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FLS2006-04025 Clearwater U --SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION -a--'SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets lY`SUBMIT APPLICATION FEE $ 1--75 0 CASE 7q, ? LIO RECEIVED BY (staff ini ials DATE RECEIVED: -Oca * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 03/28/2006) PLEASE TYPE OR PRINT- A. APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: PROPERTY OWNER(S): List ALL owners on the deed Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562.4865 OWNER AND AGENT INFORMATION: Simee Adhikari 4-202 611 South Ft. Harrison Avenue, Clearwater, FL 33756 (727) 501-4727 FAX NUMBER: (727) 469-8744 Robert Lopez 105 N. Evergreen Robert A Lopez 105 N. Evergreen Brian K. Halifax 115 N. Evergreen AGENT NAME: Landon Moree & Associates Inc. MAILING ADDRESS: 31622 U.S. Highway 19 North, Palm Harbor .??4684 PHONE NUMBER: (727) 789-5010 FAX NUMBER: 727 787-4394 CELL NUMBER: (-727) 560-0100 E-MAIL ADDRESS: lndon Imaen r.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: Four Seasons Grande PROJECT VALUATION: -- -- $ STREET ADDRESS 1 & 115 N Evergreen Avenue PARCEL NUMBER(S): 15-29-15-27090-002-0060 + 15-29-id-27090-002-0080 PARCEL SIZE (acres}: .963 Acres PARCEL SIZE (square feet): 41 LEGAL DESCRIPTION: Lots 6-9. Blk B. Fairview Addition ner Plat Book S. Paoe 85_of_Pinellas_County PROPOSED USE(S): Townhouses 0 DESCRIPTION OF REQUEST: Approval of 14 attached townhouses in a MDR District. A Specifically identify the request (include number of units or square footage of non-residential use and all PLANNINI requested code deviations; e.g. CITY OF reduction in required number of parking spaces, specific use, etc.) S:1Planning DapartmentWpplication forrnMdevelopment revimAA2006 Forms\Fiexible Standard Development (FLS) 2006.doc Pagc I of 7 0 e,, rwater U Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled and folded into sets CASE NUMBER: RECEIVED BY (Staff Initials): DATE RECEIVED: * NOTE: A TOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED II' CONJUNCTION WITH A COMPLETE LEVEL ONE OR LEVEL TWO APPLICATION. COMPREHENSIVE LANDSCAPE PROGRAM (Revised 03/29/2006) "PLEASE TYPE OR PRINT- APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: '6il -'s - 44,G R CELL NUMBER: 4- A C_ S _ FAX NUMBER: 10 E-MAIL ADDRESS:. IrlCk I, v, .11 r, r'n, 1. ARCHITECTURAL THEME: a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development OR b. The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. rage i of z 2. LIGHTING: 3. COMMUNITY CHARACTER: 4. PROPERTY VALUES: The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in th, immediate vicinity of the parcel proposed for development. A - 5. SPECIAL AREA OR SCENIC CORRIDOR PLAN: The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. THE LANDSCAPING REQUIREMENTS OF ARTICLE 3, DIVISION 12 MAY BE WAIVED OR MODIFIED AS A PART OF A LEVEL ONE OR LEVEL TWO APPLICATION, AS THE CASE MAY BE, IF THE APPLICATION FOR DEVELOPMENT APPROVAL INCLUDES A COMPREHENSIVE LANDSCAPE PROGRAM, WHICH SATISFIES THE ABOVE CRITERIA. THE USE OF LANDSCAPE PLANS, SECTIONS / ELEVATIONS, RENDERINGS AND PERSPECTIVES MAY BE NECESSARY TO SUPPLEMENT THE INFORMATION PROVIDED ON THIS WORKSHEET. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. Signature of property caner or representative STATE OF FLORIDA, COUNTY OF PINELLAS S to a d sub cribed before me this day of ?1L A.D. 20 C C? to me and/or by , who is personally known has produced as identification. Notary public, --- - --? My commission expires: 4z Loaft A SMKII My Commission 00210066 Expiros May 31, 2007 S:IPlanning DepartmentlApplication Formsldevelopment review12006 FormslComprehensive Landscape Program 2006.doc Page 2 of 2 Any lighting proposed as a part of a Comprehensive Landscape Program is automatically controlled so that the lighting is turned off when business is closed. The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of rAPZr f- • 4 D. O? 2. 5. 6. DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TOR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO X (if yes, attach a copy of the applicable documents C. P OF OF OWNERSHIP: (Code Section 4-202.A-5) SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page T) WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) P a complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain low each criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. There are two story apartment complexes of a larger scale to the north and south. Our two-story townhomes will be similar to both of these projects. 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 smaller three unit buildings and retention to the front of the site leave an openess to the streetscape and the more than minimul site building setbacks allow greater light and views for adjoining lot developments. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use The site is large enou h and the building arrangment such that the impact of construction and crew vehicles should not have a Brea impact on the neighborhood. Also, the contractor has a proven record for qualtiy work, supervision & safety. The proposed development is designed to minimize traffic congestion. As mentioned above, the construction site should have ample room for vehicles and on site storage of materials. Planning and sequencing of work can greatly reduce construction vehicle impact on the neighborhood. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Evergreen between Cleveland St. & Drew St. is presently a mix of small and large apartment buildings, duplexes and some single family homes. Our 14 unit townhome project is consistent with the type of buildings and an improvement aesthetically. The design of the proposed development minimizes adverse effects. Including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. This is a residential development like the remainder of the neighborhood and we believe it will only enhuwAbe aesthetics and character of adjacent properties. RECEIVED APR 2 7 2006 Y- 6-PA UTIVIFNT !41 t19 Y CITY OF CLEARVJATER SAPtanning DepartmentWppllcation FormsWevelopment revlevA2006 FormsiRexible Standard Development (FLS) 2006.doe Page 2 of 7 r • WRITT N SUBMITTAL REQUIREMENTS: (Flexibility Criteria) - SEE ATTACHMENT "X Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) - Explain how each criteria is achieved. in detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria M al and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. Ail applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Stour) Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemp6pil,%ALequirement. ? If Ian is not required, the narrative shall provide an explanation as to why the site is exempt. tj RECEIVED At a minimum, the STORMWATER PLAN shall include the following; APR Z xisting topography extending 50 feet beyond all property lines; 2 7 006 P oposed grading including finished floor elevations of all structures; PLANNING DEPARTMENT /AII-adjacent streets and municipal storm systems; CITY OF CLEARWATER D? Proposed stomtwater detentionlretention area including top of bank, toe of slope and outlet control structure; ?,- A narrative describing the proposed stormwater control plan including all cakxAatkxm and data necessary to demonstrate compliance with 1heCi Jmanual. ? P posed stormwater detentionlretention area including top of bank, toe of slope and outlet control stnlcture; 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 Q/CKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must Initial one of the following): Stormwater plan as noted above is included __*? Storrnwater 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; a /-,"TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, cluding drip lines and indicating trees to be removed) - please design around the existing trees; V//TREE INVENTORY; prepared by a "certified arborist of all trees t3" DSH or greater, reflecting size, canopy (drip lines) and /condition of such trees;. 0-----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 viations to the parking standards are approved; J GRADING PLAN, as applicable: Ca' 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. rtrnanni, no-ImentlAnnK-tion Fernisldevatnoment revieM2006 FormSTlexibte Standard Development (FLS) 2006.doc Page 3 of 7 ATTACHMENT "A" • Applicable flexibility criteria response for attached dwelling within MDR District: 1. Height a. Proposed height results in an improved site plan with improved appearance. b. Proposed height will not reduce vertical component of the view from a parcel of land which is designated as LDR. 2. Proposed parcel is not contiguous to a parcel which is designated LDR. 3. Off street parking will be screened from adjacent parcels and adjacent street by landscaping and/or a fence. ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER L 0 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) SITE PLAN with the following information (not to exceed 24" x 36"): index sheet referencing individual sheets included in package: / North arrow; 'Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; _? All dimensions; Footprint and size of all EXISTING buildings and structures; _71- Footprint and size of all PROPOSED buildings and structures; All required setbacks; i All existing and proposed points of access; / All required sight triangles; /identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees. including description and location of understory, ground cover vegetation and wildlife habitats, etc: Location of all public and private easements: Location of all street rights-of-way within and adjacent to the site; - Location of existing public and private utilities, Including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas _/and water lines; /All parking spaces, driveways, loading areas and vehicular use areas; --Depiction by shading or crosshatching of all required parking lot interior landscaped areas: /Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening ,(per Section 3-201(Dxi) and Index #701); Location of all landscape material; _ Location of all onsite and offsite storm-water management facilities; V3Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required. and proposed development, in written/tabular form: Land area in square feet and acres; EXIST? NG REQUIRED PROPOSED 41 `Ilr7SF +4?A Number of EXISTING dwelling units; Z u' Number of PROPOSED dwelling units; Gross floor area devoted to each use. Parking spaces: total number, presented in tabular form with the number of required spaces; _ Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; _ 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. DO REDUCED COLOR SITE PLAN to scale (S %] X 11); O FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: ORIGINAL _ One-foot contours or spot elevations on site; . RECEIVED Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; API, 2 ' f 2006 Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); PLANNING DEPARTMENT _ Streets and drives (dimensioned); CITY OF CLEARWATER _ Building and structural setbacks (dimensioned); Structural overhangs; SAPlanning DeparirneriMpplicetion Forms\devetoprnent revievA2006 FormstFlexible Standard Devetopment (FLS) 2006.doc Page 4 of 7 r • H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): ,"'Ail existing and proposed structures; ? Names of abutting streets; ./Drainage and retention areas including swales, side slopes and bottom elevations; / Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles, Delineation and dimensions of all parking areas including landscaping islands and curbing; existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required _- tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant -?_schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees. palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and /protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing In both square feet and _/percentage covered: -?`Conditlons of a previous development approval (e.g. conditions imposed by the Community Development Board); / ,-Irrigation notes. o REDUCED COLOR LANDSCAPE PLAN to scale (8'A X 11); p,---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 REQUIREM Er' BUILDING ELEVATION DRAWINGS - with the following information; _ All sides of all buildings; Dimensioned; / Colors (provide one full sized set of colored elevations); Materials; Sight visibility triangles; 0 REDUCED BUILDING ELEVATIONS - same as above to scale on 8'/2 X 11. ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARV,IATER J. SIGNAGE: (Division 19. SIGNS ! Section 3-1805) Q--' All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. O11 All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) l Comprehensive Sign Program application, as applicable (separate application and fee required). Y 12'educed signage proposal (8 '/a X 11) (color), if submitting Comprehensive Sign Program application. (Section 4-202.A.23) SARanning DepartmenllApptleation FormsWevelopment review%2006 FormsWlexlble Standard Development (FLS) 2006.doc Page 5 of 7 ORIGINAL K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) APR 2 7 2006 d?) I Nude if required by the Traffic Operations Manager or his/her designee or if the proposed development: PLANNING DEPARTMENT ` • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. CITY OF CLEARWATER • 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. Q 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 fuming movement at all intersections identified in the ScAping Meeting. Traffic Impact Study is not required. C - 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. fl A rw wtedgement of fire flow calculationsiwater study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is Included. nno re Flo w Calculations/Water Study is not required. 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: 1, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. Signature of property owner o e 'resentative STATE OF FLORIDA, COUNTY OF PINNEL Swg(n to ands scribed before me this day of y? A.D. 20 o to me and/or by who is Ily known has produced Aly, i y Aux-i r ? as identification. _ -? pate -tab of SAPtanntng Departmer"ppiication Forms%development review12Q06 FormsXRexlble Standard Page 6 of 7 r N. AFFIDAVIT TO AUTHORIZE AGENT:. 1. Provide names of all property owners on deed - PRINT full names: RoB&MT LzpEz 9©6G-- ZT 6-, L-O flz- . 2. . That (I amfm are) the owner(s) and record We holder(s) of the following described properly (address or general location): f'?VEEN;eeeO A%J0 3. That this property constitutes the property for which a request for a: (describe request) iZESiD??r1/? L DE--VL7L-Q?MLI1JT 4. That the undersigned (has/have) appointed and (doestdo) appoint: S(Mlv'>` APO I KAV-( as (hmAheir) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater. Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process On application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That ( certify But the foregoing Is true and P operttr Properly Owner Property Owner STATE OF FLORIDA, 5 ?- 000NTY OF PiNELLAS Before me the undersigned, an officer duty commissioned by the laws of the State of Florida, on Oft o? / S / day of (z; Q personally appeared MA. 4'v-vri` Q.M? Zt who having been first duty swom 2LLndys that he/she fully understands the contents of the affidavit /? 'she signed. U C? RaA?? Notary Public sel" Notary SeWStamP My Commission Expires: NOTARY PUBLIC OF NEW JERSEY Commission Expires Sept. 7 2040 ORIGINAL RECEIVED S:1Planrcng FrareviawAZ008 Fom?sSFiepbla St?dard OevebpireM (F1.3) 2006.doc APR 2 ! 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Pride {n'a'mes of all property owners on deed - PRINT full names: 11 13 \ .?p ?n rl'Al,? 1 -rim 2. . That (I am/we are) the owner(s) and record tide holder(s) of the following described property (address or general location): 3. That this property constitutes the property for which a request for a: (describe request) I 4. That the undersigned (has/have) appointed and (does/do) appoint: nI A1n ( r 1 1, L6 y-1 as (his/their) agent(s) to execute arty petitions or other documents necessary to affect such peter; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits property are nreq?sary by ' n=ab the in order to process this application and the owner authorizes City represen to it and photog the proW bed in this application; fy ffhale foregoing is true and correct 7. That (I/are), tl-gftd?igned auihof(ty, herjce Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of?t/he'State /of?Florida. on this ? ? day of personally appeared llal J ad who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. ?otP?'?'•P?9?;:, Linda S. Blattenberger *? :- MYCOMMISSION# DD169413 EXPIRES December 3, 2006 BONDED THRU TROY FAIN INSURANCE, INC Notary Pubic Sig Notary SeadStamp- My Commission Expires: ) 2 -3-C'16 ORIGINAL RECEIVED APR 2 7 2006 SMnanntng DepartmemWppticatWrI FornmWeveropr tent mvWM2006 Fornr.TW UeStandard Devetoprnent (F"AuMIG DEPARTMENT Page 7 of 7 CITY OF CLEARWATER Al (5ike? jjL2,2? ??. CITY OF CLEARWATER APPLICATION FOR PLAT APPROVAL -?- ?? PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2°d FLOOR ?,,.--) PHONE (727)-562-4567 FAX (727) 562-4865 PROPERTY OWNER'S NAME Robert Lopez, Robert A. Lopez, Brian K. Halifax ADDRESS 105 and 115 N. Evergreen Ave, Clearwater, FL 33755 PHONE NUMBER (727) 501-4727 FAX NUMBER (727) 469-8744 APPLICANT'S NAME Simee Adhikari ADDRESS 611 South Ft. Harrison Avenue, Clearwater, FL 33756 PHONE NUMBER (727) 501-4727 FAX NUMBER : (727) 469-8744 AGENT NAME Landon, Moree & Associates, Inc. ADDRESS 31622 U.S. Highway 19 North, Palm Harbor, FL 34684 PHnNF NIIMRFR (727) 789-5010 FAX NUMBER - (727) 787-4394 I, the undersigned, acknowledge that all STATE OF FLORIDA, COUNTY OF PINELLAS representations made in this application Swo I t6 an ubscribed before me thiday of are true and accurate to the best of my , A.D. to me and/or knowledge. [lam by who is personally known to me or hasp ced--e v- J G r ?-o?y as identificati Signature of own r or epresentaUve. No ary Public , .... i .. my commiss'i , ,IW1s'l,?f Fourteen (14) copies of the preliminary plat must be submitted. Co mAdon D0232445 ?alr?IdN I. Notary ANOM The preliminary plat shall be prepared by a surveyor, architect, landscape arc itect or engines drawn to a scale not smaller than 1: 100 and shall not exceed 24" X 36" and include the following information: ORIGINAL NORTH ARROW, SCALE AND DATE:; RECf-",/r-D TITLE UNDER WHICH THE PROPOSED PLAT IS TO BE RECORDED; AF'ir 2006 NAME, ADDRESS AND TELEPHONE NUMBER OF THE PERSON PREPARING THE PLAT; IDENTIFICATION CLEARLY STATING THAT THE DRAWING IS A PRELIMINARY PLAT; PLANNIN(,, DEPARTMENT CITY OF CLE?':Rele<ATER LEGAL DESCRIPTION OF THE PROPERTY WITH U.S. SURVEY SECTION, TOWNSHIP AND RA NGE LINES; EXISTING AND PROPOSED RIGHTS-OF-WAY AND EASEMENTS; PROPOSED STREET NAMES; NAMES, APPROPRIATELY POSITIONED, OF ADJOINING PLATS; Page I Planning and Development Services C1 100 South Myrtle Avenue arwater Clearwater, Florida 33756 Telephone: 727-562-4567 -4567 Fax: 727-562-4576 O SUBMIT ORIGINAL SIGNED ANn NnTARI7ED APPLICATION 0 SUBMIT 1 COPY OF THE ORIGINAL APPLICATION including folded site plan ©v-?tov&-L-- CASE #: DATE RECEIVED: RECEIVED BY (staff initials):. ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: ZONING & LAND USE CLASSIFICATION OF ADJACENT PROPERTIES: NORTH: SOUTH: I WEST: / EAST: 1 COMPREHENSIVE LANDSCAPE PROGRAM REQUIREMENTS (Revised 9/19/2001) D. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-1001) RECEIVED APPLICANTNAME: Slmee Adhlkarl APR 7 _-90-0-6 MAILING ADDRESS: 611 South Ft. Harrison Avenue, Clearwater, FL 33756 PLANNING DEPAQTMMT PHONE NUMBER: 727 501-4727 FAX NUMBER: (727) 469-8744 CITY OF CLEARWATER PROPERTY OWNER(S): Robert Lopez, Robert A. Lopez, Brian K. Halifax Must include ALL owners) 105 and 115 N. Evergreen Ave, Clearwater, FL 33755 AGENT NAME: (Contact Person) Erik Madsen, P.E. C/o Landon, Moree & Assoc., Inc. MAILING ADDRESS: 31622 U.S. Highway 19 North, Palm Harbor, FL 34684 PHONE NUMBER: (727) 789-5010 FAX NUMBER: (727) 787-4394 The landscaping requirements of Article 3 Division 12 may be waived or modified as a part of a Level One or Level Two Approval, as the case may be, if the application for development approval includes a Comprehensive Landscape Program, which satisfies the following criteria. The use of landscape plans; sections/elevations, renderings and perspectives may be necessary as supplementary information in addition to the information provided on this workshef:t: 1. Architectural Theme. a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. N/A Page t of 3 a 0 OR b. The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. This plan exceeds minimum standards (see attached plan) Lighting. Any lighting proposed as a part of a Comprehensive Landscape Program is automatically controlled so that the lighting is turned off when the business is closed. No lighting proposed APR ` 72006 PLANNING DEPARTMENT CITY OF CLEARWATER 3. Community Character. The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. The landscape proposed enhances the community (see attached plan) Page 2 of 3 R 4. Property Values. The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. This plan is a breath of fresh air in an otherwise blighted community (see attached plan) 5. Special Area or Scenic Corridor Plan. The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. N/A ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Please return checklist for review and verification. Date: 14 - -- ( ignature of applicant) S- application formsidevelopment review/comprehensive landscape program application.doc Page 3 of 3 4¦¦ ON Landon, Moree & Associates, Inc. Civil & Environmental Engineers - Planners - Surveyors 1 , April 27, 2006 k w ar 5wi-vv Niu Tampa Regulation Department 7601 Highway 301 North Tampa, FL 33637 (813) 985-7481 Attention: Richard Alt, P.E. Re: Four Seasons Grande Clearwater 31622 US 19 North Palm Harbor, Florida 34684 Phone: (727) 789.5010 Fax: (727) 787-4394 Dear Mr. Alt: Please find attached the following information for review and approval: 1. Five copies of the site plan. 2. Five General Permit applications (Sections A, C & H). 3. Five Drainage Booklets. 4. Five copies of the geotechnical report. 5. A check in the amount of $200.00 for the review fee. Please note that the information requested in Section H of the application is provided in the plan set and/or in the drainage calculation booklet. Please do not hesitate to contact me if. you have any questions or need additional information. Sincerely, Landon, Moree & Associates, Inc. Erik Madsen, P.E. 2011 Cleveland Street - Suite E Tampa, Florida, 33606 813-258-4504 ph 813-258-4504 fax jtoner@terratectonics.com Design Memo To: City of Clearwater land Development From: Jonathan H. Toner - Project Landscape Architect CC: Eric Madsen, PE; Landon Moree Engineers, madsenOlma.com Simee Adhikari -Waveds Investments Simee@waved.com Date: 4/26/2006 Re: Four Seasons Grade - Existing Tree Assessment 0 Trees located within property of the proposed development - Tree grades a on a scale of o-6 as follows: Scale: o Dead Tree i. Tree that is dying or severely compromised -should be removed. 2. Structurally deficient tree, recommended be removed. 3. Average Structure, could be pruned to a usable tree, with moderate maintenance 4. Good structure ands systemic health, minor problems that can be corrected with pruning. 5. Good crown and exception a structure, free of disease and pests. Significant tree, site plan should be modified to save it. 6. Specimen Tree, Great effort shall be made to preserve a specimen tree. Only an ISA Certified Arborist should work in the tree. Grades of trees as marked on the attached site plan: Label Grade Description A 2 Australian Pine - located off site, efforts will be made with neighbors to see about removal of this tree. B 2 Cluster of Laurel Oaks growing under and through overhead power lines. These trees are an issue to the power lines and have been severely pruned in the past creating hazardous conditions. C 2 Live Oak, growing under power lines. This tree is an issue to the power lines and has been severely pruned in the past creating hazardous conditions. D 2 Live Oak, growing under power lines. This tree is an issue to the power lines and has been severely pruned in the past creating hazardous conditions. E 2 Silk Oak -Considered a nuisance tree, and is growing under power lines. • F i Live Oak - Hazardous tree growing under power lines. G 2 Live Oak Hybrid - severe co-dominant trunks kith lions tail pruning that has created a potentially hazardous tree condition. H 3 Sabal Palm - Healthy tree in good condition. I 2 Laurel Oak, with co-dominant trunks, a trunk grafting situation in the upper trunk is causing a potential hazardous tree condition. Pruning won't be able to save the tree. J 2 Hong King Orchid - Die back from previous freeze event and is now growing from epicormic growth from old tree root collar. K 3 Queen Palm -In average condition L 3 Drake Elm in good condition. M 3 Queen Palm in average condition, trunk shows signs of decay. N 4 Laurel Oak - in excellent condition with the exception of a large root mass near existing structure. O o Dead Palm P 3 Sabal Palm under canopy of Live Oak Q 4 Live Oak in excellent condition, but under power lines. Can be pruned successfully over its lifespan, to keep out of power lines. R 4 Laurel Oak in reasonable condition. 0 Page 2 • • Q A, i A C C • Page 3 • ,, F G 0 Page 4 ?? !! S} b WIL l v41 ?" 1 r t k + ? 1 Y!l^ H • Y: Abo ¦ 0 0 N • Page 5 N 0 0 Q-P R s. tir 0 Page 6 0 01 n1' LV I J , O WI i? \I \y ? 7 Tree Assessment Plan LOT 1 CREST SUBDIVISION B (P.B. 37, PG. 56) D 13 i 1& f LOT 2 DREW CREST SUBDIVISION (P.B. 3 7, PG. 56) ht F e'. LOT 3 DREli CREST SUBDIVISION (P.B. 37, PG. 56) Tree Aaaeaament Plan Not to scale 0 Page 7 O man *owns 31622 US 19 North Palm Harbor, Florida 34684 .?.¦ Phone: (727) 789-5010 None Landon, Moree & Associates, Inc. Fax: (727) 787.4394 WWW.LMAENGR.COM Civil & Environmental Engineers - Planners - Surveyors LEADBETTER@LMAENGR.COM April 27, 2006 City of Clearwater Development Services Department 100 S. Myrtle Avenue, Suite 210 Clearwater, FL 33756 ATTN: Planning Department RE: Four Seasons Grande Level 1 Flexible Standards Application Gentlemen: This is a request for development approval as a Level 1 Flexible standard project. Please find enclosed the following items for review and approval: $475.00 Review Fee Check 1 copy of the SWFWMD application transmittal letter • 3 sets of drainage calculations • 3 copies of tree assessment Flexible Standard Development Application (1 original + 14 copies) 15 copies building elevation drawing (11 x 17 color) 15 copies additional building drawings (8.5 x 11) • 15 copies sign dimensions (8.5 x 11) • 15 copies Comprehensive Landscape Program Application 15 color reduced copies Landscape Plan (11 x 17) • 15 copies Landscape Plan Survey (1 original + 14 copies) ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Simee Adhikari Managing Member G Cel I : 727-501-4727 ® Fax: 727-469-8744 Simee@waveds.com 611 S Fort Harrison Avenue Suite 351, Clearwater, FL 33756 FADOC\545-01 Four Season Grande\Clearwater7ransmittal Letter.doc , a r plat application 15 copies of a preliminary plat 15 copies reduced color site plan 15 sets of construction plans If you have any questions or require further information, please feel free to contact me. Sincerely, LANDON, MOREE & ASSOCIATES, INC. Er sen, P.E. Pro'ec nag r cc: 45-01 ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER FADOC\545-01 Four Season Grande\Clearwater7ransmittal Letter.doc Four Seasons Grande City of Clearwater Pinellas County, Florida April, 2005 DRAINAGE COMPUTATIONS for Environmental Resource Permit and City of Clearwater Prepared for: Four Seasons Grande, LLC Fflrt Flo icon !`? f enuc:, unite 3E;1 Clearwater, FL. 33756 (727; 501-4727 Prepared key: soon MINA¦ '10 OREGON L Mmm A Landon, A-sraclates, Inc. Civil $ c w'0-,,w-oontal Engineer,; Plannet - IL I;' 31622 U.S, ?-li=iAlvvay 19 114C-6h- Palm Harbor, Flori,'a 3,' G8. (727) 780-5,910 E13# 4(IM L.MA JOB # 545-01 y k 14 ;16'Id?+ seq. Nc. 58102 y ?. > r 41 ate' -, - - y, Four Seasons Grande , C`,r y 1 x .` List of Information f A. Introduction B. Location Map and Legal Description 1 a; C. Aerial .. 1 r { D. FEMA Flood Zone Map j E.. Drainage Calculations `}J 1 1 i A ' . 3 1 r.. a Four Seasons Grande City of Clearwater, Pinellas County, Florida - STORMWATER MANAGEMENT REPORT y ` L Overview This report.contains the necessary drainage calculations, exhibits and data to support the .,permitting and construction of the proposed Townhomes: The subject parcel is located on the east side of Evergreen Avenue and a little south of Drew Street in Section 15, Township 29 South, and Range 15 East. The total property size is 0.96 acres more or less. The stormwater management system will provide water quality treatment for the first ' 1/2 inch of runoff from the contributing areas as identified on the construction plans. The 'storm water management system has been designed to meet the criteria of the Southwest - Florida Water Management District. Please note that the project does not meet the drainage requirements for the City of Clearwater. Per discussions with City staff, the owner will be allowed to design the site in accordance with SWFWMD's requirements and will be able to pay a stormwater fee to the ` City in lieu of fully meeting their requirements. IL Existing Topographic and Surface Drainage Patterns seen on the existing conditions/demolition plan on the site the ro ertI As can be P plan, property contains two duplexes along with associated driveways. Based on the survey information ' the property slopes from East to West. There is approximately a 6'-8' change in elevation from the rear of the property to the front. The runoff from the site drains into Evergreen Avenue. This runoff enters Stevenson Creek to the west. Based on the Counties Lidar data and a site visit, the offsite properties to the east drain into this property. In addition some runoff from the adjacent building located to the South drains into this property. III. Description of Historic and Existing Cover As mentioned above, the property 2 duplexes with driveways. The majority of the property contains grass with some trees scattered throughout. ' IV. Environmental Considerations ' There are no Environmentally sensitive lands located within the property. ?. .. - w ?-. .r m_ .. .. ,- .- + ..*3s ... >.?;ri , ,. .. *. e.,• n.. _ ?. + .... r .. .., ..........-a?,..... _.4w-..... .a .? .