANTING NOTES 1. REFER TQ LANDSCAPE PLAN FOR GROUPINGS. 2. PLANTING HOLES MUST BE SLOPED (NOT COMPACTED) 3. SHRUBS SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS 15 LEVEL WITH THE SURFACE OF THE PLANTING HOLE. 4. TO PREVENT FUNGAL INFECTION, MULCH SHALL BE PULLED BACK A FEW INCHES FROM THE BASE OF NEW SHRUBS. 5. ALL REQUIRED LANDSCAPING SHALL BE FLORIDA GRADE #1 OR BETTER. 3' MINIMUM MULCH -3' HIGH SOIL SAUCER GRADE ' ;w.'n mss` s' a, ry; !_REMOVE CONTAINER ;:s, .- •ti;t 4 ' .� 1 is a7 s• s, .., .,, a.ai'Y __T FROM ROOT BALL '?F;,:, a %':.r::- -fir' % +;r`:t, i,- .':t;, .y�5%'S`.cC•'C:..,i_, -R�,. ••'S'T {tt '�'...•'i. °- d, %h. :5,�`.' i�tisr.',- .tl.�;sill,•.�� s h- a :I+mi.7 »ci`.ae ,StaC"•d. !6 LANTING SOIL MIXTURE HANDICAP PARKING SIGN DETAIL SHRUB PLANTING DETAIL NTS NTS WALK SURFACE COUNTER SINK GALV. DOWELS 6' (OR PER DEPTH g" HIGH OR DEPTH 1 " BELOW SURFACE OF CONCRETE O 1:12 SLOPE) PER GRADING PLAN DRAINAGE SLOTS FILL WITH GROUT AVEM N E T SURF s•. ACE (STANDARD PRECAST I DM N I E S ON r WOOD FLOAT ji O RAMP 4" 3,000 � g• PSI CONCRETE TRANSITIONED CONCRETE CURB ` DETECTABLE WARNING PER ADA REQUIREMENTS I I 4 ,•I f I. '• (. ;_,' I•, 1111 PEDESTRIAN WALK r _ I •1,,, AX '- PAVEMENT TRANSITIONED CONCRETE CURB 6' (OR PER DEPTH O 1:12 SLOPE) END _HANDICAP -RAMP DETAIL NTS GRADE - PLACE SOD 1/2' PAVEMENT SURFACE #4 GALVANIZED O M -mss - 0 ^ tQUAL EQUAL STANDARD PREFABRICATED WHEEL STOP OX. 6" HIGH, 9" WIDE AND 7' -0" LONG PRECAST OF 3,500 PSI AIR- ENTRAINEDPARKING S1 CONCRETE WITH CHAMFERED CORNERS STRIP AND DRAINAGE SLOTS ON THE UNDERSIDE WHEELSTOP DETAIL NTS , TREE PLe1V U NO s• 1. REMOVE STAKES AND SUPPORT WIRE AFTER ONE COMPLETE GROWING SEASON. 2. PLANTING HOLES MUST BE SLOPED (NOT COMPACTED) AND A MINIMUM OF 18 -24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL 3. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. 4. TO PREVENT FUNGAL INFECTION, MULCH SHALL BE PULLED BACK A FEW INCHES FROM THE BASE OF NEW TREES. 3' MIN. 5. IF SOIL AMENDMENTS ARE MULCH NECESSARY, A SUITABLE SOIL LAYER MIXTURE SHALL BE USED IN THE i ENTIRE PLANTING AREA (NOT JUST THE PLANT PIT) TO A DEPTH CONSISTENT WITH THE ROOT 't DEVELOPMENT OF THE PROPOSED PLANT MATERIAL 6. ALL REQUIRED LANDSCAPING SHALL iz BE FLORIDA GRADE #1 OR BETTER. TREE PLANTING DETAIL NTS UNCOMPACTED FILL 6" SURFACE LEVEL UNCOMPACTED FILL (SUITABLE FOR 1" RADIUS (SUITABLE FOR LANDSCAPE MATERIAL 4 f LANDSCAPE MATERIAL) /-PAVEMENT LF ; rT AVEMENT AVEMENT BASE ,.___ ' Rµ µ w. • ; ;, r i• I. -_ a:�i;:; io PAVEMENT BASE 1 _., sl ai ; - •; r ••: r-. - r ?,�G ; �._ ..� r,,, , a �� t i 2 ._.., i !:e••,n,;� ,'' l � •� ` _ = C.,• =, • '. i` "•. i „'__t....., _ _ ' •� ••j i:_"• � ^ ' e•,,;�,, ;'iF r•; 'y r ; -c.Z"� • t`•i ' r'.r -E., 9 i'ti, -s r �•_:.�r� - f'�,- �,1�"} %"4.i ; 'j -�� I '� •-_« " :.t "_�F,',s•: 4 ( Yr,. �."(•�•,� r S• y? 1-i r..v ''^�..! ( �+'` °. r 3 .: 2' : C`..i }.; "1-c _i' a ,',fl�•t, „ -� -';.0 "'p.;"•.f "+ ").'� �„S"iI ✓ iK t, ;, �;. •- c.0 :5• �' �,a�,�c�= -i• „r" �r",� _,., i'. -� I � �,'::•i: ''r i'; -i "'�: "'' :.: 'jam ''i.i'G.K"d.; �t ,� „q ='}•� ^•5i`> A4 r 4 . •{ .4r u :V • �._ 4L J• e•u• l r • � % „(:, � ✓;fir -.. >:•t'�` '3 _ i 4.�''•• .,�,� - , � ,• �'n f._ y A ..rye i - - '. •. _. ,,.,q .v 2 EACH #4 .� r • <t.� t, �} ;; ^.• a 'ACTED SUBBASE C t. •r:, �•: � 5� t 4 `U 14'7 'S• s. S OMP . , r , ..._„rs ��. r' �5. �,..., �zlzz.__. r3,:, �' �.sY�z,:,�,.77,a- ,.�_w...�.1;,_ ACTED SUBBASE NOTES: 1. REFER TO PLAN FOR LANDSCAPE PROTECTION MEASURES SUCH AS NOTES: WHEEL STOPS. NOTES: 1. MAINTAIN FULL DEPTH OF VERTICAL CURB FOR TRANSITION. 2. THIS CONDITION SHALL NOT BE USED FOR TRANSITION TO GRASS 2. LAST VERTICAL REBAR FOR EXTRUDED CURB SHALL BE 24' PARKING. 1. INSTALL EXPANSION JOINTS EVERY 50 FEET. FROM END OF TRANSITION. 2. CURBS SHALL HAVE I" DEEP CONTROL JOINT EVERY 10 FEET. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. CURB TRANSITION DETAIL PLACEMENT OF SOD AT PAVEMENT VERTICAL CURB DETAIL NITS NITS NTS 3 1 •2 ' PORTLAND CEMENT CONC. PAVEMENT 1. GENERAL RIGID PAVEMENT CONSIS75 OF CONSTRUCTING A SPECIFIED �!- � I . i i I� I i " I PORTLAND CEMENT CONCRETE PAVING ON A PREPARED _r SUBGRADE THE UTILITIES AND OTHER ITEMS IN AND BENEATH T r . �� - -- --�}` THE STREET MUST BE PROPERLY COORDINATED YNTH THE - I �' �� -1 =� `I i CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS. I - IfI 1 H R- THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF ALL SUPERVISION, LABOR. MATERIALS, EQUIPMENT AND f INCIDENTAL NECESSARY FOR THE PROPOSED RIGID r' ./'f: +, i ,r; ',••',>/r ;•'f PAVEMENT CONSTRUCTION IN ACCORDANCE WITH THE UNDISTURid APPROVED DRAWINGS AND SPECIFICATION. EARTH NOT REMOVE LEADERS REMOVE DEAD AND NJURED TWIGS 4" - 2 PLY REINFORCED BEER OR PLASTIC HOSE WHITE SURVEYOR'S TAGGING TAPE APPROX. 6' LENGTH 3 EACH 12 GA. GALVANIZED WIRES - SPACED 120' AROUND TREE AND SET AT A 45' ANGLE MOUND TO 7FORM SAUCER REMOVE BURLAP -FROM AROUND TOP OF BALL 3 EACH #68 DUCKBILL ANCHORS OR EQUAL "PLANTING SOIL MIXTURE LIMIT OF PAVEMENT, LIMEROCK, STABILIZED SUBGRADE AND ANY OTHER PAVEMENT. RELATED MATERIAL OR DENSE PAVEMENT PAVEMENT 17 PROPOSED PLANTER BED WITH CLEAN SUITABLE PNCOMPACTED PLANTING FILL PREVENT NO OBSTRUCTIONS TO REVENT PLANT GROWTH I LIMITS OF PLANTER TYPICAL PLANTER DETAIL NTS LJ N-f0 SPECIFICATIONS OF INSTALLING A BARRIER: Q 1. MINIM UN 1 U RADIUS TO BE PROTECTED: 0000 A. HARDWOODS: 2/3 OF THE DRIPUNE OR 6', WHICHEVER IS GREATER. B. PINES: DRIPLINE OR 6', WHICHEVER IS GREATER. 00 2. METHOD OF ERECTION (SEE DETAIL) O A. MINIMUN HEIGHT OF UPRIGHTS 3' AND NO LESS THAN 274* LUMBER. 0 B. UPRIGHTS SHOULD HAVE HORIZONTAL RIBBONING AT THE TOP AND 12' BELOW THE TOP. N I I C. UPRIGHTS SHOULD BE SPACED AT NO MORE THAN 4' -5' INTERVALS. I I I I D. HORIZONTAL MEMBERS OF NO LESS THAN 1'x2' LUMBER. I I I 1 1 I I I I I I I NOTE; 1 1 I I 1 I A lie I 1. BARRIERS ARE TO BE ERECTED AROUND RENAMING TREES BEFORE 1 CONSTRUCTION, GRADING, OR ANY TREES ARE REMOVED. 1 I I i D 2. PLACE NO HEAVY EQUIPMEXr INSIDE MAER; ONLY NAND LABOR. I I 13. PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS MOE BARRIER AREA. I 14. BARRIERS ARE TO IBM IN PLACE UNTIL ALL PAVING, CONSTRUCTION IS I � -2/3 Dripllnel -- I I I COMPLETED AND HEAVY EQUIPMENTS IS OUT THE AREA l Full Dripline ---- I I 15. EITHER RIBBON OR WOODEN BARRIER MAY BE USE FOR HARDWOODS -- -Full Dripline__- OR PINES. ABBON BARR�R I MOOD BAR R A : 3'4"4" 8 : 12" C 4' -5' D 1"x2" PROTECTIVE BARRIER DETAIL FINISH OR PA t0 /2"1 RADIUS NTS PSI CONIC. IIUM BROOM FINISH RADIUS - BASE Sti_ •F I j' .,5 -:fir; �,: ...s:�.c:kr,-; ^',`;;,; - =,�:.. :::r -_�'; i=f•,r'�- •>Y.:`:t ..�.C'G`.�._',,z;!•.; .:w'i's'fAa2_.... COMPACTED SUBBASE NOTES: 1. INSTALL EXPANSION JOINTS EVERY 50 FEET. 2. CURBS SHALL HAVE t" DEEP CONTROL JOINT EVERY 10 FAT. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. DROP CURB DETAIL NTS 2. CONCRETE STRENGTH REWIRED: SIDEWALK ENCROACHES ON PRIVATE 1. 6" - 3000 PSI CONCRETE W /6X6 W/2.1X2.1 WINE ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE PROPERTY. A R.O.W. EASEMENT FOR 2. 12' STABILIZED SUBBASE TO MIN LBR OF 40 do TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BYH� EASEMENT WIDTH VARIES PEDESTRIAN TRAFFIC SHALL BE COMPACTED TO 95X MAX DRY DENSITY (ASTM 01557) ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3 AND i PROVIDED PRIOR TO C.O. TO BE PLACED IN 2 -6' LIFTS. 4.8.3. 3. 1/4' PREMOLDED EXPANSION JOINT STRIP - "ZIP- STRIP' 1 I O 20' -0' O.C. MAX. NOTE: W ! REFER TO THIS DETAIL FOR BOTH RIGHT -OF -WAY AND PRIVATE z 1 J I VEHICULAR USE CONCRETE PAVEMENT. CONCRETE PAVEMENT DETAIL ' NTS 6 3,000 PSI CONC. I W/ 6X6 1010 WWF a- I HP =6.30 MODIFY EXISTING CURB 5.27 1� 5.35 9.75% ASPHALT PAVEMENT :11V PAVEMENT BASE 4. $ t 5 X EXISTING BASE THICKNESS) AS REQUIRED 1 n BASE MATERIAL SHALL BE PLACED EXISTING BASE IN 6' COMPACTED LAYERS TO Sall OF MAX. DENSITY AS DETERMINED BY 2. AASHTO T -180 12" MATCH EXISTING PAVEMENT 1 -1 2 " MIN. I TRENCH BACKFILL-1' u =,Xl BACK FILL FOR TRENCH SHALL BE NEW UTILITY IN 12" COMPACTED LAYERS TO V 1 10076 MAXIMUM DENSITY AS NOTES: DETERMINED BY AASHTO T -99 1. LAB REPORTS FOR DENSITIES ARE REQUIRED WHEN PAVEMENT REPAIRS ARE MADE IN THE RIGHT OF WAY. 2. SAW CUT EXISTING PAVEMENT AT ALL PAVEMENT TRANSITIONS BEFORE NEW PAVEMENT IS APPLIED. 3. PAVEMENT TRANSITIONS SHALL BE CONSISTENT ON THE SURFACE FOR A SMOOTH CONDITION. 4. NEW PAVEMENT BASE SHALL BE 1.5 X THE THICKNESS OF THE EXISTING PAVEMENT BASE. PAVEMENT REPAIR DETAIL Ak 2.0% I 7 0% M - 1 .•'.< �• -• - � rr-; /.y;J *'�'"r ";,•r =': •� °r "r'.', ^" er r-__..:.:>:z._::�;�'t�r._. �...... -._.. .. '�'``�'� i wr `''2"..•.:�; +'r :•:•r'� -�-> �"S �: v:_ti ,..:- !�; >,.�, •�S.F,`�.SJ.'1r. >i`r:.�•fr�3�s `f�i,`� �• 4: 1- • I 12" STABILIZED "SUB -BASE 1 SIDEWALK SHALL BE 6" THICK I® DRIVEWAY CROSSING DRIVEWAY SECTION NTS CIVIL SITE DETAILS SCALE NONE O aCII,Vi RKt! lffiD JUL 1 -6 2907 c T"'° r : � d =re's+ •• +Yti%`a 9 ='ed 1� �� Q Q I I 111111 CD z Z O W - W Z � W Z U/ � Zo= ONm O � mW (L I LI 0_ O- W W Z Z co 0 0 N 4 LL' '� •I .I <� ee=� . C -4 Cfi' F- ta! {{2 N a 4 r .g z l� 1St w W UKl G3 -' 0Q �. im LLI I a Ltl Z .N yzb. �Q•' mod' M � � M M 7E n C3 ( N � e � �v �i a� rn r•. O M ■ oM I m M, 0 li N Cal C 0 W � In a, 0 1h IL r Z �I � w � = W � � m Q @6 r � r 3 N mc J PROJECT : - ORIG. DATE: 08/18/06 DRAWN BY: AVF SCALE: AS SHOWN SHEET #: w NTS GRADE - PLACE SOD 1/2' PAVEMENT SURFACE #4 GALVANIZED O M -mss - 0 ^ tQUAL EQUAL STANDARD PREFABRICATED WHEEL STOP OX. 6" HIGH, 9" WIDE AND 7' -0" LONG PRECAST OF 3,500 PSI AIR- ENTRAINEDPARKING S1 CONCRETE WITH CHAMFERED CORNERS STRIP AND DRAINAGE SLOTS ON THE UNDERSIDE WHEELSTOP DETAIL NTS , TREE PLe1V U NO s• 1. REMOVE STAKES AND SUPPORT WIRE AFTER ONE COMPLETE GROWING SEASON. 2. PLANTING HOLES MUST BE SLOPED (NOT COMPACTED) AND A MINIMUM OF 18 -24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL 3. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. 4. TO PREVENT FUNGAL INFECTION, MULCH SHALL BE PULLED BACK A FEW INCHES FROM THE BASE OF NEW TREES. 3' MIN. 5. IF SOIL AMENDMENTS ARE MULCH NECESSARY, A SUITABLE SOIL LAYER MIXTURE SHALL BE USED IN THE i ENTIRE PLANTING AREA (NOT JUST THE PLANT PIT) TO A DEPTH CONSISTENT WITH THE ROOT 't DEVELOPMENT OF THE PROPOSED PLANT MATERIAL 6. ALL REQUIRED LANDSCAPING SHALL iz BE FLORIDA GRADE #1 OR BETTER. TREE PLANTING DETAIL NTS UNCOMPACTED FILL 6" SURFACE LEVEL UNCOMPACTED FILL (SUITABLE FOR 1" RADIUS (SUITABLE FOR LANDSCAPE MATERIAL 4 f LANDSCAPE MATERIAL) /-PAVEMENT LF ; rT AVEMENT AVEMENT BASE ,.___ ' Rµ µ w. • ; ;, r i• I. -_ a:�i;:; io PAVEMENT BASE 1 _., sl ai ; - •; r ••: r-. - r ?,�G ; �._ ..� r,,, , a �� t i 2 ._.., i !:e••,n,;� ,'' l � •� ` _ = C.,• =, • '. i` "•. i „'__t....., _ _ ' •� ••j i:_"• � ^ ' e•,,;�,, ;'iF r•; 'y r ; -c.Z"� • t`•i ' r'.r -E., 9 i'ti, -s r �•_:.�r� - f'�,- �,1�"} %"4.i ; 'j -�� I '� •-_« " :.t "_�F,',s•: 4 ( Yr,. �."(•�•,� r S• y? 1-i r..v ''^�..! ( �+'` °. r 3 .: 2' : C`..i }.; "1-c _i' a ,',fl�•t, „ -� -';.0 "'p.;"•.f "+ ").'� �„S"iI ✓ iK t, ;, �;. •- c.0 :5• �' �,a�,�c�= -i• „r" �r",� _,., i'. -� I � �,'::•i: ''r i'; -i "'�: "'' :.: 'jam ''i.i'G.K"d.; �t ,� „q ='}•� ^•5i`> A4 r 4 . •{ .4r u :V • �._ 4L J• e•u• l r • � % „(:, � ✓;fir -.. >:•t'�` '3 _ i 4.�''•• .,�,� - , � ,• �'n f._ y A ..rye i - - '. •. _. ,,.,q .v 2 EACH #4 .� r • <t.� t, �} ;; ^.• a 'ACTED SUBBASE C t. •r:, �•: � 5� t 4 `U 14'7 'S• s. S OMP . , r , ..._„rs ��. r' �5. �,..., �zlzz.__. r3,:, �' �.sY�z,:,�,.77,a- ,.�_w...�.1;,_ ACTED SUBBASE NOTES: 1. REFER TO PLAN FOR LANDSCAPE PROTECTION MEASURES SUCH AS NOTES: WHEEL STOPS. NOTES: 1. MAINTAIN FULL DEPTH OF VERTICAL CURB FOR TRANSITION. 2. THIS CONDITION SHALL NOT BE USED FOR TRANSITION TO GRASS 2. LAST VERTICAL REBAR FOR EXTRUDED CURB SHALL BE 24' PARKING. 1. INSTALL EXPANSION JOINTS EVERY 50 FEET. FROM END OF TRANSITION. 2. CURBS SHALL HAVE I" DEEP CONTROL JOINT EVERY 10 FEET. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. CURB TRANSITION DETAIL PLACEMENT OF SOD AT PAVEMENT VERTICAL CURB DETAIL NITS NITS NTS 3 1 •2 ' PORTLAND CEMENT CONC. PAVEMENT 1. GENERAL RIGID PAVEMENT CONSIS75 OF CONSTRUCTING A SPECIFIED �!- � I . i i I� I i " I PORTLAND CEMENT CONCRETE PAVING ON A PREPARED _r SUBGRADE THE UTILITIES AND OTHER ITEMS IN AND BENEATH T r . �� - -- --�}` THE STREET MUST BE PROPERLY COORDINATED YNTH THE - I �' �� -1 =� `I i CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS. I - IfI 1 H R- THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF ALL SUPERVISION, LABOR. MATERIALS, EQUIPMENT AND f INCIDENTAL NECESSARY FOR THE PROPOSED RIGID r' ./'f: +, i ,r; ',••',>/r ;•'f PAVEMENT CONSTRUCTION IN ACCORDANCE WITH THE UNDISTURid APPROVED DRAWINGS AND SPECIFICATION. EARTH NOT REMOVE LEADERS REMOVE DEAD AND NJURED TWIGS 4" - 2 PLY REINFORCED BEER OR PLASTIC HOSE WHITE SURVEYOR'S TAGGING TAPE APPROX. 6' LENGTH 3 EACH 12 GA. GALVANIZED WIRES - SPACED 120' AROUND TREE AND SET AT A 45' ANGLE MOUND TO 7FORM SAUCER REMOVE BURLAP -FROM AROUND TOP OF BALL 3 EACH #68 DUCKBILL ANCHORS OR EQUAL "PLANTING SOIL MIXTURE LIMIT OF PAVEMENT, LIMEROCK, STABILIZED SUBGRADE AND ANY OTHER PAVEMENT. RELATED MATERIAL OR DENSE PAVEMENT PAVEMENT 17 PROPOSED PLANTER BED WITH CLEAN SUITABLE PNCOMPACTED PLANTING FILL PREVENT NO OBSTRUCTIONS TO REVENT PLANT GROWTH I LIMITS OF PLANTER TYPICAL PLANTER DETAIL NTS LJ N-f0 SPECIFICATIONS OF INSTALLING A BARRIER: Q 1. MINIM UN 1 U RADIUS TO BE PROTECTED: 0000 A. HARDWOODS: 2/3 OF THE DRIPUNE OR 6', WHICHEVER IS GREATER. B. PINES: DRIPLINE OR 6', WHICHEVER IS GREATER. 00 2. METHOD OF ERECTION (SEE DETAIL) O A. MINIMUN HEIGHT OF UPRIGHTS 3' AND NO LESS THAN 274* LUMBER. 0 B. UPRIGHTS SHOULD HAVE HORIZONTAL RIBBONING AT THE TOP AND 12' BELOW THE TOP. N I I C. UPRIGHTS SHOULD BE SPACED AT NO MORE THAN 4' -5' INTERVALS. I I I I D. HORIZONTAL MEMBERS OF NO LESS THAN 1'x2' LUMBER. I I I 1 1 I I I I I I I NOTE; 1 1 I I 1 I A lie I 1. BARRIERS ARE TO BE ERECTED AROUND RENAMING TREES BEFORE 1 CONSTRUCTION, GRADING, OR ANY TREES ARE REMOVED. 1 I I i D 2. PLACE NO HEAVY EQUIPMEXr INSIDE MAER; ONLY NAND LABOR. I I 13. PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS MOE BARRIER AREA. I 14. BARRIERS ARE TO IBM IN PLACE UNTIL ALL PAVING, CONSTRUCTION IS I � -2/3 Dripllnel -- I I I COMPLETED AND HEAVY EQUIPMENTS IS OUT THE AREA l Full Dripline ---- I I 15. EITHER RIBBON OR WOODEN BARRIER MAY BE USE FOR HARDWOODS -- -Full Dripline__- OR PINES. ABBON BARR�R I MOOD BAR R A : 3'4"4" 8 : 12" C 4' -5' D 1"x2" PROTECTIVE BARRIER DETAIL FINISH OR PA t0 /2"1 RADIUS NTS PSI CONIC. IIUM BROOM FINISH RADIUS - BASE Sti_ •F I j' .,5 -:fir; �,: ...s:�.c:kr,-; ^',`;;,; - =,�:.. :::r -_�'; i=f•,r'�- •>Y.:`:t ..�.C'G`.�._',,z;!