- +.., o x++.?i.:...d..,.. .. .. ' W - Wendy's - St. Petersburg Stormwater Management Report Page 2 `. S V. Flood-Plain Considerations According to the FEMA Flood Zone Map of the area, the project site lies within Flood Zone "X" (unshaded). Please refer to FEMA Community Panel #12103C0109H Effective May ' 17, -2005. FEMA Flood Zone "X" (unshaded) represents areas outside the 500-year floodplain. VI. Geotechnical Description ~ Soil borings were done by Razak Geo Technical Engineers, Inc. (See'separate report). The underlying soils consist of fine sand within 10' of the ground surface. The seasonal ' high water level was estimated by the Geotechnical Engineer at 4.0' below grade or about elevation 17.0'. At the time of the borings the ground water level was located about 5.5 feet below the ground surface. VII. Stormwater Treatment Design The storm water management system for this site consists, of two dry detention i interconnected ponds located along the west end of the property. The Southwest pond contains an outfall structure which will discharge stormwater into an existing storm inlet located in the Evergreen Avenue R/W. Approximately 25' of 24" RCP pipe exit this inlet and goes to another stormwater inlet on the opposite side of the Street. Approximately ' 212' of 24" RCP exit this inlet and discharges directly into Stevenson Creek. ' Water quality treatment will be accomplished in the storm water management system that is sized to treat the first one-half inch of runoff over the entire contributing area. Pollutants conveyed to the dry detention area will be treated by effluent filtration through an ' . underdrain. It should be noted that the underdrain was sized to discharge the water quality volume in less than 24 hours. In addition to water quality, SWFWMD requires attenuation of the 25 year, 24 hour Florida Modified storm with discharge to the pre- development rate. The storm water management system meets these criteria and has an outfall structure that has been designed to restrict the release discharge to less than that of the pre-development flows. fldocl545-011erp REPORT.doc ' ry41'l"l. ..v .. .. .. .. w d_;. v.. w,... a - .,.. - _ s•?i - ,. .. _, ?.:.-. v. .. ..? e. ..» -. !. ... .+'.x,.., w - ? n. ,. .. +.=?'.t1.4+F .1 ? L OGAPION'MA P 1 J K, Ufa 1 c 1 1 c out, IS 1 WAS 1 1 ? LEGAL DESCRIPTION. ?m 1 LOTS 6, 7, 8, AND `9, BLOCK B, FAIRVIEW ADDITION, ACCORDING TO THE PLAT ' THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 85, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. i „CONTAINING 41,967 SQ. FT. OR 0.96 ACRES. MORE OR LESS. `tilt¢11i.RJ1 i.?tinwefranAAMvw fi.elldl/R/'fIYK M?dI.?Id OAA .naisw? .. =?.?T+f-x, ."pFi .. 9??:- ..i'.' ?n?k" ^'f ... 1? A jT' V / . i. EW ST RE-ET J -6 } I f rte, tp I {{ i M ? ? ? . ; ? J`l'V ?J ? L '"t.! ?' ? ? , :: ? } ?1?' Nei ? ?? t' ,F o ??; ? t,??? _ ? t \ . Z SITE rill 1? ?..; _ W eo- W W 1`•, s? r s 4 '' o Uj la 1 c.nwnsassi c,.,,. cP.o,??r..?Adnn?..?aeciu a..A nanFnnnF n?soai vnn m?.T 2 _ .i i i I ? ? ? ? ? ? ? . ? s ? r ? ? r w ? ? ?¦r ._ ?_ _ ._r__,u._.__? ??,, ?? ????? _ - _ .. ?. ? ? - - .. ??T. ?. ti _ _ LEGEND. SPECIAL FLOOD, HAZARD AREAS INUNDATED BY 100-YEAR FLOOD .'ZONE A No base flood elevations determined. ZONE AE Base flood elevations determined. ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); base flood elevations determined. ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain); average depths determined. For areas of alluvial fan flooding, velocities also determined. ZONE A99 To be protected from 100-year flood by Federal flood protection system under con- struction; no base flood elevations deter- mined. ZONE V Coastal flood with velocity hazard (wave action); no base flood elevations determined. ZONE VE Coastal flood with velocity hazard (wave action); base flood elevations determined. FLOODWAY AREAS IN ZONE AE S rill tF OTHER FLOOD AREAS ZONE X Areas of 500-year flood; areas of 100-year flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100-year flood. BOTHER AREAS ZONE X Areas determined to be outside 500-year floodplain. ZONE D Areas in which flood hazards are undeter- mined. UNDEVELOPED COASTAL BARRIERS' UNDEVELOPED COASTAL BARRIERS' ® 771. Identified kientlfled odherwi e . 1983 1990 or later Protected Areas IderatBed 1991 or Late 'Cosalel balder aroea are normally located v itNn or adjacent to Special Flood Hazard Areas. Floddpldn Boundary -?--?- Flood&W Boundary Zone D Boundary A.- eoanday oMding Special Fkad Hamm Zones, and BoMry blviding Areas of DiY- ferent Coastal Base Flood Elevations WWdn Special Rood Hazard zones. 513- Base Food Elevation Line; Elevation In Feet'- A A cross section u ne - 13 -----? Twoect Lim - - ML 987) Base Flood Elevation in Fe WIhere Uft*rm Within Zom`- RM7)t Elevation Reference Mark •M1.6 Rt-Mile Property Boundaries ••Referen-d to the North Amedcen Vertid Datum. 41988 . MAP REPOSITORY Rater to Repository Listing on Map Inch EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE RATE MAP SEPTEMBER 3.2063 EFFECTIVE DATE(SIOF REVISIOMS)TO THIS PANEL May 17.2005 _ to change Base Food Ehmdons. to add Base Flood Elevations, to change Special Road Hazard Areas, to add Spacial Flood Hazard Aroea, and to change zom designations. - For community map ravislon Nstay pier to countywide mapping. reran to the CommunlN Mao His- roNa locetad an the Rood Ina-- Stu& retort for I nls is an omclal copy or a portion of Lne above feterencea flood map. R . was extracted using F-MIT Ors-Una. This map does. not reflect changes or amendments which may have.been made subsequent to the date on the title block. For the latest product Information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov PRE AND POST DRAINAGE BASIN MAP (CONTOURS FROM PINELLAS COUNTY LIDAR) SCALE 1 "=100' _ ?? I 90A 1 DREW STREET ¦ - W 1 ' W A 'I keI Q 10 19, 20 21 22 23 25 26 2 1 1 17, , 1'_R(n oip(:. rycr p 1 Z _HARGES ? B-SITE B-OFF1 1 JW A=0.96 ACRES A=0.70 ACRES I ' O r / LLI 8-®FF2 W _ - A=0.12 ACRE - - z J >? W L c 1 (1) 1" or 0.5" water quality treatment ' "Four Seasons Grande" Volume/Stage Summary (M :.:. :. 1fC?LU IE Nka . 7#Gr .. ).... 18.00 0.022 0.000 18.50 0.033 0.014 19.00 0.044 0.033 ' 19.50 0.059 0.058 $ a € :20.00 0.073 0.091 y 20.50 0.089 0.132 ODIFIED CONDITION) NT-R- -B ' T[N it ?? ?.. !?? ... .......... acre 0.963 sQUA?.ITY ': (in) 0.50 TR€ATME.....:.:.? ` K IAA-JTX (ac-ft) 0.040 aiLltY (ft NGVD) 19.14 i i j Y n 1 t? y TT 4 sI - s ? i Cpre SWFWMD.xis f - v .: r'te' . ?1?h`..'R' q,:. -; : °t... ,. >..x • .,.r-r..__ ..? tt? .::- . , : ? -;` ? ? .- - _ _• n ? _ .._ _. ?,?'.••.. tea. ,:?.,.... . , _ ...._.-- "a-?`,.,`.... ..-E:.,? rry? Four Seasons Grande MODIFIED RATIONAL METHOD * 25 year storm event * zone 6 Overland Flow = 10 minutes Curb Flow = 0 minutes Time of Concentration = 10 minutes PREDEV.ELOPMENT CONDITIONS Historical Peak Disharge - -> Q = C * I * A WEIGHTED "C" FACTOR = 0.395 INTENSITY (in/hr) = 8.5 in/hr AREA (acres) = 0.963 acres 3.22 cfs PROPOSED CONDITIONS "C" factor Impervious = 0.615 acres * 0.950 = 0.584 Pond = 0.048 acres * 1.000 = 0.048 Open Space = 0.301 acres * 0.200 = 0.060 0.963 acres WEIGHTED " C" = 0.718 PEAK STORM RELEASE RAINFALL INTENSI FLOW RUNOFF FLOW REQUIRED DURATION 1 Q =CIA VOLUME VOLUME STORAGE (min) (sec) (inlhr) cfs) (c cf) cf) (ac ft 8 480 9.2 6.33 3039 1546 1493 0.034 10 600 8.5 5.85 3512 1932 1579 0.036 15 900 7.3 5.02 4514 2898 1616 0.037 <- 20 1200 6.4 4.45 5342 3864 1477 0.034 25 1500 5.8 4.03 6048 4830 1218 0.028 30 1800 5.4 3.70 6665 5796 869 0.020 35 -2100 5.0 3.43 7212 6762 449 0.010 40 2400 4.6 3.21 7701 7728 -27 -0.001 45 2700 4.4 3.02 8144 8695 -551 -0.013 50 3000 4.1 2.85 .8546 9661 -1114 -0.026 55 3300 3.9 2.70 8915 10627 -1712 -0.039 60 3600 3.7 2.57 9253 11593 -2339 -0.054 65 3900 3.5 2.45 9567 12559 -2992 -0.069 70 4200 3.4 2.35 9857 13525 -3668 -0.084 75 4500 3.3 2.25 10127 14491 -4364 -0.100 80 4800 3.1 2.16 10378 15457 -5079 -0.117 85 5100 3.0 2.08 10614 16423 -5809 -0.133 90 5400 2.9 2.01 10835 17389, -6554 -0.150 95 5700 2.8 1.94 11042 18355 -7313 -0.168 100 6000 2.7 1.87 11238 19321 -8083 -0.186 .4 f fl r 6"? r A..r 1. ? ?MYn i I I Four Seasons Grande Volume/Stage Summary (MODIFIED CONDITION) ':CONTRIBUTING: (acre) 0.963 1 ::::::25YRl24HR :...::: 1 0.033 0.014 ? U S:1NA E (ac-ft) 0.077 :::QUALf -VOLUME :::::25YR/24HR::::: : ::::PON:D (ft NGVD) 19.78 :::ELEVATIGNt Stage vs. Storage 21.00 20.50 20.00 19.50 -o-Sehes1 19.00 18.50 18.00 17.50 0.000 0.020 0.040 0.060 0.080 0.100 0.120 0.140 Storage (ac-ft) ::;:::::AREA : : :: CUMUL: .......... NGVD) : .................. :::?::(Acres):::< ............. ::lac=ft) 18.00 0.022 0.000 18.50 19.00 0.044 0.033 19.50 0.059 0.058 20.00 0.073 0.091 20.50 0.089 0.132 Wqualg SWFWMD.XLS '............... . '.'.'.'.'.'.'.'.' .'.'.'` .:... ?..:..... I ....... ....'? 'F. '.'.'. '.".'.1111EI#t'.'.'. '.'.S'EED'.'. pUTFAtI : ::::C :: ::: PEQt4::::: :::::::CREST::::: :::: P 14:::: ::CREST:::' :::: DOW.N:::: STRUCTURE >?<>:::"``: :::ST?4 :: :::4 :EVATI.ON ? :OUTF.k:OW : :'.:LENGTH::: :.:.:'TIME:,:"` ff NGVD*. {..........) ::t NGVD. *:::: { . ) .... :::::::: cfs ..... ......... .....?. ..... :: ....?........ 1 3.33 19.78 19.14 3.22 1.89 0.14 i 3 WATER QUALITY ELEVATION = 19.14 FT NGVD ``BOTTOM OF POND ELEVATION _ 18.00 FT NGVD WATER VOL AT QUALITY ELEV 1748 CF UNDERDRAIN CENTERLINE ELEV _ 17 FT NGVD TOTAL HEAD 2.14 FT ;INCREMENTAL HEAD STEP = 0.1 FT # STEPS TO BOP = 11.4 STEPS t t # STEPS TO ZERO HEAD 21 STEPS ? ' -.INCREMENTAL VOL 153 CF FLOW LENGTH THROUGH FILTER MEDIA 2 FT _ HYDRAULIC CONDUCTIVITY(K) 5 FT/HR . .UNIT PIPE LENGTH (L) 1 FT + .TIME REQUIRED FOR UNIT PIPE 311 HOURS ACTUAL PIPE LENGTH = 8.6 FEET ACTUAL DRAWDOWN TIME = 36 HOURS t (Actual length * Actual time) _ (Unit length * Time for un it length) Note: For detention with effluent filtration system, detention volume must be available again within 36 hours. C 9 UndldmXLS , f ?£,; ,aza gine k .w,eoTecincl;rE ers F ri:? r ` - 746 Mauitreet;Dunedm;=FL4G98 72? 736`=4922 Fax 727 796, 200m4 Apnl,17, 2006: Thomas Geo.'rge j Tefat 1Y+«"4Y d w, A Pi elude Constrachon Company;wI nc ' _ sr r_ T'03611705 Dun`edinF134697 01705 ?..'..p..r.. d 1.' , ,FS' '• 1. 'r Nakn ,'. RE:1 lOS and 115 Eveigr en Street' ` Y w » _N y ;Clearwater; Fl 4 DearMr?George: "f t We performed three`° 3 `standardx `" 'on test boring to depth of twenty five (25) feet; tw64 (2) land er double filtration test`at ?`lo?edtdons HA 1d?° r lionngs to a depth of ten (10)rfeet and one}(1) ring nnQ ,.. t, }...: _ .i...+ K,Y,?•r-.,-^S '"[e!`"F''ut«".:.1. "+e+•..F v X nr°-. ^1 r ' 1 h penetration test boruigs' indicate "that the allowable beaiYng capacity" will not exceed 2.000 pounds . per f sq are foot siid? additional •be ili capacity ; is ` requued. The. ground water table win not tie a significant. i factor during constcuction,of tins biflldt?fi?g ' r It is our recomiiendation, toprevnt diffe%ntial settlement, remove a11}vegetation and the old existing house sand proof roll theearea wita heavy com_ pastor 84 inch drum vw +ith a.rated capacity a 20, 25 ton to attain a minunu 'deiisty of 95% ASTM D1557 78 x? . L? _ J=water l6vel is four o The double ru g' uifiltrahon tests were'coinducted "at*test boring HA-1The seasonal lug wv X'aw'"" as 3t.? 3E$+ k Ac1g 7'" ^t -. s. r "i(4)Ifeetbelowthesuface*andth undo ter„ table,isr;five, an_done half (5 5)?^feetbelow :the surface' 8m A k than onef fo oot ' tfull Tlie infilmhon`'ratepis urj(4) inches per, houE= ,Was`.:eondu??ed no:greater ?.c G he yx.. 'R...::i- rr K' 3?,'°. ^_ i r• 1 .--°"y=. the ow W. eX]stlnQ surface° U01111 sJ w ',. } 1`!ie roadway, and k "? ' g" area `s l}be' con with one; and +half inch asplialt (PC3) with s j6) inches .. .-_ - (9)inches comp AAS - of itffiterockrfor a and ±a f ntne "acteduto X98% HTO3 8Q? 'y l~DOT , y ?a-?,^$ arc es subgrade shallfliejtwoj(2)'fi ches of A`s-t;(S? anct twelves f lcmer®ck} ecelerat?on or acc;ele atton laes-, F and nuie (9)incliesof sulade with the base and subbase connpa?ct to AASHT?O,T Th ie e6mmen on is abased won construction of a:; two SW b finding Thank' y u f ir?e?opporr?+ oe40 secrnca and if you }iaye'a y questions plea a do not hesrtat? to call. j ^ _' r k +k x 1dszi HFVahali Dyad F Ramsey, P E, M aPresldeat .... Eiecutive Vice President ° z . Geoteclnical'?En?nrotirY}erital Construction Materials _ 43 Foundation,?Studes and Repairs • Construction Inspecpon Sinkhole Studies' r -,.w _ _ d.,.??.6•..tr .-e'... ?m sk4. *s._ w r;?l?-+, ,..,, .,.w . .'YM' ?-" ? ..•?vvc y3fw'.'!,rt ? q •+YY. n4t+.y? -.an,•?• rai'Ka__ ".,,,.t+y .. -y.., '1i i' s'. - )1 d `°t n ` 4,. SOIL CLASSIFICATION+LOG ?'? ?`' •glnesring rL L ._ .:?` g u ??_ w fi- ?.:? . ? H ?, ' y f, dF :} 5 .. ? A Cs: t r # }yta? Prelude Construction REPORT NUMBER: 26040 CIIENT 7 j n. t N • ?` 4 13 CLW Fl. • 1 1 5 Ever reen Street ' DATE 2006 dPROJECT . 1.0 5Y & g ... . ,, ,. ? LOf,ATION Si Skt s: ,' 4'07: 2006' s r " NOATEF'OERFORMED' w , ,,, ne Penetrometer €METHOD" USFA: :`X Hand dAuger ; Test Excavation X'7 Probe co ?' 9 ..... ? ..., •.5., 6 ?,,,,, ? .,.....,d,. .?.: ? w-.-.? rw.....a.a,.,q, w -.....•.,.- s,?•cwe. - t`" ?...... ? M,,....A.ti, .F TE DEPTH'` (FT1'GROUNDWATER ' W`. S0IL4 DESCRIPtTION,R (EI (EI k ./r kr ? Y i P Y ! d '' {. B1? 0.0 ti- 4.0 r loose Gray he Sind 5.6' 4.0 = 10:0 .Medium dense',Brown'firis Sarid Silty: Fine sand 10 0' 15'6,- Medium dense Tan KM. 15. Stiff;,-Cray Cliyeysand' ' 20.Oa. 250 ' Stiff Gray 'Clay. t ?. Y. B2. 0.0- 4.0 Loose gray Fine Sanded' .5 5 0.0 - 4010- Medium Brown Fihd:'Sand-< W ;1`0.0. - 1,5;0 Medium Dense BrowFine Sand *.` { 15.0 20.0 Stiff Gray CTey - 20.0 25:0 Stiff Gray Glayey Sandi r r :' - 0 Yellow Fine Sand MT'a 40 r0 5 ? x '5 0 - 9 0 0, Medium dense Brown. ins Firiez Sand 1?0 0 15 t`0= Medi m dense" j4 3,; ray Clayey.Sand " 1"5 k0 20„0 ;sti?ff 2 0 .t0 2 5;; S f ay' i ?y1+ 0 f Gray =Cl ? v?r?' _ •?e'• ra .wp.• ? P Y •, v d 1 1 f .lk} ? e ? ?4 ? ?_ ? i ; ? d ? 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'..w:.??.....:w.....,.nn., W 1k C-11 ?i 0 CITY OF C LEARWATE R PLANNING DEPARTMENT POST OrEFCE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICFS BUILDING, 100 Soum MYRTLE AVF,Nui.,, CLFARWATER, FLORIDA 33756 Ti,11THONE (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING D17 .VE1.OPMEN'I- REVIEW February 9, 2007 Ms. Simee Adhikari 611 S. Fort Harrison Avenue Clearwater, Florida 33756 Re: Minor Revision to FLS2006-04025 -105-115 N. Evergreen Avenue (Four Seasons Grande) Dear Ms. Adhikari: At its meeting of August 31, 2006, the Development Review Committee (DRC) approved with conditions the above referenced Flexible Standard Development application to permit 14 attached dwellings within the Medium Density Residential (MDR) District pursuant to Section 2-303.A of the Community Development Code and a Comprehensive Landscape Program to reduce the required width of the north landscape buffer from ten feet to five feet (to the refuse enclosure) and the east landscape buffer from ten feet to six feet (to rear landing) and seven feet (to air conditioning pad) pursuant to Section 3-1202.G of the Community Development Code. On January 8, 2007, a request was submitted to. split the previously approved eight-unit building along the east side of the property into two building consisting of four units each with a separation of ten feet in between the two buildings as per Fire Department requirements. In accordance with the provisions of Section 4406.A of the Community Development Code, the proposed revision has been deemed to be a Minor Revision and is hereby APPROVED with the following conditions as per the original Development Order: 1. That prior to the approval of the Final Plat, the open space/recreation impact fees must be paid; 2. That prior to the issuance of any building permits, all Fire Department conditions are addressed; 3. That prior to the issuance of any building permits, the civil plans must be revised to provide an inside drop due to a fall inside the sanitary sewer manhole in excess of two feet; 4. That prior to the issuance of any building permits, the civil plans must be revised to provide the City of Clearwater Contract Specifications and Standards Index #302, page 3/3; 5. That prior to the issuance of any building permits, the civil plans must be revised to depict the new sanitary manholes so as not to read "City of Clearwater" as the sanitary sewer will be privately owned and maintained; 6. That prior to the issuance of any building permits, a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension shall be provided; 7. That prior to the issuance of any building permits, a note is added to the plans stating the following: 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; 1'10\\K I lllm m, Mm.ol" P)IIN Dm,v'?, Crxa?CU:w:>nsr:r I IM-1 I I:ANIHAON, COI NCn.N11-NMET. IiiH j0N,tiI)N, C( NcaLN11:N1HP.R C:uu:.,-, A. Pr ersr:`, Cc n sc:!i.>n_>n+er, "FQHA. I:NtPLOYMENT ANI) Ar:i:iRi 1ATIvIt Arno," Emi)i.m ut, " February 9, 2007 • 0 105-115 N. Evergreen Avenue (Four Seasons Grande) Page 2 of 3 8. That prior to the issuance of any building permits, a copy of an approved health permit for the installation of the domestic water main shall be provided; 9. That prior to the issuance of any building permits,.the civil plans must be revised to depict all fire hydrant assemblies being installed greater than 10 ft. from a water main as being constructed with ductile iron pipe and having a gate valve at the tee on the branch line, and at the fire hydrant assembly (F.H.A.); 10. That prior to the issuance of any building permits, the Final Plat for "Four Seasons Grande" shall be recorded; 11. That prior to the issuance of any building permits, the civil plans must be revised to depict the water supply to building and a double detector check valve assembly back flow prevention device, provided the units are to have separate standpipes; 12. That prior to the issuance of any building permits, the plans must be revised to depict a stop bar with stop sign at the driveway; 13. That prior to the issuance of any building permits, a copy of the approved SWFWMD permit must be provided; 14. That prior to the issuance of any building permits, the civil plans must be revised so that the storm water pond can drain down in 24 hours; 15. That prior to the issuance of any building permits, the civil plans must be revised so that six inches (6") of freeboard from design high water level to top of bank is provided; 16. That prior to the issuance of any building permits, the City double wing inlet is relocated to a location south of the new driveway; 17. That prior to the issuance of any building permits, depict the root prune requirements for the top of bank at the 20" Oak tree; 18. That prior to the issuance of any building permits, the civil plans must be revised to depict the 18" Oak ("G") as to be removed; 19. That prior to the issuance of any building permits, the civil and landscape plan must be revised to depict the canopy of the 20" Oak tree; 20. That prior to the issuance of any building permits, the plans must be revised to depict the locations of the proposed light poles on the landscape plan in a manner that does not conflict with the approved landscaping; 21. That prior to the issuance of any building permits, the plans must be revised so as to clarify how mail delivery/pick-up is to be accommodated; 22. That prior to the issuance of any building permits, the notations regarding the "proposed Progress Energy light pole" must be revised to reflect what is actually proposed. 23. That prior to the issuance of a Certificate of Occupancy, any required Transportation Impact Fees are paid; 24. That prior to the issuance of a Certificate of Occupancy, the applicant shall submit five sets of as-built drawings that are signed and sealed by a professional engineer registered in the State of Florida, so that Public Works/Engineering may field inspect the as-built drawings for accuracy; 25. That prior to the issuance of a Certificate of Occupancy, all utility equipment, including but not limited to electrical and water meters, is screened from view and/or painted to match the building to which they are attached, as applicable; 26. That the final design and colors of the buildings are consistent with the architectural elevations approved by Staff; 27. That all utilities including individual distribution lines will be installed and/or relocated underground; and 28. That if the 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, and that 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. 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. to fft@myclearwater. com. February 9, 2007 • i 105-115 N. Evergreen Avenue (Four Seasons Grande) Page 3 of 3 Sincerely, le" Michael Delk, AICP Planning Director S: IPlanning DepartmenACD BIF1ex Standard (FLS)Unactive or Finished CaseslEvergreen Ave N105-115 (MDR) - ApprovedlMinor Amendment submitted 01-08-071Evergreen Ave N 105-115 - Minor Revisions Letter 02-09-07.doc ,ria^,?lrwrtw t lb 'o ATE, LONG RuuGr PI.ANNING DI:Vr1,0P,MFN7' Rrv11:W January 18, 2007 Ms. Simee Adhikari 611 S. Fort Harrison Avenue Clearwater, Florida 33756 C ITY OF C LEA.RW.A.TER PLANNING DEPARTMENT Posy Om,cr: Box 4748, CLF.ARWATER, FLORIDA 33758-4748 MUNICIPAL SrRVIGI=,s BiALDING, 100 Soui'i-I MYR'I'u, Avi'NUIi, CLEARWATER, FLORIDA 33756 ri:,.rP1 roNf: (727) 562-4567 FAX (727) 562-4865 Re: Minor Revisions to FLS2006-04025 (105-115 N. Evergreen Avenue) Dear Ms. Adhikari: The following information is provided to you as designated agent for the above referenced project. The revised plans have been reviewed for technical compliance; however the following comments have been identified and will need to be addressed: ? The letter from Erik Madsen (Landon, Moree and Associates) states that the air conditioning units for the front townhomes had been moved from the small landscape area to the wooden deck; however the revised plans have not accomplished this. In addition, these air conditioning units have not been depicted on the revised landscape plans. ? In contrast to the landscaping being provided across the balance of the site, the area between the two back buildings is very sparse. Given the larger area available (as compared to the previous submission) at least some form of foundation plantings should be provided as well as an island between the driveways consistent with the others. Next Step: Submittal of Revised Plans Please submit one (1) complete set of revised plans addressing the above comments. 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(ti',nzyclearu ater. conz PRANK 1111WARD. MAYOR .JOHN DORAN, 0WINCILM1:.NMEN I IMT I I:vN111.WN, U)I N HMENMIT' 1311.1J0NS()N, OWN(:ILNIB11W C: rrr:N,?. Prrr:rsic , Ccx aaum. liseR "F(' IAL EN411LOY:MEN't AND Arr•n;alATivl: Acrid N ]"NIPLO) FIC 0 • Jan 8, 2007 City of Clearwater Planning Department Dear Mr. Robert Tefft: Upon receipt of the Development Order for "Four Seasons Grande Townhomes", our Civil Engineer noticed that Item #1 under "Conditions of Approval" appeared to imply that we were providing sprinklers for the eight-unit building at the rear of the property. As it was not our intention to sprinkle any of the buildings, I contacted the Fire Marshall's office to clarify the comment and spoke with Mr. Lenny Rickard. He informed me that we failed, the150 foot distance to the midpoint of the rear of our eight- unit building, as required by regulation. The discrepancy between our determination of the distance and the method the fire department uses was at least twenty-five feet. At that point I met with the architect, civil engineer, and the contractor to see how we were going to meet the requirement. Adding the cost of sprinkling the rear building or of dropping two units to meet the 150-foot regulation was untenable given the additional design and engineering costs associated with being in the Downtown Core Zoning District. Finally, it was suggested we split the building into two buildings thereby, creating a lane for a fireman with a hose to walk through. By narrowing the individual units by four inches and pushing the buildings to the landscape buffer (within the setback limit) we were able to create a ten and a half foot lane between buildings. Thus we have now two four-unit buildings at he rear of the property which will be more attractive having two more end units with the opportunity for windows. Although the impacts for changing the site plan came from a fire department regulation and a slight increase in the cost of having two buildings in lieu of one, we believe that the final design will enhance both the look and marketability of the project. Under the given circumstances, I sincerely hope that you will reissue a Development order for our project after reviewing it with your team. If you have any questions or comments please feel free to contact me at 727-501-4727. I thank you in advance for your time and consideration. Sincerely, Simee Adhikari Managing Member Four Seasons Grande, LLC ROME • • 31622 US 19 North Paim Harbor, Florida 34684 NINE Phone: (727) 78965010 I (727) 787-4394 AE GR.COM Landon, Moree & Associates, Inc. Fax: M WWW.LAENM Civil & Environmental Engineers - Planners - Surveyors MADSENa@LMAENGR.COM December 20, 2006 City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 Attention: Robert Tefft, Planner III Re: Four Seasons Grande F LS2006-04025 Dear Mr. Tefftt: Please find attached 3 copies of the revised site plan for review and approval. Please note the rear townhomes were separated to provide a gap in the building as required by the fire department in order to avoid sprinkling the buildings. In addition, we shifted the air conditioning units for the front townhomes from the small landscape area to the wooden deck. Please do not hesitate to contact me if you have any questions or need additional information. Sincerely, Landon, Moree & Associates, Inc. Erik Madsen, P.E. WOMEN M N :' _ _ LMA J __.Landon, Moree & Associates, Inc. • 31622 US 19 North Palm Harbor, Florida 34684 Phone: (727) 789-5010 Fax: (727) 787-4394 WWW.LMAENGR_cnM Civil & Environmental Engineers - Planners - Surveyors December 20, 2006 City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 Attention: Robert Tefft, Planner III Re: Four Seasons Grande FLS2006-04025 Dear Mr. Tefft: 14-c, P. 6: r ss0e0 \V. . AC (C o &&-(D V'ti - 5 . Please find attached 3 copies of the revised site plan for review and approval. Please note the rear townhomes'were separated to provide a gap in the building as required by the fire department in order to.avoid sprinkling the buildings. In addition, we shifted the air conditioning units for the front townhomes from the small landscape area to the wooden deck. Please do not hesitate to contact me if you have any questions or need additional information. Sincerely, Landon, Moree & Associates, Inc. J Erik Madsen, P.E. 0" I j 0-?Cle C4-e- JC 5 I 0 • Jan 8, 2007 City of Clearwater Planning Department Dear Mr. Robert Tefft: Upon receipt of the Development Order for "Four Seasons Grande Townhomes", our Civil Engineer noticed that Item #1 under "Conditions of Approval" appeared to imply that we were providing sprinklers for the eight-unit building at the rear of the property. As it was not our intention to sprinkle any of the buildings, I contacted the Fire Marshall's office to clarify the comment and spoke with Mr. Lenny Rickard. He informed me that we failed, the 150 foot distance to the midpoint of the rear of our eight- unit building, as required by regulation. The discrepancy between our determination of the distance and the. method the fire department uses was at least twenty-five feet. At that point I met with the architect, civil engineer, and the contractor to see how we were going to meet the requirement. Adding the cost of sprinkling the rear building or of dropping two units to meet the 150-foot regulation was untenable given the additional design and engineering costs associated with being in the Downtown Core Zoning District. Finally, it was suggested we split the building into two buildings thereby, creating a lane for a fireman with a hose to walk through. By narrowing the individual units by four inches and pushing the buildings to the landscape buffer (within the setback limit) we were able to create a ten and a half foot lane between buildings. Thus we have now two four-unit buildings at he rear of the property which will be more attractive having two more end units with the opportunity for windows. Although the impacts for changing the site plan came from a fire department regulation and a slight increase in the cost of having two buildings in lieu of one, we believe that the final design will enhance both the look and marketability of the project. Under the given circumstances, I sincerely hope that you will reissue a Development order for our project after reviewing it with your team. If you have any questions or comments please feel free to contact me at 727-501-4727. I thank you in advance for your time and consideration. Sincerely, Simee Adhikari Managing Member Four Seasons Grande, LLC 0 0 g I y . r::1 LONG RANGE PLANNING DEvE1,oPmFNT REVIFW November 13, 2006 Ms. Simee Adhikari 611 S. Fort Harrison Avenue Clearwater, Florida 33756 CITY OF CLEARWATER PLANNING DEPARTMENT PosT OrI=IcI: Box 4748, CLEARWATER, FI,ORIDA 33758-4748 MUNICIPAL SIiRVICEs 13UII.DING, 100 SOUTH MYRTLG AVFNUF, CLEARWATER, F1.6RIDA 33756 T(a.Fw,IoNE (727) 562-4567 FAX (727) 562-4865 Re: FLS2006-04025 / PLT2006-00002 -105-115 N. Evergreen Avenue (Four Seasons Grande) Dear Ms. Adhikari: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On August 31, 2006, the Development Review Committee (DRC) reviewed your Flexible Standard Development approval to permit 14 attached dwellings within the Medium Density Residential (MDR) District pursuant to Section 2-303.A of the Community Development Code and a Comprehensive Landscape Program to reduce the required width of the north landscape buffer from ten feet to five feet (to the refuse enclosure) and the east landscape buffer from ten feet to six feet (to rear landing) and seven feet (to air conditioning pad). In addition, on October 5, 2006, the DRC reviewed the Preliminary Plat associated with the above referenced Flexible Standard Development application. The DRC APPROVED these applications based upon the following Findings of Fact and Conclusions of Law and subject to the attached conditions of approval: Findings of Fact: 1. That the 0.963-acre subject property is located on the east side of North Evergreen Avenue between Cleveland and Drew Streets; 2. That the subject property is located within the Medium Density Residential (MDR) District and the Residential Medium (RM) Future Land Use Plan category; 3. That the development proposal is subject to the requirements of the Clearwater Downtown Redevelopment Plan and the Design Guidelines contained therein as the property is located within the East Gateway character district; 4. That the development proposal is compatible with the surrounding area and will enhance other redevelopment efforts; and 5. That there are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Standards and Criteria as per Section 2-303 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2-303.A of the Community Development Code; 3. That the development proposal is consistent with the General Standards for Level One and Level Two Approvals as per Section 3-913 of the Community Development Code; PRANK I111MARU, NbwOR JOHN DO RAN, COuiNC11AII:.\I1WR I IM-F I IANIIIAON, O ;NCIL>1EMBI7t R11.1jo,\.s m', 0)I11X : I-m1:m 1wR CARi.r:i\ A. Prrerstt,\, Cot.?c:n. m.>usi:R "EQ(JAI, 13wu1L0)'MI:NT AM) ArruRnIA'HvI: Ac ION I;'NIPLo) 1:1' November 13, 2006 105-115 N. Evergreen Avenue (Four easons Grande) - FLS2006-04025 / PLT2006-0 002 Page 2 of 3 4. That the development proposal is consistent with the Comprehensive Landscape Program criteria as per Section 3-1202.G of the Community Development Code; 5. That the development proposal is consistent with the Downtown Design Guidelines; and 6. That the development proposal is consistent with the Visions, Goals, Objectives and Policies of the Clearwater Downtown Redevelopment Plan and the East Gateway character district. Conditions of Approval: 1. That prior to the approval of the Final Plat, the open space/recreation impact fees must be paid; 2. That prior to the issuance of any building permits, all Fire Department conditions are addressed; 3. That prior to the issuance of any building permits, the civil plans must be revised to provide an inside drop due to a fall inside the sanitary sewer manhole in excess of two feet; 4. That prior to the issuance of any building permits, the civil plans must be revised to provide the City of Clearwater Contract Specifications and Standards Index #302, page 3/3; 5. That prior to the issuance of any building permits, the civil plans must be revised to depict the new sanitary manholes so as not to read "City of Clearwater" as the sanitary sewer will be privately owned and maintained; 6. That prior to the issuance of any building permits, a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension shall be provided; 7. That prior to the issuance of any building permits, a note is added to the plans stating the following: 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; 8. That prior to the issuance of any building permits, a copy of an approved health permit for the installation of the domestic water main shall be provided; 9. That prior to the issuance of any building permits, the civil plans must be revised to depict all fire hydrant assemblies being installed greater than 10 ft. from a water main as being constructed with ductile iron pipe and having a gate valve at the tee on the branch line, and at the fire hydrant assembly (F.H.A.); 10. That prior to the issuance of any building permits, the Final Plat for "Four Seasons Grande" shall be recorded; 11. That prior to the issuance of any building permits, the civil plans must be revised to depict the water supply to building and a double detector check valve assembly back flow prevention device, provided the units are to have separate standpipes; 12. That prior to the issuance of any building permits, the plans must be revised to depict a stop bar with stop sign at the driveway; 13. That prior to the issuance of any building permits, a copy of the approved SWFWMD permit must be provided; 14. That prior to the issuance of any building permits, the civil plans must be revised so that the storm water pond can drain down in 24 hours; 15. That prior to the issuance of any building permits, the civil plans must be revised so that six inches (6") of freeboard from design high water level to top of bank is provided; 16. That prior to the issuance of any building permits, the City double wing inlet is relocated to a location south of the new driveway; 17. That prior to the issuance of any building permits, depict the root prune requirements for the top of bank at the 20" Oak tree; 18. That prior to the issuance of any building permits, the civil plans must be revised to depict the 18" Oak ("G") as to be removed; 19. That prior to the issuance of any building permits, the civil and landscape plan must be revised to depict the canopy of the 20" Oak tree; November 13, 2006 105-115 N. Evergreen Avenue (Four easons Grande) - FLS2006-04025 / PLT2006 0002 Page 3 of 3 20. That prior to the issuance of any building permits, the plans must be revised to depict the locations of the proposed light poles on the landscape plan in a manner that does not conflict with the approved landscaping; 21. That prior to the issuance of any building permits, the plans must be revised so as to clarify how mail delivery/pick-up is to be accommodated; 22. That prior to the issuance of any building permits, the notations regarding the "proposed Progress Energy light pole" must be revised to reflect what is actually proposed. 23. That prior to the issuance of a Certificate of Occupancy, any required Transportation Impact Fees are paid; 24. That prior, to the issuance of a Certificate of Occupancy, the applicant shall submit five sets of as-built drawings that are signed and sealed by a professional engineer registered in the State of Florida, so that Public Works/Engineering may field inspect the.as-built drawings for accuracy; 25. That prior to the issuance of a Certificate of Occupancy, all utility equipment, including but not limited to electrical and water meters, is screened from view and/or painted to match the building to which they are attached, as applicable; 26. That the final design and colors of the buildings are consistent with the architectural elevations approved by Staff, 27. That all utilities including individual distribution lines will be installed and/or relocated underground; and 28. That if the 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, and that 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. I concur with the findings of the Development Review Committee.and, through this letter, APPROVE your application for Flexible Standard Development with the above conditions. This approval is based upon, and must adhere to, the application and development plans received October 25, 2006. Pursuant to Section 4-303 of the Community Development Code, an application for a building permit shall be made within one year of Flexible Standard Development approval (by August 31, 2007) with all required certificates of occupancy being obtained within two years of the date of issuance of the building permit. Please be advised that time frames do not change with successive owners. An extension may be granted by the Community Development Coordinator for a period not to exceed one year and may be done only within the original period of validity. The Community Development Coordinator may approve one further extension not to exceed one year for good cause shown and documented in writing. The coordinator must receive the request for extension within the period of validity following the first extension. The issuance of this Development Order does not relieve you of the necessity to obtain building permits or pay 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. 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(a)myclearwater.com. Sincerely, Michael D k, CP Planning Director S:Tlanning DepartmentlC D BTIex Standard (FLS)IInactive or Finished CaseslEvergreen Ave N 105-115 (MDR) - ApprovedlEvergreen Ave N 105-115 - Development Order 11-13-06.doc 0 0 ??i ??{.I?o X11 LONG RANGE PLANNING DEw-i.oPMI:NT Ri:vu:w October 5, 2006 Ms. Simee Adhikari 611 S. Fort Harrison Avenue Clearwater, Florida 33756 CITY OF CLEARWATER PLANNING DEPARTMENT Pos-r 0rru:1.; Box 4748, CLIiARWAIEV, FLORIDA 33758-4748 MUNICIPAL SBRVICGS BUILDING, 100 SOUTH MvRTLI{ Avr:xl;r:, G.I:ARWATEi , FLr)RII)A 33756 '1'Ia.r•.P,IONF (727) 562-4567 FAX (727) 562-4865 Re: FLS2006-04025 (105-115 N. Evergreen Avenue) Dear Ms. Adhikari: This letter is in response to the revised plans submitted on September 26, 2006, to address the conditions associated with the above referenced project. A review of those plans was conducted and the following conditions remain outstanding and will need to be addressed prior to the issuance of a Development Order: Landscaping: Pursuant to Section 3-1202.B.I of the Community Development Code, at time of installation shade trees (Live Oak, Winged Elm) shall be a minimum of ten feet in height and planted five feet from any impervious area. 10-05-06: There are five (5) shade trees that are planted within five feet (5 ) of an impervious surface: the Winged Elms to the east and west of the refuse enclosure, the Live Oak and the Winged Elm at the northwest and southwest corner of the "T" intersection, and the Live Oak at the southwest corner of the north/south drive aisle. Pursuant to Section 3-1202.B.1, in order to reduce irrigation needs, groundcover is encouraged in-lieu of turf/sod. It is recommended that those small sodded areas between the driveways be replaced by groundcover. Additionally, those sodded areas adjacent to the entry should be replaced by groundcover. 10-05-06: The sodded areas between the driveways have not been modified to consist of groundcover. Planning Department: 00"Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, specialized paving designs shall be utilized especially where pedestrian and vehicular paths intersect. 10-05-06: This comment was not addressed with the revised plans. ('Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, the use of interlocking pavers, brick or other similarly textured materials should be used for parking lot surfacing and/or accents. 10-05-06: While staff appreciates the response provided, the condition still stands. It is suggested that the entry apron be constructed from pavers - the balance of the drive aisles could exist as asphalt. FRANK I I11MARi ), ,\9A) OI; 1)(w;\..\, C(,( XCALW MI WR I Im I I I:\>cn:rci . Cui c n_ n:>utrR ISiu.J(mu,?, Cni xai. n: iri:R ® (: ri.r:: ;\. I'rreRtie , Cui I'M 1[\i Mik F.\llT n>lr.I A.D Ari irn1:mvi: A(: i is iN I?.MI c» rr" October 5, 2006 0 0 FLS2006-04025 (105-115 N. Evergreen Avenue) Page 2 of 2 10-05-06.• The overhead utilities have been depicted on the paving, grading, and drainage plan; however not on the landscape plan. Further, the landscape plan does not appear to have been designed with these overhead utilities in mind. Please revise the plan to address this condition. Next Step: Submittal of Revised Plans One (1) complete set of plans (collated, folded and stapled) must be revised to address the above conditions of approval and submitted to the Planning Department. Once the revised plans have been reviewed for compliance with the above conditions, the Development Order for this project can be issued. Please be advised that the Flexible Standard Development approval is valid for one year; thus expiring on August 31, 2007. Prior to this expiration date, the first building permit must be applied for in order for this proposal to be considered established, and no permits may be applied for until the Development Order has been issued. In addition to the above, please find attached the DRC comments pertaining to the associated plat application (PLT2006-00002). 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@mvclearwater.com S: (Planning DepartmentIC D MFlez Standard (FLS)IPending Cases12 -Reviewed and PendinglEvergreen Ave N 105-115 (MDR) -Pending DevOrd (RT)IEvergreen Ave N 105-115 - Conditions of Approval 10-04-06.doc 'yltilllf}f?i `7 Conditions Associated With PLT2006-00002 105 N EVERGREEN AVE ?..:.MXI ry 1.1P Engineering Condition Steve Doherty 562-4773 09/19/2006 Prior to issuance of a Development Order: Not Met 1. Provide on the Preliminary Plat the address and telephone number for the property owner, Four Seasons Grande, LLC. CDC 4-703 (A) 2. 2. Words "Preliminary Plat" shall be on the preliminary plat. Show survey section, township and range lines on the preliminary plat. CDC 4-703 (A) 3 3. Show tie to U.S. Survey section/township/range lines. CDC 4-703 (A) 4. 4. Show on the preliminary plat the area of each of the individual lots proposed. 5. Tracts "A", "B" and "C" shall be combined into a single tract to ensure appropriate maintenance of proposed drainage ponds will result. Prior to issuance of a building permit: 6. Final plat shall be recorded with Pinellas County. (Community Development Code 4-708) Fire Condition James Keller 562-4327 x3062 09/18/2006 No Issues Not Met s Land Resource Condition Rick Albee 727-562-4741 09/19/2006 No Issues. Not Met Parks & Recs Condition Debbie Reid 562-4818 09/19/2006 Open space/recreation impact fees are due prior to issuance of building permit or final plat (if Not Met 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. Storm Water Condition Phuong Vo 562-4752 09/12/2006 No issues. Not Met Traffic Eng Condition Bennett Elbo 562-4775 06/13/2006 No Issues. Not Met Zoning Condition Robert Tefft 562-4539 09/05/2006 Plat identifies the adjacent right-of-way as Evergreen Road. Please be advised that the Not Met right-of-way is named North Evergreen Avenue. 09/05/2006 Tract "A" extends to the northern and southern extents of the property; however the Not Met corresponding drive aisles do not extend so far. Print Date: 10/05/2006 CaseConditons Page 1 of 1 ??: • . 31622 US 19 North Palm Harbor, Florida 34684 BEEN LM A- Phone: (727) 789.5010 NOME Landon ii ree A Associates, Inc. WWW.LMAE Fax MAEN GR.COM ? M Civil & Environmental Engineers - Planners - Surveyors MADSEN@LMAENGR.COM September 26, 2006 City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 Attention: Robert Tefft, Planner III Re: Four Seasons Grande FLS2006-04025 Dear Mr. Tefft: Please find attached the following for review and approval: 1. 4 copies of the revised site plan. 2. 1 copy of the FDEP application for sewer service. 3. 1 copy of the FDEP application for the water main construction. 4. 1 copy of an 8 %2" x 11" sketch for the fire marshall. Please sign and return the FDEP applications so that we may submit plans to the health department and FDEP. Please note the following responses to the Cities DRC comments from August 31. Please. also note that separate response letters will be provided from the architect and landscape architect. ENGINEER RESPONSES: General Engineering: 1. 1 did not notice any drops greater than 2', therefore the requested detail was not added. If I missed something, please advise. 2. The manhole cover detail on Sheet 7 was revised to indicate that on-site sanitary sewer manholes shall not have the City of Clearwater nototation. 3. Please find attached the FDEP application for sewer. Please sign and return. 4. Acknowledged. See notes on Sheet 5. 5. Please find attached the FDEP application for water. Please sign and return. 6. Acknowledged. See notes on Sheet 5. 7. Acknowledged. See notes on Sheet 5. 8. Acknowledged. 9. The units will not have separate standpipes per the architect. Prior to C.O. items: Acknowledged. Fire: 1. Please find attached an 8 Y2" x 11" sketch showing a distance of 149.9 and 149.6 feet which is just barely under the 150' requirement. Therefore the buildings will not be sprinkled. Please note that the sidewalk will be flush with the asphalt. 2. Please see Sheet # 3 for the 30' radii. 3. The angle of approach was flattened. See Sheet # 4. Land Resources: 2. Tree 18 is shown to be removed on the Civil plans. 3. The canopy of the 20" tree is shown on Sheet 4. Landscaping: 5. The additional curbing was added. See Sheet 4. Stormwater: 1. We expect SWFWMD's approval soon and will forward it to the City upon our receipt. 2. The calculations previously submitted to the City show the pond will drain down in less than 24 hours. 3. The 6" of freeboard is provided. Please see Sheet 4. 4. New inlets are proposed along Evergreen Avenue. Please see Sheet 4. Traffic Engineering: 1. A stop bar and stop sign was added. Please see Sheet 3. Planning: 2. A note was added on Sheet 5. 5. Please see Sheet 3 for the easements. 11. Please note the decking was moved out of the setback. 13. In order to minimize traffic congestion, two driveways will be removed and one driveway will be installed in the center of the property. Please do not hesitate to contact me if you have any questions or need additional information. Sincerely, Landon, Moree & Associates, Inc. Erik Madsen, P.E. Civil & Environmental Engineers - Planners - Surveyors 0 l • TERRA TECTONICS design group, inc. September 25, 2oo6 Attn: Robert Tefft, Planner III City of Clearwater Planning Department ioo S. Myrtle Avenue Clearwater, FL 33756 Re: Four Seasons Grande, FLS20o6-04025, Landscape Architect Response Dear Mr. Tefft, Following are landscape architecture responses to the Cities DRC comments from October 5, 2oo6. Landscaping: 1. The shade trees have been moved the required distance from the curbs. Shade trees in areas that could not accommodate this requirement were changed to smaller flowering trees. 2. In the previous revision we had reduced the total square footage of sod by 13,713 sqft, leaving only 2287 sqft of irrigated turf on the site. The sod area in front of the buildings now account for only 450 sqft of sod. As such, the small areas in front of the units remain as the few areas on this site with sod. This reduction should satisfy Section 3- 1202.13.1. The rectangular areas between the driveways have been changed to shrubs. Please do not hesitate to call or email with any questions or comments you may have, design group, inc. Jonat aer, ASLA, ISA ORIGINAL Fl Re s red Landscape Architect Fl laooo1123 RECEIVED ISA C ified Arborists FLo948a ?;?; 2 ? 2006 Attachments p ANNING DEPARTMENT CITY OF CLEARWATER URBAN DESIGN • LANDSCAPE ARCHITECTURE • LAND PLANNING FL LCC 000254 2011 Cleveland Street, Suite E, Tampa, Florida 336o6-1756 813.258.4504 phone 813.258.4604 fax www.terratectonics.com 0 September 20, 2006 City of Clearwater Planning Department Attention: Robert Tefft, Planner III Re: FLS 2006-04025 (105-115 Evergreen Ave) • This letter is intended to address your letter of remaining conditions to be met prior to the issuance of a Development Order. Further, these written responses are to supplement revised drawings which are being submitted at the same time. Under "Landscaping": Item 3: The issue of A/C condenser pads is addressed in the "Comprehensive Landscape Program" application. Regarding the dumpster it was our understanding that Mr. Thompson granted us variance for this at that meeting. Please advise us if this has changed and the reasons for doing so. The remaining items under this heading are addressed on the revised drawings. Under "Planning Department": Item 2: Regarding the use of pavers for parking lot surfaces and/or accents, it is our understanding that this was intended more for business in the downtown core proper where these same criteria apply to public walkways, plazas and open spaces. Further the public drive within our development will be asphalt which does not lend itself to paver accents in an esthetically pleasing way. However, it is our intention to add paver borders to the entry apron and at every other construction joint in the concrete public walks. Item 3: Transitional open spaces: Firstly, the properties to the north and south are large apartment buildings which have their backs facing our property. Having said that, our living units are still recessed further from the street than either complex. Regarding the coordination of landscape and hardscape we believe the interplay of landscape, retention area, and wood nature/ boardwalk presents a unique and pleasing transition from public to private while varying the scale of elements presented to the street. Item 5: Completed health/safety effect: First we do not expect any negative effect in quantitative terms on any part or person in the neighborhood. On the positive side we maintain that new housing, • • landscaping and in particular drainage control will enhance the health and safety of the neighborhood when complete. Item 6: Minimization of traffic congestion: We believe that by having a single drive and that by centering the drive within the property, we have minimized any adverse effect on adjacent properties and on the neighborhood in general. Item 7: Minimization of visual, acoustic, and olfactory impacts on adjacent properties: For the dumpster, we have shown a sound attenuating masonry wall around the dumpster finished in the same stucco as is on the buildings to lessen its visual impact. Moreover, we were informed that each dumpster is sprayed upon emptying to inhibit any offensive smells. For the structures' orientation, vehicular traffic is directed inwardly thus minimizing auto noise toward adjacent properties. In addition, by entering the entry drive we remove the noise from entering and leaving the property as much as possible. As for the visual effect on adjacent properties there are several elements that minimize any adverse effect. First, all elevations of the buildings have the same finish and detailing. There are no "lesser" finish materials facing other properties. At the rear (east side) of the property the grade will be cut down six feet and a retaining wall put in. This will reduce the observable portion of the rear building to the residences adjoining that portion of the property. Finally, the buildings are a minimum of ten feet off the property lines despite a minimum five foot setback. And in addition the 100% landscape buffer will provide an attractive separation from adjacent properties. • SPECIFICATION GUIDELINES 02931 - 1 SECTION 02931 TREE AND PLANT PROTECTION PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Protection of existing trees and plants from damage because of Contractor's operations including, but not limited to: 1. Protection of existing natural woodlands. 2. Marking of clearing limits. 3. Vegetation protective signage. 4. Tree protection fencing. 5. Boxing of tree trunks. 6. Root pruning, construction pruning, and root protection. B. Related Sections: 1. 02200 - Earthwork 2.02900 - Landscaping 1.02 SUBMITTALS A. Proposed methods and schedule for tree and plant protection. B. Proposed methods, materials, and schedule for root pruning, construction pruning, and tree fertilization. 1.03 QUALITY ASSURANCE A. Comply with the most stringent applicable requirements of the following standards. 1. American National Standards Institute (ANSI) Z133.1 - Safety Requirements for Pruning, Trimming, Repairing, Maintaining and Removing Trees, and for Cutting Brush. 2. International Society of Arboriculture (ISA) - Guide for Establishing Values of Trees and Other Plants. 3. National Arborist Association (NAA) - Ref.l, Pruning Standards for Shade Trees. 4. International Society of Arboriculture (ISA) - Construction Management Guidelines. B. Damaged Trees/palms: 1. Trees scheduled to remain and are damaged during construction shall be replaced per canopy equivalency at no expense to the Board. Refer to Section 02910 for tree replacement form and acceptable plant list. C. If any shrubs designated to be saved are damaged and replacement is required, a number and diameter of shrubs of the same species and variety, as determined by the A/E shall be furnished and planted by the Contractor. The total inch diameter of the replacement shrubs shall equal the diameter of the shrub to be replaced. PART 2 PRODUCTS Four Seasons Grande - I - • • 2.01 COMPONENTS A. Tree Protection Fencing: 1. Tree protection fencing shall be 4 feet high galvanized chain link fencing. 2. Stakes for fencing shall be 8 feet galvanized steel posts, driven a minimum of 3 feet into the ground. Posts shall be spaced 10 feet o.c. maximum. B. Boxing (Fencing): 1. Boxing shall be 4 inch x 4 inch posts spaced 8 feet o.c., with 2 inch x 4 inch rails between bays approximately 24 feet x 24 feet centered on the tree trunk, to a height of approximately 5 feet. C. Root Pruning: 1. Peat moss and mulch materials shall be as specified under Section 02900. 2. Liquid fertilizer applied to root pruned'and construction pruned trees shall be Peters M77 Sequestered-Cleated Soluble Fertilizer by W.R. Grace and Co., Cambridge, MA, or accepted equivalent. 3. Dormant oil spray shall be a dormant miscible spray, Volck Oil, by Ortho or accepted equivalent. PART 3 EXECUTION 3.01 INSTALLATION A. Fencing: 1. Before start of demolition work and clearing and grubbing operations, tree protection fencing shall be installed at all trees designated to be protected. Fencing shall be installed a minimum of 15 feet beyond the drip line of trees to be protected, unless otherwise accepted by the A/E. B. Boxing: 1. Box trees to remain and not within designated tree protection areas. C. Root Pruning: 1. Where construction will occur close to existing trees designated to remain, roots shall be pruned. Proximity shall be as determined in the field by the A/E. 2. Root pruning is the physical cutting of tree roots to minimize root damage and promote healing. Suitable means for root pruning include trenching, vibrating plow, or stump grinder. Any method capable of tearing roots or disturbing the soil beyond the grading limit is not allowed. 3. Root prune trees as noted to a depth of 24.inches by trencher, backhoe, or other approved means. 4. Backfill root pruning trench with existing soil mixed with peat moss or well-rotted sawdust to a mixture of approximately 75 percent soil and 25 percent humus. Tamp lightly to set soil. Four Seasons Grande -2- 0 0 5. Apply mulch to a depth of 4 to 6 inches at minimum dripline radius around tree to reduce compaction and increase moisture retention. Mulch depth shall be feathered to grade at base of trunk. D. Construction Pruning and Root Protection: 1. To compensate for root zone damage by cut or fill work, prune top of tree to approximate percent of damaged root zone area. 2. Construction pruning shall consist of pruning the tree crown to compensate for root zone damage due to construction operations. Construction pruning shall include a fertilization/insecticide program. 3. Construction pruning shall comply with NAA Ref.I for Class IV - Crown Reduction Pruning and ANSI Z133.1. 4. For those trees remaining within construction zone to be protected, apply mulch to a depth of 6 inches within dripline radius around tree to reduce compaction and increase moisture retention. Mulch depth shall be feathered to grade at base of trunk. Remove protection mulch after completion of work as specified. E. Fertilization and Insect Spraying: 1. Treat root pruned and construction pruned trees with liquid fertilizer, dormant oil spray, and insecticide. a. Liquid fertilizer shall be applied at a rate recommended by the manufacturer and as required by NAA Re£2. b. Apply dormant oil spray, at a rate recommended by the manufacturer, in early spring before buds begin to swell. c. Apply insecticide spray twice to root pruned trees following application of dormant oil spray. Spray insecticide at rates recommended by spray manufacturer at intervals appropriate for effective insect control. F. Clearing Within Protection Areas: 1. Selective clearing within tree protection areas shall only be performed when and as directed by A/E. G. Removal of Protection: 1. Except as otherwise indicated or requested by A/E, temporary protection devices and facilities installed during course of the work shall be removed only after all work that may injure or damage trees and plants is completed. END OF SECTION Four Seasons Grande -3- 0 0 CITY OF C LEARWATE R PLANNING DEPARTMENT Posy OrPRcr: Box 4748, CR.R:ARwxn iR , FLORIDA 33758-4748 MUNICIPAL. SI?RVICi?s BUILDING, 100 SOUTH MYR'H.li AVLNUE, CITARWATER, FLORIDA 33756 TEILITHONE (727) 562-4567 FAX (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT RI?VII?W September 1, 2006 Ms. Simee Adhikari 611 S. Fort Harrison Avenue Clearwater, Florida 33756 Re: FLS2006-04025 (105-115 N. Evergreen Avenue) Dear Ms. Adhikari: At its meeting of August 31, 2006, the Development Review Committee (DRC) APPROVED your Flexible Standard Development application for 14 attached dwellings within the Medium Density Residential (MDR) District per Section 2-303.A of the Community Development Code, subject to conditions. Among those conditions were the following items, which must be addressed prior to the issuance of a Development Order for the application: Landscaping: Pursuant to Section 3-1204.13 of the Community Development Code, all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops. 08111106: Curbing has not been provided in all areas where it is necessary. The landscape island south of the driveway for Lot 1 does not have complete curbing, and the drive aisle abutting Lots 11 & 12. OPursuant to Section 3-1202.B.1 of the Community Development Code, at time of installation shade trees (Live Oak, Winged Elm) shall be a minimum of ten feet in height and planted five feet from any impervious area. 08111106: The revised plans do not address this comment. ,,R?Pursuant to Section 3-1202.D.1, a minimum ten-foot wide buffer with one tree every 35 feet on center and 100% shrub coverage is required along the entire perimeter of the subject property. With regard to the perimeter, the dumpster/enclosure encroaches into the buffer, the required spacing of the trees is not being met and 100% shrub coverage has not been provided. Along the south perimeter, the two proposed parking spaces encroach into the buffer and 100% shrub coverage is not provided. The ea_s?t, uffer is encroached upon by pavement, the required tree spacing is not met and 100% shrub coverage is not provided. Finally, the west perimeter does not meet required tree spacing (it's not much, but it's off) or provide 100% shrub coverage. 08111106: Aside from the two (2) parking spaces that encroached into the landscape buffer being eliminated, this comment has not been addressed. There is one point of clarification, however with regard to the east perimeter. The pavement encroaching is only applicable to the air conditioning equipment. Flo-\n I Ilimu;n. i\I:wOr J()IIN DORAN, C(n N(ALMENIM:r I IM-1 I IAMii WN. 0)l NC1I.VP.NIBIT' IMIJM1,ON, CraNai.w:?n,i[r. ® CANH:N A. PFI1:16r.N. C()I NCAUIRU WR ?n;Nr :yND AITINNIA l j u Ac rid IN F,MITO) 1:R" August 31, 2006 • 0 FLS2006-04025 (105-115 N. Evergreen Avenue) Page 2 of 3 accent trees can be counted for shade trees on a 2:1 ratio. As such, the proposed quantities of Walters Viburnum along the east perimeter should be doubled or replaced by shade trees. 08111106: The revised plans do not address this comment. Li ursuant to Section 3-1202.13.1, in order to reduce irrigation needs, groundcover is encouraged in-lieu of e7turf/sod. It is recommended that those small sodded areas between the driveways be replaced by groundcover. Additionally, those sodded areas adjacent to the entry should be replaced by groundcover. The landscape plan must be revised to depict all easements proposed with the associated plat (PLT2006- 00002). 08111106: A revised plat has not been submitted. The landscape plan reflects no easements. Show the canopies of the existing trees abutting the north property line (on adjacent property). jA No landscaping has been provided in the island between the driveways for Lots 1 & 2. Plannin De artment: ' ? ursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, specialized paving designs shall be utilized especially where pedestrian and vehicular paths intersect. 08111106: This comment was not addressed with the revised plans. OPUU suant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, the use of interlocking z pavers, brick or other similarly textured materials should be used for parking lot surfacing and/or accents. 08111106: This comment was not addressed with the revised plans. ?;&`Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, open spaces should function as transitions between the public sidewalks and streets and the use of the property. Further, such open spaces shall utilize an aesthetically coordinated marriage between hardscape and landscape elements and be designed so as to relate and connect to adjacent properties. 08111106: How does the proposed open space relate to the adjacent properties? ,' Pursuant to Section 3-911 of the Community Development Code, all utilities including individual distribution lines shall be installed underground. 08111106: At minimum, a notation regarding the above must be provided on the proposed plans. Such a notation has not been provided with the revised plans. General Applicability Criterion #3 applies to the impact the proposed development will have on the health/safety of persons living and working in the neighborhood once the project has been completed. Provide a revised response. 