•.; .:w'i's'fAa2_.... COMPACTED SUBBASE NOTES: 1. INSTALL EXPANSION JOINTS EVERY 50 FEET. 2. CURBS SHALL HAVE t" DEEP CONTROL JOINT EVERY 10 FAT. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. DROP CURB DETAIL NTS 2. CONCRETE STRENGTH REWIRED: SIDEWALK ENCROACHES ON PRIVATE 1. 6" - 3000 PSI CONCRETE W /6X6 W/2.1X2.1 WINE ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE PROPERTY. A R.O.W. EASEMENT FOR 2. 12' STABILIZED SUBBASE TO MIN LBR OF 40 do TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BYH� EASEMENT WIDTH VARIES PEDESTRIAN TRAFFIC SHALL BE COMPACTED TO 95X MAX DRY DENSITY (ASTM 01557) ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3 AND i PROVIDED PRIOR TO C.O. TO BE PLACED IN 2 -6' LIFTS. 4.8.3. 3. 1/4' PREMOLDED EXPANSION JOINT STRIP - "ZIP- STRIP' 1 I O 20' -0' O.C. MAX. NOTE: W ! REFER TO THIS DETAIL FOR BOTH RIGHT -OF -WAY AND PRIVATE z 1 J I VEHICULAR USE CONCRETE PAVEMENT. CONCRETE PAVEMENT DETAIL ' NTS 6 3,000 PSI CONC. I W/ 6X6 1010 WWF a- I HP =6.30 MODIFY EXISTING CURB 5.27 1� 5.35 9.75% ASPHALT PAVEMENT :11V PAVEMENT BASE 4. $ t 5 X EXISTING BASE THICKNESS) AS REQUIRED 1 n BASE MATERIAL SHALL BE PLACED EXISTING BASE IN 6' COMPACTED LAYERS TO Sall OF MAX. DENSITY AS DETERMINED BY 2. AASHTO T -180 12" MATCH EXISTING PAVEMENT 1 -1 2 " MIN. I TRENCH BACKFILL-1' u =,Xl BACK FILL FOR TRENCH SHALL BE NEW UTILITY IN 12" COMPACTED LAYERS TO V 1 10076 MAXIMUM DENSITY AS NOTES: DETERMINED BY AASHTO T -99 1. LAB REPORTS FOR DENSITIES ARE REQUIRED WHEN PAVEMENT REPAIRS ARE MADE IN THE RIGHT OF WAY. 2. SAW CUT EXISTING PAVEMENT AT ALL PAVEMENT TRANSITIONS BEFORE NEW PAVEMENT IS APPLIED. 3. PAVEMENT TRANSITIONS SHALL BE CONSISTENT ON THE SURFACE FOR A SMOOTH CONDITION. 4. NEW PAVEMENT BASE SHALL BE 1.5 X THE THICKNESS OF THE EXISTING PAVEMENT BASE. PAVEMENT REPAIR DETAIL Ak 2.0% I 7 0% M - 1 .•'.< �• -• - � rr-; /.y;J *'�'"r ";,•r =': •� °r "r'.', ^" er r-__..:.:>:z._::�;�'t�r._. �...... -._.. .. '�'``�'� i wr `''2"..•.:�; +'r :•:•r'� -�-> �"S �: v:_ti ,..:- !�; >,.�, •�S.F,`�.SJ.'1r. >i`r:.�•fr�3�s `f�i,`� �• 4: 1- • I 12" STABILIZED "SUB -BASE 1 SIDEWALK SHALL BE 6" THICK I® DRIVEWAY CROSSING DRIVEWAY SECTION NTS CIVIL SITE DETAILS SCALE NONE O aCII,Vi RKt! lffiD JUL 1 -6 2907 c T"'° r : � d =re's+ •• +Yti%`a 9 ='ed 1� �� Q Q I I 111111 CD z Z O W - W Z � W Z U/ � Zo= ONm O � mW (L I LI 0_ O- W W Z Z co 0 0 N 4 LL' '� •I .I <� ee=� . C -4 Cfi' F- ta! {{2 N a 4 r .g z l� 1St w W UKl G3 -' 0Q �. im LLI I a Ltl Z .N yzb. �Q•' mod' M � � M M 7E n C3 ( N � e � �v �i a� rn r•. O M ■ oM I m M, 0 li N Cal C 0 W � In a, 0 1h IL r Z �I � w � = W � � m Q @6 r � r 3 N mc J PROJECT : - ORIG. DATE: 08/18/06 DRAWN BY: AVF SCALE: AS SHOWN SHEET #: w TREE PLANTING DETAIL NTS UNCOMPACTED FILL 6" SURFACE LEVEL UNCOMPACTED FILL (SUITABLE FOR 1" RADIUS (SUITABLE FOR LANDSCAPE MATERIAL 4 f LANDSCAPE MATERIAL) /-PAVEMENT LF ; rT AVEMENT AVEMENT BASE ,.___ ' Rµ µ w. • ; ;, r i• I. -_ a:�i;:; io PAVEMENT BASE 1 _., sl ai ; - •; r ••: r-. - r ?,�G ; �._ ..� r,,, , a �� t i 2 ._.., i !:e••,n,;� ,'' l � •� ` _ = C.,• =, • '. i` "•. i „'__t....., _ _ ' •� ••j i:_"• � ^ ' e•,,;�,, ;'iF r•; 'y r ; -c.Z"� • t`•i ' r'.r -E., 9 i'ti, -s r �•_:.�r� - f'�,- �,1�"} %"4.i ; 'j -�� I '� •-_« " :.t "_�F,',s•: 4 ( Yr,. �."(•�•,� r S• y? 1-i r..v ''^�..! ( �+'` °. r 3 .: 2' : C`..i }.; "1-c _i' a ,',fl�•t, „ -� -';.0 "'p.;"•.f "+ ").'� �„S"iI ✓ iK t, ;, �;. •- c.0 :5• �' �,a�,�c�= -i• „r" �r",� _,., i'. -� I � �,'::•i: ''r i'; -i "'�: "'' :.: 'jam ''i.i'G.K"d.; �t ,� „q ='}•� ^•5i`> A4 r 4 . •{ .4r u :V • �._ 4L J• e•u• l r • � % „(:, � ✓;fir -.. >:•t'�` '3 _ i 4.�''•• .,�,� - , � ,• �'n f._ y A ..rye i - - '. •. _. ,,.,q .v 2 EACH #4 .� r • <t.� t, �} ;; ^.• a 'ACTED SUBBASE C t. •r:, �•: � 5� t 4 `U 14'7 'S• s. S OMP . , r , ..._„rs ��. r' �5. �,..., �zlzz.__. r3,:, �' �.sY�z,:,�,.77,a- ,.�_w...�.1;,_ ACTED SUBBASE NOTES: 1. REFER TO PLAN FOR LANDSCAPE PROTECTION MEASURES SUCH AS NOTES: WHEEL STOPS. NOTES: 1. MAINTAIN FULL DEPTH OF VERTICAL CURB FOR TRANSITION. 2. THIS CONDITION SHALL NOT BE USED FOR TRANSITION TO GRASS 2. LAST VERTICAL REBAR FOR EXTRUDED CURB SHALL BE 24' PARKING. 1. INSTALL EXPANSION JOINTS EVERY 50 FEET. FROM END OF TRANSITION. 2. CURBS SHALL HAVE I" DEEP CONTROL JOINT EVERY 10 FEET. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. CURB TRANSITION DETAIL PLACEMENT OF SOD AT PAVEMENT VERTICAL CURB DETAIL NITS NITS NTS 3 1 •2 ' PORTLAND CEMENT CONC. PAVEMENT 1. GENERAL RIGID PAVEMENT CONSIS75 OF CONSTRUCTING A SPECIFIED �!- � I . i i I� I i " I PORTLAND CEMENT CONCRETE PAVING ON A PREPARED _r SUBGRADE THE UTILITIES AND OTHER ITEMS IN AND BENEATH T r . �� - -- --�}` THE STREET MUST BE PROPERLY COORDINATED YNTH THE - I �' �� -1 =� `I i CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS. I - IfI 1 H R- THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF ALL SUPERVISION, LABOR. MATERIALS, EQUIPMENT AND f INCIDENTAL NECESSARY FOR THE PROPOSED RIGID r' ./'f: +, i ,r; ',••',>/r ;•'f PAVEMENT CONSTRUCTION IN ACCORDANCE WITH THE UNDISTURid APPROVED DRAWINGS AND SPECIFICATION. EARTH NOT REMOVE LEADERS REMOVE DEAD AND NJURED TWIGS 4" - 2 PLY REINFORCED BEER OR PLASTIC HOSE WHITE SURVEYOR'S TAGGING TAPE APPROX. 6' LENGTH 3 EACH 12 GA. GALVANIZED WIRES - SPACED 120' AROUND TREE AND SET AT A 45' ANGLE MOUND TO 7FORM SAUCER REMOVE BURLAP -FROM AROUND TOP OF BALL 3 EACH #68 DUCKBILL ANCHORS OR EQUAL "PLANTING SOIL MIXTURE LIMIT OF PAVEMENT, LIMEROCK, STABILIZED SUBGRADE AND ANY OTHER PAVEMENT. RELATED MATERIAL OR DENSE PAVEMENT PAVEMENT 17 PROPOSED PLANTER BED WITH CLEAN SUITABLE PNCOMPACTED PLANTING FILL PREVENT NO OBSTRUCTIONS TO REVENT PLANT GROWTH I LIMITS OF PLANTER TYPICAL PLANTER DETAIL NTS LJ N-f0 SPECIFICATIONS OF INSTALLING A BARRIER: Q 1. MINIM UN 1 U RADIUS TO BE PROTECTED: 0000 A. HARDWOODS: 2/3 OF THE DRIPUNE OR 6', WHICHEVER IS GREATER. B. PINES: DRIPLINE OR 6', WHICHEVER IS GREATER. 00 2. METHOD OF ERECTION (SEE DETAIL) O A. MINIMUN HEIGHT OF UPRIGHTS 3' AND NO LESS THAN 274* LUMBER. 0 B. UPRIGHTS SHOULD HAVE HORIZONTAL RIBBONING AT THE TOP AND 12' BELOW THE TOP. N I I C. UPRIGHTS SHOULD BE SPACED AT NO MORE THAN 4' -5' INTERVALS. I I I I D. HORIZONTAL MEMBERS OF NO LESS THAN 1'x2' LUMBER. I I I 1 1 I I I I I I I NOTE; 1 1 I I 1 I A lie I 1. BARRIERS ARE TO BE ERECTED AROUND RENAMING TREES BEFORE 1 CONSTRUCTION, GRADING, OR ANY TREES ARE REMOVED. 1 I I i D 2. PLACE NO HEAVY EQUIPMEXr INSIDE MAER; ONLY NAND LABOR. I I 13. PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS MOE BARRIER AREA. I 14. BARRIERS ARE TO IBM IN PLACE UNTIL ALL PAVING, CONSTRUCTION IS I � -2/3 Dripllnel -- I I I COMPLETED AND HEAVY EQUIPMENTS IS OUT THE AREA l Full Dripline ---- I I 15. EITHER RIBBON OR WOODEN BARRIER MAY BE USE FOR HARDWOODS -- -Full Dripline__- OR PINES. ABBON BARR�R I MOOD BAR R A : 3'4"4" 8 : 12" C 4' -5' D 1"x2" PROTECTIVE BARRIER DETAIL FINISH OR PA t0 /2"1 RADIUS NTS PSI CONIC. IIUM BROOM FINISH RADIUS - BASE Sti_ •F I j' .,5 -:fir; �,: ...s:�.c:kr,-; ^',`;;,; - =,�:.. :::r -_�'; i=f•,r'�- •>Y.:`:t ..�.C'G`.�._',,z;!•.; .:w'i's'fAa2_.... COMPACTED SUBBASE NOTES: 1. INSTALL EXPANSION JOINTS EVERY 50 FEET. 2. CURBS SHALL HAVE t" DEEP CONTROL JOINT EVERY 10 FAT. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. DROP CURB DETAIL NTS 2. CONCRETE STRENGTH REWIRED: SIDEWALK ENCROACHES ON PRIVATE 1. 6" - 3000 PSI CONCRETE W /6X6 W/2.1X2.1 WINE ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE PROPERTY. A R.O.W. EASEMENT FOR 2. 12' STABILIZED SUBBASE TO MIN LBR OF 40 do TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BYH� EASEMENT WIDTH VARIES PEDESTRIAN TRAFFIC SHALL BE COMPACTED TO 95X MAX DRY DENSITY (ASTM 01557) ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3 AND i PROVIDED PRIOR TO C.O. TO BE PLACED IN 2 -6' LIFTS. 4.8.3. 3. 1/4' PREMOLDED EXPANSION JOINT STRIP - "ZIP- STRIP' 1 I O 20' -0' O.C. MAX. NOTE: W ! REFER TO THIS DETAIL FOR BOTH RIGHT -OF -WAY AND PRIVATE z 1 J I VEHICULAR USE CONCRETE PAVEMENT. CONCRETE PAVEMENT DETAIL ' NTS 6 3,000 PSI CONC. I W/ 6X6 1010 WWF a- I HP =6.30 MODIFY EXISTING CURB 5.27 1� 5.35 9.75% ASPHALT PAVEMENT :11V PAVEMENT BASE 4. $ t 5 X EXISTING BASE THICKNESS) AS REQUIRED 1 n BASE MATERIAL SHALL BE PLACED EXISTING BASE IN 6' COMPACTED LAYERS TO Sall OF MAX. DENSITY AS DETERMINED BY 2. AASHTO T -180 12" MATCH EXISTING PAVEMENT 1 -1 2 " MIN. I TRENCH BACKFILL-1' u =,Xl BACK FILL FOR TRENCH SHALL BE NEW UTILITY IN 12" COMPACTED LAYERS TO V 1 10076 MAXIMUM DENSITY AS NOTES: DETERMINED BY AASHTO T -99 1. LAB REPORTS FOR DENSITIES ARE REQUIRED WHEN PAVEMENT REPAIRS ARE MADE IN THE RIGHT OF WAY. 2. SAW CUT EXISTING PAVEMENT AT ALL PAVEMENT TRANSITIONS BEFORE NEW PAVEMENT IS APPLIED. 3. PAVEMENT TRANSITIONS SHALL BE CONSISTENT ON THE SURFACE FOR A SMOOTH CONDITION. 4. NEW PAVEMENT BASE SHALL BE 1.5 X THE THICKNESS OF THE EXISTING PAVEMENT BASE. PAVEMENT REPAIR DETAIL Ak 2.0% I 7 0% M - 1 .•'.< �• -• - � rr-; /.y;J *'�'"r ";,•r =': •� °r "r'.', ^" er r-__..:.:>:z._::�;�'t�r._. �...... -._.. .. '�'``�'� i wr `''2"..•.:�; +'r :•:•r'� -�-> �"S �: v:_ti ,..:- !�; >,.�, •�S.F,`�.SJ.'1r. >i`r:.�•fr�3�s `f�i,`� �• 4: 1- • I 12" STABILIZED "SUB -BASE 1 SIDEWALK SHALL BE 6" THICK I® DRIVEWAY CROSSING DRIVEWAY SECTION NTS CIVIL SITE DETAILS SCALE NONE O aCII,Vi RKt! lffiD JUL 1 -6 2907 c T"'° r : � d =re's+ •• +Yti%`a 9 ='ed 1� �� Q Q I I 111111 CD z Z O W - W Z � W Z U/ � Zo= ONm O � mW (L I LI 0_ O- W W Z Z co 0 0 N 4 LL' '� •I .I <� ee=� . C -4 Cfi' F- ta! {{2 N a 4 r .g z l� 1St w W UKl G3 -' 0Q �. im LLI I a Ltl Z .N yzb. �Q•' mod' M � � M M 7E n C3 ( N � e � �v �i a� rn r•. O M ■ oM I m M, 0 li N Cal C 0 W � In a, 0 1h IL r Z �I � w � = W � � m Q @6 r � r 3 N mc J PROJECT : - ORIG. DATE: 08/18/06 DRAWN BY: AVF SCALE: AS SHOWN SHEET #: w NOTES: 1. REFER TO PLAN FOR LANDSCAPE PROTECTION MEASURES SUCH AS NOTES: WHEEL STOPS. NOTES: 1. MAINTAIN FULL DEPTH OF VERTICAL CURB FOR TRANSITION. 2. THIS CONDITION SHALL NOT BE USED FOR TRANSITION TO GRASS 2. LAST VERTICAL REBAR FOR EXTRUDED CURB SHALL BE 24' PARKING. 1. INSTALL EXPANSION JOINTS EVERY 50 FEET. FROM END OF TRANSITION. 2. CURBS SHALL HAVE I" DEEP CONTROL JOINT EVERY 10 FEET. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. CURB TRANSITION DETAIL PLACEMENT OF SOD AT PAVEMENT VERTICAL CURB DETAIL NITS NITS NTS 3 1 •2 ' PORTLAND CEMENT CONC. PAVEMENT 1. GENERAL RIGID PAVEMENT CONSIS75 OF CONSTRUCTING A SPECIFIED �!- � I . i i I� I i " I PORTLAND CEMENT CONCRETE PAVING ON A PREPARED _r SUBGRADE THE UTILITIES AND OTHER ITEMS IN AND BENEATH T r . �� - -- --�}` THE STREET MUST BE PROPERLY COORDINATED YNTH THE - I �' �� -1 =� `I i CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS. I - IfI 1 H R- THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF ALL SUPERVISION, LABOR. MATERIALS, EQUIPMENT AND f INCIDENTAL NECESSARY FOR THE PROPOSED RIGID r' ./'f: +, i ,r; ',••',>/r ;•'f PAVEMENT CONSTRUCTION IN ACCORDANCE WITH THE UNDISTURid APPROVED DRAWINGS AND SPECIFICATION. EARTH NOT REMOVE LEADERS REMOVE DEAD AND NJURED TWIGS 4" - 2 PLY REINFORCED BEER OR PLASTIC HOSE WHITE SURVEYOR'S TAGGING TAPE APPROX. 6' LENGTH 3 EACH 12 GA. GALVANIZED WIRES - SPACED 120' AROUND TREE AND SET AT A 45' ANGLE MOUND TO 7FORM SAUCER REMOVE BURLAP -FROM AROUND TOP OF BALL 3 EACH #68 DUCKBILL ANCHORS OR EQUAL "PLANTING SOIL MIXTURE LIMIT OF PAVEMENT, LIMEROCK, STABILIZED SUBGRADE AND ANY OTHER PAVEMENT. RELATED MATERIAL OR DENSE PAVEMENT PAVEMENT 17 PROPOSED PLANTER BED WITH CLEAN SUITABLE PNCOMPACTED PLANTING FILL PREVENT NO OBSTRUCTIONS TO REVENT PLANT GROWTH I LIMITS OF PLANTER TYPICAL PLANTER DETAIL NTS LJ N-f0 SPECIFICATIONS OF INSTALLING A BARRIER: Q 1. MINIM UN 1 U RADIUS TO BE PROTECTED: 0000 A. HARDWOODS: 2/3 OF THE DRIPUNE OR 6', WHICHEVER IS GREATER. B. PINES: DRIPLINE OR 6', WHICHEVER IS GREATER. 00 2. METHOD OF ERECTION (SEE DETAIL) O A. MINIMUN HEIGHT OF UPRIGHTS 3' AND NO LESS THAN 274* LUMBER. 0 B. UPRIGHTS SHOULD HAVE HORIZONTAL RIBBONING AT THE TOP AND 12' BELOW THE TOP. N I I C. UPRIGHTS SHOULD BE SPACED AT NO MORE THAN 4' -5' INTERVALS. I I I I D. HORIZONTAL MEMBERS OF NO LESS THAN 1'x2' LUMBER. I I I 1 1 I I I I I I I NOTE; 1 1 I I 1 I A lie I 1. BARRIERS ARE TO BE ERECTED AROUND RENAMING TREES BEFORE 1 CONSTRUCTION, GRADING, OR ANY TREES ARE REMOVED. 1 I I i D 2. PLACE NO HEAVY EQUIPMEXr INSIDE MAER; ONLY NAND LABOR. I I 13. PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS MOE BARRIER AREA. I 14. BARRIERS ARE TO IBM IN PLACE UNTIL ALL PAVING, CONSTRUCTION IS I � -2/3 Dripllnel -- I I I COMPLETED AND HEAVY EQUIPMENTS IS OUT THE AREA l Full Dripline ---- I I 15. EITHER RIBBON OR WOODEN BARRIER MAY BE USE FOR HARDWOODS -- -Full Dripline__- OR PINES. ABBON BARR�R I MOOD BAR R A : 3'4"4" 8 : 12" C 4' -5' D 1"x2" PROTECTIVE BARRIER DETAIL FINISH OR PA t0 /2"1 RADIUS NTS PSI CONIC. IIUM BROOM FINISH RADIUS - BASE Sti_ •F I j' .,5 -:fir; �,: ...s:�.c:kr,-; ^',`;;,; - =,�:.. :::r -_�'; i=f•,r'�- •>Y.:`:t ..�.C'G`.�._',,z;!•.; .:w'i's'fAa2_.... COMPACTED SUBBASE NOTES: 1. INSTALL EXPANSION JOINTS EVERY 50 FEET. 2. CURBS SHALL HAVE t" DEEP CONTROL JOINT EVERY 10 FAT. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. DROP CURB DETAIL NTS 2. CONCRETE STRENGTH REWIRED: SIDEWALK ENCROACHES ON PRIVATE 1. 6" - 3000 PSI CONCRETE W /6X6 W/2.1X2.1 WINE ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE PROPERTY. A R.O.W. EASEMENT FOR 2. 12' STABILIZED SUBBASE TO MIN LBR OF 40 do TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BYH� EASEMENT WIDTH VARIES PEDESTRIAN TRAFFIC SHALL BE COMPACTED TO 95X MAX DRY DENSITY (ASTM 01557) ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3 AND i PROVIDED PRIOR TO C.O. TO BE PLACED IN 2 -6' LIFTS. 4.8.3. 3. 1/4' PREMOLDED EXPANSION JOINT STRIP - "ZIP- STRIP' 1 I O 20' -0' O.C. MAX. NOTE: W ! REFER TO THIS DETAIL FOR BOTH RIGHT -OF -WAY AND PRIVATE z 1 J I VEHICULAR USE CONCRETE PAVEMENT. CONCRETE PAVEMENT DETAIL ' NTS 6 3,000 PSI CONC. I W/ 6X6 1010 WWF a- I HP =6.30 MODIFY EXISTING CURB 5.27 1� 5.35 9.75% ASPHALT PAVEMENT :11V PAVEMENT BASE 4. $ t 5 X EXISTING BASE THICKNESS) AS REQUIRED 1 n BASE MATERIAL SHALL BE PLACED EXISTING BASE IN 6' COMPACTED LAYERS TO Sall OF MAX. DENSITY AS DETERMINED BY 2. AASHTO T -180 12" MATCH EXISTING PAVEMENT 1 -1 2 " MIN. I TRENCH BACKFILL-1' u =,Xl BACK FILL FOR TRENCH SHALL BE NEW UTILITY IN 12" COMPACTED LAYERS TO V 1 10076 MAXIMUM DENSITY AS NOTES: DETERMINED BY AASHTO T -99 1. LAB REPORTS FOR DENSITIES ARE REQUIRED WHEN PAVEMENT REPAIRS ARE MADE IN THE RIGHT OF WAY. 2. SAW CUT EXISTING PAVEMENT AT ALL PAVEMENT TRANSITIONS BEFORE NEW PAVEMENT IS APPLIED. 3. PAVEMENT TRANSITIONS SHALL BE CONSISTENT ON THE SURFACE FOR A SMOOTH CONDITION. 4. NEW PAVEMENT BASE SHALL BE 1.5 X THE THICKNESS OF THE EXISTING PAVEMENT BASE. PAVEMENT REPAIR DETAIL Ak 2.0% I 7 0% M - 1 .•'.< �• -• - � rr-; /.y;J *'�'"r ";,•r =': •� °r "r'.', ^" er r-__..:.:>:z._::�;�'t�r._. �...... -._.. .. '�'``�'� i wr `''2"..•.:�; +'r :•:•r'� -�-> �"S �: v:_ti ,..:- !�; >,.�, •�S.F,`�.SJ.'1r. >i`r:.�•fr�3�s `f�i,`� �• 4: 1- • I 12" STABILIZED "SUB -BASE 1 SIDEWALK SHALL BE 6" THICK I® DRIVEWAY CROSSING DRIVEWAY SECTION NTS CIVIL SITE DETAILS SCALE NONE O aCII,Vi RKt! lffiD JUL 1 -6 2907 c T"'° r : � d =re's+ •• +Yti%`a 9 ='ed 1� �� Q Q I I 111111 CD z Z O W - W Z � W Z U/ � Zo= ONm O � mW (L I LI 0_ O- W W Z Z co 0 0 N 4 LL' '� •I .I <� ee=� . C -4 Cfi' F- ta! {{2 N a 4 r .g z l� 1St w W UKl G3 -' 0Q �. im LLI I a Ltl Z .N yzb. �Q•' mod' M � � M M 7E n C3 ( N � e � �v �i a� rn r•. O M ■ oM I m M, 0 li N Cal C 0 W � In a, 0 1h IL r Z �I � w � = W � � m Q @6 r � r 3 N mc J PROJECT : - ORIG. DATE: 08/18/06 DRAWN BY: AVF SCALE: AS SHOWN SHEET #: w FINISH OR PA t0 /2"1 RADIUS NTS PSI CONIC. IIUM BROOM FINISH RADIUS - BASE Sti_ •F I j' .,5 -:fir; �,: ...s:�.c:kr,-; ^',`;;,; - =,�:.. :::r -_�'; i=f•,r'�- •>Y.:`:t ..�.C'G`.�._',,z;!•.; .:w'i's'fAa2_.... COMPACTED SUBBASE NOTES: 1. INSTALL EXPANSION JOINTS EVERY 50 FEET. 2. CURBS SHALL HAVE t" DEEP CONTROL JOINT EVERY 10 FAT. 3. THIS DETAIL IS FOR ON -SITE CONDITIONS ONLY. DO NOT USE FOR RIGHT -OF -WAY CONSTRUCTION. DROP CURB DETAIL NTS 2. CONCRETE STRENGTH REWIRED: SIDEWALK ENCROACHES ON PRIVATE 1. 6" - 3000 PSI CONCRETE W /6X6 W/2.1X2.1 WINE ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE PROPERTY. A R.O.W. EASEMENT FOR 2. 12' STABILIZED SUBBASE TO MIN LBR OF 40 do TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BYH� EASEMENT WIDTH VARIES PEDESTRIAN TRAFFIC SHALL BE COMPACTED TO 95X MAX DRY DENSITY (ASTM 01557) ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3 AND i PROVIDED PRIOR TO C.O. TO BE PLACED IN 2 -6' LIFTS. 4.8.3. 3. 1/4' PREMOLDED EXPANSION JOINT STRIP - "ZIP- STRIP' 1 I O 20' -0' O.C. MAX. NOTE: W ! REFER TO THIS DETAIL FOR BOTH RIGHT -OF -WAY AND PRIVATE z 1 J I VEHICULAR USE CONCRETE PAVEMENT. CONCRETE PAVEMENT DETAIL ' NTS 6 3,000 PSI CONC. I W/ 6X6 1010 WWF a- I HP =6.30 MODIFY EXISTING CURB 5.27 1� 5.35 9.75% ASPHALT PAVEMENT :11V PAVEMENT BASE 4. $ t 5 X EXISTING BASE THICKNESS) AS REQUIRED 1 n BASE MATERIAL SHALL BE PLACED EXISTING BASE IN 6' COMPACTED LAYERS TO Sall OF MAX. DENSITY AS DETERMINED BY 2. AASHTO T -180 12" MATCH EXISTING PAVEMENT 1 -1 2 " MIN. I TRENCH BACKFILL-1' u =,Xl BACK FILL FOR TRENCH SHALL BE NEW UTILITY IN 12" COMPACTED LAYERS TO V 1 10076 MAXIMUM DENSITY AS NOTES: DETERMINED BY AASHTO T -99 1. LAB REPORTS FOR DENSITIES ARE REQUIRED WHEN PAVEMENT REPAIRS ARE MADE IN THE RIGHT OF WAY. 2. SAW CUT EXISTING PAVEMENT AT ALL PAVEMENT TRANSITIONS BEFORE NEW PAVEMENT IS APPLIED. 3. PAVEMENT TRANSITIONS SHALL BE CONSISTENT ON THE SURFACE FOR A SMOOTH CONDITION. 4. NEW PAVEMENT BASE SHALL BE 1.5 X THE THICKNESS OF THE EXISTING PAVEMENT BASE. PAVEMENT REPAIR DETAIL Ak 2.0% I 7 0% M - 1 .•'.< �• -• - � rr-; /.y;J *'�'"r ";,•r =': •� °r "r'.', ^" er r-__..:.:>:z._::�;�'t�r._. �...... -._.. .. '�'``�'� i wr `''2"..•.:�; +'r :•:•r'� -�-> �"S �: v:_ti ,..:- !�; >,.�, •�S.F,`�.SJ.'1r. >i`r:.�•fr�3�s `f�i,`� �• 4: 1- • I 12" STABILIZED "SUB -BASE 1 SIDEWALK SHALL BE 6" THICK I® DRIVEWAY CROSSING DRIVEWAY SECTION NTS CIVIL SITE DETAILS SCALE NONE O aCII,Vi RKt! lffiD JUL 1 -6 2907 c T"'° r : � d =re's+ •• +Yti%`a 9 ='ed 1� �� Q Q I I 111111 CD z Z O W - W Z � W Z U/ � Zo= ONm O � mW (L I LI 0_ O- W W Z Z co 0 0 N 4 LL' '� •I .I <� ee=� . C -4 Cfi' F- ta! {{2 N a 4 r .g z l� 1St w W UKl G3 -' 0Q �. im LLI I a Ltl Z .N yzb. �Q•' mod' M � � M M 7E n C3 ( N � e � �v �i a� rn r•. O M ■ oM I m M, 0 li N Cal C 0 W � In a, 0 1h IL r Z �I � w � = W � � m Q @6 r � r 3 N mc J PROJECT : - ORIG. DATE: 08/18/06 DRAWN BY: AVF SCALE: AS SHOWN SHEET #: w w ¢ U) it ; co REFER TO PLAN FOR EROSION CONTROL LOCATIONS 3,000 PSI CONCRETE 6X6 1010 WWF—I #4 BARD -"461-- MITERED END SECTION DETAIL NTS (DESIGN B roM USE TRAFFIC GRATE 2 —SIDED GRATE SEAT— PER FDOT INDEX #232 #4 REBAR ® 12" 3 -1/2" IN VEHICULAR USE AREAS O.C. E.W. — TYPICAL 8" 8„ NI 11 15 2' -0" uuuuu 4 a /8' CONCRETE WALL 18" RCP MAX. 24" RCP MAX. 4,000 PSI ® 28 DAYS 18 "X12" ERCP MAX. 23 "X14" ERCP MAX. NOTES: 1. THIS DETAIL IS FOR PRIVATE PROPERTY ONLY. REFER TO FDOT INDEX #232 FOR WORK WITHIN THE RIGHT —OF —WAY. 2. CUT PIPES FLUSH WITH INSIDE FACE OF INLET WALLS. 3. MORTAR BOTTOM TO MATCH INVERT OF OUTFALL PIPE. TYPE "C" INLET DETAIL NITS SECTION D -D NTS .DING WALL AGE OR V ROOF LEADER CONNECTION OR ADAPTER TO DOWNSPOUT REFER TO ARCHETECTURAL PLANS BUILDING WALL SITE CONTRACTOR SHALL NSTALL ROOF LEADER { TO THIS POINT FINISH GRADE 45' FITTING BUILDING FOOTING MAIN LEADER 45' FITTING NOTES: 1. REFER TO SITE PLANS FOR PIPE SIZES AND SPECIFICATIONS. 2. SITEWORK CONTRACTOR IS RESPONSIBLE FOR ALL LABOR AND MATERIAL UP TO THE DOWNSPOUT CONNECTION. 3. ACTUAL DOWNSPOUT CONNECTION SHALL BE SUPPLIED AND INSTALLED BY BUILDING CONTRACTOR. ROOF LEADER CONNECTION DETAIL LL L LL C r� n BUILDING WALL GARAGE FLOOR BUILDING 1 GARAGE FLOOR ..�..� ...- �. «.. �• 1'4f.`.[ i i IM, X71 t1�tL C� _ r LF. TYPICAL POND SECTION CmC. NTS TYPICAL POND SECTION AmA. NTS DRAWING FILE NAME & 1347E INFO. 5/3/2007 11:12 AM 0M- Sffl-W0Bff-%-25-07'dq w J w 0- o_ FREEBOARD EL. =6.2_5 1'OB= =5.75 — . #BOT =4.75 I SIDEW PAVEMENT —i I 1 1 w z J 1�7 x 4' 5' 21.6 0 (ISTING SIDEWALK 6' 9.6' 6' 1� w cl- 6.30 SOD SLOPES EXiS'Pil" GRADE �.,' � � _.._...,._. � wu_...__.. _ — FREEBOARD EL_ =6.2_5 - — T08= =5.75 SLO SUMP =4.25 • ,�r � :,^ fir.._ .�,: ,v�, .,�': •_F• <<;,r�;;,� 1 1 TYPICAL POND SECTION BmB. NTS SITE DRAINAGE DETAILS SCALE: NONE jUL 16 2007 i uuuuu a /8' CONCRETE WALL 18" RCP MAX. 24" RCP MAX. 4,000 PSI ® 28 DAYS 18 "X12" ERCP MAX. 23 "X14" ERCP MAX. NOTES: 1. THIS DETAIL IS FOR PRIVATE PROPERTY ONLY. REFER TO FDOT INDEX #232 FOR WORK WITHIN THE RIGHT —OF —WAY. 2. CUT PIPES FLUSH WITH INSIDE FACE OF INLET WALLS. 3. MORTAR BOTTOM TO MATCH INVERT OF OUTFALL PIPE. TYPE "C" INLET DETAIL NITS SECTION D -D NTS .DING WALL AGE OR V ROOF LEADER CONNECTION OR ADAPTER TO DOWNSPOUT REFER TO ARCHETECTURAL PLANS BUILDING WALL SITE CONTRACTOR SHALL NSTALL ROOF LEADER { TO THIS POINT FINISH GRADE 45' FITTING BUILDING FOOTING MAIN LEADER 45' FITTING NOTES: 1. REFER TO SITE PLANS FOR PIPE SIZES AND SPECIFICATIONS. 2. SITEWORK CONTRACTOR IS RESPONSIBLE FOR ALL LABOR AND MATERIAL UP TO THE DOWNSPOUT CONNECTION. 3. ACTUAL DOWNSPOUT CONNECTION SHALL BE SUPPLIED AND INSTALLED BY BUILDING CONTRACTOR. ROOF LEADER CONNECTION DETAIL LL L LL C r� n BUILDING WALL GARAGE FLOOR BUILDING 1 GARAGE FLOOR ..�..� ...- �. «.. �• 1'4f.`.[ i i IM, X71 t1�tL C� _ r LF. TYPICAL POND SECTION CmC. NTS TYPICAL POND SECTION AmA. NTS DRAWING FILE NAME & 1347E INFO. 5/3/2007 11:12 AM 0M- Sffl-W0Bff-%-25-07'dq w J w 0- o_ FREEBOARD EL. =6.2_5 1'OB= =5.75 — . #BOT =4.75 I SIDEW PAVEMENT —i I 1 1 w z J 1�7 x 4' 5' 21.6 0 (ISTING SIDEWALK 6' 9.6' 6' 1� w cl- 6.30 SOD SLOPES EXiS'Pil" GRADE �.,' � � _.._...,._. � wu_...__.. _ — FREEBOARD EL_ =6.2_5 - — T08= =5.75 SLO SUMP =4.25 • ,�r � :,^ fir.._ .�,: ,v�, .,�': •_F• <<;,r�;;,� 1 1 TYPICAL POND SECTION BmB. NTS SITE DRAINAGE DETAILS SCALE: NONE jUL 16 2007 Flu- aC �1 Ri C r ' ow ' -- { uj ' O" 0_ Cc 1 c:r-o- CFO M M M n o n �e N X a -v w a �- > ao drn mMM c man we o CL I PROJECT :- ORIG. DATE: 08/18/06 DRAWN BY: AVf SCALE: AS SHOWN i uuuuu Flu- aC �1 Ri C r ' ow ' -- { uj ' O" 0_ Cc 1 c:r-o- CFO M M M n o n �e N X a -v w a �- > ao drn mMM c man we o CL I PROJECT :- ORIG. DATE: 08/18/06 DRAWN BY: AVf SCALE: AS SHOWN it ..: a �� ii _; Approved Backflow Ford Meter Flange Prevention Device (Flanged) Ford Angle Valve (Flanged) Flow % 8 NOTE: Device must be installed level. Brass Nipple Meter * APPROVED R.P. DEVICES (Flanged) Hersey -Beeco Model FRP II c L Watts Model 909 or 009 v� Conbraco 40200 MV) E o -0 U) cn * APPROVED DOUBLE -CHECK VALVES 1210 U Hersey -Beeco Model FDC Watts Model 709 or 007 Conbraco 40100 TYPICAL SINGLE DEVICE 1 1 /2" and 2" MODELS TYPICAL METER SETS W/ BACKFLOW PREVENTERS NTS CITY OF CLEARWATER INDEX NO. 405 NOTES: 1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER. 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE SHEET NO. 3). THESE SERVICES TO BE CONSISTANT WITHIN THE SUBDIVISION. DRIVEWAYS SHALL NOT BE BUILT OVER METERS. 3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR 0 150 P.S.I.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. 4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER do SANITARY SEWER LINES. 5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS. LARGEST SERVICE CONNECTION TO A 4" MAIN IS 1 1/2" and LARGEST TO ANY MAIN IS 20 . 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36 ". Threaded Corporation Stop Curb Stop MUELLER H 15 UELLER H14350 with Lock or approved equal (Tap at 45' Angle) Wing and Compression inlet or approved equal Saddle if Required See Note 5 ` Water Service Tubing Driscopipe 5100 or Endot /Yardley Blue Jet, SDR 9, 3408 Polyethylene Saddle shall have double %<,\ stainless steel straps with epoxy coated ductile iron body. Water Main WATER MAIN SERVICE CONNECTION DETAIL NTS CITY OF CLEARWATER INDEX NO. 401 THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - OUTLET BRANCH 3. OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. LAST TWO(2) JOINTS ON A DEAD END RUN (min. 36') 7. LAST TWO(2) JOINTS ON A HYDRANT RUNOUT (min. 36') L -�•� � Thrust Restraint (Typ.) Restraining Gasket (Typ.) J L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) NOM. PIPE SIZE ELBOWS (deg.) 11.25 22.50 45 90 VALVE TEES 4 3 5 8 12 9 6 4 6 10 15 11 8 4 7 13 20 14 10 1 5 9 15 25 18 12 1 6 10 17 1 29 21 16 1 6 13 1 26 1 63 70 DRAWrNG PILE NAME & WE INFO: 5/3/2007 11:12 AM NOTE: THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST -GRIP GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. DUCTILE IRON PIPE RESTRAINT NTS CITY OF CLEARWATER INDEX NO. 403 DEIL-SIW- Wd$1lE- 04-25 -07A" all Valve Bibb -- Galvanized Galvanized -� orporation Saddle I Restrained 2" Tapped Plug END CONNECTION TOP CONNECTION TEMPORARY BLOWOFF AND SAMPLE TAP NTS CITY OF CLEARWATER INDEX NO. 408 THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - OUTLET BRANCH 3. OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. LAST TWO (2) JOINTS ON A DEAD END RUN (min. 36') 7. LAST TWO (2) JOINTS ON A HYDRANT RUNOUT (min. 36') L � �Megalug Restrainer (Typ.) SOUP l Ebba 1500 Series (Typ.) EXISTING GRADE n• EXISTING PAVEMENT EXISTING ROAD BASE Y i COMPACT IN NOTE: 12 LAYERS 1. TRENCHES LOCATED UNDER PAVEMENT SHALL BE COMPACTED TO IOOX OF MAXIMUN DENSITY BY AAS.H.T.O. T -99, METHOD C. 2. TRENCHES NOT LOCATED UNDER PAVEMENT t12" ABOVE SHALL BE COMPACTED TO A FIRMNESS PIPE EQUAL TO THAT OF THE SOIL ADJACENT COMPACT IN TO THE TRENCH. 6* LAYERS 3. REPLACEMENT OF PAVED SURFACES SHALL , BE MADE IN ACCORDANCE TO APPLICABLE R ATE LOCAL REGULATIONS. WATER CCOMPI IN 3" IA1;ER3 1 PIPE 1- I DIA. TRENCH BACKFILL DETAIL .i Stop Less Check MUELLER H14350 with Lock Wing and Compression inlet or approved equal Threaded Corporation Stop MUELLER H15008 or approved equal ( TAP AT 45' ANGLE ) Saddle required on 4" P.V.C. only Water Service Tubing Driscopipe 5100 or Saddle shall have double x.� Endot/Yardley Blue Jet, stainless steel straps with epoxy coated SDR 9, 3408 Polyethylene ductile iron body. Water Main CHLORINATION TAP NTS CITY OF CLEARWATER INDEX NO. 408 Adjustable Valve Box When Valve Occurs L = MINIMUM LENGTH TO Dr- RESTRAINED ON EACH SIDE OF FITTING (ft.) NOM. PIPE SIZE ELBOWS (deg.) 11.25 22.50 45 90 4 3 5 8 12 E21 6 4 6 10 15 8 4 7 13 20 10 5 9 15 25 12 6 10 17 29 NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 RESTRAINERS. PVC PIPE RESTRAINT NTS CITY OF CLEARWATER INDEX NO. 403 Connecting Piece w /integrally cast Mech. Joint Gland on one End -D.I. Rotatable Mech. Joint Gland on Other End. Valve and Hydrant Tee w /D.I. Rotatable Mech. Joint Gland on Plain End Branch. in Roadway, set Base on 10- Common Brick. N c w iu 0 I v N O C CL 0 ' Water Main ' Mech. Joint Valve Restraining Joint TYPICAL VALVE SETTING CROSS- SECTION NTS CITY OF CLEARWATER INDEX NO. 402 U - Fire Hydrant Assembly (Typ.) Length Varies (See Note 1) Mech. Joint Valve NOTES: 1. On Hydrants Requiring Runout Last Two Joints Must Be Restrained Per Detail 403 (2 of 2). PLAN VIEW NTS Water Main Cleanout Plug Concrete Pad 4" Thick x V -6" Sq. 6" or 8 "- 1/8 Bend- Plug (See Note) Sewer Main ___/ NOTE: Cleanout plug to be U.S. Foundry 7621 or equal. STANDARD CLEAN OUT DETAIL (SANITARY) NTS CITY OF CLEARWATER INDEX NO. 304 lox Joint Valve ONLY APPROVED Kennedy Guardian No. K -81 A Muller Centurion No. A -423 U.S. Pipe Metropolitan pining Joint (Typ.) 1. Steamer Connection to Face Street. 2. All Fire Hydrants to have 5 1/4" Valve Seat. 3. Fire Hydrants Shall be Placed at Street Corners or in the R.O.W. Adjacent to Side Lot Lines Whenever Possible. TYPICAL FIRE HYDRANT ASSEMBLY NTS CITY OF CLEARWATER INDEX NO. 402 Top View Water Meter Connection Ford Angle Flow _ Valve (Typ.) .Go 2(n Meter 12" Approved Backflow Prevention Device Ford Regulator Adaptor a Brass a) Nipple 01 V) U TYPICAL SINGLE DEVICE 3/4" and 1" MODELS NOTE: APPROVED R.P. DEVICES * APPROVED DOUBLE -CHECK VALVES Device must be installed level. Hersey -Beeco Model FRP II Hersey -Beeco Model FDC Watts Model 909 or 009 Watts Model 709 or 007 Conbraco 40200 Conbroco 40100 TYPICAL METER SETS W/ BACKFLOW PREVENTERS NTS CITY OF CLEARWATER INDEX NO. 405 Restainer Plug BLOWOFF DETAIL Per Detail No. 403 CITY OF CLEARWATER INDEX NO. 404 NTS SITE UTILITY DETAILS SCALE: NONE MISIINVI REC*ff�, D JUIL 16 2007 gVATER 1. GENERAL INFORMATION A. SITE DESCRIPTION: PROJECT NAME: GRAY DOLPHIN CONDOMINIUMS SECTION /TOWNSHIP /RANGE: S 08, T 29 S. R 15 E LOCATION: 1211 DOLPHIN POINT, CLEARWATER, FLORIDA 33767 OWNER'S NAME: GREY DOLPHIN LLC OWNER'S ADDRESS: 14550 58TH STREET N CLEARWATER, FLORIDA 33760 -2805 B: PURPOSE AND WORK DESCRIPTION: CONSTRUCT AN 8 UNIT MULTI -STORY CONDOMINIUM ON A 0.37 AC PARCEL WITH REQUIRED PARKING, STORMWATER MANAGEMENT AND UTILITIES. C. SEQUENCE OF MAJOR EVENTS: 1. INSTALL STAKED; SILT FENCE AS INDICATED ON THE CONSTRUCTION PLANS 2. CLEAR AND GRUB FOR PONDS TO BE USED AS SEDIMENTATION BASINS. 3. EXCAVATE POND! FOR SEDIMENTATION TRAPS FOR SITE RUNOFFS. 4. BEGIN BUILDING; CONSTRUCTION. 5. CONSTRUCT DIVERSION SWALES AROUND PERIMETER OF SITE TO PONDS, AS NECESSARY. 6. INSTALL STORM SEWER SYSTEM AND ITS SILTATION PROTECTION, UTILITIES AND OUTFALL STRUCTURES. 7. EXCAVATE THE REMAINDER OF THE PONDS INCLUDING REMOVAL OF SILT DEPOSITS. 