08111106: A revised response was not provided with the resubmittal. ?', General Applicability Criterion #4 applies to the minimization of traffic congestion for the completed project. Provide a revised response. 08111106: A revised response was not provided with the resubmittal. ?0 The response provided to General Applicability Criterion #6 does not address how the project has been designed to minimize adverse visual, acoustic and olfactory impacts on adjacent properties. Provide a revised response. Pay particular attention to the proximity of your building to neighboring properties as well as the location of your dumpster. 08111106: A revised response was not provided with the resubmittal. The site plan must be revised to depict all easements proposed with the associated plat (PLT2006-00002). 08111106: A revised plat has not been submitted. August 31, 2006 • • FLS2006-04025 (105-115 N. Evergreen Avenue) Page 3 of 3 /v erhead utilities exist along the east side of the N. Evergreen Avenue right-of-way. These utilities must be epicted on the site and landscape plans. Further, the landscape plan should be designed with the location of these overhead utilities in mind. 08111106: This comment was not addressed with the revised plans. /-p The decking at the southwest corner of the property encroaches into the required front setback. Revise the drawings to remove the decking from the setback. Next Step: Submittal ofRevised Plans Four (4) complete set of plans (collated, folded and stapled) must be revised to address the above conditions of approval and submitted to the Planning Department for review prior to Friday, September 29, 2006. Once the revised plans have been reviewed for compliance with the above conditions, the Development Order for this project can be issued. Please be advised that the Flexible Standard Development approval is valid for one year; thus expiring on August 31, 2007. Prior to this expiration date, the first building permit must be applied for in order for this proposal to be considered established, and no permits may be applied for until the Development Order has been issued. Should you have any questions, please do not hesitate to contact me. Sincerely, `?_ ?_W>d?? Robert G. Tefft, Planner III Tel: (727) 562-4539 Fax: (727) 562-4865 E-Mail: robert.tefft(aDniyclear-water.com S: (Planning Departmen6C D BT1ex Standard (FLS) (Pending Casesl2 -Reviewed and PendingTvergreen Ave N 105-115 (MDR) -Pending DevOrd (RT)Tvergreen Ave N 105-115 - Conditions ofApprova108-31-06.doc • • CITY OF CLEARWATER LL PLANNING DEPARTMENT ° } Clearwater 100 SOUTH MYRTLE AVENUE C LEARWATER, FLoRiDA 33756 U TEL: (727) 562-4567 FAX: (727) 562-4865 FACSIMILE COVER SHEET Date: To: From: Re: September 1, 2006 Simee Adhikari, (727) 469-8744 Robert G. Tefft, Planner III FLS2006-04025 (105-115 N. Evergreen Avenue) Number of Pages Including Cover Sheet: 4 Comments: ** Please confirm receipt via e-mail at: robert.tefft&myclearwater.com ** ** ** Visit the Planning Department online at www.nzycleaiwater coin E Sep. 01 2006 09:59AM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94698744 Sep.01 09:56AM 02'34 SND 04 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX RDVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). 9.55 am Case Number: FLS2006-04025 -- 105 N EVERGREEN AVE Owner(s): Robert Lopez 102 S Comet Ave Clearwater, Fl 33765 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Applicant Simee Adhikari 611 S Ft Harrison Ave Clearwater, Fl 33756 TELEPHONE: (727) 501-4727, FAX: (727) 469-8744, E-MAIL: No Email Location: 0.963 acres located on the east side of North Evergreen Avenue between Cleveland and Drew Streets. Atlas Page: 287B Zoning District: MDR, Medium Density Residential Request: Flexible Standard Development approval for 14 attached dwellings within the Medium Density Residential (MDR) District per Section 2-303.A 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 Presenter: Robert Tefft, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, August 31, 2006 ,- Page I I • • All items below shall be addressed by the applicant prior to the issuance of a building permit 1. Inside drop shall be provided due to fall inside sanitary sewer manhole in excess of 2-feet. Add City of Clearwater Contract Specifications and Standards Index #302, page 3/3. 2. New sanitary manholes shall not to read "City of Clearwater". Sanitary sewer will be privately owned and maintained. 3. Provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension. 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. Provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.fl.us/water/drinkingwater/fonns.htm 6. The City of Clearwater, at the applicant's expense, will remove/relocate any/all water meters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within any impervious areas.) 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. Final plat for "Four Seasons Grande" shall be recorded 9. Are units to have separate standpipes? If so, show water supply to building and a double detector check valve assembly back flow prevention device on the plan. Prior to issuance of a Certificate of Occupancy: 10. Applicant shall submit 5 sets of as-built drawings that are signed and sealed by a professional engineer registered in the State of Florida, prior to any C.O. being issued. Public Works/Engineering to field inspect as-built drawings for accuracy. General Note: If the proposed project necessitates infrastructure modifications to satisfy . site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: See stormwater conditions. Recommend placement of deck planks with the maximum allowance of light penetration for grasses in pond. Fire: 8 Units to the rear of the property do not meet the 150' fire department requirement and will have to be sprinklered. NFPA 1 18.2.2.3.1 Plan shows (2) radius for the drive, must meet the 30' radius. The angle of approach and departure for any means of fire department access shall not exceed 1 foot drop in 20 foot (0.3 m drop in 6 m ), and the design limitations of the fire apparatus of the lire department shall be subject to approval by the AHJ. Development Review Agenda - Thursday, August 31, 2006 - Page 12 Harbor Master: No Comments Legal: No Comments Land Resources: • 1 . Show root prune requirements for the top of bank at the 20" oak tree prior to building permit. 2. Show to be removed on all civil plans tree "G" 18" oak prior to building permit. 3 . Show the canopy of the 20" oak tree on all civil and landscape plans prior to building permit. Landscaping: Development Review Agenda - Thursday, August 31, 2006 - Page 13 e/4 Pursuant to Section 3-1202.E.1 of the Community Development Code, the minimum size for an interior landscape island is 150 square feet. There are five interior landscape islands proposed that do not meet this minimum: the islands adjacent the western stand alone parking spaces; the islands at the corners of the "T" intersection; and the island at the middle of the 8-unit block. 08/11/06: The revisions depict two (2) landscape islands that do not meet this requirement. The landscape islands are located between the driveways for Lots I & 2 and Lots 7 & 8. /12 Pursuant to Section 3-1202.E.I of the Community Development Code, the minimum dimension for an interior landscape island is eight feet from back of curb to back of curb. See comment above for list of those islands not meeting this minimum. 08/11/06: The revisions depict two (2) landscape islands that do not meet this requirement. The landscape islands are located between the driveways for Lots I & 2 and Lots 7 & 8. 3 The landscape plan depicts a light at the south end of the drive aisle that is not depicted on any other plan. Please revise. 4 . No landscaping has been provided in the island between the driveways for Lots 1 & 2. DA, 5 . Pursuant to Section 3-1204.D of the Community Development Code, all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops. 08/11/06: Curbing has not been provided in all areas where it is necessary. The landscape island south of the driveway for Lot 1 does not have complete curbing, and the drive aisle abutting Lots 11 & 12. P#% 6 . Pursuant to Section 3-1202.13.1 of the Community Development Code, at time of installation shade trees (Live Oak, Winged Elm) shall be a minimum of ten feet in height and planted five feet from any impervious area. 08/11/06: The revised plans do not address this comment. fa ,v 7 . Pursuant to Section 3-1202.D.1, a minimum ten foot wide buffer with one tree every 35 feet on center and 100% shrub coverage is required along the entire perimeter of the subject property. With regard to the north perimeter, the dumpster/enclosure encroaches into the buffer, the required spacing of the trees is not being met and 100% shrub coverage has not been provided. Along the south perimeter, the two proposed parking spaces encroach into the buffer and 100% shrub coverage is not provided. The east buffer is encroached upon by pavement, the required tree spacing is not met and 100% shrub coverage is not provided. Finally, the west perimeter 'does not meet required tree spacing (it's not much, but it's off) or provide 100% shrub coverage. 08/11/06: Aside from the two (2) parking spaces that encroached into the landscape buffer L',b eliminated , this comment has not been addressed. There is one point of clarification, ever with regard to the east perimeter. The pavement encroaching is only applicable to the onditioning equipment. Pursuant to Section 3-1202.E.I of the Community Development Code, one tree is required within each interior landscape island. With the exception of those interior landscape islands at the corners of the "T" intersection, the islands referenced in the two preceeding comments do not meet this requirement. 08/11/06: The revisions depict two (2) landscape islands that do not meet this requirement. The landscape islands are located between the driveways for Lots I & 2 and Lots 7 & 8. 7, U. 9. Pursuant to Section 3-1202.13.1 of the Community Development Code, at time of installation accent trees (Walters Viburnum, Hibiscus) shall be a minimum of eight feet in height with two inch caliper. Additionally, accent trees can be counted for shade trees on a 2:1 ratio. As such, the proposed quantities of Walters Viburnum along the east perimeter should be doubled or replaced by shade trees. J 08/11/06: The revised plans do not address this comment. 'Vi;ZA l to. Depict the locations of the proposed light poles on the landscape plan. Also, the locations of the lights will conflict with the tree locations, thereby limiting the effectiveness of the lights. Provide relocated light locations that do not conflict with the locations of the required trees. 11 . Pursuant to Section 3-1202.B.1, in order to reduce irrigation needs, groundcover is encouraged '17). V, in-lieu of turf/sod. It is recommended that those small sodded areas between the driveways be replaced by groundcover. Additionally, those sodded areas adjacent to the entry should be replaced by groundcover. Development Review Agenda - Thursday, August 31, 2006 - Page 14 • • 12 , The landscape plan must be revised to depict all easements proposed with the associated plat (PLT2006-00002). 08/11/06: A revised plat has not been submitted. The landscape plan reflects no easements. v? 13 . Show the canopies of the existing trees abutting the north property line (on adjacent property). Parks and Recreation: 1 . 8/16/06 - Site date table has been corrected. 6/15/06 - Site data table shows 2 existing dwellings on property. The existing conditions/demolition plan shows 2 duplexes. Applicant can correct site data table to show 4 existing residential dwellings to receive additional credit at time of payment. 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: 1 . Prior to issuance of a building permit the following conditions are to be met: 1) provide a copy of the approved SWFWMD permit 2) storm water pond is to drain down in 24 hours 3) 6" of freeboard from design high water level to top of bank is required 4)relocate the city double wing inlet to a location south of the new driveway. Solid Waste: No Comments Traffic Engineering: 1. Planning: Prior to Building Permit: 1. Add stop bar with stop sign at the driveway. Development Review Agenda - Thursday, August 31, 2006 - Page 15 • • Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, specialized l? paving designs shall be utilized especially where pedestrian and vehicular paths intersect. 08/11/06: This comment was not addressed with the revised plans. 2 Pursuant to Section 3-911 of the Community Development Code, all utilities including individual distribution lines shall be installed underground. 08/11/06: At minimum, a notation regarding the above must be provided on the proposed plans. Such a notation has not been provided with the revised plans. ,,3- The response provided to General Applicability Criterion #6 does not address how the project has been deisgned to minimize adverse visual, acoustic and olfactory impacts on adjacent properties. Provide a revised response. Pay particular attention to the proximity of your building to neighboring properties as well as the location of your dumpster. 08/11/06: A revised response was not provided with the resubmittal. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, open ?/ spaces should function as transitions between the public sidewalks and streets and the use of the property. Further, such open spaces shall utilize an aesthetically coordinated marriage between hardscape and landscape elements and be designed so as to relate and connect to adjacent properties. How does the proposed open space relate to the adjacent properties? 0 The site plan must be revised to depict all easements proposed with the associated plat (PLT2006-00002). 08/11/06: A revised plat has not been submitted. 6. How is mail delivary/pick-up to be accommodated? 08/11/06: This comment was not addressed with the revised plans. /,,-'.7.1 Overhead utilities exist along the east side of the N. Evergreen Avenue right-of-way. These utilities must be depicted on the site and landscape plans. Further, the landscape plan should be designed with the location of these overhead utilities in mind. 08/11/06: This comment was not addressed with the revised plans. 8. General Applicability Criterion #3 applies to the impact the proposed development will have on the health/safety of persons living and working in the neighborhood once the project has been completed. Provide a revised response. 08/11/06: A revised response was not provided with the resubmittal. Pursuant to Section 3-20LD of the Community Development Code, when the screening of solid C waste containers is by means of a wall or fence the materials shall be consistent with those materials used in the construction of the principal building as well as with the buildings architectural style. Provide information as to the materials being used for the enclosure as well as an elevation of said enclosure. G i 08/11/06:iWhile a notation was provided stating that the "materials used should be consistent with those used in the construction of and architectural style of the principle building", please provide information as to the actual materials being used as stated in the original comment. 1 0--1 Revise the notations regarding the "proposed Progress Energy light pole" to reflect what is actually proposed. ?1 1 . The decking at the southwest corner of the property encroaches into the required front setback. Revise the drawings to remove the decking from the setback. Depict the locations of the proposed light poles on the landscape plan. Also, the locations of the lights will conflict with the tree locations, thereby limiting the effectiveness of the lights. Provide relocated light locations that do not conflict with the locations of the required trees. 13 General Applicability Criterion #4 applies to the minimization of traffic congestion for the completed project. Provide a revised response. 08/11/06: A revised response was not provided with the resubmittal. Development Review Agenda - Thursday, August 31, 2006 - Page 16 0 0 14. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, the use of interlocking pavers, brick or other similarly textured materials should be used for parking lot surfacing and/or accents. 1 08/11/06: This comment was not addressed with the revised plans. Other: No Comments Notes: In order for a Development Order to be issued for this development proposal, four (4) sets of revised plans and application materials must be submitted prior to September 29, 2006. Development Review Agenda - Thursday, August 31, 2006 - Page 17 ate: Ty s .? ,per . 9 C ITY OF C LEARWATER PLANNING DEPARTMENT Posr Orl'Ici, Box 4748, CI.I'AKWA'I-I?K, FrmjDA 33758-4748 MUNICIPAL, SI:KVlclis BijILDING, 100 SOui'li MYR71.Ii Aw.Nu :, CuiAKWArI?K, Rmif)A 33756 TEILEPIIONE (727) 562-4567 FAX (727) 562-4865 0 LONG RANGE PIANNING D .VP.LOPMI{NT RI?VIL?W August 31, 2006 Ms. Simee Adhikari 611 S. Fort Harrison Avenue Clearwater, Florida 33756 Re: FLS2006-04025 (105-115 N. Evergreen Avenue) Dear Ms. Adhikari: At its meeting of August 31, 2006, the Development Review Committee (DRC) APPROVED your Flexible Standard Development application for 14 attached dwellings within the Medium Density Residential (MDR) District per Section 2-303.A of the Community Development Code, subject to conditions. Among those conditions were the following items, which must be addressed prior to the issuance of a Development Order for the application: Landscaping; ? Pursuant to Section 3-1202.E.1 of the Community Development Code, the minimum size for an interior landscape island is 150 square feet. There are five interior landscape islands proposed that do not meet this minimum: the islands adjacent the western stand alone parking spaces; the islands at the corners of the "T" intersection; and the island at the middle of the 8-unit block. 08111106: The revisions depict two (2) landscape islands that do not meet this requirement. The landscape islands are located between the driveways for Lots 1 & 2 and Lots 7 & 8. ? Pursuant to Section 3-1202.13.1 of the Community Development Code, the minimum dimension for an interior landscape island is eight feet from back of curb to back of curb. See comment above for list of those islands not meeting this minimum. 0811.1106: The revisions depict two (2) landscape islands that do not meet this requirement. The landscape islands are located between the driveways for Lots 1& 2 and Lots 7 & 8. ? Pursuant to Section 3-1204.13 of the Community Development Code, all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops. 08111106: Curbing has not been provided in all areas where it is necessary. The landscape island south of the driveway for Lot 1 does not have complete curbing, and the drive aisle abutting Lots 11 & 12. ? Pursuant to Section 3-1202.13.1 of the Community Development Code, at time of installation shade trees (Live Oak, Winged Elm) shall be a minimum of ten feet in height and planted five feet from any impervious area. 08111106: The revised plans do not address this comment. I NANK I IIIMANI), NIA) ()I\' J()lrn U(m,v", 0)1 (IL>Ir;wll l; Ifm I I i,\ull iO,\. C(il' (:II. IP.>nslu; BILL J()\'tiUS, Cul ,?(.IL?II{>Iltl[R C:\m.I[;\ A. Pl: f(,OI'\CIL\II.\IISI[N "I:()I;;V.I:,MI MILLI ANI)/\rr11z.w\rlrl:.Acru>.\ F'\11'1.()) 1:1\", August 31, 2006 • • FLS2006-04025 (105-115 N. Evergreen Avenue) Page 2 of 4 ? Pursuant to Section 3-1202.D.1, a minimum ten-foot wide buffer with one tree every 35 feet on center and 100% shrub coverage is required along the entire perimeter of the subject property. With regard to the north perimeter, the dumpster/enclosure encroaches into the buffer, the required spacing of the trees is not being met and 100% shrub coverage has not been provided. Along the south perimeter, the two proposed parking spaces encroach into the buffer and 100% shrub coverage is not provided. The east buffer is encroached upon by pavement, the required tree spacing is not met and 100% shrub coverage is not provided. Finally, the west perimeter does not meet required tree spacing (it's not much, but it's off) or provide 100% shrub coverage. 08111106: Aside from the two (2) parking spaces that encroached into the landscape buffer being eliminated, this comment has not been addressed. There is one point of clarification, however with regard to the east perimeter. The pavement encroaching is only applicable to the air conditioning equipment. ? Pursuant to Section 3-1202.E.1 of the Community Development Code, one tree is required within each interior landscape island. With the exception of those interior landscape islands at the corners of the "T" intersection, the islands referenced in the two preceding comments do not meet this requirement. 08111106: The revisions depict two (2) landscape islands that do not meet this requirement. The landscape islands are located between the driveways for Lots 1 & 2 and Lots 7 & 8. ? Pursuant to Section 3-1202.B.1 of the Community Development Code, at time of installation accent trees (Walters Viburnum, Hibiscus) shall be a minimum of eight feet in height with two-inch caliper. Additionally, accent trees can be counted for shade trees on a 2:1 ratio. As such, the proposed quantities of Walters Viburnum along the east perimeter should be doubled or replaced by shade trees. 08111106: The revised plans do not address this comment. ? Depict the locations of the proposed light poles on the landscape plan. Also, the locations of the lights will conflict with the tree locations, thereby limiting the effectiveness of the lights. Provide relocated light locations that do not conflict with the locations of the required trees. Pursuant to Section 3-1202.B.1, in order to reduce irrigation needs, groundcover is encouraged in-lieu of turf/sod. It is recommended that those small sodded areas between the driveways be replaced by groundcover. Additionally, those sodded areas adjacent to the entry should be replaced by groundcover. ? The landscape plan must be revised to depict all easements proposed with the associated plat (PLT2006- 00002). 08111106: A revised plat has not been submitted. The landscape plan reflects no easements. ? Show the canopies of the existing trees abutting the north property line (on adjacent property). ? The landscape plan depicts a light at the south end of the drive aisle that is not depicted on any other plan. Please revise. ? No landscaping has been provided in the island between the driveways for Lots 1 & 2. Planning Department: ? Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, specialized paving designs shall be utilized especially where pedestrian and vehicular paths intersect. 08111106: This comment was not addressed with the revised plans. ? Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, the use of interlocking pavers, brick or other similarly textured materials should be used for parking lot surfacing and/or accents. 08111106: This comment was not addressed with the revised plans. August 31, 2006 • • FLS2006-04025 (105-115 N. Evergreen Avenue) Page 3 of 4 ? Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, open spaces should function as transitions between the public sidewalks and streets and the use of the property. Further, such open spaces shall utilize an aesthetically coordinated marriage between hardscape and landscape elements and be designed so as to relate and connect to adjacent properties. 08111106: How does the proposed open space relate to the adjacent properties? ? Pursuant to Section 3-201.D of the Community Development Code, when the screening of solid waste containers. is by means of a wall or fence the materials shall be consistent with those materials used in the construction of the principal building as well as with the buildings architectural style. Provide information as to the materials being used for the enclosure as well as an elevation of said enclosure. 08111106: While a notation was provided stating that the "materials used should be consistent with those used in the construction of and architectural style of the principle building", please provide information as'to the actual materials being used as stated in the original comment. ? Pursuant to Section 3-911 of the Community Development Code, all utilities including individual distribution lines shall be installed underground. 08111106: At minimum, a notation regarding the above must be provided on the proposed plans. Such a notation has not been provided with the revised plans. ? General Applicability Criterion #3 applies to the impact the proposed development will have on the health/safety of persons living and working in the neighborhood once the project has been completed. Provide a revised response. 08111106: A revised response was not provided with the resubmittal. ? General Applicability Criterion #4 applies to the minimization of traffic congestion for the completed project. Provide a revised response. 08111106: A revised response was not provided with the resubmittal. ? The response provided to General Applicability Criterion #6 does not address how the project has been designed to minimize adverse visual, acoustic and olfactory impacts on adjacent properties. Provide a revised response. Pay particular attention to the proximity of your building to neighboring properties as well as the location of your dumpster. 08111106: A revised response was not provided with the resubmittal. ? The site plan must be revised to depict all easements proposed with the associated plat (PLT2006-00002). 08111106: A revised plat has not been submitted. ? How is mail delivery/pick-up to be accommodated? 08111106: This comment was not addressed with the revised plans. ? Overhead utilities exist along the east side of the N. Evergreen Avenue right-of-way. These utilities must be depicted on the site and landscape plans. Further, the landscape plan should be designed with the location of these overhead utilities in mind. 08111106: This comment was not addressed with the revised plans. ? Revise the notations regarding the "proposed Progress Energy light pole" to reflect what is actually proposed. ? The decking at the southwest corner of the property encroaches into the required front setback. Revise the drawings to remove the decking from the setback. August 31, 2006 • 0 FLS2006-04025 (105-115 N. Evergreen Avenue) Page 4 of 4 Li Depict the locations of the proposed light poles on the landscape plan. Also, the locations of the lights will conflict with the tree locations, thereby limiting the effectiveness of the lights. Provide relocated light locations that do not conflict with the locations of the required trees. Next Step: Submittal ofRevised Plans Four (4) complete set of plans (collated, folded and stapled) must be revised to address the above conditions of approval and submitted to the Planning Department for review prior to Friday, September 29, 2006. Once the revised plans have been reviewed for compliance with the above conditions, the Development Order for this project can be issued. Please be advised that the Flexible Standard Development approval is valid for one year; thus expiring on August 31, 2007. Prior to this expiration date, the first building permit must be applied for in order for this proposal to be considered established, and no permits may be applied for until the Development Order has been issued. 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.tefftnmyclearwater.com S:IPlanning DeparbneiiilCD BlFlex Standard (FLS)IPending Cases13 - Up for the Next DRCIEvergreen Ave N 105-115 (MDR) - 08-31- 06(RT)IEvergreen Ave N 105-115 - Conditions of Approval 08-31-06.doc 9 0 9:55 am Case Number: FLS2006-04025 -- 105 N EVERGREEN AVE Owner(s): Robert Lopez 102 S Comet Ave Clearwater, F133765 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Applicant Simee Adhikari 611 S Ft Harrison Ave Clearwater, F133756 TELEPHONE: (727) 501-4727, FAX: (727) 469-8744, E-MAIL: No Email Location: 0.963 acres located on the east side of North Evergreen Avenue between Cleveland and Drew Streets. Atlas Page: 287B Zoning District: MDR, Medium Density Residential Request: Flexible Standard Development approval for 14 attached dwellings within the Medium Density Residential (MDR) District per Section 2-303.A 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 Presenter: Robert Tefft, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, August 31, 2006 - Page 12 • All items below shall be addressed by the applicant prior to the issuance of a building permit: 1. Inside drop shall be provided due to fall inside sanitary sewer manhole in excess of 2-feet. Add City of Clearwater Contract Specifications and Standards Index #302, page 3/3. 2. New sanitary manholes shall not to read "City of Clearwater". Sanitary sewer will be privately owned and maintained. 3. Provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension. 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. Provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.fl.us/water/drinkingwater/forms.htm 6. The City of Clearwater, at the applicant's expense, will remove/relocate any/all water meters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within any impervious areas.) 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. Final plat for "Four Seasons Grande" shall be recorded. 9. Are units to have separate standpipes? If so, show water supply to building and a double detector check valve assembly back flow prevention device on the plan. Prior to issuance of a Certificate of Occupancy: 10. Applicant shall submit 5 sets of as-built drawings that are signed and sealed by a professional engineer registered in the State of Florida, prior to any C.O. being issued. Public Works/Engineering to field inspect as-built drawings for accuracy. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: See stormwater conditions. Recommend placement of deck planks with the maximum allowance of light penetration for grasses in pond. Fire: 8 Units to the rear of the property do not meet the 150' fire department requirement and will have to be sprinklered. NFPA 1 18.2.2.3.1 Plan shows (2) radius for the drive, must meet the 30' radius. The angle of approach and departure for any means of fire department access shall not exceed 1 foot drop in 20 foot (0.3 in drop in 6 m ), and the design limitations of the fire apparatus of the fire department shall be subject to approval by the AHJ. Development Review Agenda - Thursday, August 31, 2006 - Page 13 0 Harbor Master: No Comments • Legal: No Comments Land Resources: 1 . Show root prune requirements for the top of bank at the 20" oak tree prior to building permit. 2. Show to be removed on all civil plans tree "G" 18" oak prior to building permit. 3 . Show the canopy of the 20" oak tree on all civil and landscape plans prior to building permit. Landscaping: Development Review Agenda - Thursday, August 31, 2006 - Page 14 • • 1 , Pursuant to Section 3-1202.E.1 of the Community Development Code, the minimum size for an interior landscape island is 150 square feet. There are five interior landscape islands proposed that do not meet this minimum: the islands adjacent the western stand alone parking spaces; the islands at the corners of the "T" intersection; and the island at the middle of the 8-unit block. 08/11/06: The revisions depict two (2) landscape islands that do not meet this requirement. The landscape islands are located between the driveways for Lots 1 & 2 and Lots 7 & 8. 2. Pursuant to Section 3-1202.E.1 of the Community Development Code, the minimum dimension for an interior landscape island is eight feet from back of curb to back of curb. See comment above for list of those islands not meeting this minimum. 08/11/06: The revisions depict two (2) landscape islands that do not meet this requirement. The landscape islands are located between the driveways for Lots 1 & 2 and Lots 7 & 8. 3 . The landscape plan depicts a light at the south end of the drive aisle that is not depicted on any other plan. Please revise. 4. No landscaping has been provided in the island between the driveways for Lots 1 & 2. 5 . Pursuant to Section 3-1204.1) of the Community Development Code, all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops. 08/11/06: Curbing has not been provided in all areas where it is necessary. The landscape island south of the driveway for Lot 1 does not have complete curbing, and the drive aisle abutting Lots 11 & 12. 6. Pursuant to Section 3-1202.B.1 of the Community Development Code, at time of installation shade trees (Live Oak, Winged Elm) shall be a minimum of ten feet in height and planted five feet from any impervious area. 08/11/06: The revised plans do not address this comment. 7. Pursuant to Section 3-1202.D.1, a minimum ten foot wide buffer with one tree every 35 feet on center and 100% shrub coverage is required along the entire perimeter of the subject property. With regard to the north perimeter, the dumpster/enclosure encroaches into the buffer, the required spacing of the trees is not being met and 100% shrub coverage has not been provided. Along the south perimeter, the two proposed parking spaces encroach into the buffer and 100% shrub coverage is not provided. The east buffer is encroached upon by pavement, the required tree spacing is not met and 100% shrub coverage is not provided. Finally, the west perimeter does not meet required tree spacing (it's not much, but it's off) or provide 100% shrub coverage. 08/11/06: Aside from the two (2) parking spaces that encroached into the landscape buffer being eliminated, this comment has not been addressed. There is one point of clarification, however with regard to the east perimeter. The pavement encroaching is only applicable to the air conditioning equipment. Pursuant to Section 3-1202.E.1 of the Community Development Code, one tree is required within each interior landscape island. With the exception of those interior landscape islands at the corners of the "T" intersection, the islands referenced in the two preceeding comments do not meet this requirement. 08/11/06: The revisions depict two (2) landscape islands that do not meet this requirement. The landscape islands are located between the driveways for Lots 1 & 2 and Lots 7 & 8. Pursuant to Section 3-1202.13.1 of the Community Development Code, at time of installation accent trees (Walters Viburnum, Hibiscus) shall be a minimum of eight feet in height with two inch caliper. Additionally, accent trees can be counted for shade trees on a 2:1 ratio. As such, the proposed quantities of Walters Viburnum along the east perimeter should be doubled or replaced by shade trees. 08/11/06: The revised plans do not address this comment. 10. Depict the locations of the proposed light poles on the landscape plan. Also, the locations of the lights will conflict with the tree locations, thereby limiting the effectiveness of the lights. Provide relocated light locations that do not conflict with the locations of the required trees. Development Review Agenda - Thursday, August 31, 2006 - Page 15 • 11 . Pursuant to Section 3-1202.13.1, in order to reduce irrigation needs, groundcover is encouraged in-lieu of turf/sod. It is recommended that those small sodded areas between the driveways be replaced by groundcover. Additionally, those sodded areas adjacent to the entry should be replaced by groundcover. 12. The landscape plan must be revised to depict all easements proposed with the associated plat (PLT2006-00002). 08/11/06: A revised plat has not been submitted. The landscape plan reflects no easements. 13. Show the canopies of the existing trees abutting the north property line (on adjacent property). Parks and Recreation: 8/16/06 - Site date table has been corrected. 6/15/06 - Site data table shows 2 existing dwellings on property. The existing conditions/demolition plan shows 2 duplexes. Applicant can correct site data table to show 4 existing residential dwellings to receive additional credit at time of payment. 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: 1 . Prior to issuance of a building permit the following conditions are to be met: 1) provide a copy of the approved SWFWMD permit 2) storm water pond is to drain down in 24 hours 3) 6" of freeboard from design high water level to top of bank is required 4)relocate the city double wing inlet to a location south of the new driveway. Solid Waste: No Comments Traffic Engineering: 1. Planning: Prior to Building Permit: 1. Add stop bar with stop sign at the driveway. Development Review Agenda - Thursday, August 31, 2006 - Page 16 I . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, specialized paving designs shall be utilized especially where pedestrian and vehicular paths intersect. 08/11/06: This comment was not addressed with the revised plans. 2. Pursuant to Section 3-911 of the Community Development Code, all utilities including individual distribution lines shall be installed underground. 08/11/06: At minimum, a notation regarding the above must be provided on the proposed plans. Such a notation has not been provided with the revised plans. 3. The response provided to General Applicability Criterion #6 does not address how the project has been deisgned to minimize adverse visual, acoustic and olfactory impacts on adjacent properties. Provide a revised response. Pay particular attention to the proximity of your building to neighboring properties as well as the location of your dumpster. 08/11/06: A revised response was not provided with the resubmittal. 4. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, open spaces should function as transitions between the public sidewalks and streets and the use of the property. Further, such open spaces shall utilize an aesthetically coordinated marriage between hardscape and landscape elements and be designed so as to relate and connect to adjacent properties. 08/11/06: How does the proposed open space relate to the adjacent properties? 5 . The site plan must be revised to depict all easements proposed with the associated plat (PLT2006-00002). 08/11/06: A revised plat has not been submitted. 6. How is mail delivary/pick-up to be accommodated? 08/11/06: This comment was not addressed with the revised plans. 7. Overhead utilities exist along the east side of the N. Evergreen Avenue right-of-way. These utilities must be depicted on the site and landscape plans. Further, the landscape plan should be designed with the location of these overhead utilities in mind. 08/11/06: This comment was not addressed with the revised plans. 8. General Applicability Criterion #3 applies to the impact the proposed development will have on the health/safety of persons living and working in the neighborhood once the project has been completed. Provide a revised response. 08/11/06: A revised response was not provided with the resubmittal. 9. Pursuant to Section 3-20LD of the Community Development Code, when the screening of solid waste containers is by means of a wall or fence the materials shall be consistent with those materials used in the construction of the principal building as well as with the buildings architectural style. Provide information as to the materials being used for the enclosure as well as an elevation of said enclosure. 08/11/06: While a notation was provided staring that the "materials used should be consistent with those used in the construction of and architectural style of the principle building", please provide information as to the actual materials being used as stated in the original comment. 10. Revise the notations regarding the "proposed Progress Energy light pole" to reflect what is actually proposed. 11 . The decking at the southwest comer of the property encroaches into the required front setback. Revise the drawings to remove the decking from the setback. 12. Depict the locations of the proposed light poles on the landscape plan. Also, the locations of the lights will conflict with the tree locations, thereby limiting the effectiveness of the lights. Provide relocated light locations that do not conflict with the locations of the required trees. 13. General Applicability Criterion #4 applies to the minimization of traffic congestion for the completed project. Provide a revised response. 08/11/06: A revised response was not provided with the resubmittal. Development Review Agenda - Thursday, August 31, 2006 - Page 17 • • 14. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, the use of interlocking pavers, brick or other similarly textured materials should be used for parking lot surfacing and/or accents. 08/11/06: This comment was not addressed with the revised plans. Other: No Comments Notes: In order for a Development Order to be issued for this development proposal, four (4) sets of revised plans and application materials must be submitted prior to September 29, 2006. Development Review Agenda - Thursday, August 31, 2006 - Page 18 • CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 TEL: (727) 562-4567 FAX: (727) 562-4865 FACSIMILE COVER SHEET Date: August 28, 2006 To: Simee Adhikari, (727) 469-8744 From: Robert G. Tefft, Planner III Re: 105-115 N. Evergreen Avenue (FLS2006-04025) Number of Pages Including Cover Sheet: 8 Comments: ** Please confirm receipt via e-mail at: robert.tefftnmvclearwater.com ** ** Visit the Planning Department online at www.n7Vclear4,ater.com ** 0 0 Aug. 28 2006 01:49PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94698744 Aug.28 01:45PM 03'38 SND 08 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329). No M A 0 ¦¦¦¦ MEN¦ Landon, Moree & Associates, Inc. Civil & Environmental Engineers, Planners, Surveyors 31622 U.S. 19 North, Palm Harbor, Florida 34684 Phone: (727) 789-5010 Fax: (727) 787-4394 LMA@COMPUSERVE.COM WWW.LMAENGR.COM TO C Z O IV- ?.L. 10 O SOVOIA "(" Lti WE ARE SENDING YOU Attached ? Under separate cover via Q Shop drawings ? rints ? Plans ? Copy of letter ? Change order ? ? Samples the following items: ? Specifications COPIES I DATE I NO: I DESCRIPTION Approved as submitted J Resubmit copies for approval L) For your use ? Approved as noted -1 Submit copies for distribution E] As requested ? Returned for corrections ] Return corrected` prints E] For review and comment [j FORBIDS DUE 20 PRINTS RETURNED AFTER LOAN TO US TRANSMITTED as checked below THESE RF approval [] Or AIN PLANNING DEPARTMENT CI COPY TO SIGNED: TLI(Bt ceTiff Uira.mo mIlttaiR DATE f3 /j3 0( JOB NO. ATTENTION ? r^ 1 V RE fly g- IF S -o 4o 2 If enclosures are not as noted, kindly notify us at Case Number. FLS200025 105 N F.VERGREEN AVE Owner(s): Robert Lopez 102 S Comet Ave Clearwater, R 33765 t TE11P110NE; \n Phone, FAX: No Fax, -MAIL; No F.mail Applicant Simee Adhikan 611 S Ft Earrison Ave Clearwater, Fl 3756 TELEPHONE: (1127) 501.4727, FAX: (721,) 469-8744, E-MAIL: No Email Location: 0 963 acres located on the east side of North Evergreen Avenue between Cleveland and Drew Stroets. Atlas Page: 287E Zoning District: MDR, Medium Density Residential Request: Flexible Standard Development approval for 14 attached dwellings within the Medium Density Residential (MDR) District per Section 2.303.A of the Community Development Code. Proposed We: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Ff 33758 P O Box 8204 TELEPHONE; No Phone, FAX: No Fax, E-MALL: No Email Presenter: Robert Tefft, Planner III Attendees Included: file DRC reviewed this application with the following comments: Genernt Engineering: 1, All items below shall be addressed by the applicant prior to the Issuance of a building permit: ?, inside drop shall be provided due to fall inside sanitary sewer manhole in excess of 2-feet. Add Cate of Clearwator Contract Specifications and Standards Index #302, page 313. 2. Correct scale on sheets 3, 4, and 5 of 7 to V = 20 ?J/, New sanitary manholes shall not to read "City of0earwater" Sanitary sewerwilt be privately o -ncd and maintained. ?4. Provide a copy of an approved D.E.P permit for the installation of the sanitary sewer 'Wension. .01 5. 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 H.F.P_D. (back flow preventor device). Tho applicant is responsiblc for the water main extension front the tap to the device. Applicant is also responsible fur all associated fees and all other Z. mallation fees. ?/6, Provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building perrnit. The health permit application form(s) can bo found at. ?www.dep, state.fl.us/water'drirlkingwiater/fornts_htrn ?-,`. The City of Clearwater, at the applicant's expense, will rernovt heloeate any/all water teeters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within any impervious areas.) 8. 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.). _4*r inal plat for "Four Seasons Grande' shall be recorded. /General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. General Note: If the proposed project necessitates infrastructure modifications to sarisfy 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 Ordinance 7573-06). ffunderground water mains and bydranta are to be Installed, the installation shall be completed and in service prior to construction in accordance with F)rc Department requirements, Development Review Agenda -Thursday, June 29, 2006 - Page 19 ORIGINAL RECEIVED ,,,UG 08 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Environmental: • • l ,,, gtoTTnwatej conditions. Fire, °": No Comments Harbor Masten "o Comments Legal: No Comments Lanil Re ounces: dR Show the canopy of the 2t}" oak tree on all civil and landscape plans prior to building perinit ?C 2 _ Revise the top of bank to be at least 10' away from the 20" oak tree tpnor he to 1oak 3 , Show root prune requirements for the top of bank and water lines at the 20" oak txec prior to building permit. Revise tree barricade locations to be at two thirds of the trees drip fine and/or m the root prune lines at the 20" oak tree prior to building permit. Place a Hots on the grading plan to place the sidewalk "on grade" at the 20" oak tree prior to btalding permit G f, . Ravi so the irrigation plan to insure that no trenching takes place within the protected root zone G"T of the 20" oak tree prior' to building permit Show to be removed tree "G" IS" oak prior to building permit Landscaping: Devolopmont Review Aeenda - Thursday, June 29, 2006 - Page 20 ORIGINAL RECEIVED 0 8 2006 PLANNING DEPARtivikNT CITY OF CLEARW M16 ATER ?1 The caAhc tree proposed to be preserved along \. Evergreen Avoi*ot depicted on the landscape plan a 2 The landscape plan must be revised to depict all casements proposed oath the associated plat ;,. (PLT2006-00002) 3 , Pursuant o . 3-1202.E.1 oftbe Conuuun ty Development Code, the mtmmum dimension / for an interior landscape island is eight feet from back of curb to back of curb. See comment above for list of those islands not meeting this minimum. -A'?' Pursuant to Section 3-1202.E l of the Caminunrty Development Code, the minimum size for an interior landscape island is l 50 square feet. There are five interior landscape islands proposed that do not meet this minirnurn. the islands adjacent the western stand alone parking spaces; the islands at the corners of the "T" intersection, and the island at the middle of the 8-unit block, ..6- F-ach unit of the eight-unit building has the same landscape provided in front of the unit. Variation to the proposed plantings should be accommodated. Variations should also be accommodated for each of the three-unit buildings. There will be at best one foot ofland between Lot 3 and Lot 12 and the abutting dove aisle. Now exactly will the proposed Indian Hawthorrie and Creeping Fig be planted? What room Hi11 be left when the required curbing is provided? Ensure that functional landscape area is provided between drive aisle and adjoining buiiiiings so that adequate landscaping can be / provided. Pursuant to Section 3-1204 D of the Community Development Code, all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops. Pursuant to Section 3-1204.F of the Community Development Code, no parking is permitted in or over any required landscape area, nor may any vehicle overhang any required landscape arcs. Pursuant to Section 3.1202.E.1 of the Cormnutvty Development Code, one tree is required within each interior landscape island. With the exception of those interior landscape islands at the corners of the "T" intersection, the islands referenced in the two preeeeding comments do not meet this requirement- Pursuant to Section 3-1202.77 1, a minimum ten foot wide buffer with one tree every 35 feet on center and 100% sh mb coverage is required along the entire perimeter of the subject property. With regard to the north perimeter, the dumpster/cnclosure encroacbes into the buffer, the required spacing of the trees is not being met and 100% shrub coverage has not been provided. Along the south perimeter, the two proposed parking spaces encroach into the buffer and 1000A shrub coverage is not provided. The east buffer is encroached upon by pavement, the required tree spacing is not met and 1007a shrub coverage is not provided. Finally, the west perimeter does not meet required tree spacing (it's not mach, but it's off) or provide 100% shrub coverage. _ Pursuant to Section 3-1202.B.? of the Community Development Code, at time of installation shade tees (Lino Oak, Winged Elm) shall be a minimum often feet in height and planted five et from any impervious area- l Pursuant to Section 3-1202 8.1 of the Community Development Code, at time of installation accent trees (Walters Viburimm, Hibiscus) shall be a minimum of eight feet in height with two inch caliper Additinnally, accent trees can be counted for shade trees on a 2:1 ratio. As snob, the proposed quantities of Walters Viburnum along the cast pentneter should be doubled or replaced by shade trees. Yarns and exceation. Y Sitc data table shows 2 existing dwellings on propciiv. The existing conditionsldemolition plan shows 2 duplexes. Applicant can correct rite data table to show 4 existing residential dwellings to receive additional credit at time ofpsyrrimt. Open space/recreation impact fees are due prior to issuance of building permits or filial 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: .4-' Prior to issuance of a building perinit the following; conditions are to be met: 1) provide a copy ofthe approved SWFWMD permit 2) storm water pond is to drain down in 24 hours 3) 6" of fioebaard from design high water level to top of bank is requrrod Soli ante: 1 . That dumpster ce,vice be arranged with the Solid Waste Department prior to the issuance of an occupational bcettse or certificate of occupancy Recycling arcs is ricuded min of4 90 gallon carts (suggest next to Dumpster enclosure ) Please contact Tom Glenn - 727-562-4930 Development Review Agenda- Thursday, June 29, 2006 - Pago 21 ORIGINAL RECEIVED cl,r 0 8 2006 PLANNING DEPARTMENT CITY Of CLEARWATER r? -rraMc Engineering: _ Na issues. Planning • r Development Review Agenda -'Thursday, Jude 29, 2006 - Page 22 ORIGINAL RECEIVED t,;si 0 B 2006 PLANNING DEPARTMENT CITY OF CLEARWATER -C. Pursuant to Section 3-1302 of the Community Development Code, all outdoor Is ng shall comply with the requirements fer fixture type, location and height as listed in this Section. Provide details on the plans of the proposed light poles and fixtures which meet the above referenced provisions. Pursuant to Section 3-911 of the Community Development Code, all utilities including individual distribution lines shall be installed unde .-round. Pursuant to Section 3-804.A of the Community Development Cade, walls and fences located in front of a principal structure shall be permitted to a maximum height of 36". The proposed A2" white piekett fence does not meet this provision. Pursuant to Section 3-201.D ofthe Community Development Code, when the screening of solid waste containers is by ratans of a wall or fence the materials shall be consistent with those materials used in the construction of the principal building as well as with the buildings architectural sty/ a. Provide information as to the materials being used for the enclosure as well as an elevation of said enclosure, 5 _ Pursuant to the Design Guidelines ofthe Clearwater Downtown Redevelopment Plan, buildings should be oriented toward the street as the orientation of the front facade of buildings along the streetscapa contributes to pedestrian interest in an area. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, buildings should be located to define and provide a coherent streetscape with the setback line determining the appropriate location of buildings. ;Pursuant to the Design Guidelines ofthe Clearwater Downtown Redevelopment Plan, the primary,. facades shall not be without articulation or other architectural detail to provide visual interest and vanety on the facade. ' Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, lighting and light fixtures shall be part of an overall design plan and their design and placement appropriate to the building. Light fixtures shall respect, enhance and contribute to the architectural style, detailing and elements of a building, and light poles shall compliment building design. P Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, lighting shall illuminate witbout creating glare and shall not illuminate adjacent properties. Pursuant to Section 2-303 ofthe Community Development Code, the minimum rear setback for structures in the 1v1DA District is ten feet. As proposed, the rear setback would be six feet. In order to request a deviation to six feet, the application would need to be revised to become a Residential Iri 111 Project. It is noted that Residential Infill Projects require the approval of the Community Development Board (CDB) - the earliest such an application could be heard by the CDB would be August 15, 2006. In order for the development proposal to continue to be processed as a Flexible Standard (FLS) application, the project mist be redesigned to meet setbacks. ..Y? Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Place, fences and walls shall compliment and be consistent with the principle structure with regard to materials, texture, size, shape and color, and further shoutd be compatible with the design of the site and ?- architecture ofthe building. 2. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, open spaces should function as transitions between the public sidewalks and streets and the am of the property. Further, such open spaces shall utilize an aesthetically coordinated mamagc between hardscape and landscape elements and be designed so as to relate and connect to adjacent properties. 3. The response provided to General Applicability Critorion #b does not address how the project has been deisgaed to minimize adverse visual, aeoustic and olfactory impacts on adjacent properties- Provide a revised response. Pay particular attention to the proximity of your building to neighboring properties as well as the location of your dumpster. t1.4 . Pursuant to the.Design Guidelines of the Clearwater Downtown Redevelopment Plan, specialized paving designs shalt be utilized especially where pedestrian and vehicular paths intersect. /-f5 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, the use of interlocking pavers, brick or other similarly textured materials should be used for parldng lot surfacing and/or accents. ./1/6. General Applicability Criterion #4 applies to the minimization of traffic congestion for the completed project, Provide a revised response. Development Review Agenda - T6insd"ay; dune 24, 2006 -Page 23 ORIGINAL RECEIVED :`Jr' 0 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER r,YY Pursuant to the o Guidel rocs of the Clearwater Downtown Redevelopment ttached garages in residential developments shall be architecturally integrated with the dOf the principal structure and driveways shall he functionally integrated into the design of the development. The development proposal should be modified with these provisions in mind. ,8--' Pursuant to the Dcsigp Guidelines of the Clearwater Downtown Redevelopment Plan, parking areas for townhouse development shall be located toward the Lnterior of the development maintaining the integrity of the primary facade, 4r.- General Applicability Criterion #3 applies to the impact the proposed development will have on the health/safety of persons living and working in the neighborhood once the pro}ect has been completed. Provide a revised response. 20 Overhead utilities exist along the east side of the N_ Evergreen Avenue right-of-way, should be J utilities must be depicted on the site and landscape plans, Ptnther, the landscape plan designed with the location of these overhead utilities in mind. 41-- Provide floor plans for the units. How is it intended that vehicles parked within the two parlong spacs along the south side of the property will exit those spaces? Are these vehicles expected to back-up 100 feet? Elirninate these non-functional spaces. ?. Depict the gates for the refuse enclosure on the plans. Whcn these gates area open they will encroach into the adjncetn drive aisle. Provide a self-closing device for these gates. The site plan (sheet 3 of 7) has two scales- Delete the 1:10 scale notation. /25 . How is mait delivary/pick-up to be aocornmodatcd? A , What amenities are provided to these residents? ?,27 . The site plan must be revised to depict all easements proposed withthe associated plat (PLT2006-00002). otber. No Comments Notes: A determination of sufficiency cannot be made for this development proposal at this time. in order to be scheduled farthc DRC meeting of August 31, 2006, please submit 15 sets of revised plans addressing these comments by August 8, 2006. Development Review Agenda - Thursday, June 29, 2006 - Page 24 ORIGINAL RECEIVED P,y ' 0 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER jn Case Number; PLT20002 -105 N EVERGREEN AVE Owner(s):';," Robert Lopez 102 S Comet Ave CTearwater, FI 33765 TELEPHONE; No Phone, FAX: No Fax, E-MAIL: No Email Applicant Simee Adhikari 611 Ft Harrison Avenue Clearwater, FT 33756 TELEPHONE: 727-501-4727, FAX: No Fax, E-MAIL: No Email location: 0.963 ACRES LOCATED ON THE EAST SIDE OF NORTH EVERGREEN AVENUE BETWEEN CLEVELAND AND DREW STREETS. Atlas Page: 287B Zoning District: MDR, Medium Density Residential Request: Preliminary Plat for the pIatti of 14 attached dwellings (townhomes) to be called "Four Seasons Grande" iconjunction xni t - 4025, , Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Associations): Clearwater, FI 33758 P 0 Box 8204 TELEPHONY: No Phone, FAX No Fax, F-KAIL: No Email Presenter: Robert Tefft, Planner III Attendees Included: TkeBRC reviewed this application with the following comments: General Engineering: I . Prot to D,O.: 1. Provide on the Preliminary Plat the address and telephone number for the property owner, Four Seasons Grande, LLC. 3. Show survey section, township and range lines on the preliminary plat Environmental: No Continents Fire: No Comments Harbor Master: No Comments Legal No Comn=ts Land Resources: No Continents Landscaping: No Comments Parks and Recreation: No Continents Stormwater, No Comments Solid Waste: No Comments Traffic Engineering: 1 . No Issues. Planning; Dcveiopruent Review Agenda - Thursday, June 29, 2006 • Page 25 ORIGINAL RECEIVED A Ill 08 20061 PLANNING DEPARTMENT CITY OF CLEARWATER ' I . The property fe s a t en foot wide landscape buffer around the entire perm the property. Per his buffer must be planted with 1 tree every 35 feet on cent r d have 100% shrub coverage. The proposed drainage, utility, and maintenance easement will be in conflict with these landscape provisions and must be relocated. 2 Nat identifies the adjacent right-of-way as Evergreen Road. Please be advised that the right-of way is named North Evergreen Avenue. 3. Based upon the conirwrits generated in response to the associated development proposal (FLS2006-04025), the proposed preliminary plat will need to be redesigned. 4. There are several dimensions on the preliminary plat that do not correlate to those found on the site plan. For example: the distance between the west property line and the handicap parking space measures 23 feet on the plat and 25 feet on the site plan. The dive aisles and individual units also appear to be "ofT- • Other: No Comm nts Notes: A DETERMINATION OF SUFFICIENCY CANNOT BE MADE FOR THIS DEVELOPMENT PROPOSAL AT TL31S TIME. IN ORDER TO BE SCHEDULED FOR TIM DRC MEETING OF AUGUST 31, 2006, PLEASE SUBMIT 15 SETS OF REWSRD PI..AINS ADDRESSING TBESE COMMENTS BY AUGUST 3, 2006. Developrmcne Review Agenda -Thursday, June 29, 2006 - Page 26 ORIGINAL RECEIVED JG' 0 8 200c, PLANNING DEPARTMENT CITY OF CLEARWATER 10.15 am Case Number: FLS2006-04025 -- 105 N EVERGREEN AVE Owner(s): Robert Lopez 102 S Comet Ave Clearwater, F133765 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Applicant Simee Adhikari 611 S Ft Harrison Ave Clearwater, F1 33756 TELEPHONE: (727) 501-4727, FAX: (727) 469-8744, E-MAIL: No Email Location: 0.963 acres located on the east side of North Evergreen Avenue between Cleveland and Drew Streets. Atlas Page: 287B Zoning District: MDR, Medium Density Residential Request: Flexible Standard Development approval for 14 attached dwellings within the Medium Density Residential (MDR) District per Section 2-303.A of the Community Development Code. Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P 0 Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: Robert Tefft, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: I . All items below shall be addressed by the applicant prior to the issuance of a building permit: 1. Inside drop shall be provided due to fall inside sanitary sewer manhole in excess of 2-feet. Add City of Clearwater Contract Specifications and Standards Index #302, page 3/3. 2. Correct scale on sheets 3, 4, and 5 of 7 to 1" = 20". 3. New sanitary manholes shall not to read "City of Clearwater". Sanitary sewer will be privately owned and maintained. 4. Provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension. 5. 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. 6. Provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.fl.us/water/drinkingwater/fonns.htm 7. The City of Clearwater, at the applicant's expense, will remove/relocate any/all water meters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within any impervious areas.) 8. 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.). 9. Final plat for "Four Seasons Grande" shall be recorded. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 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 Ordinance 7573-06). 