8. STABILIZE STREETS AND PARKING AREAS. 9. CONSTRUCT CURB, BASE AND ASPHALT 10. COMPLETE FINAL SITE GRADING. 11. INSTALL PERMANENT LANDSCAPING ON SITE. REPAIR ANY WASHED OUT AREAS. 12. WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE PROTECTION DEVICES AND PLACE SOD AS NECESSARY. D. TIMING OF CONTROL MEASURES: AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT FENCING, STABILIZED CONSTRUCTION ENTRANCES AND SEDIMENT BASINS SHALL BE CONSTRUCTED PRIOR TO CLEARING; OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH TEMPORARY GRASS AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY, THAT AREA SHALL BE STABILIZED WITH' PERMANENT SOD. AFTER THE ENTIRE SITE STABILIZED, THE ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE TRAPS AND THE STAKED SILT FENCES SHALL BE REMOVED. OR MIM ALE MME & WE INFO. op /ZW /, 11:1'L m DM- SM-.M- x-25-07.dn 11, POLLUTION PREVENTION CONTROLS A. EROSION AND SEDIMENT CONTROLS 1. STABILIZATION PRACTICES: WIND EROSION STABILIZATION THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE GRADED OR ALTERED WITH A TWO (2) WEEK TIME FRAME. ALL PERVIOUS AREAS OF THE SITE INCLUDED IN GRADING THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE GRADED AND PREPARED WITH A COMBINATION OF SOD AND /OR SEEDING AND MULCHING. PAD AREAS CONSTRUCTED IN FUTURE WORK AREAS, WHERE GRADING IS COMPLETE, SHALL BE COMPLETELY SEEDED AND MULCHED. AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY APPLYING A WATER SPRAY TO SATURATE THE SOIL ON A DAILY BASIS (OR MORE OFTEN IF NEED) TO MAINTAIN MINIMAL DUST TRANSPORT. FUGITIVE DUST SHALL BE MONITORED CONTINUOUSLY AND ADDITIONAL MEASURES MAY NEED TO BE TAKEN TO CONTROL OFF SITE TRANSPORT OF UNACCEPTABLE LEVELS OF DUST. TEMPORARY STABILIZATION THE TOPS OF SOILS STOCK PILES AND DISTURBED PORTIONS OF THE SITE, WHERE CONSTRUCTION ACTIVITY WILL CEASE FOR 21 DAYS SHALL BE STABILIZED WITH TEMPORARY GRASS AND MULCH NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE AS MIXTURE OF 20 PARTS OF BERMUDA AND 80 PARTS OF PENSACOLA BAHIA. THE SEPARATE TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE SOWING. SEED WHICH HAS BECOME WET SHALL NOT BE USED. THE MULCH MATERIAL USED SHALL NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR HAY CONSISTING OR OAT, RYE OR WHEAT STRAW, OR OF PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIORATED MULCH WHICH CAN BE READILY CUT INTO THE SOIL, SHALL BE USED. AREAS OF THE SITE WHICH ARE TO BE PAVED WILL BE TEMPORARILY STABILIZED BY APPLYING STABILIZATION AND BASE. PAVEMENT STABILIZATION DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY PERMANENTLY CEASES SHALL BE STABILIZED WITH SOD NO LATER THAN 14 DAY AFTER LAST CONSTRUCTION ACTIVITY. 2. STRUCTURAL PRACTICES: EROSION PROTECTION DURING THE CONSTRUCTION PHASES, APPROPRIATE PRACTICES INCLUDING BUT NOT LIMITED TO SILT FENCE BARRIERS, HAY BALES AND WATERING OR OTHER METHODS NECESSARY WILL BE IMPLEMENTED TO CONTROL FUGITIVE DUST. SEDIMENT BASINS THE STORM WATER MANAGEMENT AREAS (RETENTION AREAS) WILL SERVE AS SEDIMENT BASINS DURING THE CONSTRUCTION PERIOD. AT THE CONTRACTOR'S DISCRETION, THE SEDIMENT BASINS WILL BE CONSTRUCTED TO THE DESIGN CROSS- SECTION OR A MINIMUM OF 2 -FEET BELOW EXISTING GROUND TO ALLOW THE SILT TO BE COLLECTED AND REMOVED PRIOR TO COMPLETION OF THE GRADING. 3. STORM WATER MANAGEMENT: STORM WATER DRAINAGE WILL BE PROVIDED BY A CURB, STORM WATER AND CATCH BASINS SYSTEM FOR THE DEVELOPED AREAS. THE AREAS NOT DEVELOPED SHALL BE GRADED TO LESS THAN 2% SLOPES AND HAVE PERMANENT SEEDING OR PLANTINGS. WHEN CONSTRUCTION IS COMPLETE THE SITE WILL DRAIN TO STORM WATER PONDS THAT WERE UTILIZED AS THE TEMPORARY SEDIMENT BASINS DURING THE CONSTRUCTION PROCESS. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED FORM THE SEDIMENT BASINS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT AL RETENTION /DETENTION AREAS IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS. B. SPECIFIED OTHER CONTROLS 1. WASTE DISPOSAL: WASTE MATERIALS ALL WASTE MATERIAL SHALL BE COLLECTED AND CONTAINED IN A CONTROLLED AREAS PURSUANT TO STATE AND LOCAL SOLID WASTE REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS GENERATED FROM CONSTRUCTION IS TO BE REMOVED FORM THE SITE AND DISPOSED OF APPROPRIATELY. NO CONSTRUCTION MATERIAL SHALL BE BURIED ON SITE. ALL PERSONNEL SHALL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES SHALL BE POSTED IN THE ON -SITE OFFICE TRAILER. THE CONSTRUCTION MANAGER RESPONSIBLE FOR THE DAILY SITE OPERATIONS SHALL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. HAZARDOUS WASTE IF ENCOUNTERED, ALL WASTE MATERIAL SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY STATE AND LOCAL REGULATIONS. THE CONSTRACTOR SHALL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. SANITARY WASTE ALL SANITARY WASTE SHALL BE COLLECTED FORM PORTABLE UNITS BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE AND LOCAL CODES AND REGULATIONS. 2. OFF -SITE VEHICLE TRACKING: STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP' REDUCE OFF -SITE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREETS SHALL BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE.. DUMP TRUCKS HAULING MATERIAL SHALL BE COVERED WITH A TARPAULIN AT ALL TIMES. 111, MAINTENANCE INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL - INSPECTION AND MAINTENANCE PRACTICES THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES SHALL BE USED TO CONTROL EROSION AND SEDIMENT: 1. NO MORE THAN ONE HALF OF THE SITE IS TO BE DENUDED AT ONE TIME. 2. ALL CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR'S REPRESENTATIVE AT LEAST ONCE EACH WEEK AND FOLLOWING ANY STORM EVENT WITH A RAINFALL AMOUNT OF % -INCH OR GREATER. 3. ALLCONTROL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER AND REPAIRED AS NECESSARY WITHIN 24 HOURS OF REPORT. 4. BUILT UP SEDIMENT SHALL BE REMOVED FROM THE SILT FENCE WHEN IT REACHED ONE -THIRD THE HEIGHT OF THE SILT FENCE. 5. SILT FENCE SHALL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT AND TEARS AND TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS AND TO SEE IF THE POST REMAIN FIRMLY IN THE GROUND. 6. THE SEDIMENT BASINS SHALL BE INSPECTED FOR DEPTH OF SEDIMENT. BUILT -UP SEDIMENT SHALL BE REMOVED WHEN THE DEPTH REACHES 10% OF THE DESIGN CAPACITY AND AT THE END OF THE PROJECT. 7. TEMPORARY AND PERMANENT GRASSING, MULCHING AND SODDING SHALL BE INSPECTED FOR BARE SPOTS, WASH -OUTS AND CONDITION. 8. A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH • INSPECTION BY THE CONTRACTOR AND SHALL BE KEPT IN AN ACTIVE LOG THAT IS READILY AVAILABLE AT THE JOB SITE. 9. EITHER THE SITE SUPERINTENDENT OR HIS DESIGNEES SHALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE, REPAIR ACTIVITIES AND FOR COMPLETION OF THE INSPECTION AND MAINTENANCE REPORTS. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHAL RECEIVE TRAINING AND INSTRUCTION FROM THE SITE SUPERINTENDENT AND BE' TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION CONTROLS USED ON -SITE IN GOOD WORKING ORDER. IV, SPILL PREVENTION A. MATERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE MATERIAL MANAGEMENT PRACTICES THAT SHALL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORMWATER RUNOFF. GENERAL MANAGEMENT: THE FOLLOWING PRACTICES SHALL BE FOLLOWED DURING THE CONSTRUCTION PROJECT TO MAINTAIN ORDER: EFFORTS SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT TO COMPLETE THE PROJECT. ALL MATERIALS STORED ON SITE SHALL KEPT IN -A NEAT ORDERLY MANNER IN APPROPRIATE CONTAINERS AND, IF POSSIBLE AND APPROPRIATE, UNDER A ROOF, OR IN A CONTAINER OR ENCLOSURE. PRODUCTS SHALL BE KEPT IN THE ORIGINAL MANUFACTURER'S LABELED CONTAINER. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS IT IS RECOMMENDED TO DO SO BY THE MANUFACTURER. WHENEVER POSSIBLE , ALL OF THE PRODUCT SHALL BE USED BEFORE DISPOSING OF THE CONTAINER. EMPTY CONTAINERS SHALL BE DISPOSED PROPERLY ON A REGULAR BASIS. MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED. THE SITE SUPERINTENDENT SHALL INSPECT THE SITE DAILY FOR PROPER USE AND DISPOSAL OF CONSTRUCTION MATERIAL. HAZARDOUS PRODUCTS: THE FOLLOWING PRACTICES AARE TO BE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS UNLESS THEY ARE NOT RE- SEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY INFORMATION SHALL BE RETAINED, AS THEY CONTAIN IMPORTANT PRODUCT INFORMATION. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S AS WELL AS LOCAL AND STATE RECOMMENDED DISPOSAL METHODS SHALL , BE FOLLOWED. PETROLEUM PRODUCTS: ALL ON -SITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE POSSIBILITY OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ON THE SITE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. FERTILIZERS: FERTILIZERS USED ON -SITE SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, THE FERTILIZER SHALL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE SHALL BE IN A COVERED SHED. THE CONTENTS ON ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. PAINTS: ALL PAINT CONTAINERS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT BEING USED. EXCESS PAINT SHALL NOT BE DISCHARGED TO THE STORM WATER SYSTEM OR TO THE GROUND, BUT MUST BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. CONCRETE TRUCKS: THE CONTRACTOR SHALL DESIGNATE AN AREA FOR THE DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER AND SHALL INSTALL A CONTAINMENT BERM AROUND THE AREA TO PREVENT RUNOFF TO THE SITE. HARDENED CONCRETE WASTE SHALL BE DISPOSED OF BY CONTRACTOR UPON COMPLETION OF THE PROJECT. B. SPILL CONTROL PRACTICES IN ADDITION TO THE GENERAL SITE AND MATERIAL MANAGEMENTS PRACTICES PRESENTED IN PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP. MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEAN UP SHALL BE CLEARLY POSTED AND SITE PERSONNEL SHALL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND THE CLEANUP SUPPLIES. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEAN UP SHALL BE KEPT IN THE MATERIAL STORAGE AREA ON THE SITE. EQUIPMENT AND MATERIAL SHALL INCLUDE, BUT NOT BE LIMITED TO, BROOMS, DUST PANS, MOPS, GLOVES, GOGGLES, RAGS , SHOVELS, SAND, SAWDUST AND PLASTIC AND METAL TRASH CONTAINERS. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER THEY ARE DISCOVERED. SPILLS SHALL BE KEPT WELL - VENTILATED AND PERSONNEL SHALL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FORM CONTACT WITH HAZARDOUS SUBSTANCES. SPILLS OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED TO THE APPROPRIATE STATE OF LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. THE SPILL PREVENTION PLAN SHALL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT SPILLS FROM RE- OCCURRING AND THE PROPER CLEANUP PROCEDURES FOR FUTURE USE. A DESCRIPTION OF THE SPILL, ITS CAUSE AND THE CLEANUP MEASURES USED SHALL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAILY SITE OPERATION SHALL BE THE SPILL PREVENTION AND CLEAN UP COORDINATOR, HE OF SHE SHALL DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEAN UP TRIANING. THESE INDIVIDUALS SHALL EACH BECOME RESPONSIBLE FOR T A PARTICULAR PHASE(S) OF PREVENTION AND CLEAN UP. THE NAMES OF THE RESPONSIBLE SPILL PERSONNEL SHALL BE POSTED IN THE MATERIAL STORAGE AREA OR IN THE OFFICE TRAILER. V. NON =STORMWATER DISCHARGE IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES WILL OCCUR FORM THE SITE DURING THE CONSTRUCTION PERIOD: 1. WATER FROM WATER MAIN FLUSHING. 2. PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). 3. UNCONTAMINATED GROUNDWATER (FROM EXCAVATION DEWATERING). CLEAN DISCHARGES FROM WELLPOINTING MAY BE DISCHARGED DIRECTLY TO COMPLETED /CONNECTED STORM SEWER AND/OR- COMPLETED AND STABILIZED STORMWATER OUTFALLS. ALL OTHER DISCHARGES SHALL BE DIRECTED TO SEDIMENT BASINS PRIOR TO DISCHARGE. IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES SHALL NOT OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: FERTILIZERS DETERGENTS CLEANING SOLVENTS TAR SAND MASONRY BLOCKS STONE WOOD ROOFING SHINGLES GLASS METAL STUDS PETROLEUM PRODUCTS PAINT CONCRETE VI. COMPLIANCE AND CERTIFICATIONS NOTICE OF TERMINATION: A NOTICE OF TERMINATION SHALL BE SUBMITTED TO THE EPA, OR ITS DESIGNEE, AFTER THE CONSTRUCTION HAS BEEN COMPLETED AND THE SITE HAS UNDERGONE FINAL STABILIZATION. REGULATORY COMPLIANCE: CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS: THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS THE LOCAL GOVERNING JURISDICTION AND THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ( SWFWMD) REQUIREMENTS FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL AS ESTABLISHED BY THE LOCAL JUSRISDICTION'S LAND DEVELOPMENT CODE AND THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 40D -4 AND 40D -40. TO ENSURE COMPLIANCE, THIS PLAN WAS PREPARED IN ACCORDANCE WITH SWFWMD WITH SWFWMD'S "BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ". PREPARERS CERTIFICATION: POLLUTION PREVENTION PLAN CERTIFICATION: TO THE BEST OF MY KNOWLEDGE, I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSON DESIGNATED TO MANAGE THE SYSTEM, OR THOSE PERSON DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINES AND IMPRISONMENT FOR KNOWING VIOLATIONS. OWNER:------ - - - - -- NAME:-------------- - - - - -- TITLE -------------------- - - ---- SIGNATURE: DATE:--- CONTRACTORS CERTIFICATION l CERTIFY UNDER PENALTY OF LAW... SIGNATURE COMPANY NAME & ADDRESS RESPONSIBLE FOR.• SIGNATURE: COMPANY: ADDRESS: NAME: GENERAL CONTRACTOR DATE: PHONE: SIGNATURE: COMPANY: ADDRESS: TEMPORARY AND PERMANENT NAME: STABILIZATION DATE: PHONE: SIGNATURE: COMPANY: ADDRESS: STABILIZED CONSTRUCTION NAME: ENTRANCE, EARTH BERMS AND SEDIMENT BASIN(S) DATE: PHONE: SIGNATURE: OWNER �w jLIL 16 2007 'A I'' ..e �.. TN 'l c. pF AN #` � �... � TN'l � i CONSTRUCTION SURFACE CBI' OF CLUrAVATER WATER MANAGEMENT SCALE: NONE NOTE: THIS PLAN IS PART OF AN OVERALL SET OF PLANS. THIS SHEET IS CONSIDERED INVALID UNLESS ACCOMPANIED BY ALL OTHER DRAWINGS IN THE SET OF! PLANS ON THE JOB SITE OR FOR BIDDING PURPOSES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE SET OF PLANS TO ALL THOSE CONDUCTING WORk ON THIS PROJECT. ARAWNG FILE NAME & WE INFO. 5/3/2007 8:35 AY f 4o e l• ME— SAN —M0lE E— %- 25- 07.dwg I1 \= i F �.r r `� .'•� -STY MAS BLD( f 4o e l• ME— SAN —M0lE E— %- 25- 07.dwg I1 \= i F �.r r `� .'•� 04 PlflAf 1p ,f BEST MANAGEMENT LEGEND SILT FENCE — ALSO REFER TO DEMOLITION PLAN AND GRADING PLAN ! Go I 11M. 11 & OTHER SILT BARRIER TREATMENT IF REQUIRED A CONTROL DESCRIPTION TAG — REFER TO SHEET C8.3 C8.3 CONSTRUCTION NOTES 1. ALL PONDS SHALL BE SODDED FROM THE NORMAL WATER LEVEL TO 2' BEYOND THE TOP OF BANK. 2. SOD A 2' WIDE STRIP BEHIND ALL CURBING AND EDGES OF PAVEMENT WHERE CURB IS NOT PRESENT. (MINIMUM REQUIREMENT - REFER TO ADDITIONAL PLANS FOR EXTENTS OF SURFACE TREATMENT) 3. SOD AROUND ALL INLETS, JUNCTION BOXES, ETC. AND GRASS ALL SWALES. BEST MANAGEMENT PRACTICES (BMP) GUIDELINES TYPICAL BEST MANAGEMENT PRACTICES DEVICE LOCATION. SEE BMP DETAIL DRAWINGS (C6.1) FOR BMP PLACEMENT AND DETAILS. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL NECESSARY BMP DEVICES THROUGHOUT THE DURATION OF ALL CONSTRUCTION ACTIVITY OR AS INSTRUCTED BY THE ENGINEER OF RECORD. 2. PRIOR TO ANY EARTHMOVING OPERATIONS, THE CONTRACTOR SHALL INSTALL BMP DEVICES A, B AND C IN THE LOCATIONS SHOWN ON THE PLAN. 3. ALL GRASSING BY EITHER SEED OR SOD SHALL BE INSTALLED AS SOON AS PRACTICALLY POSSIBLE UPON THE COMPLETION OF FINAL GRADING ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ALL GRASSING IN A HEALTHY GROWING ENVIRONMENT UNTIL ACCEPTANCE BY THE ENGINEER OF RECORD. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF WIND AND DUST DURING ALL PHASES OF CONSTRUCTION ACTIVITY BY USING WATER TRUCKS, WIND FENCING OR OTHER DEVICES AS APPROVED BY THE ENGINEER OF RECORD. 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO SAFELY STORE EQUIPMENT, FUEL, OIL AND OTHER HAZERDOUS MATERIALS AND DEVICES IN A MANNER TO PREVENT GREASE, OILS, FUEL AND OTHER HAZARDOUS SUBSTANCES FROM CONTAMINATING THE STORMWATER MANAGEMENT AND COLLECTION SYSTEMS AND PRESERVATION AREAS. f /f BLDG # 223 l r r t 1 LO" R-ECf11i §D 1 6 200 ryry 7 ;LEhr��Af ER BE$T MANAGEMENT PRACTICES �.r r `� .'•� . ` r�f P i r r t 1 LO" R-ECf11i §D 1 6 200 ryry 7 ;LEhr��Af ER BE$T MANAGEMENT PRACTICES NOTES FOR SILT FENCES: �EXISTING Barriers. Sand bags 1. Type III Silt Fence to be used at most locations. Where i / SWALE used in ditches, the spacing for Type III Silt Fence shall be in PRINCIPLE POST accordance with Chart 1. bogs t0 be aid for under the 9 P POSITION- CANTED OPTIONA(VERTST 20' TOWARD FLOW STORM PIPE Y POSITION I 2. Type IV Silt Fence to be used where large sediment loads J LTER FABRIC are anticipated. Suggested use is where fill slope is 1:2 or O steeper and length of slope exceeds 25 feet. Avoid use S. BREAKING STRENGTH ) WITH GALVANIZED where the detained water may back into travel lanes or off EXISTING I the right of way. Y4 cRAOE 3. Do not construct silt fences across permanent flowing : SILT FLOW � o watercourses. Silt fences are to be at upland locations and ±'�� ''`f" turbidity barriers used at permanent bodies of water.��` N 4. Where used as slope protection, silt fence is to be constructed on 0% longitudinal grade to avoid channelizing I runoff along the length of the fence. 5. Silt fence to be aid for under the P contract unit rice for P NOTE: SILT FENCE SHALL NOT BE TRECHEO IN WHERE ADJACENT TO TREES DESIGNATED Staked Silt Fence, ( L.F. ). TO REMAIN. THE SILT FENCE MUST BE SECURED THROUGH THE PLACEMENT OF FILL OVER THE LOWER UP OF THE BARRICADE IN THESE AREAS. 3 3. 0 0 POST POST Place the end post of one fence behind the end post of the other fence as shown. Rotate both posts at least 180 degrees in a clockwise direction to create a tight xf`Y seal with the fabric material. Drive both posts into the ground and bury flop. PLAN VIEW JOINING TWO SILT FENCES NTS EXISTING �- TOP OF BANK I SWALE I l Y , . _ . _ . _ . _ . O 3 PROPOSED SWALE a o O I � ' SILT BARRIER (I (SEE DETAILS) SILT BARRIER APPLICATION AT SWALE INTERSECTION NTS SILT BARRIER APPLICATION AT SWALE STORM PIPE NTS PRINCIPLE POST POSITION- CANTED OPTIONAL POST 20" TOWARD FLOW POSITION (VERTICAL) I POULTRY WASH OR TYPE A FENCE FABRIC FILTER FABRIC SILT FLOW FILTER FABRIC IN CONFORMANCE WITH �- POULTRY MESH ( 20 Go. Min. ) TYPE III IS FENCE DETAIL NTS POST OPTIONS: FILTER FABRIC IN NOTES FOR BALED HAY OR STRAW BARRIERS -° 1. Type I and II Barriers should be spaced in 'accordance e with Chart I. 2. Hay bales shall be trenched 3" to 4" and anchored with s two (2) 1 " x 2" ( or 1 " dia. ) x 4' wood stakes. Stakes ,. of other material or space providing equivalent strength may be used if approved by the Engineer. Stakes other than g + wood shall be removed upon completion of the project. 3. Rails and posts shall be 2" x 4" wood. Other materials 3 providing equivalent strength may be used if approved by the Engineer. 2 4. Adjacent bales shall be butted firmly together. Unavoidable gaps shall be plugged with hay or straw to prevent silt from passing. , 5. Bales to be paid for under the contract unit price for Baled Hay or Straw, EA. The unit price shall include the CONFORMANCE WITH SOFTWOOD 4' DIA. SECTION 985 FDOT SOFTWOOD 4' x 4° SPECIFICATIONS OR EQUAL HARDWOOD 3" DIA. STEEL 1.33 Ibs / ft. Min. NOTE: SILT FENCE SHALL NOT BE TRECHED IN WHERE ADJACENT TO TREES DESIGNATED TO REMAIN. THE SILT FENCE MUST BE SECURED THROUGH THE PLACEMENT OF FILL OVER THE LOWER UP OF THE BARRICADE IN THESE AREAS. ZAQ of OZ �4t TOP OF BANK I EDGE OF WATER SILT FENCE (SEE DETAIL) POND I WHERE A DAM IS REQUIRED WITHIN EXISTING POND FOR CONSTRUCTION OF STORM PIPE, SILT FENCE SHALL BE PLACED BEYOND THE DAM. SILT BARRIER APPLICATION AT PQNDSTORM PIPE NTS • q, ♦ Y V V Y • W �Y Y • • Y i• r W Y i � 'Y W Y FLOW UPLAND SILT BARRIER ALONG WETLAND PERIMETER WETLAND SILT BARRIER NTS Q Vr%m "�• "' INLET TYPICAL CURB AND INLET SOD NTS DRAWING RLE MAZE & DAM INFO. 5/3/2007 11:12 AY OETL- SIW- WgiB1E- Oh25 -0l dwg PER PLANS TYPICAL SWALE SECTION NTS TYPE IV SILT FENCE DETAIL NTS S-! Silt Flow Note: Spacing for Type - -- Fence to be in accordance with Chart -, Sheet 1 of 3 and ditch installations at drainage structures Sheet 2 of 3. Type - -- Silt Fence \0'* S�\t� Note: Type - -- Silt Fence Put Filter Fabric Beneath Grate ,'r Type Silt Fence Protection Around Ditch Bottom Inlets. Do not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. TYPICAL SILT FENCE APPLICATIONS NTS SOD TO BE 2. PLACED 2' BEYOND TOP —�I OF BANK CWL 1� W� PER ° a PLAN PER DETENTION PLAN or RETENTION 1 POND TYPICAL POND SECTION NTS �EXISTING Barriers. Sand bags so 100 150 200 250 coo 350 400 i / SWALE be paid for under the unit price for Sandbagging, CY. I PROPOSED bogs t0 be aid for under the 9 P contract unit rice for P STORM PIPE Y I Y CHART O O S. BREAKING STRENGTH ) WITH GALVANIZED 3 O I I a- 10- CONNECTORS ( TOOL FREE DISCONNECT ) I SILT BARRIER : (SEE DETAILS) CLOSED CELL SOLID PLASTIC FOAM FLOATATION ( 8" DIA. EQUIV. ) 17 LBS. PER FT. BUOYANCY )� SILT BARRIER APPLICATION AT SWALE STORM PIPE NTS PRINCIPLE POST POSITION- CANTED OPTIONAL POST 20" TOWARD FLOW POSITION (VERTICAL) I POULTRY WASH OR TYPE A FENCE FABRIC FILTER FABRIC SILT FLOW FILTER FABRIC IN CONFORMANCE WITH �- POULTRY MESH ( 20 Go. Min. ) TYPE III IS FENCE DETAIL NTS POST OPTIONS: FILTER FABRIC IN NOTES FOR BALED HAY OR STRAW BARRIERS -° 1. Type I and II Barriers should be spaced in 'accordance e with Chart I. 2. Hay bales shall be trenched 3" to 4" and anchored with s two (2) 1 " x 2" ( or 1 " dia. ) x 4' wood stakes. Stakes ,. of other material or space providing equivalent strength may be used if approved by the Engineer. Stakes other than g + wood shall be removed upon completion of the project. 3. Rails and posts shall be 2" x 4" wood. Other materials 3 providing equivalent strength may be used if approved by the Engineer. 2 4. Adjacent bales shall be butted firmly together. Unavoidable gaps shall be plugged with hay or straw to prevent silt from passing. , 5. Bales to be paid for under the contract unit price for Baled Hay or Straw, EA. The unit price shall include the CONFORMANCE WITH SOFTWOOD 4' DIA. SECTION 985 FDOT SOFTWOOD 4' x 4° SPECIFICATIONS OR EQUAL HARDWOOD 3" DIA. STEEL 1.33 Ibs / ft. Min. NOTE: SILT FENCE SHALL NOT BE TRECHED IN WHERE ADJACENT TO TREES DESIGNATED TO REMAIN. THE SILT FENCE MUST BE SECURED THROUGH THE PLACEMENT OF FILL OVER THE LOWER UP OF THE BARRICADE IN THESE AREAS. ZAQ of OZ �4t TOP OF BANK I EDGE OF WATER SILT FENCE (SEE DETAIL) POND I WHERE A DAM IS REQUIRED WITHIN EXISTING POND FOR CONSTRUCTION OF STORM PIPE, SILT FENCE SHALL BE PLACED BEYOND THE DAM. SILT BARRIER APPLICATION AT PQNDSTORM PIPE NTS • q, ♦ Y V V Y • W �Y Y • • Y i• r W Y i � 'Y W Y FLOW UPLAND SILT BARRIER ALONG WETLAND PERIMETER WETLAND SILT BARRIER NTS Q Vr%m "�• "' INLET TYPICAL CURB AND INLET SOD NTS DRAWING RLE MAZE & DAM INFO. 5/3/2007 11:12 AY OETL- SIW- WgiB1E- Oh25 -0l dwg PER PLANS TYPICAL SWALE SECTION NTS TYPE IV SILT FENCE DETAIL NTS S-! Silt Flow Note: Spacing for Type - -- Fence to be in accordance with Chart -, Sheet 1 of 3 and ditch installations at drainage structures Sheet 2 of 3. Type - -- Silt Fence \0'* S�\t� Note: Type - -- Silt Fence Put Filter Fabric Beneath Grate ,'r Type Silt Fence Protection Around Ditch Bottom Inlets. Do not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. TYPICAL SILT FENCE APPLICATIONS NTS SOD TO BE 2. PLACED 2' BEYOND TOP —�I OF BANK CWL 1� W� PER ° a PLAN PER DETENTION PLAN or RETENTION 1 POND TYPICAL POND SECTION NTS cost NOTE: Spacings shown in this chart are based on having the ground line of the upstream barrier at the acme elevation as the overflow of the downstream barrier as shown above. Spacings should be adjusted based on actual site performance. Barriers. Sand bags so 100 150 200 250 coo 350 400 shall be paid for under the unit price for Sandbagging, CY. SPACING ( IN IMr ) Rock bogs t0 be aid for under the 9 P contract unit rice for P RECOMMENDED SPACING FOR BALED HAY BARRIERS AND TYPE III SILT FENCE REFER TO F.D.O.T. INDEX #102 FOR SPECIFIC INFORMATION Rock Bags, EA. CHART a e" VINYL SHEATHED EAW STEEL CABLE ( 9600 S. BREAKING STRENGTH ) WITH GALVANIZED CONNECTORS ( TOOL FREE DISCONNECT ) SLOTTED PVC CONNECTOR PIPE ( METAL COLLAR REINFORCED ) -\ cost of filter fabric for Type I and II Barriers. Sand bags so 100 150 200 250 coo 350 400 shall be paid for under the unit price for Sandbagging, CY. SPACING ( IN IMr ) Rock bogs t0 be aid for under the 9 P contract unit rice for P RECOMMENDED SPACING FOR BALED HAY BARRIERS AND TYPE III SILT FENCE REFER TO F.D.O.T. INDEX #102 FOR SPECIFIC INFORMATION Rock Bags, EA. CHART a e" VINYL SHEATHED EAW STEEL CABLE ( 9600 S. BREAKING STRENGTH ) WITH GALVANIZED CONNECTORS ( TOOL FREE DISCONNECT ) SLOTTED PVC CONNECTOR PIPE ( METAL COLLAR REINFORCED ) -\ CLOSED CELL SOLID PLASTIC FOAM FLOATATION ( 8" DIA. EQUIV. ) 17 LBS. PER FT. BUOYANCY )� CLOSED CELL SOLID PLASTIC FOAM FLOATATION ( 8" DIA. EQUIV. ) ( 12 LBS. PER Fr. BUOYANCY) c 418 OZ. NYLON REINFORCED BREAKING STRENGTH 600 18 OZ. NYLON REINFORCED PVC PVC FABRIC ( 300 PSI TEST FABRID ( 300 PSI TEST) STRESS PLATE We" GALVANIZED W/ LACING GROMMETS y" GALVANIZED CHAIN KHAN o O o c TYPE II TYPE 1 o C 0 = 5' STD. ( SINGLE PANEL FOR DEPTHS 5' OR LESS) COMPONENTS OF TYPES I AND II MAY BE SIMILAR D - 5' STD. ( ADDITIONAL PANEL FOR DEPTHS 5' ) CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. OR IDENTICAL To PROPRIETARY DESIGNS. ANY TWO (2) PANELS TO BE USED FOR DEPTHS GREATER THAN INFRINGEMENT ON THE PROPRIETARY RIGHTS OF 10 FEET UNLESS SPECIAL DEPTH .CURTAINS SPECIFICALLY THE DESIGNER SHAT BE THE SOLE CALLED FOR IN THE PLANS OR AS DETERMINED BY THE RESPONSIBILITY OF THE USER. STUBSTITUTIONS ENGINEER. FOR TYPES I AND II HSALL BE AS APPROVED BY THE ENGINEER. FLOATING TURBIDITY BARRIERS Ditch y5kr, Ditch ;14 DITCH BOTTOM INLET -.-- Sidewalk Curb & Gutters PARTIAL INLET COMPLETED INLET Anchor Boles With 2 - 2" x 2" x 4' Stakes Per Bale PROTECTION AROUND INLETS OR SIMILAR STRUCTURES Note: Bales to be staked at the direction of the Engineer Type A Or B Fence Loose boil mocea tyy bnovel And Lightly Compacted Along Upstream Edge Of Bales BALES BACKED BY FENCE NTS NTS ELEVATION o d U- o, EDGE OF SHOULDER, GRADE VARIES ° ° I ° • • I • • • I s 3 C2 A _ in it o 50' On Centers ( Typ.) 07T $ 3 m E Ve As Required N , FFll°W Boles To Butt ° a. 0 0 % GRADE, LENGTH VARIES ° ° ° ° ° I ° ( ° ° Anchor Boles With m See Below For 2 - 2" x 2" x 4' PLAN ° m Protection At !° PLAN 9 Toe Of Slope ° ° ° ° ° ° ° ° ° ° • ° ° ° Stakes Per Bale Overlap Ends Anchor Bales With SECTION AA 2 2 x x s' Min. S ' Stakee s Per er Bale NOTE: ° Fill Slope Fill Slope Where the slope length exceeds 25 feet, construct one row of bale ° ° ° ° ° o` w barriers at 07. longitudinal grade midway up the slope. Construct two rows of bale barriers where the slope length exceeds 50 feet. ELEVATION ELEVATION A TOE OF SLOPE OR DITCH BOTTOM, GRADE VARIES TO BE USED AT SELECTED SITES WHERE THE NATURAL TO 6E USED AT SELECTED SITES WHERE THE NATURAL ALONG FILL SLOPE GROUND SLOPES TOWARD THE TOE OF SLOPE GROUND SLOPES TOWARD THE TOE OF SLOPE AT TOE OF SLOPE K BARRIERS FOR FILL SLOPES NTS Woven Filter Fabric In Absence Of Established Grass (Approx. 12' x 12'). Secure Edges By Entrenching And Sod Extend Under Bags and Bales. Fabric � � I I �- Shall Meet The Requirements Of Sand Bags Section 965 Of The Standard Specifications. Cost Of Fabric To Be o 0 0 0 0 0 0 0 0 o c 0 Included In The Contract Unit Price now 5' Min. For Baled Hay Or Straw, TN. .. � sod flow Flow ( I Loose Sail Placed By Shovel Loose Soil Placed By Shovel Loose Soil Placed By Shovel And Lightly Compacted Along And Lightly Compacted Along And Lightly Compacted Along PLAN The Upstream Edge Of Bales. The Upstream Edge Of Bales. The Upstream Edge Of Bales. Anchor Bales With P 2- 2'x2 "x4' LAN PLAN Stakes Per Bale Post Roil Post Rail j 5' Ty 1' Min. Recommen S. Ty p 1' Min, Recommen d 1' Min. Recommended Anchor Lower Bales With 2 - 2' x Y x 4' Stakes Per Bale Anchor Sales With 2 - 2" x 2" x 4' Stakes Per Bole ELEVATION Anchor Top Bales With Lower Bales 2 - 2' x 2' x 4' Stakes Per Bale ELEVATION ELEVATION Spacing: Bale barriers for paved ditches should be spaced in Application and Spacing: The use of Type I & Type II bale barriers should be limited to the accordance with Chart I, Sheet 1 of 3, Index No. 102 conditions outlined in Chart I, Sheet 1 of 3, Index No. 102 TYPE II TYPE I BARRIER FOR UNPAVED DITCHES rN1 BARRIER FOR PAVED DITCH SOD REQUIRED I >1 6 SEED PERMITTED <1 6 GRASS SLOPES N.T.S. TYPICAL SLOPE ee SEED vs. SOD NTS NTS J NTS ai'*N P, W s� 6 2007 P "r'V Aga "I" , , I li�ffiTER C' I� e�-5 BEST MANAGEMENT DETAILS SCALE: NONE I NOTE: THIS PLAN IS PART OF AN OVERALL SET OF PLANS. THIS SHEET IS CONSIDERED INVALID UNLESS ACCOMPANIED BY ALL OTHER DRAWINGS IN THE SET OF PLANS ON THE JOB SITE OR FOR BIDDING PURPOSES. THE 1GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE SET OF PLANS TO ALL THOSE CONDUCTING WORK ON THIS PROJECT. TREE SCHEDULE '.SIZE (at installation) TREE E0. CITY SCEMM NA CO l N= SIZE REWl -----N WO �' UM Nr FLOREA DROtIEIT TOLERAIft' Al 5 QUERCUS 19R( AM LIVE OAK 2.5" CALIPER, 10' HEIGHT (AT INSTALLATION) 70' YES NO 98' 40 3 TREES REQUIRE SHRUBS 1 . 