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 29, 2006 - Page 19 Environmental: See stormwater conditions. Fire: No Comments Harbor Master: No Comments Legal: No Comments Land Resources: 1 . Show the canopy of the 20" oak tree on all civil and landscape plans prior to building permit. 2. Revise the top of bank to be at least 10' away from the 20" oak tree prior to D.O. 3 . Show root prune requirements for the top of bank and water lines at the 20" oak tree prior to building permit. 4. Revise tree barricade locations to be at two thirds of the trees drip line and/or in the root prune lines at the 20" oak tree prior to building permit. $ . Place a note on the grading plan to place the sidewalk "on grade" at the 20" oak tree prior to building permit. 6. Revise the irrigation plan to insure that no trenching takes place within the protected root zone of the 20" oak tree prior to building permit. 7. Show to be removed tree "G" 18" oak prior to building permit. Landscaping: Development Review Agenda - Thursday, June 29, 2006 - Page 20 9 • / The canopy of the tree proposed to be preserved along N. Evergreen Avenue is not depicted on the landscape plan. 00 'RAT The landscape plan must be revised to depict all easements proposed with the associated plat (PLT2006-00002). Pursuant to Section 3-1202.E.I of the Community Development Code, the minimum dimension -two Ka-r- for an interior landscape island is eight feet from back of curb to back of curb. See comment 170 1JO1" above for list of those islands not meeting this minimum. Pursuant to Section 3-1202.E.1 of the Community Development Code, the minimum size for an interior landscape island is 156 square feet. There are five interior landscape islands proposed that do not meet this minimum: the islands adjacent the western stand alone parking spaces; the islands at the comers of the "T" intersection; and the island at the middle of the 8-unit block. Each unit of the eight-unit building has the same landscape provided in front of the unit. Variation to the proposed plantings should be accommodated. Variations should also be accommodated for each of the three-unit buildings. There will be at best one foot of land between Lot 3 and Lot 12 and the abutting drive aisle. How exactly will the proposed Indian Hawthorne and Creeping Fig be planted? What room will be left when the required curbing is provided? Ensure that functional landscape area is provided between drive aisle and adjoining buildings so that adequate landscaping can be provided. . g> crr au5 Pursuant to Section 3-1204.D of the Community Development Code, all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops. S . Pursuant to Section 3-1204.F of the Community Development Code, no parking is permitted in or over any required landscape area, nor may any vehicle overhang any required landscape area. I'V/D ? loS Pursuant to Section 3-1202.E.1 of the Community Development Code, one tree is required ov NO ` W-r-- r within each interior landscape island. With the exception of those interior landscape islands at the corners of the "T" intersection, the islands referenced in the two preceeding comments do ?y 10 ? not meet this requirement. Pursuant to Section 3-1202.D.1, a minimum ten foot wide buffer with one tree every 35 feet on G T center and 100% shrub coverage is required along the entire perimeter of the subject property. With regard to the north perimeter, the dumpster/enclosure encroachesjnto the buffer, the required spacing of the trees_is not being met and 100% shrub coverage has not been rovided.. Along the south perimeter, the two proposed parking spaces encroach into the buffer and 100% shrub coverage is not provided. The east buffer is encroached upon bykavement, the required tree spacing is not met and 100% shrub coverage is not provided. Finally, the west perimeter does not meet re uired tree spacing (it's not much, but it's off) or provide 100% shrub coverage. 11 . Pursuant to Section 3-1202.13.1 of the Community Development Code, at time of installation shade trees (Live Oak, Winged Elm) shall be a minimum of ten feet in height and planted five feet from any impervious area. la t(T111u(? Pursuant to Section 3-1202.13.1 of the Community Development Code, at time of installation accent trees (Walters Viburnum, Hibiscus) shall be a minimum of eight feet in height with two inch caliper. Additionally, accent trees can be counted for shade trees on a 2:1 ratio. As such, the proposed quantities of Walters Viburnum along the east perimeter should be doubled or replaced by shade trees. Parks and Recreation: 1 . Site data table shows 2 existing dwellings on property. The existing conditions/demolition plan shows 2 duplexes. Applicant can correct site data table to show 4 existing residential dwellings to receive additional credit at time of payment. Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Stormwater: Solid Waste: Prior to issuance of a building permit the following conditions are to be met: 1) provide a copy of the approved SWFWMD permit 2) storm water pond is to drain down in 24 hours 3) 6" of freeboard from design high water level to top of bank is required Development Review Agenda - Thursday, June 29, 2006 - Page 21 That dumpster service be arranged with the Solid Waste Department prior to the issuance of an occupational license or certificate of occupancy. Recycling area is needed min of 4 90 gallon carts (suggest next to Dumpster enclosure ) Please contact Tom Glenn - 727-562-4930 Traffic Engineering: I . No Issues. Planning: Development Review Agenda - Thursday, June 29, 2006 - Page 22 • 9 ?. Pursuant to Section 3-1302 of the Community Development Code, all outdoor lighting shall comply with the requirements for fixture type, location and height as listed in this Section. Provide details on the plans of the proposed light poles and fixtures which meet the above referenced provisions. U11 N6,T W-LTIF- ZO Pursuant to Section 3-911 of the Community Development Code, all utilities including individual NtTi* distribution lines shall be installed underground. IX/ Pursuant to Section 3-804.A of the Community Development Code, walls and fences located in -front of a principal structure shall be permitted to a maximum height of 36". The proposed 42" white pickett fence does not meet this provision. 42. Pursuant to Section 3-201.1) of the Community Development Code, when the screening of solid C1tDt ? waste containers is by means of a wall or fence the materials shall be consistent with those materials used in the construction of the principal building as well as with the buildings architectural style. Provide information as to the materials being used for the enclosure as well as an elevation of said enclosure. ,_5" Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, buildings should be oriented toward the street as the orientation of the front facade of buildings along the streetscape contributes to pedestrian interest in an area. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, buildings should be located to define and provide a coherent streetscape with the setback line determining the appropriate location of buildings. /. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, the primary facades shall not be without articulation or other architectural detail to provide visual interest and variety on the facade. -,S' Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, lighting and light fixtures shall be part of an overall design plan and their design and placement appropriate to the building. Light fixtures shall respect, enhance and contribute to the architectural style, detailing and elements of a building, and light poles shall compliment building design. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, lighting shall illuminate without creating glare and shall not illuminate adjacent properties. ? 10. Pursuant to Section 2-303 of the Community Development Code, the minimum rear setback for structures in the MDR District is ten feet. As proposed, the rear setback would be six feet. In order to request a deviation to six feet, the application would need to be revised to become a Residential Infill Project. It is noted that Residential Infill Projects require the approval of the Community Development Board (CDB) - the earliest such an application could be heard by the CDB would be August 15, 2006. In order for the development proposal to continue to be processed as a Flexible Standard (FLS) application, the project must be redesigned to meet setbacks. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, fences and walls shall compliment and be consistent with the principle structure with regard to materials, texture, size, shape and color, and further should be compatible with the design of the site and architecture of the building. [yam 1f?7 12. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, open ? spaces should function as transitions between the public sidewalks and streets and the use of the property. Further, such open spaces shall utilize an aesthetically coordinated marriage between hardscape and landscape elements and be designed so as to relate and connect to adjacent properties. The response provided to General Applicability Criterion #6 does not address how the project has been deisgned to minimize adverse visual, acoustic and olfactory impacts on adjacent properties. Provide a revised response. Pay particular attention to the proximity of your building to neighboring properties as well as the location of your dumpster. t 1U? Y3`'a 14 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, specialized paving designs shall be utilized especially where pedestrian and vehicular paths intersect. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, the use of interlocking pavers, brick or other similarly textured materials should be used for parking lot surfacing and/or accents. t?a? !1i 1 t1?Jp 16 General Applicability Criterion #4 applies to the minimization of traffic congestion for the completed project. Provide a revised response. Development Review Agenda - Thursday, June 29, 2006 - Page 23 • • ! Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, attached garages in residential developments shall be architecturally integrated with the design of the principal structure and driveways shall be functionally integrated into the design of the development. The development proposal should be modified with these provisions in mind. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, parking areas for townhouse development shall be located toward the interior of the development ?t7 g11((i1 19) maintaining the integrity of the primary facade. General Applicability Criterion #3 applies to the impact the proposed development will have on ;7 the health/safety of persons living and working in the neighborhood once the project has been completed. Provide a revised response. w l hXVV0.) 20 . Overhead utilities exist along the east side of the N. Evergreen Avenue right-of-way. These utilities must be depicted on the site and landscape plans. Further, the landscape plan should be designed with the location of these overhead utilities in mind. Provide floor plans for the units. How is it intended that vehicles parked within the two parking spacs along the south side of the property will exit those spaces? Are these vehicles expected to back-up 100 feet? Eliminate these non-functional spaces. Depict the gates for the refuse enclosure on the plans. When these gates area open they will encroach into the adjacent drive aisle. Provide a self-closing device for these gates. 1 The site plan (sheet 3 of 7) has two scales. Delete the 1:10 scale notation. 41115T MXIOW_04 0? How is mail delivary/pick-up to be accommodated? ?. What amenities are provided to these residents? Nn Fes' 1V _7 The site plan must be revised to depict all easements proposed with the associated plat (PLT2006-00002). Other: No Comments Notes: A determination of sufficiency cannot be made for this development proposal at this time. In order to be scheduled for the DRC meeting of August 31, 2006, please submit 15 sets of revised plans addressing these comments by August 8, 2006. Development Review Agenda - Thursday, June 29, 2006 - Page 24 • • 10.15 am Case Number: PLT2006-00002 - 105 N EVERGREEN AVE Owner(s): Robert Lopez 102 S Comet Ave Clearwater, Fl 33765 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Applicant Simee Adhikari 611 Ft Harrison Avenue Clearwater, Fl 33756 TELEPHONE: 727-501-4727, FAX: No Fax, E-MAIL: No Email Location: 0.963 ACRES LOCATED ON THE EAST SIDE OF NORTH EVERGREEN AVENUE BETWEEN CLEVELAND AND DREW STREETS. Atlas Page: 287B Zoning District: MDR, Medium Density Residential Request: Preliminary Plat for the platting of 14 attached dwellings (townhomes) to be called "Four Seasons Grande" in conjunction with FLS2006-04025. 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 Presenter: Robert Tefft, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: I . Prior to D.O.: 1. Provide on the Preliminary Plat the address and telephone number for the property owner, Four Seasons Grande, LLC. 2. Show survey section, township and range lines on the preliminary plat. Environmental: No Comments Fire: No Comments Harbor Master: No Comments Legal: No Comments Land Resources: No Comments Landscaping: No Comments Parks and Recreation: No Comments Stormwater: No Comments Solid Waste: No Comments Traffic Engineering: I . No Issues. Planning: Development Review Agenda - Thursday, June 29, 2006 - Page 25 1 . The property requires a ten foot wide landscape buffer around the entire perimeter of the property. Per code this buffer must be planted with 1 tree every 35 feet on center and have 100% shrub coverage. The proposed drainage, utility, and maintenance easement will be in conflict with these landscape provisions and must be relocated. 2. Plat identifies the adjacent right-of-way as Evergreen Road. Please be advised that the right-of-way is named North Evergreen Avenue. 3 . Based upon the comments generated in response to the associated development proposal (FLS2006-04025), the proposed preliminary plat will need to be redesigned. 4. There are several dimensions on the preliminary plat that do not correlate to those found on the site plan. For example: the distance between the west property line and the handicap parking space measures 23 feet on the plat and 25 feet on the site plan. The drive aisles and individual units also appear to be "off'. Other: No Comments Notes: A DETERMINATION OF SUFFICIENCY CANNOT BE MADE FOR THIS DEVELOPMENT PROPOSAL AT THIS TIME. IN ORDER TO BE SCHEDULED FOR THE DRC MEETING OF AUGUST 31, 2006, PLEASE SUBMIT 15 SETS OF REVISED PLANS ADDRESSING THESE COMMENTS BY AUGUST 8, 2006. Development Review Agenda - Thursday, June 29, 2006 - Page 26 • CITY OF CLEARWATER LL PLANNING DEPARTMENT ° }, earwa er 100 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 U TEL: (727) 562-4567 FAX: (727) 562-4865 FACSIMILE COVER SHEET Date: To: From: Re: June 27, 2006 Simee Adhikari, (727) 469-8744 Robert G. Tefft, Planner III DRC Comments for 105-115 N. Evergreen Avenue Number of Pages Including Cover Sheet: 9 Comments: ** Please confirm receipt via e-mail at: robert.tefflnmyclearwater.com ** ** Visit the Planning Department online at www.myclearwater.com ** 0 • Jun. 27 2006 08:56AM YOUR LOGO . YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94698744 Jun.27 08:52AM 04'09 SND 09 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). • • CITY OF C LEARWAT E R PLANNING DEPARTMENT POST OFFICE BOX 4748, C1.FARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVFNUE, CI.FARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4865 LONG RANGE PLANNING DFVFLOPMENT RFV(FW May 26, 2006 Ms. Simee Adhikari 611 S. Fort Harrison Avenue Clearwater, FL 33756 Re: FLS2006-04025 -105 N. Evergreen Avenue - Letter of Completeness Dear Ms. Adhikari: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLS2006-04025. 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 29, 2006, in the Planning Department Conference Room (Room 216), which is located on the second floor of the Municipal Services Building at 100 South Myrtle Avenue. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments 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.tefft(cmyclearwater.com PRANK H11MARD, MAYOR. BILI. JONSON, VICE-MAYOR 10IIN DORAN, Cot No 1,mltm t;K Horn HAMILTON, COUncu.nv:Mlsiaz ® CARLIiN A. PIi rItI'SLN, COUNCn.mlinuSElt 'TQUAL EMPLOYMENT AND AI'FUiMATIVF ACTION I:MPLOI'EIR" • CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 TEL: (727) 562-4567 FAX: (727) 562-4865 0 Clearwater FACSIMILE COVER SHEET Date: May 26, 2006 To: Simee Adhikari, (727) 469-8744 From: Robert G. Tefft, Planner III Re: FLS2006-04025 -105 N. Evergreen Avenue Number of Pages Including Cover Sheet: 2 Comments: ** Please confirm receipt via e-mail at: robert.tgEtAnayclearwater.com ** ** Visit the Planning Department online at www.myclearwater.com ** May. 26 2006 02:00PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94698744 May.26 01:59PM 01'29 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' U04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). V • CITY OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL. SERVICES BUILDING, 100 SOUTH MYRTLE AvENUE, CLFARWATER, FLORIDA 33756 TELEPHONY (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DFVFLOPMENT REVIEW May 8, 2006 Ms. Simee Adhikari 611 S. Fort Harrison Avenue Clearwater, FL 33756 Re: FLS2006-04025 -105 N. Evergreen Avenue - Letter of Incompleteness Dear Ms. Adhikari: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLS2006-04025. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments: 1. Pursuant to Section F of the application, the submittal is to include the following: ? 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; and ? Tree Inventory prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. 05/05/06: While the above information has been provided, the tree survey is not to scale. Please provide a to scale tree survey as per our discussion on 05/03/06. Pursuant to Section H of the application, the landscape plan shall include the following information: ? Names of abutting streets; ? Delineation and dimensions of all required perimeter landscape buffers; ? Sight visibility triangles; ? Delineation and dimensions of all parking areas including landscaping islands and curbing; and ? Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered. 05/05/06: Aside from the depiction of the required sight visibility triangles, none of the above items have been addressed. 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 FRANK 1-111MARD, MAYOR BILL JONSON, VICE: MAYOR 10I1N DORAN, COUNCILMENIBIT I-IoYf HAMIUMN, COUNCILMI?MBIT ® CARLRN A. FICA?RSBN, COUNCILMEMBBR "EQUAL EMPLOYMFNT AND AFTIRMA'1'IVF ACTION EMPLOYER" • • revised plans and application materials as per the above comments no later than Noon, Thursday, May 25, 2006. 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@,myclearwater.com • CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE CLEARWATER) FLORIDA 33756 TEL: (727) 562-4567 FAX: (727) 562-4865 • LL ?. Q } arwater U FACSIMILE COVER SHEET Date: May 8, 2006 To: Simee Adhikari, (727) 469-8744 From: Robert G. Tefft, Planner III Re: FLS2006-04025 -105-115 N. Evergreen Avenue (Four Seasons Grande) Number of Pages Including Cover Sheet: 3 Comments: ** Please confirm receipt via e-mail at: robert.tefflAmvclearwater.com ** ** Visit the Planning Department online at www.mvclearwater.com ** May. 08 2006 09:58AM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94698744 May.08 09:56AM 01'46 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HE_P-FAX 0435-7329). CITY OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLFARWATER, FLORIDA 33758-4748 MUNICIPAL. SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATFR, FLORIDA 33756 TFLEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGF PLANNING DFVI;LOPMFNT RFvIF.W April 28, 2006 Simee Adhikari 611 South Fort Harrison Avenue Clearwater, FL 33756 Re: FLS2006-04025 -105 North Evergreen Avenue - Letter of Incompleteness Dear Simee Adhikari: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLS2006-04025. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments: :4' . Pursuant to Section B of the application, a project valuation is to be provided. Pursuant to Section E of the application, a stormwater narrative is required to be submitted with all applications. 4'. Pursuant to Section F of the application, the submittal is to include the following: ? 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; and ? Tree Inventory prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. ,4?' Pursuant to Section G of the application, the site plan shall include the following information: EAll dimensions; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3-201(D)(i) and Index #7011; and r' Location of all outdoor lighting fixtures. Pursuant to Section H of the application, the landscape plan shall include the following information: ? Names of abutting streets; ? Delineation and dimensions of all required perimeter landscape buffers; .-w Sight visibility triangles; ? Delineation and dimensions of all parking areas including landscaping islands and curbing; and ? Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered. FRANK HIBBARD, MAYOR FILL. JONSON, VIci:-MAYOR JOAN DORAN, COUNCILMEMBI:K Horr HAWIXON, COUNCILME:MBER ® CARLEN A. M;A 1:16P:N, COUNCU M ENIBIT "EQUAL. EMPLOYMENT AND ArFIRMATivIi AC'T'ION EMPLOYER" • • Pursuant to Section I of the application, building elevation drawings shall include the following information: ' d All sides of all buildings; p Dimensions [height is to be measured from existing grade to mean roof]; 4 Colors [identify the colors on the plans and provide color samples]; and p Materials [provide notations as to the proposed building materials]. The Comprehensive Landscape Program application submitted has been superseeded.. Please submit a revised application. Not withstanding the above, please clarify why a Comprehensive Landscape Program application is being submitted - one response indicates that the plan exceeds minimum standards. If no deviations from the landscape code are being requested, them a Comprehensive Landscape Program application does not need to be made. 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, Friday, May 5, 2006. Should you have any questions, please do not hesitate to contact me. Sincerely, kobert G. Tefft, Planner III Tel: (727) 562-4539 Fax: (727) 562-4865 E-Mail: robert. to ffl@myclearwater. com • • CITY OF C LEARWAT E R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FI.ORIDA 33758-4748 MUNICIPAL. SERVIciis BUILDING, 100 SOUTH MYR'1'1.Ii AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT REVIEW April 28, 2006 Simee Adhikari 611 South Fort Harrison Avenue Clearwater, FL 33756 Re: PLT2006-00002 -105 North Evergreen Avenue - Letter of Completeness Dear Simee Adhikari: The Planning Department staff has entered your application into the Department's filing system and assigned the case number PLT2006-00002. 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 1, 2006, in the Planning Department Conference Room (Room 216), which is located on the second floor of the Municipal Services Building at 100 South Myrtle Avenue. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments 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) 5624865 E-Mail: robert. to t(c? ,myclearwater. corn PRANK HIBBARD, MAYOR BILL JONSON, VICE-MAYOR Jolty DORAN, COUNCILMEMIWK HOYF HAMILTON, COUNCILMEMBIT ® CARLEN A. I'Gn?KSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND Al'IIRMATIVE AC; LION EMPLOYER" • • CITY OF CLEARWATER LL PLANNING DEPARTMENT ° arwater } ZOO SOUTH MYRTLE AVENUE ~_ CLEARWATER, FLORIDA 33756 U TEL: (727) 562-4567 FAX: (727) 562-4865 FACSIMILE COVER SHEET Date: To: From: Re: May 1, 2006 Simee Adhikari, (727) 469-8744 Robert G. Tefft, Planner III FLS2006-04025, PLT2006-00002 (105-115 N. Evergreen Avenue) Number of Pages Including Cover Sheet: 4 Comments: ** Please confirm receipt via e-mail at: robert.tefft(a_mvclearwater.com ** **Visit the Planning Department online at www.mvclearwater.com ** May. 01 2006 07:36AM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94698744 May.01 07:33RM 02'20 SND 04 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (4355-7329). 06-Jun-28 03:27pm From-One Stop PA nil Attn: Mr. Robert G Tafft Panner III Fax: 727-562-4865 6-28-06 Dear Sir: 727 442 6426 T-847 P.001/001 F-309 It is with great concern that I contact you. I feel very strongly this possible construction at: No. Evergreen Clearwater, FL 33755 would cause many problems and decrease my property value at: 110 and 112 No. Hillcrest Ave. Clearwater, FL 33755 Problems: 1. There will not be adequate parking space available 2. The additional strain on the already in-adequate sewage and water drainage 3. Lack of up keep to the proposed apartment building adjacent to 21 No. Evergreen Ave, Clearwater FL 33755 T? { 41 C ITY OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 0 44 F" rt MUNICIPAL. SFRvLCIis BUILDING, 100 SOUTH MYRTLE AVENUE, CI.wwATER, FLORIDA 33756 TrI.rPHONr: (727) 562-4567 FAx (727) 562-4865 LONG RANGE MANNING DEVELOPMENT RmEW June 7, 2006 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 105-115 N. EVERGREEN AVENUE (FLS2006-04025) To Surrounding Property Owners: As an owner of property within 200 feet of 105-115 N. Evergreen Avenue, the City of Clearwater Planning Department gives notice that an application has been submitted for Flexible Standard Development for 14 attached dwellings within the Medium Density Residential (MDR) District as per Section 2-303.A of the Community Development Code. On June 29, 2006, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determination, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be June 29, 2006. The City encourages you to participate in the review of this application. You may contact me at (727) 562-4539 or via email at robert.tefftna,myclearwater.coin for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case, which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on June 29, 2006. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclear-water.com. Sincerely, 'elk Robert G. Tefft, Planner III Tel: (727) 562-4539 Fax: (727) 562-4865 E-Mail: robert.tefft@myclear-water.coni PRANK HIBBARD, MAYOR 13111JONSON, VICE-MAYOR HOYf HAMII:1-ON, COIINCILMEM OT D EiCE-HYE JUN 2 7 2006 PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER ?o11N 1) ; CARLEN A. PEI-ERSEN, COUNCII.M1iMBER "I"'QUAL EMPLOYMENT AND AIZ17IRMATivi., ACTION EMPLOYER" CITY OF CLEARWATER c. PLANNING DEPARTMENT 99?rEgE??,, POST ONCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 l % U . METER717445 BATES-,-" SR C LARG 771 1526 r: z;aa?A Wa: ro, nom., ?:.:.. SATE487UNABLE7TO2FORWARD 44 06/18/06 • NO FORWARD ORDER ON FILE RETURN TO POSTMASTER OF ADDRESSEE FOR REVIEW CITY OF CLEARWATER PLANNING DEPARTMENT 99?ATEF ; POST OMCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 FINANCIAL WAREHOUSE GROUP 4595 TOWNE LAKE PKWY STE 130 WOODSTOCK GA 30189 - 5514 - •_..-. IAA ? JUP? ?I J'uu ? 11.E U ? -;r %r N METER717445 t RETURN TO SENDER INSUFFICIENT ADDRESS UNABLE TO FORWARD GC: 33759474946 *1991-01772--10-40 CITY OF CLEARWATER PLANNING DEPARTMENT -9 gTEaF?' POST OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 SULLIVAN„&MAUR.E] ELIZABETH':"rj; `i PO BOX 29155 LOS ANGLES CA 90C Mlt'l ?L H METIE11717445 9 - 0155 N l'X S E 900 S 02 08120/ OE' RETURN TO SENDER INSUFFICIENT ADDRESS UNABLE TO FORWARD MC: 3375947+4949 X3052- OS759-20-27 CITY OF CLEARWATER e? a: PLANNING DEPARTMENT 99hgTEflFv?, POST ONCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 GLADYS,DANUTA PODGORSKI, REK 1329 DRE 15 CLEAR R FL 0 M rr•T'; (rr? 3r.:- \..t:Jy? i•(•y '_t?T;t ??t y' ,. ._. .. ?- H M ER 717445 li*t -4p R® p? ? j? CITY OF CLEARWATER PLANNING DEPARTMENT 99?gTEA;` ?' POST OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 17-1.1-1. 71-1 sue. C!"• ?`M -111111 :1mzl , c? .'!.i •, .., ... ` R L H ME'TER717a45 F, COMBS, T SA 22V H ST AV " CL ATER F -5140 tZE 1w ' meow[?Q r? ?? CITY OF CLEAkW'NT'E"R ?t PLANNING DEPARTMENT 99grEa?° POST OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 14 t .s ? wy f&:£...?? A ?3?Yk ? _? p,Y?T"?<.a».rY,"wy ?n•m a• ? ? -e++.a,?!.mVs3,,?.ti ? ,..MwrF '? JUN1?, aF y - ?.: F L H METER 717445 FINANCIAL WAREHOUSE GROUP 4595 TOWNE LAKE PKWY BLDG 100 - YOODSTOCK GA 30189 - 5514 rr , t ??? JUA 1 }',;p j CITY OF CLEARWATER PLANNING DEPARTMENT 99K9TEF; ?° POST OMCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 u v a u ? L ^ \ i H MUER7174 45 ZAREBSKI, LESZEK ZAREBSKI, I -ONA 1329 DR 10 CLE R FL 00-5111 ?J A FTE?p 0 y- x ED f CITY OF CLEARWATER PLANNING DEPARTMENT '9' arEaEy` POST OMCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 40 11 - m H IVIMR717445 GIANFILIPPO, RITA GIANFILIPPO. ICHAEL 14 N HILL 0,05 CLEA R - 5140 r CITY OF CLEARWATER PLANNING DEPARTMENT 99'??TEaF?o' POST OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 1* f'i DABROWSKA, JOANNA DABROWS NDRZEJ 1329 D # 11 CLE ER F - 5113 p ?t r t,;y e ? L H METER717445 BINNED ,q r? I filor "uid 1 ,- CITY OF CLEARWATER PLANNING DEPARTMENT 99 yrEA?