1 ■ • 1 A2 9 SYAGRUS 1A 991 OfTWW QUEEN PALM 30 GAL, 10' -14', GREEN TRUNK 40' YES NO A3 1 Pf ymy Cdww DATE PALM FG, 10' CT 60' YES NO which exhibits conspicuous: flowering.., Florida 2 accent trees = .1 -shade tree;;uniess '. Accent 8' height. . Grade #1 overhead lines:are:unavoidable; no ': _' Tree 2" caliper • more than 25% of required teees'i ay DATE PALMS ARE SUBSTITUTED 0 3 PALMS PER 1 SHADE TREE. 81 16 l.ACERSTIfIM hN1VCA TUSCARMA CREPE MYRTLE 2" CALIPER, 8' HEIGHT (AT INSTALLATION) 20' YES NO requirements on.Beach, Sand Key . Island Estates,:25% slsewhere"ih'the : City.: StaggeTpd cluster6'of 3 pclrri Palm 10' clear and straight trunk. Florida Grade #1 trees =.1 shade treo,'except•for.. '. •. , :specimen palm trees such'as: .. Tree phoenixcanariensis (canary island UNDERSTORY TREES ARE USED NEAR UTILITIES AND FOUNDATIONS OF STRUCTURES. C1 100 ArfR m a0UUER DWARF OLEANDER 3 GAL, 36' HEIGHT (AT INSTALLATION), 3' O.C. 12' YES NO reclinata (senegal date palm); Which:. - C2 42 RAPOiRS #W INDIAN HAWTHORN 3 GAL, 36' HEIGHT (AT INSTALLATION), 3' O.C. 5' YES NO C3 72 A lESAERA SE( PECATA FLORIDA PRIVET 3 GAL, 36' HEIGHT (AT INSTALLATION), 3' O.C. 12' YES NO (measured from the center of the shrub) providing a 116% continuous hedge i 01 <QTY> (fF- C�I£S) ST. AUGUSTINE 80% opaque 12 months Use of Hibiscus (City flower) is.: ' Shrubs from the time a certificate of D2 <QTY> LaffIIUSiW GIANT URIOPE 1 GAL., 12" HEIGHT (AT INSTALLATION), 2' O.C. 12' NO YES $ D3 <QTY> IRM0SffM ASii4M CONFEDERATE JASMINE 4" HEIGHT (AT INSTALLATION), 2' O.C. 8' YES YES B.)14 - -24" in height when used for interior. - planted every 30 " - -36 ", respectively (measured from the center of the shrub) with a 3 gallon minimum Ground . 1 gallon minimum - planted Florida Grade #1' Encouraged in lieu of.turf to reduce Al IS 0.9'' CONC CURB ,� 4 VISIBILITY TRIANGLES AS DEPICTED �, .. - 4)0 ARE ALIGNED TO AN ODD SITE CONDITION AS THE DRIVEWAY Is' PERPENDICULAR TO A CURVE• 6� •y. THEREFORE, TWO SETS ARE SHOWN 4.... " `E ,ASPH •CU,L— D--SAC , -TH - : VAR I ES . , -� 4��'• �' :�._..�;,;r...' � _ �. .. � (2> ,p j�, (p� - ...., '.... TREES REQUIRED: 1 TREE PER 35' � 124' / 35' = 4 TREES REQUIRED : ' \� /p VISIBILITY 'TRIANGLE a SHRUBS REQUIRED: 100 .� ' ' • • 124' / 3' = 42 SHRUBS REQUIRED ` Ct 20 1.3 " eA 141 FOUNDATION LANDSCAPING' ,°V aaa 02`' C2 15 LANDSCAPE LEGEND SOD - BAHIA LIRIOPE GROUNDCOVER avovvogvvv a VOOD Vaava CONFEDERATE JASMINE GROUNDCOVER avaa90aOgP a9V 00 VOOg4 Oa0000aga0 AZ PROPOSED TREE - REFER TO SCHEDULE FOR TYPE PROPOSED SHRUBS - REFER TO SCHEDULE FOR TYPE C1 20 SHRUB TYPE TAG WITH QUANTITY D1 GROUNDCOVER TYPE TAG TREE SUBSTITUTIONS: + 1. i� , .. �_, "{?F M V° DUE TO AVAILABILITY AND PREFERENCES, CONTRACTOR MAY SUBSTITUTE TREE SPECIES FOR OTHERS IN "- ; '; ;�x,!`'":; ; r °' "' . f: _ �� ,, ; f z, ..:r. -ASPH `.'? t:( •s THE SCHEDULE, SO LONG AS DIVERSITY AND SIZES ARE MAINTAINED AND PROPOSED TREES ARE ON - +� �: � �.,..., '�- ,�'-.. r`a' �`� � N �: _ I `� � � THE APPROVED SPECIES LIST. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LOCAL JURISDICTION BEFORE INSTALLATION. -;' � .may` ;: .`_ ..1 ; ; �,. � � '•\,W +tom ° V� ��. • r` r r MULTIFAMILY C2 8 ZONINGS MHDR 10' BUFFER !•pr "j y' Nf TREES REQUIRED: 1 TREE PER 35' 120' / 35' = 4 TREES REQUIRED'. / - • �� " ~� _ �._.._� �.__ �= tea; /,f� , r - . SHRUBS REQUIRED: 100%, •�``` +'+ �-" a — "�.� �:� INTERIOR LANDSCAPING 3 �� _ o _ m ° + ° :� EXTERIOR VUA SIZE: 1,900 SF 120' / 3' = 40 SHRUBS REQUIREDI 5; r - NO INTERIOR LANDSCAPING REQUIRED 10'X10' VISIBILITY TRIANGLE f 0 0 �r F z r DRAWING FILE NAME WE INFO: 7/13/2007 12:31 PM SITE- SAN- MELLE -07 -13 -07.69 1115 /j If j C3 7 � ' ` :/' 10' BUFFER TREES REQUIRED: 1 TREE PER 35 140' / 35' = 4 TREES REQUIRED SHRUBS REQUIRED: 1007 140' / 3' = 47 SHRUBS REQUIRED �//: I / ! PLANT '.SIZE (at installation) QUALITY . � .OTHER REQUIREtylEN7'S''' . • FIT a. Use of live oak (City tree) ii.,. . TREES REQUIRED: 2 PER 40 U encouraged,.boWey6r species diversity is preferred over. Florida 98' 40 3 TREES REQUIRE SHRUBS 1 . 1 ■ • 1 °.`:. _!~ �•F �� IWO ��ar r. k•y.. +:r��4. '�`Y l _' ��'1!l•�,�(��'�{�iir..3i 0`I l!wf.�lll 4f� h Tree .2,5" caliper PLANTING SPECIFICATIONS TREE SUBSTITUTIONS: + 1. i� , .. �_, "{?F M V° DUE TO AVAILABILITY AND PREFERENCES, CONTRACTOR MAY SUBSTITUTE TREE SPECIES FOR OTHERS IN "- ; '; ;�x,!`'":; ; r °' "' . f: _ �� ,, ; f z, ..:r. -ASPH `.'? t:( •s THE SCHEDULE, SO LONG AS DIVERSITY AND SIZES ARE MAINTAINED AND PROPOSED TREES ARE ON - +� �: � �.,..., '�- ,�'-.. r`a' �`� � N �: _ I `� � � THE APPROVED SPECIES LIST. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LOCAL JURISDICTION BEFORE INSTALLATION. -;' � .may` ;: .`_ ..1 ; ; �,. � � '•\,W +tom ° V� ��. • r` r r MULTIFAMILY C2 8 ZONINGS MHDR 10' BUFFER !•pr "j y' Nf TREES REQUIRED: 1 TREE PER 35' 120' / 35' = 4 TREES REQUIRED'. / - • �� " ~� _ �._.._� �.__ �= tea; /,f� , r - . SHRUBS REQUIRED: 100%, •�``` +'+ �-" a — "�.� �:� INTERIOR LANDSCAPING 3 �� _ o _ m ° + ° :� EXTERIOR VUA SIZE: 1,900 SF 120' / 3' = 40 SHRUBS REQUIREDI 5; r - NO INTERIOR LANDSCAPING REQUIRED 10'X10' VISIBILITY TRIANGLE f 0 0 �r F z r DRAWING FILE NAME WE INFO: 7/13/2007 12:31 PM SITE- SAN- MELLE -07 -13 -07.69 1115 /j If j C3 7 � ' ` :/' 10' BUFFER TREES REQUIRED: 1 TREE PER 35 140' / 35' = 4 TREES REQUIRED SHRUBS REQUIRED: 1007 140' / 3' = 47 SHRUBS REQUIRED �//: I / ! PLANT '.SIZE (at installation) QUALITY . � .OTHER REQUIREtylEN7'S''' . • a. Use of live oak (City tree) ii.,. . encouraged,.boWey6r species diversity is preferred over. Florida monoculture. Shade IV height Grade #1 'b. Must be pianted.wminitrium of five' Tree .2,5" caliper feet from any.impervious'area., C. At least ten perceant of the'total: .: dumber offrees'shall be of a species which exhibits conspicuous: flowering.., Florida 2 accent trees = .1 -shade tree;;uniess '. Accent 8' height. . Grade #1 overhead lines:are:unavoidable; no ': _' Tree 2" caliper • more than 25% of required teees'i ay he. ascent trees: � �•: .. . Can :be used to satisfy- 75%' of tree requirements on.Beach, Sand Key . Island Estates,:25% slsewhere"ih'the : City.: StaggeTpd cluster6'of 3 pclrri Palm 10' clear and straight trunk. Florida Grade #1 trees =.1 shade treo,'except•for.. '. •. , :specimen palm trees such'as: .. Tree phoenixcanariensis (canary island date. palmj, phoenuc dactylifera (edible ' date'palm) eind'phoerii> reclinata (senegal date palm); Which:. - 'count as shade trees'on• a .1:1 ratio.*`. . 'A.) 18 - -24" in height when used in a perimeter buffer - planted every 36", (measured from the center of the shrub) providing a 116% continuous hedge which will be 36 "• high and 80% opaque 12 months Use of Hibiscus (City flower) is.: ' Shrubs from the time a certificate of Florida encouraged. for non'-'require'd .' '. occupancy is received Grade #1 landsoape:plantings, especially for (excluding drives and accfint'morkiN at entrances and':' visibility triangles where other points,of high.visibility. .: :.':... B.)14 - -24" in height when used for interior. - planted every 30 " - -36 ", respectively (measured from the center of the shrub) with a 3 gallon minimum Ground . 1 gallon minimum - planted Florida Grade #1' Encouraged in lieu of.turf to reduce Cover a maximum of 24" O.C. irrigation needs: Drought Turf.areas, should.be cohsolidated Turf N/R tolerant'.. -and limited:to areas of pedestrian.... varieties traffic; reci ation and erosion control.. ji f r.~ "`••ti MULTIFAMILY ALL PROPOSED PLANTINGS SHALL BE r I � o• FLORIDA GRADE #1 OR BETTER . _ ZONINGS MHDR VISIBILITY TRIANGLE NOTES: DRIVEWAY: To minimize traffic hazards at street or driveway intersections, no structure or landscaping may be installed which will obstruct views —�` ".:;_�'' ;'' /•' �' % r at a level between 30 inches above grade and eight feet above -• �� ' grade within the sight distance triangle. C1 40`. WATER FRONT: 2 —STY M A S BLDG 223 To enhance views of the water from residential waterfront property, ;` no structure or landscaping may be installed, other than a fence around a swimming pool or any non — opaque fences not exceeding 36 inches, in the 45 angle formed by ten feet back from the property line on the water and along the side property line. EXOTIC SPECIES NOTE: DI ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (CHS INUS TEREBINTHIFOLIUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (APIUM SEBIFERUM) MUST BE REMOVED FROM THE SITE. WHERE NECESSARY DUE TO THEIR PROXIMITY TO ' . ° . -' �'. "`� •� f �, �.. PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. Y�' + ° • '4 °" • ` ` .''; SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR t .�• t`r, r° �� /' EROSION IS CREATED, THE AREA MUST BE RESTABILIZED WITH O - . ° ,', �: Wp ° . . _ ti �' SUITABLE MATERIAL. .le. (• i" 4 Bbl "'0 °a�Fl 4Bk Y G/ 10'X10' VISIBILITY TRIANGLE» STING DOCK 6 2Q07 {;•;, ��• I Y'ed-°RCEe !l 'fieg �!pV +Fj'', '°`5=� ,? "';�� ` `�: _. _. - CITY WKIER EXISTING DOCK 0 0 0 1 011 0 ,r r fr STING DOCK tr 0 rf� i 1! NORTH OCALKe 1■ ■ 10' r� r 10 a 0 10 FN &D i1 L,E IB LANDSCAPE CODE PLAN 4 h s.F r r SCAT t: 1 " =10' NOTE: THIS PLAN IS PART OF AN OVERALL SET OF PLANS. THIS SHEET IS CONSIDERED INVALID UNLESS ACCOMPANIED BY ALL OTHER DRAWINGS IN THE SET OF PLANS ON THE JOB SITE OR FOR BIDDING PURPOSES. THE 'GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE SET OF PLANS TO ALL THOSE CONDUCTING WORK ON THIS PROJECT. IRRIGATION NOTES: 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DISTRIBUTION SYSTEM FOR IRRIGATION SHALL NOT BE CONNECTED TO COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMONSTRATED THAT THESE SOURCES ARE NOT AVAILABLE. 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION. SYSTEMS THAT OVER SPRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY LOW NEED AREAS. 3. HIGH WATER DEMAND LANDSCAPE AREAS -SUCH AS TURF MUST BE SERVED BY A SEPERATE IRRIGATION ZONE THAN LOW WATER NEED AREAS, SUCH AS PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 501 FROM A WATER SUPPLY HOSE BIB. 4. IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN !THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPICITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. 5. THE SYSTEM MUST- BE EQUIPPED WITH A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF' THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. GROUND MOISTURE SENSING DEVICES ARE ENCOURAGED WHERE APPROPRIATE. 6. FINAL IRRIGATION SYSTEM SHALL BE DESIGNED BY A LICENSED IRRIGATION CONTRACTOR. i If WNW ME NAME e!; LUTE INFO. • 5/3/2007 9:35 AM SITE— SAN— MICHELLE- 04- 25- 07edog 0 IRRIGATION LEGEND ® PROPOSED NEW ADJUSTABLE RADIUS SPRINKLER ,.,1 ... ✓t 1 4 4 fi 1 V 1 1 i i 1 �t I EXISTING /PROPOSED REUSE LINE - SIZE AND Rw TYPE NOTED ON THE PLAN 2 -STY MAS BLDG # 205 i If WNW ME NAME e!; LUTE INFO. • 5/3/2007 9:35 AM SITE— SAN— MICHELLE- 04- 25- 07edog 0 i 0.9' CONC CURB s �/O ASPH CUL -D -SAC WIDTH VARIES ) °x.'� .�` \ \ �' 1,3' CONC CU\ ki CoNc ER '' ,•±+ J ^""' _y' Y mil" �..•^F 34'L l •'u",Y'I± k�%�g7Y,'~ " .�"`' x+ �' .. i!4 s.. '• J vi•,, ^'..+:r 9ft, . qx ,tn "t`s •, -•''P� �.. ' . Kr"�'+. �'S� ��-Y•� N i ..i.'•�/ / I' YV � \�'�\ \ \ + • '� `•.•\.. . ✓ `'� /i ~�"'!. 0 \` ,Y 'ph" ' "rte -'•'•' r 1 \ "^*.y— >l _.... -- _� -�, r: '' ' f `�::- ��.`�:.ta'�•�`i ,t; 8 • -� �aa�,a�.,,w. ��I ' � SLEEVE ti �\ , \� � •rte �� --�'. � y...,..� i� 1 � � � �^- -.,� ,`� �`�•�.,�, \"�\ \ \ .i•' �j-� y �� f 1 I.I �+., '� .•`.. 3,Vr i q,�1JI r { /'f'§.4�b*z^ /r .t' ,._ J �' \.y "`k 4\ IRRIGATIONS" CONTROL PANEL liz Aw�t ~ ~® E �{ 1 B 1 ,.,.. Rte` / /,l �\ 't � ^,��~.,.``�`�- -'C `tr'� _4' "• ` -� J+ , • i ti1 .1i \'•�`^s""w. 3 ^`� ^„'...K"~.,' _• ^�' + � r ''''. .. S.-.� �- ' ... /'4�, /l - �.I -^ ` fr. �`^^,,,ti� � f �r 'f °;, I "•�.. ..l.w ,.... `, ,J�. y�v` -. _ ..e;`j- _��t�'.r'.�.,. ✓�,''Iyj ! _-^''' .r` - i r rtr- .� ,:,,a`s ,.. ,,..- a -,. -+: t_ "- I''• .I.r..•�`�t. _`- '- ,;�;�- •)j�J+.•.'� , �'• -�,�fY -. �• �t`• 1 1'' �rt$`,5 ��.. •t1� y. �(it..r .i'''' L ! �,.+'� �� / :`r' ��,. •x`�i��"��/�+ i <�y,x." rya�� tee! _ ^=s'„''�� _ � 7 1 , J2 I5 ��i�` f "'�_+c i• -1•l. .'wit -.-. _• •.: // jA t� i f it f� w 1 gv � .' Jam' ~� . . (t i1 . t / f- Y� 04 P/Y/& � r2j/1spN 3 P/Af fp \ Sy /yo �� / �! �y O fi 2-ST"( MAS BLDG # 223 I LO' IRRIGATION LEGEND ® PROPOSED NEW ADJUSTABLE RADIUS SPRINKLER HEAD OR IRRIGATION SUPPLY EXISTING /PROPOSED REUSE LINE - SIZE AND Rw TYPE NOTED ON THE PLAN It w 1 PROPOSED IRRIGATION SUPPLY €R (REFER TO PIPE SIZING CHART) , uenrnnnn, uen nnen n -sour 1/7-77,77,771 . 1j 7a f�l C I. 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ML 16 2007 rg CITY OT CL&06XTER IRRIGATION LEGEND ® PROPOSED NEW ADJUSTABLE RADIUS SPRINKLER HEAD OR IRRIGATION SUPPLY EXISTING /PROPOSED REUSE LINE - SIZE AND Rw TYPE NOTED ON THE PLAN ---A1-- EXISTING /PROPOSED WATER LINE - REFER TO w UTILITY PLANS PROPOSED IRRIGATION SUPPLY €R (REFER TO PIPE SIZING CHART) , uenrnnnn, uen nnen n -sour 1/7-77,77,771 IRRIGATION PLAN SCALE: 1 " =XX' '�zls ?fxr�.'�rJF:I � / 1 ��y�PF`:3aQi? ML 16 2007 rg CITY OT CL&06XTER OWNER BADGER PROPERTIES, T S LLP 1 ALBERTO F. BARAYBAR 15560 GULF BLVD. REDINGTON BEAC H 33708 1 FL. 33 727 709 -6331 (727) 398 -7837 fx ARCHITECT DLW ARCHITECTS 542 DOUGLAS AVE DUNEDIN 1 FLORIDA 34698 727 736 -6000 727 738 -8343 fx CIVIL ENGINEERING OZONA ENGINEERING INC. 435 CAUSEWAY BLVD. DUNEDIN 1 FLORIDA 34698 727 733-3111 bpi& 215 DOLPHIN I POINT IUM CLEARWATER BEACH, FLORIDA 1 CODE INFORMATION PERMITTING OFFICE CITY OF CLEARWATER SERVICES DEVELOPMENT O S CES 100 SOUTH MYRTLE AVE. CLEARWATE FLORIDA 33756 R, FLORID 727 562 -4567 BUILDIN G DATA: GENERAL DESCRIPTION NEW CONSTRUCTION OF AN 8 UNIT CONDOMINIUM BUILDING WITH 4 STORIES OF UNITS OVER 1 STORY OF PARKING BUILDING AREA 7,455 S Q . FT. - PARKING GARAGE LEVEL 1 7,455 4X FT. S Q . - TYPICAL LIVING LEVELS 2 -5 ( ) OCCUPANCY BUILDING CONSTRUCTION FIRE RATINGS ALLOWABLE HEIGHTS AND FLOOR AREA: TRAVEL DISTANCE: ---- --- -HANDICAP REQUIREMENTS INTERIOR FINISHES: BUILDING HEIGHT SIDE WALL ALLOWABLE OPENING: 37,275 SQ. FT. - TOTAL BUILDING S TIAL RE IDEN R- 2 TYPE II B SP INKLE R R , , ED 1 HOUR TENANT SEPARATION PARTITIONS FLOOR / CEILING ASSEMBLIES SS BLiES ARE 2 HR RATED PER POST TENSIONED SYS. 1 3HR RATED COLSIN3HRWALLS PER UL U907 AT GARAGE LEVEL ONLY TYPE II B SPRINKLERED ARA E IS TYPE II (G G B SPRINKLERED SECTION 5 -6.1 NFPA 101 300' -0" MAXIMUM DISTANCE PROVIDED PER FLORIDA ACCESSIBILITY CODE INCLUDING FEDERAL ADA COMPLIANCE, FAIR HOUSING ACT SECTION 704.3 SBC CLASS "C" MINIMUM 52'-4" TOTAL WALL AREA 2,907 S.F. x.2 = 581.4 S.F. 20% TOTAL OPENING AREA = 240 S.F. LOCATION MAP - ,.: - ., a is . -,'e'. .9A`..1'.. i':Tr+. 4 �YY f >v. >}•u a.ti. "t ^,' - -'' art,`,': - :1 i i =rrr^ :h• ti }� >"tx.- ;• -.•. ,- h -:.., ,:.hit .,u, ��\ "--_7r rS-t:e e.3 Y - .°:S Ste s- .-i-: a-' .n.'A ' ^'t :.',:'l„ _ ., ,i >nfE, .� 1'_ R- 'Ar b T 4 . ?;1„ , 3 '.r;c viii r .r'I .t ,1, `y. c- +�i+wra r ' = Y ? >: '- ^ f, . `Y " :. +' J %' .l^ ✓ aY,s F eaturin Iwla Point =: °'.. 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ALL SMOKE DETECTORS WITHIN EACH DWELLING MUST BE INTERCONNECTED SO THAT WHEN ONE SMOKE DETECTOR ACTIVITIES ALL SMOKE DETECTORS WITHIN THE DWELLING UNIT SOUND All ALARM. 6. A KNOX BOX FOR FIRE DEPARTMENT ACCESS IS TO BE PROVIDED. 7. INSTALL PORTABLE FIRE EXTINGUISHERS IN GARAGE PARKING AREA AND ON RESIDENTIAL FLOORS AS PER NFPA -1 AND NFPA -10 8. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE REQUIRED, THEY SHALL BE INSTALLED, COMPLETED AND, IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA241. 9. FIRE SPRINKLER CONTRACTOR TO PROVIDE CERTIFICATION FOR UL LISTED MONITORING FOR FLOW SWITCH AND TAMPER VALVES ON THE SPRINKLER SYSTEM PRIOR TO FINAL FIRE INSPECTION FOR C OF O. DRAWI NG LIST ' - '`TEST REVISION SHEET DESCRIPTION ISSUE DATE ' NO. DATE C1.1 COVER SHEET MAY 2, 2007 A0.1 ARCHITECTURAL SITE PLAN MAY 2, 2007 A1.1 GROUND FLOOR PLAN MAY 2, 2007 A1.2 2ND THRU 5TH FLOOR PLAN MAY 2, 2007 A2.1 EXTERIOR ELEVATIONS MAY 2, 2007 1 SITE PLAN APPROVED i CASE �''' I - o501(o CASE TYPE Qs. �J u. i DRC DATE aLb$ - C ®B DATE _og- - ' SIGNATURE DATE as -z, -cs;� 2,�2. DRAWING LIST - CONT... LATEST REVISION SHEET DESCRIPTION ISSUE DATE NO. DATE -- - - IGil-i MI D i 7. PLAN ♦ 5m,n.♦, qAw . �•..r , . _ .... �IT�' OF CLM;01;s ATER 9 I I A I a BY W J � J N W M = M v a � z� Q a0 IL a Q o �w �m (1) ct o< r-i Lu J Na � 3: > a� w W � U a ■ ■ es � O 8 i b of � ti a I N a & 3N .s � I > OF wo j IF X u 6 1 () I -1 DRAWN JLD ®R DATE MAY 2, 2007 W DATE MAY 2, 2007 AS NOTED JOB N0. 06-023 Fl.E NME 1 -COVER >SHEEr NAM COVE; gaff N IR COVER I ..j I -- - - -- I O C-3 I O - ----o I 1 O O O O O O I t v O � z� - a0 = =- LL a Q 0 6140" U 1 I �,I � IIi1 I i I I � '1 I pl' r I11 III p II�I ''r. li �I i II. I' I��il I•I I '� IIf I I '. ��I'IN � I II ,n �. I. I. ' i'IJI y• II IIIIIII ;1114111 -- -- �E�------------ - - - - -- - - -- -- -- -- - - -60- 00'(x) --- - - - - -- --- - - - - -- fi'� it it 'll'�'I IG II FillIli III !' 1i ;'iii /S i II Ii!I�II lit it ��il 60.03'(C,F) I 1 s 1 I I s jl; P I I I I 3= I 1 I 12 0 11 10 d i CL w b o [V cv (V I N Z IL iV d U O O I I 1 I I I I I I 60.00'(P) 90.00'(C,F-) I Ii T I I I I I I I I I i I i I i 0 15 zo 13 14 16 AlI :t ELEVATOR UP MACHINE �`� UP • - - -- ROOM 1 \�} N' LOBBY �G� p�PS7Qt ELEVATOR 5 D A-11 A 11 �P d;o • - .,,I � ..I' - !�'I• "si'r's - - ','i -." _ ''I ! - - 'I,�!. , - .i � '''i.,!r " r'''- I. ' r b •.I' - -f .iii i - ,;;, DUMPSTER G0� STAGING ' AREA DOLPHIN POINT (P,F) 60' R /W(P) ASPH ROAD (27.3' E /P -E /P) ARCHITECTURAL SITE PLAN SCALE 1/8 "= 1' -0" NORTH i i i i O C-3 I O - ----o J O 3 O c 3 O c _- =_ - v O � z� a0 Q LL a Q 0 6140" 0 m Q �w � Q N a � 10, -Olr W � U POOL t 6, -0„ SPA 20' -011 II II J i 9 8 7 6 5 4 I ¢ 1 ' ' 1 DRIVEWAY i I i I i 0 15 zo 13 14 16 AlI :t ELEVATOR UP MACHINE �`� UP • - - -- ROOM 1 \�} N' LOBBY �G� p�PS7Qt ELEVATOR 5 D A-11 A 11 �P d;o • - .,,I � ..I' - !�'I• "si'r's - - ','i -." _ ''I ! - - 'I,�!. , - .i � '''i.,!r " r'''- I. ' r b •.I' - -f .iii i - ,;;, DUMPSTER G0� STAGING ' AREA DOLPHIN POINT (P,F) 60' R /W(P) ASPH ROAD (27.3' E /P -E /P) ARCHITECTURAL SITE PLAN SCALE 1/8 "= 1' -0" NORTH i i i i ASPH CUL -D -SAC (WIDTH VARIES) CONC CURB 1, i i r I 1 I /r S ,�►'D I JUL 16 2007 NJ $ J CITY OF •�I 3 M v a � z� a0 Q LL a Q 0 0 m Q �w � Q N a � w W � U t ASPH CUL -D -SAC (WIDTH VARIES) CONC CURB 1, i i r I 1 I /r S IMMONS BY Al 06/14/07 LSC W ,�►'D I JUL 16 2007 NJ $ J CITY OF •�I 3 IMMONS BY Al 06/14/07 LSC W J kD J � M v a � z� a0 Q LL a Q 0 0 m Q �w � Q N a � w W � U ■ a ti N p� • �i • N • d. 3 s N 41 6 DRAM E ff DATE MAY 02, 2007 IBM DATE SCALE AS NOTED Jog N0: 06-023 SH r NAM aRCHnECTURAL SRE PLAN SH1111r NtSIBB A01 Z J Ln 0 fn 5' -6" HIGH RAILING to 0 0 0 12 13 0 0 11 0 0 10 0 MI STAIR #1 �I.I�Ifi� ��■ilw�' ELEVAT ■ i •- KNOX BOX ENTRY & GATE KEYPAD 98. -8.. 5' -6" HIGH RAILING 0 0 0 0 0 0 0 DRIVEWAY 7 5' -6" HIGH RAILING 0 0 0 0 0 0 a, o 5 4 26' -5" 27'-3" i GROUND FLOOR PLAN SCALE 3/1 1' -0" NORTH i TRASH Al STAIR #2 0 Z _ d 0 i � JUL l 6 2007 15 r?1� W 0 M 14 M V Q 0 O aap 16 to0 LL STAIR #1 �I.I�Ifi� ��■ilw�' ELEVAT ■ i •- KNOX BOX ENTRY & GATE KEYPAD 98. -8.. 5' -6" HIGH RAILING 0 0 0 0 0 0 0 DRIVEWAY 7 5' -6" HIGH RAILING 0 0 0 0 0 0 a, o 5 4 26' -5" 27'-3" i GROUND FLOOR PLAN SCALE 3/1 1' -0" NORTH i TRASH Al STAIR #2 0 Z _ REVOMM ■v Al 06/14/07 LSC W d i � JUL l 6 2007 r?1� W M REVOMM ■v Al 06/14/07 LSC W J � J N W M M V Q O aap LL a Q � 0 m < �H J Na W w � U ■ ■ a � m Q � w Cali v• a — A. 3N v � DRATM Lsc MW DATE JUNE 12, 2007 IMM DATE SCALE AS NOTED AB NC 0V-/W FILE � Al2DWG SHM HAM MOUPD FLOOR PLAN SHEFr N � AlA BARREL TILE ROOFING - TYP. TO BE FLORIDA BLEND BARREL TILE ROOFING - TYP. TO BE FL07DA BLEND 12 �!j 12 14 14 -6"L.x4"W. DECORATIVE [4-v j': VINYL WRAPPED FASCIA -TYP. BRACKETS - TYP. PAINTED P-3 HH- 1717777- H H �4M�= 1'-6"L.x4"W. DECORATIVE V/1. VINYL WRAPPED FASCIA -TYP. BRACKETS - TYP —A H H H PAINTED P-3 EIFS. TRIM - TYP. O El El 0 SCORED CEMENT PLASTER PAINTED P-2 2"W.x1 -1/2"THK. DECORATIVE BANDING- PAINTED P-3 O G 2"W.x1 -1/2"THK. DECORATIVE ALUM. RAILING W/ METAL BANDING- PAINTED P-3 SCREEN GUARDING, TYP. 3/4" CEMENT PLASTER 3/4" CEMENT PLASTER PAINTED P-1 G O G 0 PAINTED P-1 0 (D SCORED CEMENT PLASTER PAINTED P-2 EIFS. CAP - TYP. G EIFS. CAP - TYP. A 66'-8' HIGHEST POINT ROO EIFS. CAP - TYP. 12 4 12 PEI MA 14 2'-6" X 1-1/2" THK FYPON DETAIL TED P-3 12 14 9 H U u H u 50' -0" ROOF CTR, 10!-8" TRUSSBEAR El G 4 EAST ELEVATION SCALE: 1/8" = V-0" 12 14 EIFS. TRIM - TYP. DECORATIVE PREFABRICATED FIBERGLASS COLUMNS PAINTED P-4 J, OPENING, TYP. SCORED CEMENT PLASTER PAINTED P-2 ENTRANCE GATES - VERIFY STYLE WITH OWNER 12 - - —l4 -- VINYL WRAPPED FASCIA -TYP. PAINTED P-3 al A -t' UP mm Mlp IH H G O SINGLE LIGHT SLIDING DOORS 4'W.x1 /2"D. CEMENT PLASTER BAND PAINTED P-3 TYP. FOR ALL OPENINGS G O 0 ALUM. RAILING W/ METAL SCREEN GUARDING, TYP. O G 3/4" CEMENT PLASTER G PAINTED PORTER PAINTED P-1 2"W.x1 -1/2"THK. DECORATIVE BANDING- TYP. PAINTED PORTER PAINTED P-3 EIFS. CAP - TYP. SCORED CEMENT PLASTER - WROUGHT IRON PAINTED P-2 OPEN FENCE-TYP. ................... ...... .... .. I .......... 7717 - TTT WEST ELEVATION_ SCALE: 1/8" =1' -0" ►v mimilmilml ce mmimilmilmim NORTH ELEVATION SCALE: 1/8" = T-O" EIFS. CAP - TYP. 5'-0" X 1-1/2" THK. FYPON DETAIL 12 PAINTED P-3 14 .SOUTH ELEVATION SCALE: 1/8" = V-0" T.O.SLAB PREFABRICATED FIBERGL SS COLUMNS PAINTED P-4 ---.-ALUM RAILING W/ METAL SCREEN GUARDING, TYP. 10' -8" T.O.SLAB 9 SCOREIJ, CEMENT PLASTER PAINTE P-2 = op T.O.SLAB 12 14 0.-0. REF. ELEV. AT (.)4'.0- \iv B.F.E. ,j OL (-)g..O. GARAGE SLA APPROX.GRADE '9ml "IL �i�i�;�i�i�i� I . HGT RESTRICTIf lk 10'-8- --4-- 10,8" T.O.SLAB --4-- T' 0' 0S8' T.O.SLAB o..o. 'B.F.E. '-011 SLAB 104' APPROX. GRADE IEWMINS By 06/14/07 LSC A2 07/09/07 LSC W N JUL 16 2007 ILD W IEWMINS By 06/14/07 LSC A2 07/09/07 LSC W N ILD W V a � z� z 0 0. _j LL � z= LL a U < 0 —1 Lu 0 co cl) 0 Q� < T-1 Lu a °J N > oc W w U ■ 0 cm CL cm MAW LSC %TE /OrO77 �C JOTON23M AAA" A11DWO OHM N ELEVATIONS smu N �� A2.1 lV i sa-a• 2ND FLOOR PLAN SCALE 3/16" = V -0" NORTH SQUARE FOOT CALC'S TYPICAL UNIT A/C SPACE 2,834 S.F. TYPICAL UNIT BALCONY 280 S.F. TYPICAL UNIT TOTAL 3,114 S.F. COMMON AREA 1,227 S.F. GROSS BUILDING PER FLOOR 7,455 S.F. =0 W J � C 2007 pi W cool 1 =0 W J � J N W M M V a � z � O aap LL cn IL a Q 0 � m Q �w a N W W � U �m ti A N o� m; ti 3N u DRAWN LSC e TE NNW DATE SCAI AS NOTED JO23 FLE NAM SIFT N ME 2ND FLOOR PLAN SI•E;r MEET A1.2 r- F:� W o. m N h a N ti rn L Cs 0 rn zs C a 0 Q T v L LO n M IA 41 O i d J i u 1 S S \oEO�26�5 DOLPHIN POINT(P,F) �0 i^ I 60' R /W(P) / SEA -9 w i ASPH ROAD 5g8' �GP y;� v�p 68Q kk6 b Ia k5 (27.3' E /P -E /P) R 6 0 G Gp F p , 6 Qa p o k e 60HSY N I 0 1 C °9 NO Pw z G 6 ` �>' \C \C\�'�'- `'• - -�•_ � j0 P C -1 ,N k 9 B /C-15.2'N d GONG kk �O� 6 60HW kJ4.� I k R k kASPH O9 �SPG .0 �., ® m m ® to 0 &.s I OH W N. C5 S/W- T.2'NS67'32150"E(P,P2,E )'va -l.O e, FQp FQp A�XO�' 54.00'(P,F), �� c/n o2'w wG i,, \\_ FO? x G /A -o.O'E SQN d k Cz� � o \P��;0A U IT 5A ISLAND ESTATES k6 keg o 16, kAh F o Ne �� OF CLEARWATER E /P -0.WE x �, x PB 60, PG 51 x PO kg.0 o so x U I� in Q t S a h N N d o, m v�' O p 0 n X "Limn '` x 0 x o h ® m �. � 0 tL p..i o kyg a ® ip d x c PARCEL I �x W v a DOLPHIN POINT SUBJECT PROPERTY A CONDOMINIUM k�� „a °� Aj,4 = 16, 00` SQ- FT OR x.370 AC, MOL Q CPB 36 PG 76 %® VACANT h o o C5 2- -STY MAS BLDG i 205 kg• x a o z 0� 9- tai F_ a U li 9 `. Q_ W pox in ?PLN$� w o m v eW e� Q O n L� z M o ' x w w Y. N N cq N N � O k5 k6, N Z N z Z r,°7 n (n �. N N �. x N M N 6 kA Z ZPP\ BLDG SETBACK , BLDG SETBACK ZO' FROM q SEAWALL CAP(D) x� 20' FROM Q SEAWALL CAP(D) Y. C.1 \\ k 0� 1,6 QG -16 y� r,09 cp8 g . SE C WATERWAY UNIT 5A ISLAND ESTATES OF CLEARWATER a P13 60, PG 51 0 C) v, O z K.rw xz W J >I ti J w 0 in WATERWAY UNIT 5 ISLAND ESTATES OF CLEARWATER PB 51, PG 34 - 54.03'(C,F) P 15 54.00'(P) 3ACK F CAP -0.9'N -7 114.06'(C7,FL) P4L GPPI GPpI'('R� ��(Ql 12y yslI`_ yg� o��: F p,GE SEF. F PGE SEE 6600) 00'(P) N67 *32'50"W(P, F, L) &o FN 0;, J � N N N 07 PARCEL I( WATERWAY AREA = 17,634 SQ FT OF 0.405 ACREA, MORE OR LESS J CURVE w LENGTH r BEARING DELTA ^ O 0 _j 31.62'(F) N85'58'56 "W F M � N �p N S82'32'10 "E F z C3 (P) 120.15'(L) SOLITHERTLY LINE PB 60, PG 51 N67'46'15 "W(L) k -bg CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING DELTA Cl (C) 50.00' 32.18' 31.62'(F) N85'58'56 "W F 36'52'12" C2(P) 50.00' 38.19' 37.27'(F) S82'32'10 "E F 43'45'44" C3 (P) 170.00' 6.00' 6.00' F L 566'32'09 "E F L 2'01'22" C4 (P) 50.00' 1 26.16' 25.86'(F) N89'25'42 "W F 29'58'40" C5 (P) 50.00' 1 6.01' 6.01' F N70'59'36 "W F 6'5-3'32" 90.00'(C,F) 60.00'(P) ky� zi O o 0o L 61 9 �3 $moo SS GOR k h 60.03'(C,F) "BACK OF CAP -05N 60.00'(P) W 0 a z� 2 p V J W W J r �- J � W W 0 N FNS ci a w w � a O � O N N N N N N Z z 30.0(5P2) L 30.00'(P2) 30.01'(C) FN U 0- a" c3 0 LL. N a v n. w w zo O 10 N N N- N N n1 Z Z WATERWAY UNIT 5A ISLAND ESTATES OF CLEARWATER PB 60, PG 51 SEAWALL DETAIL NOT TO SCALE S67'32'50 "E(P, P 2) 95.48'(P2) BACK OF SEA WALL CAP FACE CF LAIC Mm 7,2s SEA-WAU_CAP- tn WOA7MAY(PI lac of CERTIFIED T®: GREY DOLPHIN, LLC. COMMONWEALTH LAND TITLE INSURANCE COMPANY BACON & BACON, P.A. BRANCH BANKING AND TRUST CO. DOLPHIN COVE A CONDOMINIUM CPB 20, PG 55 SURVE -YOFVS NOTES 1. BOUNDARY AND TOPOGRAPHIC SURVEY ONLY. 2. BEARINGS AS SHOWN HEREON ARE ASSUMED FROM THE PLAT OF RECORD. 3. LEGAL DESCRIPTION FURNISHED BY CLIENT. 4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE SEARCH- PROVIDER- BY: COMMONWEALTH LAND TITLE INSURANCE COMPANY, COMMITMENT No. 41275430CA, EFFECTIVE OCTOBER 3, 2005. 5. THIS SURVEYOR IS NOT RESPONSIBLE FOR EASEMENTS, RIGHT =OF =WAYS, OR ENCUMBRANCES OF RECORD NOT SHOWN HEREON THAT HAVE NOT BEEN FURNISHED TO THIS SURVEYOR OF THAT HE HAS NO KNOWLEDGE THEREOF. 6.- NO ENCROACHMENTS NOTED_ 7. ELEVATIONS- SHOWN ARE "REFERENCED -TO NAVD -88 - - DATUMN. S67'32'50 "E(P,P2,F) 130.54'W) LEGAL DESCRIPTION LOTS 10 AND 11, UNIT 5A, ISLAND ESTATES OF CLEARWATER, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 60, PAGE(S) 51, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL II: A PARCEL OF LAND BEING A PORTION OF THE WATERWAY ACCORDING TO UNIT 5A, ISLAND ESTATES OF CLEARWATER, AS RECORDED IN PLAT- BOOK 60, PAGE 51. PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LYING WITHIN SECTION 8; TOWNSHIP- 29 SOUTH; RANGE 15- EAST, CITY- OF CLEARWATER; PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF LOT 10, UNIT 5A, ISLAND ESTATES OF CLEARWATER, AS RECORDED IN PLAT BOOK 60, PAGE 51, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAME AlO BEING THE SOUTHWEST- CORNER OF LOT 9; SAID UNIT 5A, ISLAND ESTATES OF CLEARWATER; THENCE SOUTH 22 DEG. 29'54" WEST ALONG THE SOUTHERLY EXTENSION OF THE FIELD LOCATED EAST LINE OF SAID LOT 10, FOR 146.58 FEET TO THE POINT OF INTERSECTION WITH A SOUTHERLY LINE OF SAID UNIT 5A, ISLAND ESTATES OF CLEARWATER; THENCE NORTH 67 DEG. 46'LS" WEST ALONG SAID SOUTHERLY LINE OF UNIT 5A, ISLAND ESTATES OF CLEARWATER, FOR 120.15 FEET TO THE POINT OF INTERSECTION- WITH THE SOUTHERLY- EXTENSION OF THE FIELD LOCATED WEST LINE OF LOT 11, SAID UNIT 5A, ISLAND ESTATES OF CLEARWATER; THENCE LEAVING SAID SOUTHERLY LINE OF UNIT 5A, ISLAND ESTATES OF CLEARWATER, NORTH 22 DEG. 32'03 EAST ALONG SAID SOUTHERLY EXTENSION OF THE FIELD LOCATED WEST LINE OF LOT 11, FOR 147.16 FEET TO THE SOUTHWEST CORNER OF SAID LOT 11, SAME ALSO BEING THE SOUTHEAST CORNER OF DOLPHIN- POINT, A CONDOMINIUM, AS RECORDED IN CONDOMINIUM PLAT BOOK 36, PAGE 76, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAME ALSO BEING THE POINT OF INTERSECTION WITH A NON- TANGENT CURVE CONCAVE NORTHEAST; THENCE SOUTHEASTERLY ALONG THE SOUTH LINE OF SAID LOT 11, ALONG THE ARC OF SAID CURVE, FROM A RADIAL BEARING OF NORTH 24 DEG. 28'32" EAST, HAVING A RADIUS OF 170.00 FEET, A CENTRAL ANGLE OF 02 DEG. Ol'22 ", AN ARC LENGTF1 OF 6.00 FEET, AN0 A CHORD BEARING SOUTH 66 DEG. 32'09" EAST FOR 6.00 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 67 DEG. 32'50" EAST ALONG SAID SOUTH LINE OF LOT 11 AND THE SOUTH LINE OF SAID LOT 10, RESPECTIVELY, FOR 114.06 FEET TO THE POINT OF BEGINNING. SURVEMrS CER IPICATE I HEREBY CERTIFY THAT THIS BOUNDARY AND TOPOGRAPHIC SURVEY HAS BEEN MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES. NOT VALID WITHOUT THE_ SIGNATURE AND, THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, DAVID P. GRAVES, PLS #5392 AFN CONSULTING, INC:;#L'07256. DATE: __` ` / r�r�'yrr #lieti► CJ _J V Q Q m CL rn 0 N 04 0 N M a co 11� O .0 CL O D, co c0 O O O N U O CL .a co J i Lel 4.51 4,36 X ��° �tiN, X 4,26 X 4,83 X 4,49 (6p, 4,40 R • ° wp��, spy X 5.60 ° 4.1 ti \5 �� OWN% FOP 1, 1 /4„ . °4:3 4,18 6 4 \ 0 ,q E -0.3, GQ ° el 4i2 •; '''. ..a Sp`�� 5 =0.2 SRC ,, °d • � 4,39 • 7a, 4128 4:06 4,83 X E P 4:47 • M�'. .•° d • l7 ° ® • d° \ ® ® ® ® ®:43 G FOP 3/4" ® 4S o / FCM2 ® 3,98 2cv FCM 4 ROUND SO' -9 4.72 Re 4 ROUND / �; otik 2 METAL P.R.M. / P.R.M. ° �.Oa. ASPHALT -� 1 BOLLARDS S 0 04 3,93 p• ° 5.62 X 1 / FOP1 1 /4" X 5:78 I / ASPHALT / 5.71 x % E / ® 5.80 5.57 / 2 STORY MASONRY APPROXIMATE FLOOD \ ZONE LINE Q e S RESIDENCE #205 � / ,� ��` DOLPHIN POINT A Q �o CONDOMINIUM CONDO Mj PARCELL I o PLAT BOOK 36, PACE 76 Ov o X 5,46 5.2 °`V X 5.23 \ / Cv j 0v / ZONE "AE" .� 2 STORY MASONRY Cl) A-- \� / (EL_ 12) -� �' RESIDENCE #223 LOT 12 �.x 5:64 TAE ,s 2, 6 ^o 0) / � N 4.36 X SOUTHWEST / \ o CORNER OF LOT 11 / X 5,14 69 3,89 SOUTHEAST / 6,10 CORNER PB 36, LOT 11 � W -0.1 PG 76.