``?' POST OMCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 UU,jud H METER 71.7 44 5 I* D ,...,}•..t??J.: _-.? .? •:?r= i„ CLEARWATER, CITY OF • °525 N BETTY LN CLEARWATER FL 33755 - 4799 r FISHER, DONALD G FISHER, BARBARA C 201 N HILLCREST DR CLEARWATER FL 33755 - 5013 LAWLER, R C INC P O BO 7792 ST PETERSBURG FL 33734 - 7792 RAINES, JERRY L RAINES, VICKI 1405 LAURA ST CLEARWATER FL 33755 - 5220 BATES, DAVID R SR CLARK, ROBERT O 487 LAKEHILL LN LARGO FL 33771 - 1526 HAWI, ZACHARIA I HAWI, KIM R 119 N HILLCREST AVE CLEARWATER FL 33755 - 5143 WILLIAMS, MARTHA J 217 N HILLCREST DR CLEARWATER FL 33755 - 5013 CANEY, ELVIE I 1406 DREW ST CLEARWATER FL 33755 - 5207 GIANFILIPPO, RITA 1401 LAURA ST CLEARWATER FL 33755 - 5220 lfk-If 11 MC CLELLAND, SAMUEL G III MC CLELLAND, ANITA L 202 ORANGEVIEW AVE CLEARWATER FL 33755 - 5045 LAWLER, R C INC P O BO 7792 ST PETERSBURG FL 33734 - 7792 KOCHAN, MARK KOCHAN, LEYLA 12108 ARBIE RD SILVER SPRING MD 20904 - 2801 FLOWERS, MARGUERITE S 111 ORANGEVIEW AVE CLEARWATER FL 33755 - 5229 SACRED PATRIARCHAL & STAVROPEG 1440 LAURA ST CLEARWATER FL 33755 - 5221 SMALLWOOD, ALICE 115 N HILLCREST AVE CLEARWATER FL 33755 - 5143 MC COY, PATRICK J LIV TRUST MC COY, PATRICK J THE 105 HILLCREST AVE N CLEARWATER FL 33755 - 5143 RODRIGUEZ, OLAGUER RODRIGUEZ, ALICIA S 22 ORANGEVIEW AVE CLEARWATER FL 33755 - 5226 SCHROEPFOR, KATHRYN 110 ORANGEVIEW AVE CLEARWATER FL 33755 - 5228 RAGEL, VIOLA M 1401 DREW ST CLEARWATER FL 33755 - 5208 109 HILLCREST TRUST PO BOX 3041 CLEARWATER FL 33767 - 8041 LEMBERGER, TAMAR W LEMBERGER, DANIEL 29 N HILLCREST AVE CLEARWATER FL 33755 - 5100 HARRIS, STEPHEN W 1860 STEVENSON CLEARWATER FL 33755 - 1854 GRUVER, CHARLES G 114 ORANGEVIEW AVE CLEARWATER FL 33755 - 5228 SEVASTOS, CHRISTOS SEVASTOS, MARINA 23 N HILLCREST AVE CLEARWATER FL 33755 - 5141 CHASTEN, GERALDINE A 106 ORANGEVIEW AVE CLEARWATER FL 33755 - 5228 MICHNIEWICZ, CHARLOTTE A 116 ORANGEVIEW AVE CLEARWATER FL 33755 - 5228 CASCONE, JOHN CLEARWATER, CITY OF MAYOTTE, KATHRYN PO BOX 4748 1411 DREW ST CLEARWATER FL 33758 - 4748 CLEARWATER FL 33755 - 5208 . BEAULIEU, PETER G BEAULIEU, CECELIA L 18 MOUNTIANVIEW RD LEOMINSTER MA 01453 - 3439 DOYLE, ANNE 1847 NORFORK RD TORRINGTON CT 06790 - 2000 PATTERSON, MARGARET M 110 N HILLCREST AVE CLEARWATER FL 33755 - 5142 COMBS, TERESA 22 N HILLCREST AVE CLEARWATER FL 33755 - 5140 RHODES, WILLIAM E 411 CLEVELAND ST PMB 265 CLEARWATER FL 33755 - 4004 GIANFILIPPO, RITA GIANFILIPPO, MICHAEL 14 N HILLCREST DR CLEARWATER FL 33755 - 5140 SLAMEN, HERBERT SLAMEN, DARLENE 4616 OLD LEEDS RD BIRMINGHAM AL 35213 - 1802 MANNIX, PAUL LIUZZA, RON MANNIX, CAROL A LIUZZA, JAN 2024 GARDEN BAR RD #6 CHATEAU MARGAUX LINCOLN CA 95648 - 9750 KENNER LA 70065 - 2051 DILLON, THOMAS E 120 HILLCREST AVE # 7 CLEARWATER FL 33755 - 5144 SERTICH, TAMMY J 120 N HILLCREST AVE # 8 CLEARWATER FL 33755 - 5144 PANAGEAS, GUS PANAGEAS, ECATIRINI PO BOX 4416 CLEARWATER FL 33758 - KUCHARSKI, STEVEN 16 OAK ST MANCHESTER NH 03104 - COLON, ASTRID COLON, ROSALIZ 1345 DREW ST # 7 CLEARWATER FL 33755 - BLAIS, EMILE BLAIS, ROBERTINE 371 GREEN MANOR TER WINDSOR LOCKS CT 06096 - CARTER, BONITA L 1345 DREW ST # 2 CLEARWATER FL 33755 - 5115 CAPUTO, LOUISE L 3 TIMBERWOOD DR # 207 GOFFSTOWN NH 03045 - 2568 STILLINGS, CHARLES A STILLINGS, IDA M 5 VINE LN EAST NORTH PORT NY 11731 - 3207 BEND, JOSEPH P THE BEND, AGNES L THE 500 N OSCEOLA AVE # 305 CLEARWATER FL 33755 - 3936 PINELLAS PUBLIC LIBRARY COOP 1330 CLEVELAND ST CLEARWATER FL 33755 - 5103 HAMILTON, WILLIAM HAMILTON, SUZANNE 8656 BROOKWOOD DR NEW PORT RICHEY FL 34654 - 5060 DREW CREST APTS CO-OP ASSN INC 1385 DREW ST CLEARWATER FL 33755 - 5121 BARRIENTOS, ERNESTO JR 1385 DREW ST # 3 CLEARWATER FL 33755 - 5121 LEAKE, ROBERT E 1385 DREW ST # 6 CLEARWATER FL 33755 - 5121 DREW GARDENS APTS # 1 CO- OP AS 1329 DREW ST CLEARWATER FL 33755 - 5125 CLINTON, DONALD E ST JOHN THE BAPTIST PARISH 10 SCHOOL ST SUNCOOK NH 03275 - MC NOCHER, PATRICK 2463 GULF TO BAY BLVD # 263 CLEARWATER FL 33765 - FITZPATRICK, KEVIN M FITZPATRICK, SUSAN M 12 CHERY LN BILLERICA MA 01821 - 2931 WRIGHT, DAVID C 6419 DIMARCO RD TAMPA FL 33639 - CARTER, ROGER RANCOURT, HENRY W • PIRIE, ALLAN 216 48TH ST SE RANCOURT, PAULINE A PIRIE, IRENE M CANTON OH 44707 - 1004 1345 DREW ST # 14 6253 DENNISON BLVD CLEARWATER FL 33755 - 5118 PARMA HTS OH 44130 - 2343 MALKI, SAMEER 1345 DREW ST # 16 CLEARWATER FL 33755 - 5118 DREW GARDENS APTS # 2 CO- OP AS 1345 DREW ST CLEARWATER FL 33755 - 5138 MC MULLIN, MICHAEL P PO BOX 3912 CLEARWATER FL 33767 - 8912 SULLIVAN, MAUREEN ELIZABETH PO BOX 29155 LOS ANGLES CA 90029 - 0155 GALECKI, URSZULA KOZINSKI, DEREK 5643 N FOLMAR CHICAGO IL 60646 - DABROWSKA, JOANNA DABROWSKI, ANDRZEJ 1329 DREW ST # 11 CLEARWATER FL 33755 - 5113 KOT, MIECZYSLAW EST 401 34TH ST WEST DE MOINES IA 50265 - 4023 FINANCIAL WAREHOUSE GROUP 4595 TOWNE LAKE PKWY BLDG 100 WOODSTOCK GA 30189 - 5514 BRKLJACIC, GEORGE P BRKLJACIC, CATHERINE T 370 ROSALAND LN OLDSMAR FL 34677 - 4609 RAMOS, JOSEPH LAKOMIEC-RAMOS, MARIA 1329 DREW ST CLEARWATER FL 33755 - 5125 BURKE, RAYMOND E BURKE, MARIE C 2671 SABAL SPRINGS CIR #205 CLEARWATER FL 33761 - 3118 LUPINSKI, DOROTA LUPINSKI, ANDRZEJ 1120 E 15TH ST BROOKLYN NY 11230 - 4816 TATARCZUCH, ALEKSANDRA TATARCZUCH, JOZEF 821 DE LEON CT # 203 DUNEDIN FL 34698 - VYPIOR, WALLY ZAREBSKI, LESZEK 4204 N MILWAUKEE AVE ZAREBSKI, IWONA CHICAGO IL 60641 - 1640 1329 DREW ST # 10 CLEARWATER FL 33755 - 5113 POVOROZNYK, MARIJKA 40 SADDLEBROOK RD PITTSFORD NY 14534 - 2822 GALECKI, URSZULA KOZINKSI, DEREK 5643 N KOLMAR AVE CHICAGO IL 60646 - 5915 GLADYS, DANUTA PODGORSKI, JUREK 1329 DREW ST # 15 CLEARWATER FL 33755 - 5113 DUBAYAH, LINDA A 1622 S LAKE AVE # 3 CLEARWATER FL 33756 - 1361 LOFGREN, ANNA LOFGREN, CHRISTOPHER G 101 GARLAND CIR PALM HARBOR FL 34683 - 5171 BRYAN, EILEENE J 1329 DREW ST # 16 CLEARWATER FL 33755 - 5113 BIENKOWSKI, PIOTR 3546 74TH ST # 321 JACKSON HEIGHTS NY 11372 - 4307 LOFGREN, ANNA GENTILE, GERALD T WRIGHT, DAVID H 101 GARLAND CIR GENTILE, DENISE WRIGHT, TINA V PALM HARBOR FL 34683 - 5171 1965 MAGNOLIA AVE 3102 BISHOP DR CLEARWATER FL 33764 - 4791 SAFETY HARBOR FL 34695 - 5007 FINANCIAL WAREHOUSE HALIFAX, BRIAN K LOPEZ, ROBERT GROUP 1315 BYRON DR LOPEZ, ROBERT A 4595 TOWNE LAKE PKWY STE CLEARWATER FL 33756 - 3503 102 S COMET AVE 130 CLEARWATER FL 33765 - 3528 -WOODSTOCK GA 30189 - 5514 BARANEK, ELZBIETA GIANFILIPPO, PETER V 21 N EVERGREEN AVE 1594 S FT HARRISON AVE CLEARWATER FL 33755 - 5156 CLEARWATER FL 33756 - 2074 ME MYSELF & I INC 5940 MAIN ST NEW PORT RICHEY FL 34652 - 2716 DE BIASE, LOUIS A SR THE DE BIASE, CONCETTA THE 607 ORANGE ST PALM HARBOR FL 34683 - ESMAIL, YASMIN 16378 NORTHDALE OAKS TAMPA FL 33624 - 1319 WILLIS, WILLIAM R 1975 SADDLE HILL RD S DUNEDIN FL 34698 - 2442 105 Evergreen Avenue Four Seasons FLS2006-04025 Robert Tefft r- 0 a? bn a 0 0 • O m 0 0 Page 1 of 1 15 / 29 / 15 / 27090 / 002 / 0060 28-Apr-2006 Jim Smith, CFA Pinellas County Property Appraiser 14:25:38 Ownership Information Residential Property Address, Use, and Sales HALIFAX, BRIAN K OBK: 13249 OPG: 1724 1315 BYRON DR CLEARWATER FL 33756-3503 EVAC: E EUAC Comparable sales value as Prop Addr: 115 H E VERGREEN AUE of Jan 1, 2005, based on Census Tract: 264.00 2003 - 2004 l f : sa es rom 177,900 Sale Date OR Book/Page Price (Qual/Unq) Vac/Imp Plat Information 12/2,003 13,249/1,724 165,000 (Q) I 1923: Book 005 Pgs 085- 7 /1,994 8,73811,201 84,000 (Q) I 0000: Book Pgs - 0 /1,978 4,761/1,483 49,000 (0) I 0000: Book Pgs - 0 /0 01 0 0 2005 Value EXEMPTIONS Just/Market: 151,900 Homestead: HO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 151,900 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 151,900 Agricultural: 0 2005 Tax Information District: Cu Seawall: Frontage: Clearwater View: 05 Millage: 23.2372 Land Size. Unit Land Land Land Front x Depth Price Units Meth 05 Taxes: 3,529.73 1) 100 x 210 900.00 100.00 F Special Tax CWIA .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2005 taxes will be : 5) 0 x 0 .00 .00 3,529.73 6) 0 x 0 .00 .00 Without any exemptions, 2005 taxes will be 3,529.73 Short Legal FAIR VIEW ADD BLK B. LO TS 6 AND 7 Description L http://pao.co.pinellas.fl.usihtbin/cgi-giPp=15+29+15+27090+002+0060&0=1 4/28/2006 • 0 Page 1 of 1 15 / 29 / 15 / 27090 / 002 / 0060 :01 28-Apr-2006 Jim Smith, CFA Pinellas County Property Appraiser 14:25:43 Residential Card 01 of 2 Prop Use; 220 Land Use; 08 Living Units; 2 Imp Type; Duplex/Triplex Prop Address; 115 N EUERGREEN AUE STru+c-tural ElemsnTs Foundation Continuous Wall Floor System Slab on Grade Exterior Wahl ConcBk Stucco/Reclad Roof Frame Gable-Hip Roof Cover Composite Shingle # Stories 1.0 Floor Finish Crpt/Unyl/SftWd/Terr Interior Finish Drywall/Plaster Quality Fair Year Built 1,954 Effective Age 35 Heating Unit/Spc/W1/F1 Furn Cooling None Fixtures 9 Other Depreciation 0 Functional Depreciation 0 Econonomic Depreciation 0 Sub Arsas Description Factor Area Description Factor Area 1) Base Area 1.00 1,946 7) .00 0 2} Open Porch .20 100 8) .00 0 3) Carport .25 i80 9) 00 .0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Residsn-ti..a1 Extra F?a?ur?s Description Dimensions Price Units Value RCD Year 1) CARPORT 22X31 9.00 682 6,140 2,460 1,954 2) PATIO/DECK 8X30 5.00 240 11200 480 1,954 3) PATIO/DECK 15X17 5.00 255 1,280 510 1,954 4) .00 0 0 0 0 5) .00 0 0 0 0 6) 00 0 0 0 0 TOTAL RECORD VALUE; 3,450 http://pao.co.pinellas.fl.us/htbin/cgi-gifl?p=15+29+15+27090+002+0060+01 &o=1 &t=1 4/28/2006 E • Page 1 of 1 15 / 29 / 15 / 27090 / 002 / 0080 28-Apr-2006 Jim Smith, CFA Pinellas County Property Appraiser 14:26:13 Ownership Information Residential Property Address, Use, and Sales LOPEZ, ROBERT OBK: 12795 OPG: 0882 LOPEZ, ROBERT A 102 S COMET AUE CLEARWATER FL 33765-3528 EVAC: E EUAC Comparable sales value as Prop Addr: 105 N EUER6REEN AUE of Jan 1, 2005, based on Census Tract: 264.00 l f 2003 - 2004 sa es rom : 169,400 Sale Date OR Book/Page Price (Qual/Unq) Vac/Imp Plat Information 6 /2,003 i2,795/ 882 153,000 (Q) I 1923: Book 005 Pgs 085- 8 /2,000 11,0011 223 88,000 (Q) I 0000: Book Pgs - 7 /1,999 10,601/ 431 92,000 (U) I 0000: Book Pgs - 9 /1,981 5,243/2,103 92,000 (Q) I 2005 Value EXEMPTIONS Just/Market: 149,800 Homestead: NO Ownership % .000 Gout Exem: NO Use %: .000 Assessed/Cap: 149,800 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 149,800 Agricultural: 0 2005 Tax Information District: Cu Seawall: Frontage: Clearwater View: 05 Millage: 23.2372 Land Size Unit Land Land Land Front x Depth Price Units Meth 05 Taxes: 3,480.93 1) 100 x 210 900.00 190.00 F Special Tax CWIA .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2005 taxes will be 5) 0 x 0 .00 .00 3,480.93 6) 0 x 0 .00 .00 Without any exemptions, 2005 taxes will be 3,480.93 Short Legal FAIR VIEW ADD BLK B, LOTS 8 AND 9 Description L http://pao.co.pinellas.fl.us/htbin/cgi-gif?p=15+29+15+27090+002+0080&o=1 4/28/2006 Page 1 of 1 15 / 29 / 18 / 27090 / 002 / 0080 :01 28-Apr-2006 Jim Smith, CFA Pinellas County Property Appraiser 14:26:13 Residential Card 01 of i Prop Use; 220 Land Use; 08 Living Units; 2 Imp Type; Duplex/Triplex Prop Address; 105 N EUEROREEN AUE Structural E1?m?n?s Foundation Continuous Wall Floor System Slab on Grade Exterior Wall ConcBk Stucco/Reclad Roof Frame Gable-Hip Roof Cover Composite Shingle # Stories 1.0 Floor Finish Crpt/Unyl/SftWd/Terr Interior Finish Drywall/Plaster Quality Average Year Built 1,954 Effective Age 30 Heating Central Duct Cooling Cooling (Central) Fixtures 6 Other Depreciation 0 Functional Depreciation 0 Econonomic Depreciation 0 Sub Arses Description Factor Area Description Factor Area 1) Base Area 1.00 1,935 7) .00 0 2) Open Porch .20 100 8) .00 0 3) Carport .25 _710 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Rssidsn-tial Extra F+E321tursEm- Description Dimensions Price Units "Value RCO Year 1) PATIO/DECK 15X10 5.00 150 750 300 1,954 2) .00 0 0 0 0 3) 00 0 0 0 0 4) 00 0 0 0 0 5) 00 0 0 0 0 6) . 00 0 0 0 0 TOTAL RECORD VALUE; 300 http://pao.co.pinellas.fl.uslhtbinlcgi-gifl?p=15+29+15+27090+002+0080+01 &o=1 &t=l .4/28/2006 w z w Q z w w E ED ? w? CD c4i I I I I I F.'01A'G1505-01 Four Sra mG-dd9-1 -M.dwg, OJ11L BLUE LINES SHOWS .? \\ A DISTANCE OF 149.9' F? FU o; F I I i A 1A ig ?I?n7 6 1. I o 114 I I ( I ?i e ?..y.. 1 "KEEN LINES SHOWS - I I A DISTANCE OF 149.6' - I . u 38 to \ / I 1' C 173 - I 5 00 3 P N89*05'24'W "' : 030 6 M. Mads » tro tr0 t i ON M rod t 1. a 0g Ir{ ?' i I 0*0 ra C i f r i E t [ i ! 1 ! S ?. I t S I 6 ? 11A ? I t `x oily i (I E ? E ? ? [ i t ! Zro f Wo ree E 0 ORIGINAL RECEIVED +`ijG 08 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Assessment Plan Scale 1" = 30' I if od wrl i.lo.TurZe? JAL-K DRIGIN4 `r r'FIVFC' t.? ??, `) 8 2006 PLANNING Jc CITY OF CLEARW,--kiL c ORIGINAL RECEIVED 0 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Nol led icdAeL• 6 MA!3 We-0 0 Td.?1.? ?r2DI lad , Wi??tJ/bvoR?(4rM, P-1 . 2?1 d H.t2. cc(?.?GO ? P 2 2dop 64, ro4` o Zo ,Pplc I'r( {-t.t2 LJWlo, °- Iw( pw. o! c", yOZ I'pH t o AOAOj6 *V&,, P-*I ORIGINAL RECEIVED AUG 0 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 ?i"Low AU- ?AVAAP.,, 'IrO ? &40tl E?CTf tiAQ y?iJcbO, I.I?aIY.t?.?/ rt (k?r , P I . a,Ad0 1?1.d --1of f?Le- - --- ;I-0H LLU ORIGINAL RECEIVED ".! IG 08 2006 PLANNING DEPARTMENT C17Y OF CLEARWATER 0 ?o 0 rx cU O e h W ? h h aL 0 QL C) OU c? z U- = z zi-- sv 0 • J [???.11 Z 7 W LLI OU c.s N co O c? Zm w w 2 Q r W Ia1J C') U zO z? 0 • 1§ ui ?U oLLJ I-- z? W W 2!R CA= N 0- Q 00 U ZO z g? a 0 • I. I zm w w 6 cn C= c?+ oQ Q J ( ? ? U 00? CD ?O g? U i c? I ? 2f_4 -*few ?2 I I r I I ?I N dW?l 1? I I ??X I o I \ I i W1 111K loll I 128x19a ?-!kq Z? W L" Q° WW Z ? ? U cb 6 0- O U cr LU Z O O z gU z? N !gd0 6g 9)10 Sir To fAt, 1,422 A,.f. W W ?? _ J ? d < W Q \J U o V, O? ZO z? g C, 0 • i I ? J Q Z LLI LLJ 0 ? h- z rr w w ® C N a Q CIO 0 CD (9 U -cm LL Z O Z aU Wjdj?A z? W W H Z > CO LJJ tal V 0 ?U O ? ?? 2 0 z? gU F-. C AM W W H I-- _G ??j O OU O? -) ZO c= ` z j-*: gu E 0 R Z6 1 ''01 t- W W F-- a h W 5 CV U- Q tJJ aV 00 O aU OLij cm zO z?: :5 U a_ • s? N Q ? Z OLU f- +z w o N Qa„ Q W lil 00 O eU cm ?o -cl gv 4 OQLlA a6 IfVT f12 . vo1 Pr, . !ed10 ?w ?i5 gyp. -ro?'d,U 1,422 qi.f. 2?_4 r zce W W r Q? cV ?? co ? J W FX V C) C? LL OLU Cr) --) 20 :z_ Z gv • do • aA Nd- 1-1 21- d 4 08/09/2006 03:03 7275770485 MIKE DUCKWORTH • utePro 2017 Point By-Po-mt Remits PROJECT, FOUR SEASONS GRANDE TOWNHOME"0706 GROUP': SYM AREA, Arm Gam: Qid PP"AMD, BY: M-D. V ALUMS ARE xC, SCALE: 1 R i= 30,0 11% HQRZ GRM (0), HORZ CALL, Z-- 0.0 Computed to &=rdwm with JES rwo ons Statistics GROUP MM MAX AVE AV?JM?1 MAX/bM (+) 0,30 4.48. 1.63 5.42 14,94 0-! 0,32 0.04 MA 7y/a PAGE 01 8/74"" ORIGINAL RECEIVED ANG Q 3 2006 PLANNING DEPApT&,lE1gz CITY OF CE?ARn??l,?,. Y a)as # # Mwo # # # # # x # a # # # # x # # # # # # # # 212.07 0.02 A?`- T-03 0.04 0.06 0.08 0.00 0.00 0.01 0.01 0.04 0.05 0.07 0-06 0.07 0,04 0.03 0,02 %00 0.00 0.00 202,07 0 + - - 192.07 $ 4 0 B l._ 76 Z..' 67 IriA • + + + + t + awr 182.01 0 5 1 1 x 0.63 3.62 2,24 1.48 .1 0.91 0.4 + + + + + + 172.07 0 0 4 3 1 2.28 2,74 161 2.44 l P ! 11 ! 1 162.07 0 I 2 0 --- 1.86 1-78 2.97 3.55 .6 3.58 111 x It- + + + t 152.07 0 7 x 0182 2.10 2.64 2.39 1.30 + . + + 142.07 0 1 2.77 3.47 1.69 0.6 4-- + t 11 132.07 0.11 0.75 131 2.10 •0 1.77 0. # + + + + + + + + + + + + + + 122,07 0.32 131 1-06 0 0-81 0.42 0.77 0,73 0.45 0.76 0.64 0,97 1.21 2.49 # + t + + + + + + + + + + + it- 112.07 1 - 1.50 311, 2.68 0.95 1.44 1.36 1-14 2.90 224 1.53 1.85 1.96 .7 # + + + + + a- + 1 x 102.07 0. 0,7 J12,j 1.52 2,13 1.7 X39 1 1.63 1.44 1.12 .4 0.84 0.4 - r + + t + + + + + 92.07 014 0,38 2 x2 -QS 3 0 2.00 0. 0.83 1.2E1 0.$0 .91 013 1 .4 ?r 11 _ )1111_ + * l0 l {{ "077 1 1 82.07 _ 0 13 1 x + 1 5. 1.88 1.74 ) 2 0,57 72.07 x x + t + + 4- 62.07 010 ^3 0.74 1. 6 1-91 1.69 0.85 0.4 + t t t t + $2.07 ` 01 i 0 f 3 5 ; 2.06 71 2.83 2,40 4.1 2.42 1. 4 42.07 YO 09 " 3 27 1. 1 7 3 27 3.06 4 4.13 11 32.07 1 107 1 1 p 1.15 2. 1 1.55 A-52 1.27 x na K ? 5.... ;,ate; ? , cry t• + + + + 72,07 1.17 2.18 1.86 .45 0.84 0,36 12.07 0 x -- x --7-"?--1 \ !! # # # # # # # # # # # # # # # # # N-- 2.07 1)7M 41 PT 1 3.25 23.25 4.1,25 63.25 83.25 103.25 121,73 143,25 163,25 183.25 3.25 13.2$ 33.25 53.25 7325 93.25 113.25 133.25 153.25 173.25 193,25 213.25 X-AXIS VANTAGE CLASSI GHTING 09 V PAIN TERNS 8930 An impressive penoof design top f a eight sided cage. Th Verdree finish sets off the detailing on the roof and the stately finial. This luminaire scales 15" wide by 38" high. Shown with clear seeded acrylic lens and glass refractor, Type III or V available. The design is also offered in two smal- ler sizes. 893OBB measures 15" x 40 3/4" and has ballast compartment. CLASSIC is protected by copyright. High Pressure Sodium' 35, 50, 70, 100, 150 or 250,' Metal Halide' 50, 70, 100, 15 175 250w' QL Induction' 8830 Features our unique eight sided cage with a handsome roof design, vintage filigree brackets and old world post. Shown in Black with clear seeded acrylic lens. Overall . height is 10" x 24". Can be supplied with two to five lanterns and up to 100w mercury vapor, 50 or 70w high pressure sodium or 50 or 70w metal halide (maximum) per lantern. See page 189 for smaller scale lanterns. High Pressure Sodium 35, 50, 70 or 100w Metal Halide 50, 70 or 100w QL Induction NA Compact Fluorescent 18. 26. 32 or 42w PARKWAY 8603 Distinctive Mansard design shown in architectural medium bronze with clear seeded lens. It scales 15" x 32" and features our unique eight-sided cage and sixteen-plane roof. Contact factory for other styles of smaller scale Mansard fixtures on wall brackets, pier mounts and hanging units. See page 185 for smaller scale lanterns. High Pressure Sodium 35, 50, 70, 100, 150 or 250w' Metal Halide 50, 70, 100, 150, 175 or 250w' QL Induction 55 or 85w' Compact Fluorescent 18, 26, 32 or 42w' i • W ? ?? N Q3 , ?U p ?W O? ZL Z .. Z? as. U O LIBERTY 5500 BASE SIZE 12" W x 30" H Aluminum STANDARD BOLT CIRCLE 8 5i16" Diamond - 3i4" Diameter Bolt SHAFT OPTIONS T5 - 18' Maximum FP5 18' Maximum P5 - 18' Maximum TFP5 - 10', 11'OAAL RECEIVED AUG 08 2006 I I I f . I 550-T5 5500-FPS 5500-TFP5 8-5116' DIA. BOLT CENTER LINE 6 T 30" 12`041.& i? l? 33" pFP5 tl? T 6500.TFP5 A. BOLT CENTER LINE PLANNING DEPARTMENT CITY OF CLEARWATER TANTON 6500 BASE SIZE 15" W x 33" H Cast Aluminum STANDARD BOLT CIRCLE 7"Diamond - 3/4" Diameter Bolt SHAFT OPTIONS T5 - 16' Maximum FP5 - 16' Maximum P5- 16' Maximum TFP5 - 10'3", 11'3", 13'3", 15'3" • OPTICAL PERFORMANCE NIGHTSKY' OPTICAL SYSTEMS STAR-SHIELD & OPTI-SHIELD State -of-the -Art Optical Systems NIGHTSKY STAR-SHIELD- Roof Optics Horizontal & Vertical Type II; III, IV and V NIGHTSKY OPTI-SHIELD" Louver Optics Type III and V Providing the most efficient decorative lighting illumination systems in the universe. Full cut-off optical systems are designed to prevent the emission of light above the luminaire's horizon line and effectively redistribute light where needed on the ground. The optical system also controls the luminaire's main beam candle-power to a maximum angle of 72 degrees. The optical system's angular lighting distri- bution is optimized to reduce or eliminate discom- fort glare. Discomfort glare occurs when a significant amount of light enters an observer's eye at angles .0 above 72 degrees from nadir. F-11 2", T 5? 3 MH 2 MH The diagram above illustrates how Sternberg NIGHTSKY Luminaires provide sharp cut-off by shielding the source of glare above 72° from vertical. The maximum main beam can- dlepower zone is from 64° to 72° with the main beam candle-power at 670 Concealing the lamp in Sternberg's NIGHTSKY Optical Systems also provides exceptional cut-off and complies with most Dark Sky ordinances. International DARK SKY Association Member (IDA) PRESERVATION OF THE NIGHT SKY c iGINAL NED WENT TER 1 MH 0 5 ff 640 670 720 F x C7 w x z H Z D 0 2 A view from space showing the "Sky Glow" (light pollution) across the United States. ERn'BEILG CLASS108800 8700 88 • Cat. No. W H Ext* Top to Max.- Max. Max. Outlet INC HID CF 8830 10" 24" 15OW 100Wt 42Wt 8815 10" 321/2" 11" 20" 150W 100Wtt - 8814 10" 23112" 11" 20" 150W 100Wtt - 8879 10" 29" 13" 21112 15OW 100Wtt 42Wtt 8827 10" 73"w/36" chain 15OW 100Wtt 42Wtt 8830 8815 8814 $835 10" 24" 10OW 100Wrt 42Wtt 8730 8114" 18" 10OW 50Wt 26Wt 87 5 8114" 27" 10" 131/2" 100 50Wtt - 8716 8114" 181/2" 10" 13112 100W 50Wtt - 8714 8114" 21112" 10" 13112 50Wtt - _ 8727 8114" 45"w/24"chain 10OW 50Wtt 26Wtt ® 8735 8114" 181/2" 10" 131/2" 100W 50Wtt = 88 6112" 161/2" 7314" 10 60W - 88LF 61/2" 20" 7314" 10" 60W - - `Add 2' to 4' depending on Ballast Box requirement 3 Light Cluster is 25 watt max lamp per socket. 88 Series not available with 3 Light Cluster. .8879 8827. 8835 t Remote Ballast required if HID or CF. tt Ballast Box required. 88 8 8700 Series not available with Frosted Chimney or Refractor. The CLASSIC 8800/8700/88 T series features a beautifully e g B a sculptured roof and a classic a 8 sided body. The 8800 series e has 8 lens panels for added sparkle. Shown is 8715/3L INC/ BG/BP/BK. 8730 8715 8716 8714 8727 8735 88 88LF POLES I? O 390TTFF Sternberg Residential scale Poles feature all-aluminum con- struction for corrosion resist- ?$ance and durability. An assort- I,I I ment of models are available, ?l p many with decorative cast alu- 228FP 4SQX 230TFP 230TFP-LR minum base designs. Choose from anchor bolt mount or direct burial mount. Shown is 6930/ 228FP•DB 125P•DB 4SQR-DB 230TFP/3L INC/BP/ VG. Cat. No. Shaft 390TTFP Tapered Fluted 245P Smooth 245P-DB Smooth 350P Smooth 350FP Fluted 121P-DB Smooth 228FP Fluted 228FP-DB Fluted 125P-DB Fluted 4SQX Square 4SQX-DB Square 230TFP Tapered Fluted 230TFP-LR Tapered Fluted w/ Ladder Rest Above Tenon Base Base Type of Grade Dia. Height Dia. Mounting 7' 3" 41" 111/2" AB 6'6" 3" 25" 7112" AB 6'6" 3" 25" 7112" DB 6'6" 3" 2112" 8114" AB 6'6" 3" 2112" 8114" AB 6'6" 3" - - DB 6'6" 3" 26112" 7112" AB 6'6" 3" 26112" 7112" DB 6'6" 3" - - DB 6'6" 4" 2" 10" AB 6'6" 4" 2" 10" DB 5'9" 3" 26112" 7112" AB 57 3" 26112" 7112" AB AB = Anchor Bolt Mount DB = Direct Burial Mount. Photocells and/or convenience outlets can be supplied. All heights are above grade (ground level); for overall post length add 18" for burial. The straight shaft models are avail- able in custom heights. Consult the factory for your specific requirements. ORIGINAL RECEIVED l I 08 2006 PLANNINIIDEPARTMENT CITY OF C LEARWATER • rot- KAI" OA0601i io-4 .4r. lite.* AW 01400L]lalf: 'f VICE; i 1 • 831dMmlo 30 ALTO 1N3VMIdVd3t] JNINNMd 900Z s 0 AVW C? GM333d WNI9RIO ?a??r?Jo4u?,ga?ti+J 11 ?2 m::406Gt_?i,K?o, r O o 1N3W1?Ibd3C] ON1N '3"V 'I d8 90th p RVW a? Z . ~ =.,.rnurf~rsiso,o~~ra-:rrav: iyip, ~ , +3 d V' 1S Q ~Q ,ANGE 1 5 EA T V 1+, D PLAN INDEX 1. COVER SHEET 2. EXISTING CONDITIONS/ DEMOLITION PLAN 3. SITE PLAN /EASEMENT PLAN 4. PAVING, GRADING & DRAINAGE PLAN m y z ~ ~ f ~a, r ~ ' " ~ rncncison'st U~alnul si ` _ rj 5. UTIL/ T Y PLAN < ElmwuoJ$I a re are or.• Ijjnd~e Et EI l r S- - l~tanld ~t . PRO~~C~f ~zs> + ~ , Lei St Uiapia bl 'C 6. DETAILS p S 1 P,,Z, LOCATION n - r - ,lezksc~o RJ 4'. v !=1 Furr;t Rd d 2• iyn ~t _ a v ,L • 7. DETAILS y v he= ~I a 'in ~ t u ~ ~ ~ ':.0. Gra,L7F.-, v m ,'t,Sl _ ~ _ u r' "Clearwater Grove: St ~ aura ~I k: m a; Gm~a.51 Gdve Sl - ~ 351 ~ ~ ~ Laura 9 n, ~ s- x ~ 3 f~:v I nd t.. ~ p, .cu c Uaveland SI a14 °f m Farl; Shan S/ TE DATA ars . ' " ~ ~ Piave St y~ Hi, rd S^t: yore St q - ~ °pti Pieic9 9t r ~ - 5 Fran6lin I padrnoaYfi ~q ; ' 6 $ ran6lue . P,aoLlin rt - PARCEL ID 15-29-15-27090-002-0060 & 15-29-15-27090-002-0080 N a ~ I Go bJ S! ~ .,fie L;.pn St ~ "~'0 ZONING: MDR and St ~ ~ r_ L9 f N ~ ~ ~A(a Roc'a ;;t -San dean rL f3mwnelt S1 ias GROSS SITE AREA: 41,967 SF (0.963 ACRES) W ba ~uJ ~t a ~ Caur1 51- m Court E! Corot Sf as, ea' ~m Gulf Sa.Da ~ ~b,r ~ 1. MAX. ALLOWABLE BUILDING HEIGHT: 30' u v PROP. BUILDING HEIGHT: LESS THAN 30' Tui~errt, ~ ~ S m Y 0.~ '~.D irner 51 ~ ~ ~ O d tT ~ c EXISTING DWELLING .UNITS: 4, PROPOSED DWELLING UNITS: 14 b, ;pine St t' ~ G. ~ d ~ -na SI cn A a _ - - - MAX ALLOWABLE F.A.R.= 0.50 X1.11 S- ~ V b f'1 - h'.- ~ ~ ulc Rd E . ay ~ ~ , {A ~ 03 • PROPOSED. F.A.R.= 0.47 (141,422/41,967) MAX ALLOWABLE LS,.R.= 0.75 PROPOSED LS.R.=0.62 i EACH TOWNHOME WILL HAVE 1,422 SF (607 SF -1ST FLOOR, 815 SF -2ND FLOOR) PROPOSED GROSS FLOOR AREA: 19,908 SF Pre are B d p Y REQUIRED BUILDING SETBACKS: FRONT - 25 Fl'. e _ ,r SIDES - 5 FT. EXISTING CONDITIONS: REAR - 10 FT. ~ TOTAL IMPERVIOUS AREA - 10,925 SF (26.0%) BUILDING AREA 4,61.8 SF (11.00 LOTS 6, 7, 8, AND 9, BLOCK B, FAIRVIEW ADDITION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 85, OF THE PUBLIC RECORDS VEHICULAR USE AREA 3,672 SF (8,7~) t ~ OF PINELLAS COUNTY, FLORIDA. TOTAL OPEN SPACE - 31,042 SF (74.00 CONTAINING 41,967 SQ. FT. OR 0.96 ACRES MORE OR LESS; an on oree s soda es nc. InC POND AREA - 0 SF (0.0%) ~ ~ ~°~°=1 PROPOSED CONDITIONS: ~ TOTAL IMPERVIOUS AREA - 26,051 SF (62.10 w BUILDING AREA 12,136 SF (28.9%) VEHICULAR USE AREA 11,679 SF (27.80 ~ ~ ~ p 31622 U.S.19 NORTH PALM HARB OR, FLORIDA 34684 TOTAL OPEN SPACE - 12,039 SF {28.70 ~ ®L~7 Phone 727 789-5010 FAX 727 787-4 ( ) ( ) 394 POND AREA - 3,877 SF (9.2~) ~ U ~ ~ ~ ~ WEB; WWW.LMAENGR.COM PARKING REQUIREMENTS: EB #4096 2 SPACES PER TOWNHOME (NOTE: EACH TOWNHOME HAS 1 SPACE IN THE GARAGE AND ONE SPACE IN THE DRIVEWAY) UTILITIES: WATER -CITY OF CLEARWATER SEWER -CITY OF CLEARWATER ELECTRICAL -PROGRESS ENERGY TELEPHONE - VERIZON FLOOD ZONE: THIS PROPERTY LIES WITHIN FLOOD ZONE "X" AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAPS: 125103C-0109-H REVISED MAY 17, 2005 PERMIT TYPE NUMBER APPROVED RE V I ~I ®N~ CITY OF CLEARWATER SWFWMD 46031008.000 REVISION DATE COMMENTS FDEP SEWER 8-7-06 REVISED PER CLEARWATER COMMENTS HRS WATER 9-22-06 REVISED PER CLEARWATER COMMENTS ORIGINAL G~~ 2 5 200 PLANNING DEPARTMENT NOTE TO CONTRACTOR: TREE BARRICADES & EROSION CONTROL EASU M RES A ER REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR PERMIT REVOCATION AS PROVIDED BY THE CITY OF CLEARWATER LAND DEVELOPMENT CODE. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET FORTH IN THE CITY OF CLEARWATER LAND DEVELOPMENT ZO ING T N ,AND/OR IITTI ~.~TV 1./ADAITAIf_' All"1TC RELATED ORDINANCES AND SPECIFICATIONS AS APPLICABLE. I v i i~ i i wniN ivi1vU ivu i - ~ w vr+ly ABOVE-GROUND ?R UNDER-GROUND UTILITIES MAY BE IN THE AREA OF 117 y A OF OO ALLORI HRsa sER~°o6 NOTICE. TO CONTRACT ?R/?WNER THIS PROJECT -PROCEED WITH `CAUTION -CALL 'SUNSHINE STATE TE Erik Madsen, ~andon, moraa a Associates, inc. CONSTRUCTION IS NOT AUTHORIZED UNTIL PLANS HAVE BEEN ISSUED BY ONE CALL' (1-800-432-4770) AND THE UTILITY ?WNER(S) BEFORE F'L' ~ 1is AG 58~1 APRIL 26, 2005 5T,~ 1 ` . M,o„a ro,~„ this eoc,,,.,enr In ~ym~„~.iNWe the s..P. ~a consent ~reu Hto th oave ~orrec r~inossooe ow INC. LANDON, MOREE & ASSOCIATES, INC. STAMPED 'ISSUED FOR CONSTRUCTION' BEGINNING WORK PROVIDE-OWNER WITH CODE NUMBER OF PROJECT, 0 T 13 200&,,' r -DO NOT COPY OR REPRODUCE- JOB#545:Q1 a~~,y~~t FADWW45-01 Four Seasons Gmndc\Cover.dwg, 9126/2006 2:30:36 PM, Madsen GRAPHIC .SCALE 20 0 10 20 40 80 (IN FEET ) 1 inch = 20 ft. :v 3 Q r ~n z w 0 0 0 0 U 0_ F Q 3 o: Q U W SANITARY SEWER NOTE: a 3 ii. gip, W~ THE CONTRACTOR SHALL REMOVE THE EXISTING ON-SITE W .Uy, 1H .,R ';,~p1~; '~r Hwy SANITARY SEWER LATERALS AND CAP THEM AT THE R/W LINE. W 0 THE EXISTING FENCE SHALL N BE REMOVED. N I 10,T '°~.y LOT 5 ~ r~:-PLAT BNOY, 6 0 FCN 4'x4' yh FlR 5/B' u;: x~`R a1sN, rn - - 1 $89'15'25" ~ s w>• ~ s' wF a31'w. r~ _ _ _ _ _ _ o,os'N. 209.9 210 R 12'? 10'o a.o4'N. » ~~,~~'~s,, - - . FlR lz ~W~-(n-OZ(n x ~'~901 qc3 6' ClF 6 WF ~ ~ N p O ,II ~ ~ DEMOLITION LEGEND ~ N ~ ~ it":, ~ r,~, ~ ~XIaTItV~ N I o ~ ~ z ^Y ONE STORY'. -CONTRACTOR TO DEMOLISH AND REMOVE ALL INFRASTRUCTURE o ~ ~ ~ C.B S.' m ~ I WITHIN THE SHADED AREA. THE EXISTING ASPHALT IS TO BE N o ~ o REMOVED. IN AREAS WHERE LANDSCAPE ISLANDS WILL BE PLACED, ~ v r'>~ ~ r 3 I / THE CONTRACTOR SHALL ENSURE THAT THE EXISTING BASE AND I ~ LOT 1 SUBBASE IS REMOVED AND THESE AREAS ARE BACKFILLED WITH ~ ~ V ~ CLEAN COMPACTED FILL. THE CONTRACTOR SHALL COORDINATE WITH W ~ > z ~ .l I / PROPOSED TREE BARR E, , DREW CREST SUBDIVISION w THE GEOTECHNICAL ENGINEER FOR SPECIFICATIONS FOR THE -o Q Q2° EXIS I ' SEE LANDSCAPE P F p10• ; II T;NG ONE STORY I REMOVAL OF MATERIAL AND BACKFILLING UNDER THE TOWNHOMES c ~ ~ ~ RooT PRUNING REQUIR TS, C.B.S. DUPLEX/ r0 P•B. 37 PG. 56 .FOUNDATION. 3 ~ ~t~ u, r I ~ I ~ I / ,R yo ps• _ ~ 0 U 3 CONTRACTOR TO DEMOLISH AND REMOVE ALL INFRASTRUCTURE / ~ ~ ~ I. ~ N WITHIN THIS AREA. BUILDING DEMOLITION TO BE IN ACCORDANCE WITH PINELLAS COUNTY AND THE CITY OF CLEARWATER II ,y,l , s.o REQUIREMENTS. _ _ II _ - - - - 1~0 fi.o y O 10'p L - - - •:t v Z O L_ - 22 O ~ N 30 0 M DEMOLITION NOTE: ~ THE EXISTING WATER METERS SHALL O PRIOR TO ANY DEMOLITION, CONTRACTOR MUST NOTIFY THE PINELLAS Q E REMOVED. COORDINATE WITH 12'p s'0 ~ z~~.. ~ THE CITY OF CLEARWATER. L ~ ' F CONTRACTOR TO COORDINATE WITH N COUNTY ENVIRONMENTAL MANAGEMENT DEPARTMENT IN WRITING AT LEAST 10 WORKING DAYS PRIOR TO DEMOLITION. THE CONTRACTOR CAN Z ~ o r• PROGRESS ENERGY ON REMOVAL OF EX. 24' DOWNLOAD THE NOTIFICATION FORM AND OBTAIN ADDITIONAL W ~ POWER POLES AND LINES. o LOT 7 ~ W ~ ~ ~a7o' wu~ INFORMATION FROM THE FOLLOWING WEB SITE: r 1 www.pinellascounty.org/Environment/pagesHTML/asbestos/as500.html ~ J ~ ~ ~ I BLK. B SANITARY SEWER MANHOLE OR CAN CONTACT THE DEPARTMENT AT. ENVIRONMENTAL MANAGEMENT, c.~ - I ~ ~ NO OCCUPA110N TAKEN EXCEPT AS SHOWN N, PoM dEV, 2x14 AIR QUALITY DIVISION 300 SOUTH GARDEN AVENUE CLEARWATER, FL W I N. B~V. d=1264 B' 4TP S INV. FL= 2264 8' VCP 33756 (727) 464-4422 A COPY OF THE ASBESTOS SURVEY IS TO BE MAILED ALONG WITH THE NOTIFICATION FORM. ALSO, AN ASBESTOS ~ I' i 2Y~ NE WV. E1.= 23,04 6' Vl7 -LLI c' I s' ~ SE INV. d= 2104 6' VW k SANITARY SEWER MANHOLE ~ a„ SURVEY IS REQUIRED TO REMAIN ON THE JOB SITE DURING THE ENTIRE W r7,.., , ~ N. PoM E1fV: 19,43 _ ~;3 ~ 1.22' J 15.71(6' vcP} 210'R DURATION OF THE DEMOLITION. ~ Q W A W INV. EL=15.48 6' VCP) b: . 24 RCP DISCHARG N. mu. a=14.91 a; ~ \ ES TO S MV. F1.=14,93 8 VCP ~ `v; ~ LOT CREEK CURB ~ \ z D INLET .DREW CREST SUBDIVISION (I~ Q M GRATE CONTRACTOR TO COORDINATE WITH .TREE NOTE• INLET •ti9 t5'~ -PROGRESS ENERGY ON REMOVAL OF EX. STORM sEWER MANHOLE ALL TREES ON SITE SHALL BE REMOVED• P.B• 37 PG. 56 N ~ F1~v= t&72 POWER POLES AND LINES. ~ ~ ~o 09i0ATEL=,asS THE ONLY EXCEPTION TO THIS IS THE w. 9w.a=14s4(24•NCP) to'p 20" OAK ALONG THE WEST PROPERTY LINE. ~ w o LOT 8 ~ R THIS TREES SHALL REMAIN AND BE PROTECTED y,.~, f!~ `CONSTRUCTION NOTES: ~ ~ N n•p- WITH TREE BARRICADES. " , THE EXISTING WATER METERS SHAL ~ ~ d' ~ E REMOVED. COORDINATE WITH ~ O H- L THE CONTRACTOR SHALL SAW CUT THE EXISTING EDGE OF ~ THE CITY OF CLEARWATER• O PAVEMENT PRIOR TO REMOVAL OF ANY CURB OR PAVEMENT. ~ ~ pIW- 2. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ~ O u- Q o ~ "3, <9.. r T-,: o Z ~ THE EXISTING CONCRETE THATtiENCROACHES O REMOVING ANY ABOVE OR BELOW GROUND UTILITIES. ~ O ~ _ ~ GRATE IN URB CURB INLET ~ 15'p 3y ~ 13p 0 E PROPERTY SHALL BE REMOVED, N TOP EIEV: &45 TOP F1EY: .26 <y ° / / NTH 6, ' 3. ALL WORK WITHIN THE FDOT R/W SHALL BE IN ACCORDANCE I~ w. INU a s,72 rys' INLEf s Pov, =lass (12' e~) ~ ~ 10R SAW CUT THE CONCRETE ALONG THE o14'w WITH THE FDOT NOTES SHOWN ON THE PAVING, GRADING, AND ~ Q ~ J DRAINAGE PLAN SHEET AND THE PERMIT ISSUED BY THE FDOT. ~ W ~ U , ; ~ ~ ~ ~ • PR PERTY LINE PRIOR T R M V ` „,u ~ v • GRATE' ® E,~IS~ING ONE STORY 4. THE EXISTING DRIVEWAY SERVING WALGREEN'S SHALL NOT BE rrnn T- *~~J n,'} INLET "•>y ~'a~°„ I / GB.S. DUPLEX REMOVED UNTIL THE NEW DRIVEWAY HAS BEEN CONSTRUCTED AND VJ ~ y„ CONTRACTOR TO COORDINATE WITH CONi, ~-k: APPROVED BY THE FDOT. PO R CRESS ENERGY ON REMOVAL OF EX. ~ / 4.07w ~ ~ WAI1. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE MAINTENANCE OF TRAFFIC DURING CONSTRUCTION. POWER POLES AND LINES. la2a'E 6. THE CONTRACTOR SHALL INSTALL A SILT FENCE AROUND THE k9 _ ENTIRE DEMOLITION AREA EXCLUDING THE FDOT R/W. SEE THE ® O j, • l.ao'E NOTES ON THE DETAIL SHEET. o ,.53'E LOT 3 7. THE CONTRACTOR SHALL COORDINATE WITH PEOPLES GAS PRIOR ~ LL TO DEMOLITION ACTIVITIES TO ENSURE EXISTING GAS SERVICES - a3'~REW CREST SUBDIVISIO N SERVING THE EXISTING BUILDINGS ARE PROPERLY REMOVED. 8. THE CONTRACTOR SHALL COORDINATE WITH PEOPLES GAS TO "fir . ~ I 22.0 P.B, 37 PG• 56 . ~ ~ I 4' IXF 1 n <,~< ~ 123'E ENSURE THE EXISTING GAS LINE RUNNING THROUGH THE PROPERTY IS NOT DISTURBED. PHONE: 826-3235 9. EXISTING SEWER LINES RUN THROUGH THE PROPERTY. THE I, ~ CONTRACTOR SHALL ENSURE THAT THESE EXISTING LINES REMAIN ~ N89 05 24 W . 209.64' FcM 4 ><a UNDISTURBED. THE CONTRACTOR SHALL REMOVE THE EXISTING SANITARY SEWER LATERALS SERVING THE EXISTING RESTAURANTS. • _ ~ , x M, 210 R THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF LARGO TO F.,s; I ENSURE THESE LINES ARE REMOVED IN ACCORDANCE WITH THEIR o e / LOT 10 ~s;, REQUIREMENTS. ~ 10. AN EXISTING 6" WATER LINE RUNS ALONG THE WEST SIDE OF W o ~ • ,.r -gig II THE PROPERTY. THE CONTRACTOR SHALL ENSURE THAT THIS a ~ II ~ II EXISTING LINE REMAINS UNDISTURBED. THE CONTRACTOR SHALL ~ W =~:w w,. COORDINATE DEMOLITION ACTIVITIES AND THE REMOVAL OF EXCESS o W ~ZN •~M METERS WITH PINELLAS COUNTY UTILITIES, w-pC opt 11. AN EXISTING TRANSFORMER AND ELECTRIC POLES/LINES WILL ~ Z O ``r: NEED REMOVED. THE CONTRACTOR SHALL COORDINATE WITH W W PROGRESS ENERGY. PHONE: 588-7441. ~ `ocnv -TREES 12. EXISTING WATER, SEWER, ELECTRIC, GAS, AND OTHER UTILITIES ~ ~ =,r, SERVING THE EXISTING BUILDINGS SHALL BE REMOVED. THE ~ZN oa LEGEND ~'O -OAK CONTRACTOR SHALL COORDINATE REMOVAL WITH THE UTILITY ~ ~ ~ a~ 0 -SANITARY MANHOLE -PINE COMPANIES TO ENSURE THESE UTILITIES ARE PROPERLY REMOVED. 