� -_j \ Q VACANT o / ZONE 'VE" TBM #1 14" PALM �,/ (EL =13) " PALM � EL-3.38 7 �/ 6.00 FOUND C 8" PALM 'Y' CUT FOUND NAIL N Qom/ LOT 10 5.58 ' IN „X „CUT 2' V 6,5o S° , / VACANT o 3.5 2 ov 0 �/� x / o POOL AREA oA-) /(O ��, � ) / 8 PALM .� Q S� �� 3,46 � /�• �, S 6 PALM T co FOUNDI N &D /lV 32 S TIE �� ILLEGIBLE �s ° SEAWALL �.p X 5.10 �4! j TS 701- 60 CAP W =0.2 5:89 �� 17-406 W =0.0' LOT 9 o ,` , F/T oo ' ( 3,07 F/T 4 5,93 X1/6 ° PARCELL 'II a 32' COMPOSITE \ � � WATERWAY FENCE a POB PARCEL II � / FOUND N &D\� \ I SOUTHEAST CORNER OF LOT 10 �-/ SOUTHWEST CORNER OF LOT 9 � / L13#6707 \ FOUND N &D \ X 3,54 ^1_0 ILLEGIBLE ��IIT I SOUTHERLY EXTENSION OF THE / S =0.2' 3,34 EAST LINE OF LOT 10 (-V / OF • O.qs � I ('y • WATERWAY ov � WA .i TE 4�OOTy 0 �S, GRAPHIC, SCALE ES/ 10 0 5 10' 20 pe 0 -64) 1, W FEET , S7 /V 'D J 1 inch = 10 ft. 40 LOCATED IN SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUI\1TY, FLORIDA I I,I , D ® j a�seoaaoca Avm= CUARTAM _GULF TO BAY_ BLVD - ��SEWAY- - NON NO`K 8EL \OBE _BAY DR _ _,._ULMER - -- - - ROAD - - 9 N - —yDt asn N v y VICINITY MAP NTS LEGAL. DESCRIPTION (PROVIDED BY OTHERS): LEGEND BRL BEARING REFERENCE LINE FIR FOUND REBAR NO CAP SIZE AS NOTED POL POINT ON LINE FOP FOUND OPEN PIPE SIZE AS NOTED (R) RADIAL FPP FOUND PINCHED PIPE SIZE AS NOTED (C) COMPUTED MEASUREMENT F "x” CUT FOUND N" CUT IN CONCRETE (0) DEED FRC FOUND REBAR AND CAP (M) MEASURED FCM FOUND CONCRETE MONUMENT SIZE AS NOTED (P) PLAT SIR SET 'IRON ROD POS POINT OF BEGINNING SRC SET 1/2" REBAR AND CAP LB #6168 PCP PERMANENT CONTROL POINT SN &D SET NAIL AND DISK LB #6168 POC POINT OF COMMENCEMENT N &TT NAIL AND TIN TAB PC POINT OF CURVATURE GAS VALVE - PRM PERMANENT REFERENCE MONUMENT WATER VALVE TBM TEMPORARY BENCHMARK - FIRE HYDRANT PI POINT OF INTERSECTION QD DRAINAGE MANHOLE F/T FENCE TIE QS SANITARY MANHOLE S/W SIDEWALK f LIGHT POLE ® WATER METER OHW OVERHEAD WIRE cO� POWER POLE -O GUY WIRE CENTERUNE ® CABLE BOX ® METAL POST WF WOOD FENCE ` TELEPHONE PEDESTAL CLF CHAIN LINK FENCE ® ELECTRIC BOX QO — EXISTING ELEVATION p� — PROPOSED ELEVATION R/W RIGHT —OF —WAY C/T CURB TIE ffC g SPRINKLER CONTROL BOX N&0 NAIL AND DISK �. -�• ; • CONCRETE •' • ,• E/P EDGE OF PAVEMENT EL ELEVATION PARCEL I: LOTS 10 AND 11. UNIT 5 -A ISLAND ESTATES OF CLEARWATER. ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 60. PAGE(S) 51, PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. PARCEL II: A PARCEL OF LAND BEING A PORTION OF THE WATERWAY ACCORDING TO UNIT 5A ISLAND ESTATES OF ' CLEARWATER, AS RECORDED IN PLAT BOOK 60, PAGE 51 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LYING W'THIN SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF LOT 10, UNIT 5A ISLAND ESTATES OF CLEARWATER, AS RECORDED IN PLAT BOOK 60, PAGE 51 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAME ALSO BEING THE SOUTHWEST CORNER OF LOT 9, SAID UNIT 5A ISLAND ESTATES OF CLEARWATER; THENCE S22'29'54 "W, ALONG THE SOUTHERLY EXTENSION OF THE FIELD LOCATED EAST LINE OF SAID LOT 10, FOR 146.58 FEET TO THE POINT OF INTERSECTION WITH A SOUTHERLY LINE OF SAID UNIT 5A ISLAND ESTATES OF CLEARWATER; THENCE N67'46'15 "W, -ALONG SAID SOUTHERLY-LINE OF UNIT 5A ISLAND ESTATES OF CLEARWATER, FOR 120.15 FEET TO THE POINT OF INTERSECTION WITH THE SOUTHERLY EXTENSION OF THE FIELD LOCATED WEST LINE OF LOT 11, SAID UNIT 5A ISLAND ESTATES OF CLEARWATER; THENCE LEAVING SAID SOUTHERLY LINE' OF UNIT 5A ISLAND ESTATES OF CLEARWATER, N22'32'03 "E, ALONG SAID SOUTHERLY EXTENSION OF THE FIELD LOCATED WEST LINE OF LOT 11, FOR 14.16 FEET TO THE. SOUTHWEST CORNER OF SAID LOT 11, SAME ALSO, BEING THE SOUTHEAST CORNER OF DOLPHIN POINT A CONDOMINIUM, AS RECORDED IN CONDOMINIUM PLAT- BOOK 36, PAGE 76 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAME ALSO BEING THE POINT OF INTERSECTION WITH A NON- TANGENT CURVE, CONCAVE NORTHEAST; THENCE SOUTHEASTERLY ALONG THE SOUTH LINE OF SAID LOT 11, ALONG THE ARC OF SAID CURVE, FROM A RADIAL BEARING OF N24 °28'32 "E, HAVING A RADIUS OF 170.00 FEET, A CENTRAL ANGLE OF 02'01'22 ", AN ARC LENGTH OF 6.00 FEET, AND A CHORD BEAR ING�S66'32'09 "E FOR 6.00 FEET, TO THE POINT OF TANGENCY; THENCE S67.32'50 "E, ALONG SAID SOUTH LINE OF LOT 11 AND THE SOUTH LINE OF SAID LOT 10, RESPECTIVELY, FOR 114.06 FEET' TO THE POINT OF BEGINNING. CONTAINING 17,634 SQUARE FEET OR 0.405 ACRES, MORE OR LESS. CURVE TABLE CURVE LENGTH RADIUS BEARING' CHFIRD "M" 38,19' 50' S82 °32'10 "E 37,27' "L" 26.16' 50' S89 °2542 "E 2586' "K" 6,01' 50' S70 °39'36 "E 6.01' C4 6.00' 170' N66 °32'09 "W 6.00' ORIGINAL RECEIVED I',44r* 04 2007 PLANNING DEPARTMENT CITY OF CLEARWATER �f I •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r "ALTA /ACSM LAND TITLE SURVEY" FLOTi(D••AUU-REGISTRATION.# 4608 PSM I R V E YO R S R E P 0 R T' r; ' Cr LAND PRECISION CORPORATION -C S A BOUNDARY & TOPOGRAPHIC SURVEY. ITS PRIMARY PURPOSE IS TO DOCUMENT THE PERIMETER OF THE DESCRIBED LANDS BY ESTABLISHING OR RE— ESTABUSHING CERTIY�,1TQ:, » Ci (D AND LOCATING IMPROVEMENTS & TO DOCUMENT SELECTED NATURAL AND ARTIFICIAL FEATURES OF THE SITE SURFACE TO'DETERMINE HORIZONTAL AND VERTICAL . , RELATIONS. SURVEY COMPLIES WITH THE FLORIDA MINIMUM TECHNICAL STANDARDS (611317 -5 FLORIDA ADMINISTRATIVE CODE PURSUANT_ TO SEC71ON 472.027, FLORIDA STATUTES) GREY DOLPH1I�t; ''L•C lA . NTENDED TO MEET A NATIONAL STANDARD. E BRANCH B'AI IkIIQG; k T�1ST W. " NE IN U CT IO TITLE COMMITMENT #41275430CA, DATED 10 -3-05, ISSUED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY; OS s } ",•. FWITH VEY SUB ECT f 13 RICTIONS, COVENANTS. CONDITIONS & EASEMENTS RECORDED IN O.R. BOOK 1970. PAGE 28. _ GAS & MINERAL DRILLING LEASE RECORDED IN DEED BOOK 1184; PAGE 399. (DOCUMENT NOT FURNISHED) RICTIONS, COVENANTS, CONDITIONS & TERMS RECORDED IN PLAT BOOK 60, PAGE 51. 2683 SUNSET POINT ROAD EARINGS REFERENCE LINE IS THE EAST LINE OF LOT 10 BEING S 2279'54" W AS PER PREVIOUS SURVEY BY FLORIDA DESIGN CONSULANTS 05/29/2001. CLEARWATER, FL 33759 LB-#6168 3URVEYIS BASED ON MONUMENTATION FOUND -AND ACCEPTED TOGETHER WITH THE LEGAL DESCRIPTION PROVIDED & PRIOR SURVEY BY OTHERS. 727 -796 -2737 SURVEY DOES NOT DETERMINE OR IMPLY OWNERSHIP. FAX 727 - 796 -3326 DVIDING THIS SURVEY•NO -ATTEMPT HAS BEEN MADE TO OBTAIN OR SHOW DATA, CONCERNING EXISTENCE, SIZE, DEPTH, CONDITION, CAPACITY, OR LOCATION -OF ANY SURVEYING — MAPPING —. PLANNING YJSTING'ON THE SITE, WHETHER PRIVATE,' MUNICIPAL OR PUBLIC OWNED. .,,. )RFACE AND ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. NO EVIDENCE OR STATEMENT IS MADE DRAWN BY: JREIII CHECKED BY:.VEC JOB NUMBER:•�0514;'" DATF_•ISURVEYED:' •11 /08/05 ING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONDITIONS, CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE',OR DEVELOPMENT OF THIS. PROPERTY. .= "�f• I ARROW IS BASED ON BEARING STRUCTURE. IFICATION IS NOT TRANSFERABLE. 1 .• '• "•.�,�`j THE OPINION OF THIS SURVEYOR THAT THE , SUBJECT PROPERTY APPEARS TO BE IN ZONES "VE ", (EL-13), & "AE", (EL =12), IN ACCORDANCE WITH MAP sa • K� •• L _G )102G, PINELLAS COUNTY, FLORIDA. EFFECTIVE DATE: 9 -3-03. -ALL ° RIGHT O LAND PRECISION CORPORATION. RIGHTS RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING, OR BY ANY v • - y EANS, OR STORED, PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEMS WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. COPIES — .- SURVEY WITHOUT AN ORIGINAL SIGNATURE AND IMPRESSION SEAL ARE NOT -VAUD. tuA ? - ARE'NO VISABLE CEMETARIES OR SOLID rWASTE DUMPS. THERE IS NO EVIDENCE OF EARTH MOVING IN RECENT MONTHS. SS ENTRANCE FROM DOLPHIN DRIVE i L UPDATES /HISTORY: SHEET 1 OF 1 TOTAL NUMBER OF PARKING SPACES IS 0 OF WHICH 0 ARE HANDICAPPED. ✓. to ' /Y`Ii + �1 S'r ' PRIOR BOUNDARY — S /8/02 — 02117 VINCENT E. FL�j LrGaNSE _ AN5 MAPPER No. 4608 ATIONS BASED ON PINELLAS COUNTY BENCHMARK AURAL =A, ELEVATION - 11.82 NORTH AMERICAN VERITICAL DATUM 1988 . TALL OCCUPIES REAR LOT LINE AS SHOWN. ' El t =- 0.37 ACRES. PARCEL' U 0.405 ACRES.. _ AL DRAWING DATA EXCEEDS PLOT AREA SHOWN ON SKETCH OF SURVEY. T' A[ 0 J+tr�IOt "Q! E 3G.yATUR ,Ai9 THE GPJQNAL RAISED r �!��!',' AL -OF A �(ej� �:�jCENSEDrcS �'6Y iNp MAPPER,) I • R W 7- tL 00 (U CtJ d- U ni u) CD a i 6 0 w 75 zs c a 0 Q v i n u-5 Ch y� e O i CL. J i Ci S \oE �Z635 DOLPHIN POINT(P,F) 60' R /W(P) / d sl�_� Q9 ASPH ROAD z 55b , \IGP °dam v �P 6 60 �6 0 a (27.3' E /P -E /P) o ' 8 4GP k i o N RS k k F Po�R\ at � o 9 ' GP N I g96„4Gp z C -1 N k3 \E N G GuRe Np P P I B /C -7 5.2N GON k k; I S s� 60HW 2 k AASPH a3 z ~ °r , 1:.'.5,. C5 5/ W- 7.2'NS67„32-'50 "E(P,P2,F) /W -1.0' ®e G /Ay0.1'E k a Fdp G4eFOP �x�' 54.00 (P,F)C �, .�� G /A -0,2'W x G /A -0,0'E N\GN� , ET 5A I- SLAND- ESTATES k6 0. kys kA� 25X1' OF CLEARWATER ® E /F -0.9'E a °' ®" x �x PB 60, PG 51 x �o Q�aR xyo g 1 k � a CIO) U- �' x k5 0 v S��gP (n o x 15 g h N N- d- Or ei ca 0* O ^ x 9) x x N N DOLPHIN POINT A CONDOMINIUM CPB 36, PG 76 2 -STY MAS BLDG # 205 59 V) a kyg 1b t r. ILL x PARCEL I �x W 0 ® r SUBJECT PROPERTY :-3 a k � �foow AR A 16, 00 SQ FT OR 0.370 AC, MOIL a 7 d F® VACANT CO o o -t x Y Ld 1 0 � ^ 0 a o w 9 �^ a �a�v � m a Q W x 0 6a w LLJ ` O O O 0 m- LL_ '`' PP La . ax h• `' cV " -' x w w x c N N :v :� N N � O ky X61 N N N N M N n 0 Z Z z x N N LM 6 k° Z z pP CO N x x BLDG SETBACK L ,• BLDG SETBACK �Y FROM � SEAWALL CAP(D> - -20 FROM -9- SEAWALL CAP(D) - - - -- - - xa- - ^ - -- Y. >08PR �� 9 S �pFL Lo- k A 60.03'(C,F) OF CAP -0.5'N 60.00'(1 k kgy - -- Ot 1� Q. 1 6 Sw G O GQ8 g6, SE C WATERWAY La UNIT 5A. ISLAND ESTATES OF CLEARWATER a PB 60, PG 51 0 0 to J Jz w W -� '- J N of W 0 0 WATERWAY UNIT 5 ISLAND ESTATES OF CLEARWATER PB 51, PG 34 1y 54.03'(C,F) G \�\,E- 60:03'(C,F)- 54.00 (P) �0 60.00'(P) SACK F CAP -0.9'N 114.06' (G, F, L) N67'32'5(}" W(P, F, L)- 125 SS OE PGA 55 FP 5 J CfJ r` �t- J U-1 0 iV N N Z 120.15'(L) PARCEL 11 WATERWAY AREA = 17,634 SQ FT OF 0.405 ACREA, MORE OR LESS SOLITHERTLY LINE PB 60, PG 51 N67-46'15"W(L) 0 Fr1p�69. f d• rn N N N 07 00 L0 d• w oQ LD O N J z �w x z W � Lw CJ k-58 CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING DELTA C1 (C) 50.00' 32.18' 31.62'(F) N85'58'56 "W F 36'52'12" C2 (P 50:00! 38-.19-' 37.27'(F SB2'3210 "E F 43'45'44" C3(P) 170.00' 6.00' 6.00' F L S66'32'09 "EFL 2'01'22" C4 (P) 1 50.00' 26.16' 25.86'(F) N89'25'42 "W F 29'58'40" C5(P) 50.00' 6.01' 6.01'(F) N70'59'36 "W F 6'53'32" 90.00'(C,F) 60.00"(P) kya 00 C; o i ky$ g \Jo� VS10 FNS' LL_ r. U Ov i W CF— o D r\ 0) N N N N (N N Z Z 30,00'(P2) L O� 16 30.00'(P2) 30.01'(C) FN U 00 0 ^ U- N Q;, U-) O N N 04 C'4 N N z z F GM - S67'32'50 "E(P,P2} 95.48'(P2) WATERWAY UNIT 5A ISLAND ESTATES OF CLEARWATER PB 60, PG 51 SEAWALL DETAIL - NOT TO SCALE BACK OF SEA WALL CAP FACE OF LAND SIDE 1.28' SEA WALL CAP e. o ate' =MAY(P) FACE OF SEA WALL J� E w s 10 0 21 kr3md .w— •- • CERTIFIED TO: ORIGIN& RECEND MAY 04 2007 �C� Of &iEA AIER GREY DOLPHIN, LLC. COMMONWEALTH LAND TITLE INSURANCE COMPANY BACON & BACON, P.A. BRANCH BANKING AND TRUST CO. DOLPHIN COVE A CONDOMINIUM CPB 20, PG 55 SURVEYOR'S NOTES 1. BOUNDARY AND TOPOGRAPHIC SURVEY ONLY. 2. BEARINGS AS SHOWN HEREON ARE ASSUMED FROM THE PLAT OF RECORD. 3. LEGAL DESCRIPTION FURNISHED BY CLIENT. 4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF' A TITLE SEARCH PROVIDED BY: COMMONWEALTH LAND TITLE INSURANCE COMPANY, COMMITMENT No. 41275430CA, EFFECTIVE OCTOBER 3, 2005. 5. THIS SURVEYOR IS NOT RESPONSIBLE FOR EASEMENTS, RIGHT -OF -WAYS OR ENCUMBRANCES OF RECORD- NOT 4 :r ZC2 ��I q C .dmmi Ig Z��cnM C-0pC8qq J aCiU�tC Z Lim �OU� =_ A DATE 11/18/05 SCALE FIELD BK. AFM73 - -1 DWNG. BY DP6 CHECKED BY DH6 SHOWN HEREON THAT HAVE NOT BEEN FURNISHED TO THIS SURVEYOR OF THAT HE HAS NO KNOWLEDGE THEREOF. L mi 0 6. NO ENCROACHMENTS NOTED. �+ Z 0 0 7. ELEVATIONS SHOWN ARE REFERENCED TO NAVD 88 DATUMN. IL V ® J 00 Ln Z "E(P,P2,F) 1 Q S67'32'50 130.544'(P2) LO v LEGAL DESCRIPTION LOTS 10 AND 11, UNIT 5A, ISLAND ESTATES OF CLEARWATER, ACCORDING TO THE PLAT THEREOF, Q RECORDED IN PLAT BOOK 60, PAGE(S) 51, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL II: A PARCEL OF LAND BEING A PORTION OF THE WATERWAY ACCORDING TO UNIT 5A, ISLAND ESTATES Q OF CLEARWATER, AS RECORDED IN PLAT BOOK 60, PAGE 51. PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LYING WITHIN SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATER, W W PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF LOT 10, UNIT 5A, ISLAND ESTATES OF CLEARWATER, AS RECORDED IN PLAT BOOK 60, PAGE 51, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAME A10 BEING THE SOUTHWEST CORNER OF LOT 9, SAID UNIT 5A, ISLAND ESTATES OF CLEARWATER; THENCE SOUTH 22 DEG. 29'54" WEST ALONG THE SOUTHERLY EXTENSION OF THE FIELD LOCATED EAST LINE OF SAID LOT 10, FOR 146.58 FEET TO THE POINT OF INTERSECTION WITH A SOUTHERLY LINE OF SAID UNIT 5A, ISLAND ESTATES OF CLEARWATER; THENCE NORTH 67 DEG. 46'LS" WEST ALONG SAID SOUTHERLY LINE OF UNIT 5A, ISLAND 'ESTATES OF CLEARWATER, FOR 120.15 FEET TO THE POINT OF INTERSECTION WITH THE SOUTHERLY EXTENSION OF THE FIELD LOCATED WEST LINE OF LOT 11, SAID UNIT 5A, ISLAND ESTATES OF CLEARWATER; THENCE LEAVING SAID SOUTHERLY LINE OF UNIT 5A, ISLAND ESTATES OF CLEARWATER, NORTH 22 DEG. 32'03 EAST ALONG SAID SOUTHERLY EXTENSION OF THE FIELD LOCATED WEST LINE OF LOT 11, FOR 147.16 FEET TO THE SOUTHWEST CORNER OF SAID 0 LOT 11, SAME ALSO BEING THE SOUTHEAST CORNER OF DOLPHIN POINT, A CONDOMINIUM, AS -u RECORDED IN CONDOMINIUM PLAT BOOK 36, PAGE 76, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAME ALSO BEING THE POINT OF INTERSECTION WITH A NON- TANGENT CURVE CONCAVE NORTHEAST; THENCE SOUTHEASTERLY ALONG THE SOUTH LINE OF SAID LOT 11, ALONG THE ARC OF St SAID CURVE, FROM A RADIAL BEARING OF NORTH 24 DEG. 28'32" EAST, HAVING A RADIUS OF 170.00 FEET, A CENTRAL ANGLE OF 02 DEG. 01'22 ", AN ARC LENGTH OF 6.00 FEET, AND A CHORD BEARING rR SOUTH 66 DEG 32'09 EAST FOR 6:04 FEET TO THE P0114T OF TANGENCY; THENCE SOUT14 67 DEG. I p 32'50" EAST ALONG SAID SOUTH LINE OF LOT 11 AND THE SOUTH LINE OF SAID LOT 10, RESPECTIVELY, FOR 114.06 FEET TO THE POINT OF BEGINNING. q W SURVEYOR'S CERTIFICATE 1 HEREBY CERTIFY THAT THIS BOUNDARY AND - TOPOGRAPHIC SURVEY HAS BEEN MADE UNDER MY W RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET -FORTH BY THE FLORIDA BOARD- OF PROFESSIONAL 'LAND SURVEYORS IN- CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES. NOT VALID WITHOUT THE SIGNATURE AND THE - ORIGINAL RAISED- SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, DAVID P. GRAVES PLS #5392 AFN CONSULTING, INC. #LB7256 `.. �= c J n� C� V 0- -- --- -- ---- -- (�„'} U 0 • 0 �4 ��`� SHEET NO. I j� OF i SHEETS .r '.'0 w PROJECT NO. DATE: __ :f <OF. J= t. C> 5 -95