0 -STORM MANHOLE oop -PALM 13. THE PLAN SHOWN IS THE PLAN THE WAS PREVIOUSLY ~ ZO ~ ~ b APPROVED BY THE CITY OF LARGO. THE CONTRACTOR SHALL VISIT W pC W ~ - VERIZON PEDESTAL -ORCHID THE SITE PRIOR TO BIDDING TO ENSURE HE IS FAMILIAR WITH THE ~ ~ Z °zm ®-WATER METER -AUSTRALIAN PINE ACTUAL EXISTING SITE CONDITIONS. Z Q °'°r° • -POWER POLE -MAGNOLIA - OVERHEAD WIRES oa'o - MURTLE oo•o -UNKNOWN ~a ORIGINAL ~ N RECEIVEQ v ~ ii ~ a 200 , ~ ` , P~NNINGDEPARIlv1ENT ~ c , N CIN OF CLEARU/,gXE~ ~r~~l ~ ~,,a!~ t,o~ , ~ ~ 1`r'. d'a'p W +c°.o ' ~1.. Y' ~i W-~ ~ y: ~ ~.1•C~•r~, " COPYRIGHT 2006 TALL RIGHTS RESERVED Landon, Moree & Associates, Inc, Anyone copying this document In any manner without the CITY OF CLEARWATER, FLORIDA expressed consent of LANDON, MOREE & ASSOCIATES, INC shat! be prosecuted to the full extent of the law. EXIS TING COA 'OND/T/ONS/DEMOL/T/ON PLAN E 2 -DO NOT COPY OR REPRODUCE-SECTION 15 E OF7 P9UWG1545-01 Four Seasons Grande\Ex_Cond.dwg, 912612006 2;31;56 PM, Mad- - IC SCALE GRAPH 20 0 10 20 40 80 ' ( IN FEET ) 1 inch = 20 ft. w w 00 as 33 QQ J J U U 25'R W W I I as °w°w 55 3'x3' CONCRETE PAD FOR SOT 5 RECYCLING AREA WITH it ~ AIR HANDLER (TYP.) 'HIGH BLOCK WALL PLAT BNDY. 10.7 6•~ fCN 4'x4' LOT 5 00 - FIR 5/8" MATCHING DUMPSTER o13'~. cv - ssol S89'15'25" ~ a,3rw _ _ 209.98 M; 210 R 1z• ? 10.0 ~ N 36,3' f ~ ~ _ _ - - , ~ 1 ~ ~ 6901 .1- - - 1- - 4.7 J. ,.......w.~~~,. TRACT ~~p~~-- - U< - - 112' - - - - . , ~ x . VATE DRNG. do UtIL EASEI,IENT) o p. MP < ~ 10 T fnclosOrA? £~.u s , , I s _ , , . i i , ~ k E t m 16.3 21 3 ~1~~~ y r N i i € ; ~ LOT 3 ` € ..~.~..r.~~~.., k. I` I N ~ LOT 3 g~ ~ _ •~II ~ i € 1a.o l~1~ . I I ~ z ..~.~M L 4 0 ~ y ; LOT 4 4 ~ ~ <<~ PRQyDE A .CLQSI G ~ 3x3 CONCRETE PAD FOR I ~ y~~ W ; <s. ~ . o ~I ~ 18i~ D VI , < , , " AIR CONDITIONER TYP. ~ E °'T E GE FOR .TES , V~i~. uTlunr EA~MENT oT ~ TR~~CT "g~, € _ ~ r I o x • ~1, , r , . U o 0 ~ LO 1 i . (P „ DRNG z. ~ o o ~ _ .RIVA do ~ U11L I'17' ~ ,.,~.~~~M~... ~ ~ DREW CREST SUBDIVISION ~ { ..333 I £ ~ € ~ ~ ~ I ! I = y 7.5' PRIVATE z I ~ ~ ~ ~ Z I ~ ~~~v , 4:z: z ~ W ~~ry, , 640' ~ P.B. 37 PG. 56 W s , ? . s _ ..u.~.. U11UTY EASEMENT"~I W ~ > w _ _ u.l..~.~.w LOT 5 ~ ~ ~ 21.3 > Q =1~ '----,as.T ~ LOT 5 I~ . ~ ~ , LOT 2 Q ~ r ~ ~ I ~ ~ £ 5.0 PRIVATE ~ _ ~ Y ~ . ,I ' U1ILITY MENT 3 ~ I W s~~N~ ~ N W s~ t ~~s •0 PROPOSED PROGRESS 40' - R. W 2 ~ € ~ ~ - ENERGY LIGHT POLE M 1 `d ' ~~1 < I 5 E~~. PROPOSED PROGRESS ~ tY ~ ?a ~ a ' F°' ENERGY LIGHT POLE Iii ~ a ~ ~ ` ~ ~ ~ LOT 1 ~ ~ x . ? I a 1.9 '1`8.5.. _ : I M ~ f w ~ 3.:~.. LOT 1 : . ~ _ ~ a. y _ LOT 6 > ~ '>v ~ ff~£;~ ,4, LOT 6 o W Q ~1 EYF tttF 1 <,L I O > £ W W ~ ~ N N ~ y~1~1 yn ~~E F~d~>A~, SS~E~€I~:~. .~;f 1. ~ 3 t~<~:~~Ilrtri ~19;~ 2.67 ~ _ ~ ••;y~ ~ ;~ti , _ ~ ' I t ...:,u _ i a I ; .,.w , o - ~ I'~~~ ~ ~ ...~~u~ • SU>~01V1S10N 4.0--- I~,~~ y ° ~~o,~o'wau ~ ~ PROPOSED PROGRESS Z Z SIGN w: „~I W ~ f ~ ENERGY LIGHT POLE 51GHT VI5IBILITY TRIANGLE ~ • ~ LOT 7 PROPOSED. PROGRESS ,,1,.<'< » » I ..............a,.,.,.,.,.,.. .px.,...., n ANY STRUCTURES OR PLANTINGS IN THIS ~••~>.i i „ ~ ENERGY LIGHT POLE 24.D Q , , TRACT A LoT 7 I o J TRIANGLE MUST BE LESS THAN 30 IN :>z CROSS .:WALK SHALL BE ' ~ • ~ ~ s' HEIGHT OR HAVE 8 OF CLEAR TRUNK HEELSTOP (TYP.) _ 1•~~• I , ~ - CONSTRUCTED -0F ~ ' t .I I (PRIVATE INGRESS, EGRESS, € I ' I : ~ INTERLQCKING PAVERS, ` . DRNG. ~ U11L \ '....Ls ~ J ~ ; I- ->r BRICK OR OTHER SIMILARLY " . ~M~m""~"' µ s` . I R1-1 STOP SIGN WITH -~a. <<:., ~...I . Q W , • ~ ~ „ ~ z ~ TEXTURED MATERIALS. ~ , ~ i - . F ~ 24 WHITE STOP BAR ~ Rd • _ _ ,W , } ~ f ~.s.~~ y ; ~ ~ LoT $ DoT ~ Y^^', : E i l,i~ m • ~3 ~ ~ I LOT 8 ~ ~ z F t I = _ I ~ Zwa oo DREW CREST SUBDIVISION DRIVEWAY APRON SHALL BE CONSTRUCTED ~ 9.0 ~ : ~ ~ E OF INTERLOCKING PAVERS, BRICK 0 ~ ~y~y Ct~ 7.0 P.B. 37 G. 56 I # ; 3 s` ~ f, .~s ~ Q M P OTHER SIMILARLY TEXTURED MATERIALS. ~ ~ ~x Y ~Kxw . ri€~ ~ ' I ~ W o a I E 1` 39.5 , ~ > < r , ` ~I k ov..:. .x~c.,.ge:<. ~ ,I ~a, - o ~ ~ 3 ` L T 9 ~ 4.0 p~ . _ l ~ ° , LOT 9 ~ ~ Q ~ o ' fix, LOT 14 5.o PRIVATE f 0 ~ r/~ Q r ~ 7M U11uTY EASEMIENT~~.. ~ I ~ I ~~N/' ~ ~ - ~ o _ I~i,~, 3x3 PAD SHALL BE , ~ T~€, r , a a , „emu ° LEVATED ABOVE ~ ~ , ° O _ ;~~E POND T.0.6. _ STOOP (TYP. W € • P ? , ..vx,..i E 3 _ P~tIVATEDRAI~AGE ~ ' r I E ` ~ ^ ~ , ~ U11LI1 , s' wF € I ~ `I U1ILITY: EASEMENT ~ = s ~ ~ 0 ~ Q ~.I I I F l o _ < • , x ~ I LOT ,.1~ =1 ~ ~ ~ ~ LOT 10 t u~~ _ W Q ~w 14.4 ;,15.7 ~y 1 C~-1 EE,~ LOT 13 64.0 ~ ! , ~ 1! ~~1 ~ ~ ~ ~ ~ O J Z ~ ~ ~~,1'. 1o.D I ` TR PROP. PROGRESS TRACT C=~~ ~ LOT 13 .L.... I ~ ~ ~ w ~ - 39,8 ~ I I I I~ wau p ENERGY LIGHT POLE ~ ' 59.1 ~ lo,as'E ` (PRIMATE DRNG i v J ~p I ...L. _ • 5.0 R ~~y= ~ 1 3 ~f ~ ~ . LOT 11 ~ fi ~ ~ ~ I I ~C ~ I ~ ~ ; ~.MM ..I..' LOT _ ~ ~ 11 ~ ,~.I. ~,;~F: 1.00. ; ~PRtVA't~ DRAINAGE' dtt $ wuu, 5.0' PRIVATE ~ ~ ~ ....v, F ; 2, 3 ; ~l~~ o LOT 3 LOT 12 ¢ ~ .1€. 1,83'E tj~i UT1LI'IY EASEMENT = E~ LOT 12 t , U11LI1Y EASEMENT ~ E U1ILITY E IVA~ O O i ~ .I € ASE EN tt RoPOSED P, GRESS DREW CREST SUBDIVISION f' ` _ =,=,r ENERGY LIG(~ POLE oaz'E. 1, e ..::°r:: e ~ I.... P.B. 37 PG• 56 F y t _ ~ ~ ; : ~ ~ ~ >M~ 19 4 1,23'E - - BUILDING SETBACK LINE ~ 0 3' _ ` . ,,.~..,z. TRACT ; r~ _ --~0~--- 106--- ~ , , _ _ ~ TRACT F (PRIVATE DRNG. do unL EASE~lEN17 ~ FCM 4"x4" ~ » - - - - ; - - - - FCN14"z4' , : _ PRIVATE DRNG. de U114 EASE~IEN77 I .~.~J ~ N89'05 24 W 209.64 M• 210 R ~ 11 _ LOT 10 LOT 10 ~i .2 = o ~ C i iii II W (A ~ .r N W W ~ W o~ ~Z~ o~ W mJ~ a `01~- ~ v ~ W N oa e ~ ~ as W ~ W ~ ~°n .~>Z °zm Z a ®RIGINAL ~ cNV c RECEIVED ~ ~ o V ~a ACT 2 5 2006 ti,..vw...ti~ PLANNING DEPART1ViENT ~ r'~ CITY OF CLEARWATER ~i~= • o . War ~ ' ry7~( ~ M1S I.. 1 'L ~1 ~ .t. o COPYRIGHT 2006 S ALL RIGHTS RESERVED ¦ Landon, Moree & Associates, Inc. Anyone copying this document in any manner without the CITY OF CLEARWATER FLORIDA H expressed consent of LANDON, MORSE & ASSOCIATES, INC. E shall be prosecuted to the full extent of the low. -DO NOT COPY OR REPRODUCE-SECTION ! , RANGE 15F4ST SITE PLAN EASEMENT PLAN E T OF 7 rAMM546-01 Four Seasons Grandd9-1-06.dwg, 10/13/20064:17:17 PM, eustin GRAPHIC SCALE ~ I 20 0 10 20 40 BO I (IN FEET) Iinch= 20 ft. NOTE: ALL UTILITIES INCLUDING INDIVIDUAL DISTRIBUTION 24LF ZURN 2886 TRENCH DRAIN UTILIZING TRENCH ~!8612N WITH SIX 6" OTTOM OUTLETS AND H-20 GRATE LINES SHALL BE INSTALLED UNDERGROUND (CG-SLOTTED GRATE) i I 18" ADS N-12 PIPE ~ ~ H~ zz ww z w i > 25 R € „ "BOTTOM OUTLET (TYP.) o 0 Z s .ti,~' I w 33 ~r PLAN VIEW W W ~ R. SILT FENCE ON PROPERTY LINE 6' HIGH WOOD FENCE SHALL BE N.T.S. J J U U ~ , PLACED ADJACENT TO THE PROPERTY LINE X. TREE CANOPY (TYP.) w °t'` ~ ~ ~ 10.7 ~ -PLAT BNDY. w ~ gip i `e~^> ^h sd?• . i C/L C/L d d FlR 5/6" s c` ' ~ ` \ FCN 4'z4' rr u 69D1 ~ I r~ ww, , f a. t 0.311M, 2.3' °w °w ~"~y 1 ~ ~ ~ ~ I 12' ? ~ 1U'O 3 S5 EX. OVERHEAD POWER LINE - - - "syf~' - - 1 . 19.33 ~ ' '6901 3~ SLOPE ~ ~ PR. NEW 4' WIDE SIDEWALK '<< - - - - - - - - a~^••""" - ~ a - - - EL. 20.3 m 0 PER CLEARWATER STANDARD "<G,N o a ' :i z4a3 SEE DETAIL . , . z4 5°~ SLOPE , , . • ~a PROPOSED ASPHALT ° N ( ) ~ ; ; ~ STEM WALL (BY OTHERS X. OVERHEAD POWER LINES w 'OWER LINES ~ a ~ , 4 ~ N fF.r ti ~ • ° ~ ~ R. SILT FENCE ON PROPERTY -.A.~ . , ' ~ ' ~ 107" ao rn ON PROPERTY LINE EL.~19:b ' ~ 12 ~ x NTION PON B FF=24.70 O ' ~ z3 ~ ! 2 DH 19.8 • ~ ~ ~ 6 HIGH WOOD FENCE SHALL D FENCE SHALL BE PROPOSED ASPHALT • ~ ~ ~ ;EL. ~9.4 . ~ ~ w > - cn - O z cn i• ~<~g 17, N x; ~ • i~ , ? FF=25.60 PLACED ADJACENT TO THE PRC :NT TO THE PROPERTY LINE ~ ~ . i aR, PLACE SIDEWALK "ON GRADE" IN THE ~Y~~ ~ } ~ 'xz z36p • 18" ADS N-12 x~ • . N p O ~ ~ " € ~ 'ao a O rrr\\~nnrnaauu 1 ; : ~ . VICINITY OF THE 20 OAK TREE. ~ • ~ c s ~ ,~a_ ,II I ~ ~ ~ ' p PROPOSED TREE BARRICADE. ~ m ~ 020 I~r~ ~ SEE LANDSCAPE PLAN F ~ ~ }~y~ ,L 6 SCH 40 PVC ~ ROOT PRUNING REQUIREMENTS. ,I~~:1; ro 'r ~I~ of ; • ' v • INV. EL. 18. ' ~ , ~ . ~ - ~ ~ z a>'~~' O „ .tit;. J , r, < E. ~ 96 < o ~ ~ ' COWCRFT~ ~ ~ ~ .3 U U v ~ 3 3 CTa o , <<~:.,.,. ti„ - PR. TYPE "C' INLET ~g.3 ~ f 1 a~ r>'' ° y ti ~ , ER FDOT INDEX X232 ~ .6 ~ X32 ~ ~ ~ ..17. - . •3;000 P.S.J.. . , ~ to o o NOTE: ALL DISTURBED AREA WITHIN ~ ~ ~ ,w ~~i 1 GRATE¦23.80 THE R W SHALL BE SODDED ` PR. .E.S. PER z o ~wwww~wwwwww~~ ~ I.E.¦19.00 ~ > .WNNNWWwuwwwww.~w~,~~~~~~~~ yy~~ t , OT INDEX /273 W ~ e 4x4 IP- APP = LE.¦17.90 ~ m a~ 0. , ~ EL. 17.0 <E ~ " ` J ~ Q Gtrt W;~w~,,,$ g6 STEPS W/ HANDRAILS ~ SAW CUT EXISTING EDGE OF PAVEMENT ~ ~ = ~1. (BY OTHERS) ~ ~ ~ " - T rn 3 ~ 3 PRIOR TO REMOVING THE EXISTING CURB \ 2 t~~t = ~ 4,z0 FF=24.70 f~R4VIDE Gl1R ANS~tTK)NS .PF,:~ FDOT INDEX PROFILE VIEW o o ~ 3 \ = 1~~~ff ~,f ~ ~ ~"300°ANYWH CIJNpS ~tBRUP Y END ; o ALL BY OTHERS _ 23.a ~ '..5 ; N.T.S. PR. NEW DROP CURB ADS N12 O'0.34X PER FDOT INDEX 00 _ R. ti°9 z zz ~~s ` 14x a. ~ \ (;u; ~ tY,~;' ~n 0.70' WNl CURB TRANSITIO ~ ~ ~ \~;~~~\\\\\~\~\~~~~,~~'~~O\~Ooooo~\\~O\\~\~~~ a~IALL WALL WITH ~ z~~ o 4' HIGH HANDRAIL ' ~~tt I~, TRECH DRAIN DETAIL •y CONCRETE ENC D IN 2.9~ ti 3.1~ PAVER I N.T.S, EXIST. CURB INLET v r? ~ ATE¦ 03O ~~1~~€ 2 a~ -.,.,.r,~, ,..:~.,~.f DRIVEWAY (TYP.) RIM = 18.72 m~:~ ~ LE.~i9.41 ~0% ~~7,0 2 s'xf THROAT = 17.95 ;Y - ~ Sao t22'E INV. = 14.64 `0u 90LF 18" AD5 N12 0' OX. `,a`~ ~5 ~ • A RETAINING WALL AND 8 HIGH Ff AND 6' HIGH FENCE ~ P/L EX. i , ~ CONCRETE ENCASE UNDER ti,' ~ W 24" RC I ~ SHALL BE PLACED ALONG THE EN1 ~SCHgRGES ~ ~ Y, CH ~ ~ \ ALONG THE ENTIRE 10 U To CREEK EX 2 ' ~ SMALL: WALL SH~LL ; ~ ~o STERLY PROPERTY LINE. 4 RCP DR N SEC ON. ) ALONG ti o z5 (SEE SEC110N A-A FOR MORE DET ~ LINE. 6' FENCE O J ~ s z w ~..uuur: ~ m CONTRACTOR TO REMOVE EXISTING CURB INLET AND REPLACE ~ ~ ' FF=25.60 ~ ~ • SIOEWAIK ; i~~~ rn e I FOR MOR E DETAIL) STAKED SILT FENCE IT WITH A TYPE V GUTTER INLET PER FDOT INDIX X221 , ^ 3 h z PR. I.E.¦18.40 SE PR, I.E.¦14.74 //S EX. I.E.¦14.84 0 ``-y~' ~ \ ys ~ ~~~~~Il~x ~~r~l a r ~ ~ a~, ~a~aa~~~ o 0 0 `L1.' '40 rye. Q' I- W PROPOSED TOWNHOME ~ W CONCRETE C~IP SHALL BE PLACED OVER 18 PIPE WITHIN R SEE DETAI t z ~ . ~ ti i ,...\~a..~ 2 Y ~ ~s4' , 22?SS ~ py aE ~ '.~.~,b 6 G~ r ~ a~aau~\~,,;~ rhhrrrnn \ui~~\\\,\o\ ~ ,ax Ra' . ,~,`,yJ, t'fftt da,, ~ il. ,k; ~5~ a~ . ~e.,~~ f~.~ ~ s a:. OC o W 23LF 18 ADS N12 0 0. . ~ ~ ~ ~ ~ ~ , ~~A* F.F. = 25.60 ~ W ~ ¦ ~ STEM WALL I,' ~ 2. 1 ~ ~ 2 r r 37LF 18 CONTECH A-2000 PVC OR RCP 0 0.7 o titi• = a 6g ~„~.a~~x~ m,Ay.~a: o ~ PR. TYPE C INLET ' (BY OTHERS) FF 24.4 2~ 3yv D INLET PROP.. RETAINING WALL z PR. DRAINAGE MANHOLE rv Ito ~ ~ ~a~~ ?Js ~ ~ < ER FDOT INDEX X232 EX X232 "~W EL.=25.10 (DESIGN BY OTHERS) r^ a ~ PER FDOT INDEX 01 PR. M.E.S.'e PER err ` z y GRATE¦23.60 ~ _ s A.nM+y.,Yw\\ ~r h ~ N ~ I.E.¦18.75 RIM¦20.5 ~ OT INDEX /273 ~ W F>~ ~.I „Jv~~ .s?, ~ •EX+S,~ ~:G~P~~ ~ ~ 0 Q N LE.¦16.45 ALL ' LE.¦17.90 a;~n` ~ „ CONTRACTOR TO REMOVE EXISTING CURB INLET ' „q ~ _ ~ ADS N12 0 0.33X g ! .0 ~ F;; IX ' • EL, VARIES (24.1 TO 23.6) Z O ~ ~ Q AND REPLACE IT WITH A DOUBLE WING INLET ADS N12 0 0.4X <<, ~ , ~'3~~ h;. 6'Wf PER CITY STANDARD /211 ,F;; _ ~ m ~ , \ ~ „r„„ WOOD DECK ON z ' . • O xl ~ PriONS ELEVATE v ~ o ~ € EST. CURB INLET ~ 0 ~ = u. INSTALL CONC. PADS 7 ABANDON EX. 12 PIPE CONNECTION. _ a ' O ~ w ~ ~a. ~ ~ , TOP - 19.26 C~ ~ ROVE PON o ~ ~ ,,,,vvu.vv.\.\.a.. ~ 1 ,.r, AT BOTTOM OF THE WALL y ~ ` ~ W INV. - 16.96 S m DESIGN BY ~O ~o ^•R>;R~ z IN LOCATIONS WHERE ~ 0 0 ~ WATER WILL SPILL OVER Q INV. - 16.72 W ' '3"' ~d° OTHERS o ~ ~ ( ) ,..err "`A ~ ) ~ ~ ~ •1 I 3 `.r`ran`~h , ~;3 WALL as ~ I fY Ol ~ , THE WALL ~ OO ~ _ ~ PR. OUTFALL STRUCTURE ~s~ "~~a ~ ~ z3 • k: ' ffi.,: oae'~. 4 4 7. (SEE DETAIL) I -R , ~5. FF=25.60 ~o - GRATE¦20. I ~ pA . N .Ofi < ~ 1 25' 1"~` I 4' Cff W QoW SECTION A-A ~ ~ b N ¦ ~ ~ HANDICAP , ' . ~.O~o ? o;o , taa'F. LE. 16.50 (NW) ~ I ~ ~ ~ U.D.C 0. rn k, 3 1os ~ i; ~ a ar o ACCESSIBLE z' o ti ~ N.T.S. r~+n~+ ~ U I.E¦16.75 (S) LE.¦1 .7 ti UNIT -z ~ ~ '23,as 23so 23 €5`: ts3~. W ~ I','lt~~ ~ 2J8 '92 t t\,€. ; WALL V/ ~ @ ad FF=24.40 m m a 25 LF 8' UNDERDRAIN ~ ~ ' ~ '~:::,:~~~~~~~'~m,°m, I.;,.! ` EX. OVERHEAD POWER LINE a.32'E a,3a 4 07L SEE DETAIL ` ~ STEM WALL BY OTHERS " ° ~ _ 2R ( ) y ,2 r J: Y:~, iy!'`: t7 10 a~ ~ ?3 ~s I 4' Cff / ?7 2 cW •9 ?3 ?3 1.23E ~ ~ 82 LF 15r r~"'cs zjo ~A~ s '~iv,~ j t~? ;,r - - - - WALE I ADS N12 0 0.9X "k ?'•s z? I o 0 0 PROPOSED EX. OVERHEAD POWER L~NE 19• ~ - - FCM 4 z4 y x x' x p~, TOWNHOME PR. SILT FENCE ON " ADS' N12 0 1.OX r PROPERTY LINE 159 LF 15 <.,y II PR. TYPE C' INLET r r F.F. = 24.70 PR. DRAINAGE MANHOLE ER FDOT INDEX 32 ADS N12 0 0.75X pR. TYPE C INLET II ~ PER FDOT INDEX 3 STAKED SILT FENCE PER~FDOT INDEX 01 GRATE¦20.50 ~ 1.2 l2 ¦ € ~ RIM=~fQ.50 LE.¦17.30 GRATE 23.60 PROP.,~,~, .....,wm, .mm <; I ¦ LE.¦18.5o I I I.E. 17.00 R. SILT FENCE ON PROPERTY LINE "",DE's POND >:a"~~:~" t 6' HIGH WOOD FENCE SHALL BE II GRADE ~ TOP=20.5 PROP. STEM WALL PLACED ADJACENT TO THE PROPERTY LINE ~ EXISTING 25YR DHWL=19.8 N~ (BY OTHERS) x,. SHWL=17.0 ~ BOTTOM=18.0 ~ e Q] w W ~ SECTION B-B ~ ~ € N.T.S ~ W M ORIGINAL o~ RECEIVED ~ Z N ~ZC ~W~" 2 ~ 2006 . ~ ~ ~ n PIANNING DEPARTMENT c ~ ~ = n CITY OF CLEARINAtER ~ Z N -Eo a I ~ ~ ;1.,..e C ~ ~ a 6 MIN,• € ~ ' CONCRETE• ' '°v Z y ° aco~W ~~°n P/L J > Z Z rn ~ : • •'a r n . , . . • 4.: e 4' PROPOSED DRIVEWAY W ~ rn °r° PROP. DROP CURB d N N ~ 'e: ~ R n e ~ u , PER FDOT INDEX #300 1' f ~ 6" 18 ADS 6 . ' MINA ..MIN. ' 0 ; e EVERGREEN ROAD V ~ a r-'- EXISI~NG GRARE~,~ ~ = ° = ~ - , SECTION C-C ' ~ ° 'F CONCRETE CAP DETAIL N.T.S. , 'fir _~7 'o' h`" + N.T.S. s.7 N• f+~ ~ 1 ~ 0 ~t fY o COPYRIGHT 2006 ALL RIGHTS RESERVED Landon, Moree & Associates, Inc. Anyone copying this document in any manner without the CITY OF CLEARWATER, FLORIDA VIN H ~ GRA DING & DRA INA GE PL A N expressed consent of LANDDN, MOREE & ASSOCIATES, INC. shall be prosecuted to the full extent of the law. PA G C E -DO NOT COPY OR REPRODUCE- SECTION 11 E TOWNSHIP 29 SOUTH, RANGE 15 S T r OF 7 FAMM545-01 Four Seasons Gnvndel9-606.dwg, 10/13/2006 4:19:05 PM, Bustin GRAPHIC SCALE 20 0 10 20 40 60 (IN FEET ) 1 inch = 20 ft. zz W w w Z ~ ~ O O Q Z 33 W W Q a J J U U C.7 W W as W 8.O FCN 4'A4' P~ a13'N, °wo 0.31W, >5 ~ . 10'0 NOTES: ,~€`<I' 4' PVC SAN. SERVICE 1. ALL UTILITIES INCLUDING INDIVIDUAL DISTRIBUTION LINES SHALL ~ N . LINE (TYP. BE INSTALLED UNDERGROUND. ~ " 2. THE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE APPROXIMATE LOCATION OF ' I ~ 1 ' ~ ~ ~I • C• SANITARY SEWER MANHOLE EXISTING 6 WATER MAIN ~ .0. (SEE DETAIL) 555SS5555ff • • 5 ~ , IM~23.75 WATER METER AND SET THE B.F.P.D. (BACK FLOW PREVENTOR ~W>-N-°Z~ M~: ~ < I.E.®19.20 (S) DEVICE). THE OWNER IS RESPONSIBLE FOR THE WATER MAIN .N ~ ° ti ._M. g ~ Y .~x INSTALL 8 3 4" WATER METER'S WITH BACKFLOW PREVENTOR ~o• t #g EXTENSION FROM THE TAP TO .THE DEVICE. THE OWNER IS ALSO N 4" GATE VALVE ~ 't5$:I ~ ~ ,~,I RESPONSIBLE FOR ALL .ASSOCIATED FEES AND ALL OTHER ~ o Z 8x4 x8 TEE =~I ' INSTALLATION .FEES. o ~ o » ! ~ 86 8' P ' y ~ INSTALL 8 PVC WATER MAIN (C-900 _ ~ ~ ~ _ ~ f < ~ 0 2.77X I INSTALL TEMP. BLOWOFF AND SAMPLE POINT r; _ ~ _ I 3. THE CITY OF CLEARWATER, AT THE OWNER'S EXPENSE, WILL ~ CONNECT INTO EX. 8 MAIN AFTER PRESSURE TEST, BACTERIOLOGICAL :E= C. REMOVE/RELOCATED ANY/ALL WATER METERS THAT HAVE TO BE ~ ~ W RESULT'S AND HEALTH DEPARTMENT APPROVAL BY CI - ~ •s~ =,~1~~; ( m _ Q ~itx::, i ~ ~ ~ RELOCTED AS PART OF THIS DEVELOPMENT, INCLUDING RECLAIM Y .N o ~ 3 EX. 8 WATER MAIN SHALL BE REMOVED AF1ER f =~k~ „Y~~~ ~ ••-4j WATER METERS. (NO METERS SHALL BE LOCATED WITHIN ANY o o ~ 3 • ~ _ ~ 1~k;, • > , ' . 1 PVC WATER NEW 6 MAIN IS PLACED INTO SERVICE : Gs ~ : ,:r - ~=axe 111~~< . ` < ~ SERVICE LINE (TYP.) _ CONNECT INTO EXIST. SAN. MH ~ IMPERVIOUS AREAS.) RIM = 19.43 z 4. ALL FIRE HYDRANT ASSEMBLIES INSTALLED GREATER THAN 10 PR. INV. ~ 15.71E ~ ago wu1. O ~ <,F< ~ INV. ~ 15. ~ 1 ~ ~ INV. ~ 14.93(S) 1" :PVC WATER , .0. FT. FROM A WATER MAIN SHALL BE CONSTRUCTED WITH DUCTILE INV. ~ 14.91 N ~ ~ SERVICE LINES (TYP,) r ~ y= IRON PIPE AND SHALL HAVE A GATE VALVE AT THE TEE ON THE RIM TO BE ADJUSTED SO THAT ~ NSTALL 6' PVC': WATER ~1AIN C-900 ' <~''.<~ ~ ~ ; ~ s' ~ IT IS FLUSH WI1H THE DRIVEWAY ( ) ° ; . . , € 122'E • 6 GATE VALVE 135 LF 8 PVC: BRANCH LINE, AND AT THE FIRE HYDRANT ASSEMBLY (F.H.A.). . 0' 0.45X ~ < i 8.x8 x8 _ € 5. .THE FIRE HYDRANT ASSEMBLY SHALL BE INSTALLED AND IN J ~ „ ~ T, SEE DETAI 'SHEE FOR ~ ,p, { SERVICE PRIOR TO CONSTRUCTION IN ACCORDANCE WITH FIRE Q 8'x4"x8" TEE < ST 11ON D AIL _ Z • p ~~6 4 PVC SAN. SERVICE (;a• DEPARTMENT REQUIREMENTS. UNE IYP. 'ooh 1 Q W € ~ , ~ SANITARY SEWER MANHOLE ~ z pW I Y~~~ (SEE DETAIL) , ^.F 3 3 x e , ~ IM 23.49 , € I .0. ~ Z;~ . LEr18.82 (N,S, ) . , , ~ 4 P ~ .,,I,;I,~~ INSTALL 8 3/4 WATER METERS _ a~~. ~ ; ~ ~ . } 0 w ~o WITH BACKFLOW PREVENTORS I ~ I a~ ~ 88 LF 8 PVC s' wf' CONTRACTOR SHALL PAY SPECIAL ATTENTION TO NOTE 5 ABOVE ~ ~~o # Zo ~J • ~N • ~ ~ 0 3.50X oa4'w. AFTER 8 MNN IS PLACED INTO SERVICE, RECONNECT ANY SERVI ,nr ~ ~ - • ~ ~ • • 0. r AND SHALL INCORPORATE THIS INTO THEIR CONSTRUCTION SCHEDULE. 0 Z (n=~ LINES TD NEW MAIN. CONTRACTOR TO VERIFY SIZE AND LOCAl10N. ( .a~-- 1 PVC WATER ' ~ ~ ~ , " s SERVICE LINE (TYP•) ~ 5 ~ ` SANITARY SEWER MANHOLE ~ Z z~W " A RIOLOGICAL 1 " T~J CONNECT INTO EX. 8 MAIN AFTER PRESSURE TEST, B CTE ~ y ~ 0°Q t 1 :a.. 5~ egg IM~23.74 ~ RESULTS AND HEALTH DEPARTMENT APPROVAL (BY CITY) - - > ~ ; wau Q o 6 ~ .t I Q ]W ~~w ~ I.E.m19.30 (W) ~ 4 PVC SAN. < , ~ - INSTALL TEMP. BLOWOFF AND CHLORINE INJEC110N POINT ~ ~ •0• I 4' cl~ SERVCE f F~ . r~¥: 1.OD'E LINE (TYP.) ~ tl~ w ° ww. 0.32 f:.. . F'~,FF FX~ ~ ~ F~ 4' CIF ~ ~ .,~..,.,~.,.~.,.,.~...,,,.,.,.,w ................~,,..~.~.m,,, 1.23'E 0 0 ~ ~ - ~ / I I o V ~ C w C1 s} N wW M v IY o ~r ~ ZN ~M o d~ e Z ~ ~ W •J~ ~r OHS " ~ W N va e~' CONFLICT "A" CONFLICT "D" ®RIG1NAl. ~ ~ ~ ~ o CONFLICT B & C RECEIVED ~ J oC= o" PROPOSED GRADE PROPOSED GRADE 19.0 19.3 z~ 2,5 2000 Za EXISTING. 8" C ~d N EXISTING. 8" CLAY SANITARY 18~ PROPOSED. 6" Pvc wM pLANNINGDEPART[~ENT _ r PROPOSED. 6" PVC WM STORM CITY CLEARW~f ER - > N ~ N~ PROPOSED. 6" PVC WM PROPOSED. 6 PROPOSED. 6 PVC WM . V ~a 45' BEND INV.=16.4f 6" PVC WATER MAIN 6" PVC WATER MAIN INV.=15Jt -16.1 -16.4 45' BEND i BEND 45' BEND 12" MIN. 12" MIN. 45' BEND cv = THRUST BLOCKS .a ~ 'o'~, 6" MIN. 6" MIN. r~"~? . wA~r~R MAIN IF REQUIRED BY CITY i_3.Y _'~Lt "=s _ . -15.6 -15.9 3i - i 'I cG ~~'A'-I ( ~ -INV.=14.8 -INV.=15.1 EXISTING 8" CLAY EXISTING 8" CLAY NOTE: ALL FITTINGS MUST HAVE RESTRAINED JOINTS } ~,~~~,•f~~~ SANITARY SFWFR CAAIITADV CCIAICD NOTE: ~r NOTE: CONTRACTOR TO CENTER ONE LENGTH OF PIPE AT EACH CROSSING LOCATION IN NOTE: ALL FITTINGS MUST BE RESTRAINED NOTE: ALL FITTINGS MUST BE RESTRAINED ORDER TO HAVE JOINT LOCATIONS AS FAR AWAY AS POSSIBLE FROM CROSSINGS. WATER MAIN/SANITARY SEWER CONFLICT DETAIL WATER MAIN/SANITARY SEWER CONFLICT DETAIL WATER WATER MAIN/SANITARY & STORM SEWER CONFLICT DETAIL N.T.S. N.T.S. COPYRIGHT 2006 N.T.S. S ALL RIGHTS RESERVED H EA,yone , Moree & Associates, Inc. this document in any manner without the CITY OF CLEARWATER, FLORIDA E nt of LANDON, MOREE & ASSOCIATES, INC . osecuted to the full extent of the low. NOT COPY OR REPRODUCE-SEC TION ! UTILITY PLAN T OF 7 FADW A545-01 Four ScusunsGmndcl9d•Ofi.dwg,101U120064:19:42PM,uustin WATER MAIN LOCATION NOTES CONSTRUCTION TECHNICAL SPECIFICATIONS EVERGREEN AVE RIW CONSTRUCTION NOTES "Water mains" shall mean mains, including treatment plant process piping, conveying either raw, partially _ 1. All construction shall conform to the minimum standards set down in the City of Clearwater land treated, or finished drinking water; fire hydrant leads; and service lines that are under the control of a 1. All right-of-way installations will be in accordance with practices referenced in the State of Florida DRIVE development code, zoning, and/or related ordinances as applicable. .public water systems and that have an inside diameter of three inches or greater. Utilities Accommodations Manual. (SEE PLAN) (SEE PLAN) (SEE PLAN) (SEE PLAN) 2. Prior to construction commencement, the Contractor shall obtain from the Engineer and/or 1. Horizontal Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater 2. All design and construction must conform to the minimum standards set down in the Pinellas Developer copies of all pertinent permits and approvals related to this project. It is the contractor's or Stormwater Force Mains, Reclaimed Water Pipelines, and On-Site Sewage Treatment and Disposal County land development, zoning and/or related ordinances, and minimum testing frequency i 6" I).5_ 7_• MIN.`q MAX. I 6" responsibility to properly post all permits on-site and to assure all construction activities are in Systems. requirements. I--6" 0.5% M~ IN. 5%JuIAX 6»~ compliance with the conditions of all permits and approvals. (a) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least 3. Signs and barricades shall be in accordance with the US Department of Transportation's "Manual on three feet between the outside of the water main and the outside of any existing or proposed storm Uniform Traffic Control Devices" and the Florida Depertment of Transportation's "Design Standards" CONSTRUCTION NOTES sewer, stormwater force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 4;1 SLOPE 4:1 SLOPE 62-610, F.A.C. Indexes 600 thru 670 (latest editions). 1. All elevations are based on NAVD 88 datum. The contractor shall obtain a copy of the survey to 1.5" ASPHALI1C CONCRETE SURFACE COURSE (TYPE 5-1 or S-3) NOTE: PAVING SHALL BE IN ACCORDANCE WITH THE FDOT "STANDARD SPECIFICATIONS verify this datum and also for determining Benchmark locations and elevations. 4. Safe pedestrian traffic is to be maintained at all times, (b) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least 2. All existing information as provided by survey data prepared by George A. Shimp II & Associates, three feet, and preferably ten feet, between the outside of the water main and the outside of any 5. Any sidewalk which becomes undermined must be removed and replaced. Sidewalks are to be existing or proposed vacuum type sanitary sewer. reconstructed within (3) days after removal. When existing sidewalk is removed, it is to be removed to 6" LIMEROCK BASE (LBR 100) (LATEST EDITION) RIDGE CONSTRUC110N" 9" STABILIZED SUB BASE (LBR 40) ~ Inc. the nearest joint. 3. Any discrepancies between the engineering plans, architectural plans, or City of Clearwater Codes (c) New or relocated, underground water mains shall be loid to provide a horizontal distance of at least six feet, and preferably ten feet, between the outside of the water main and the outside of any existing Z INTERIOR DRIVES & PARKING APRONS W shall be brought to the engineers attention prior to construction. or proposed gravity-or pressure-type sanitary sewer, wastewater force main, or pipeline conveying 6, Place expansion joints where 4" and 6" concrete abut. N.T.S. 0 reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. The minimum horizontal 4. All practicable and necessary effort shall be taken during construction to control and prevent erosion separation distance between water mains and gravity-type sanitary sewers shall be reduced to three feet 7. Saw cut existing edge-of-pavement prior to removal of curb. U and transport of sediment to surface drains and to lakes and also to conform with permit conditions. where the bottom of the water main is laid at least six inches above the top of the sewer, 8. Place expansion joint between back-of-curb and concrete driveway. ~ Og J~tief 5. Plans are not valid for construction unless signed and sealed by a Professional Engineer Registered (d) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least ~e~~ c~5`` ~ ~5ti'G 3' TransHion NOTE: Wings only if Q in Florida. ten feet between the outside of the water main and all parts of an existing or proposed "on-site 9• Compaction for driveway backfill shall comply with AASHTO T-99 (100%). Y Qoe '~.~g ~orE+ side sio es Re ulre, Remove Curb if Existing ~ tti` ~~,yr ~ Exist Conc Drive w 6, Required tree barricades must remain intact throughout construction. Encroachment into or failure to sewage treatment and disposal system" as defined in Section 381.0065(2), F.S., and Rule 64E-6.002, 10. Disturbed area within the right of way will be compacted to 100% of a standard T-99 proctor and A A Back of Curb Max Slope -C 1„ 1„ 1~ Max Slope ~ maintain tree barricades will result in enforcement action which moy include citations and/or permit F.A.C. sodded. revocation. 2. Vertical Se oration Between Under round Water Mains and Sanita or Storm Sewers, Wastewater or Non-slip surface require- l W menu, see Note B. a. P 9 ry 11. Do not disturb existing underdrain or storm systems. If filtration bed is disturbed, contact the 8. Silt fence to be installed around all areas of proposed construction. (FDOT Index No. 102 Type III) Stormwater Force Mains, and Reclaimed Water Pipelines. City of Clearwater inspector for assistance. 9. The contractor shall adhere to the Minimum Testin Fre uenc re uirements of the a encies havin (a) New or relocated, underground water mains crossing any existing or proposed gravity- or 12. Restoration of curb, street, driveways and placement of sod shall be completed prior to excavation 9 q Y q 9 9 vacuum-t a sanita sewer or storm sewer shall be laid so that the outside of the water main is at startin in another area b the same contractor. 1/2" Exp. Joint ' •6„:.,.. 1/2" Exp. Joint 5 w w jurisdiction over the project. YP ry 9 ~ Y least six inches, and preferably 12 inches, above or at least 12 inches below the outside of the other Pro ert R.o.w. Line TYPICAL DRIVEWAY CROSS SECTION 10. The contractor shall coordinate with the Geotechnical Engineer for any testing that may be required pipeline. However, it is preferable to lay the water main above the other pipeline. 13. Type of sod used to restore owner-maintained area in right of way shall be coordinated with including, but not limited to, materials testing, asphalt, base and sub-base testing, concrete testing, owner. U O building pad testing, and utility trench testing. Copies of these tests shall be given to the Engineer for (b) New or relocated, underground water mains crossing any existing or proposed pressure-type a~ Conc. Sidewalk N review. A final Signed and Sealed report containing all testing shall be given to the Engineer after all sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water shall be laid 14. No stockpiling of material in roadway or on sidewalk; all dirt and debris will be removed from job testing has been completed. so the outside of the water main is at least 12 inches above or below the outside of the other site daily. Roads and sidewalk to be swept daily as part of daily clean-up. ~ N B ~ B PLAN VIEW pipeline. However, it is preferable to lay the water main above the other pipeline. 11. The contractor shall coordinate with the agencies/inspectors having jurisdiction over the project to 15. At least one lane of traffic will be open at all times, Whenever traffic is reduced to one lane, determine what inspections will be required throughout the project, The contractor shall coordinate (c) At the utility crossings described in paragraphs (a) and (b) above, one full length of water main "flagmen" and "flagmen ahead" signs shall be utilized. Appropriate barricades and "construction ahead" o; ~w>-fn-ozfn required inspections with the Developer and Engineer. pipe shall be centered above or below the other pipeline so the water main joints will be as far as signs shall be utilized per FDOT manual traffic control through work zone. ~ R possible from the other pipeline, Alternatively,,at such crossings, the pipes shall be arranged so that all 12. The contractor shall saw cut the existing edge of pavement prior to the removal of any curb or water main joints are at least three feet from all joints in vacuum-type sanitary sewers, storm sewers, 16. No street shall be closed without the written permission of the City of Clearwater traffic division. X 0 0 4' Min Residential Street 1' Cit R W \ ~ O Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut ~ ~ 0 5' Min Arterial Street 2' County R/W Z I I pavement and also prior to pavement tie-in. stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of Chapter At least 48 hour advance coordination is required. 62-610, F.A.C., and at least six feet from all joints in gravity- or pressure-type sanitary sewers, or Remove entire Curb and Replace as Part of Sidewalk Ramp. ~ iv I- N ~ 13. S ecial care is to be taken so trees remain unharmed during construction, wastewater force mains, or pipelines conveying reclaimed water not regulated under Part III of Chapter 17. Any portion of the roadway that sustains excessive construction related damage, in the opinion of P 62-610, F.A.C. the City of Clearwater, shall be repaired at the contractors expense in a manner s ecified b the Cit , P Y Y Modified and Valley Gutter Curbs 1/4" per Foat I o N join exist back of curb ai ~ ~ z 14, Contractor shall furnish Landon, Moree & Associates, Inc. with one complete set of As-Built plans signed and sealed by a surveyor upon completion of construction. 3. Separation. Between Water Mains and Sanitary or Storm Sewer Manholes. 18. The contractor shall provide erosion control measure as necessary as indicated in the NPDES permit. • 16. Safe pedestrian traffic is to be maintained at all times. (a) No water main shall pass through, or come into contact with, any part of a sanitary sewer or 12" Textured Surface ~ ° ° O 1°0 Max Slope ~ Back of Curb 3000 psi conc 4° thick. Constr. 6" ~ ~ ~ v storm manhole. 19. Maintenance of Traffic for work within the City of Clearwater Right-of-way shall be performed in . • , • • . , • • • ~ • ~ : • ` .thick at driveways with 6x6 #10 17. No stockpiling of material in roadway or on sidewalk. All dirt and debris shall be removed from job accordance with FDOT Design Standard Index # 600, 603, and 660, (latest edition). Lane closures along site daily. Roads and sidewalk to be swept daily as part of daily clean up. 4. Exceptions to the above requirements may be allowed where it is not technically feasible or Evergreen Avenue shall not occur during the peak hour periods of 7 to 9 am and 4 to 6 pm. ~ welded wire mesh. See note 7. J U J ~ Remove to an ~ m U •~1/2° Expansion Joint even joint or sawcut ~ ~ ~ w economically sensible to comply. In this case, the contractor shall provide written justification to the w Q 18. All subsurface construction shall comply with the "Trench Safety Act". It shall be the Contractor's Engineer why they cannot comply. The Engineer will review F.A.C. Chapter 62-555.314(4} for possible responsibility to insure that all construction is in compliance with the Occupational Safety and Health alternatives and consult with FDEP on the exception and obtain FDEP approval, Administration (OHSA) Regulations. No1>=s: SECTION A-A SECTION B-B ~ 3 ~ 3 ° o ~ ~ WATER SYSTEM NOTES NATURAL GROUND OR SUBGRADE 19. The soil and sediment control devises shall be installed prior to construction, maintained throughout 1. New or altered water mains included in this project shall be installed in accordance with ap licable 1. Provide tooled joints at distances matching the width. Also p p U 3 place expansion joints at driveways. 8. Ramps shall have a tactile surface, textured to a depth not construction, and until the site is permanently stabilized. P 2. If some physical obstruction exists which prevents the placing exceeding 1/6" by use of tamp or roller in conformance with of sidewalks as shown, contact the Engineering Division for requirements of FDOT Roadway and Traffic Design Standards, AWWA standards, the utility companies standards and in accordance with manufacturer's recommended 20. All sodded slo es over 4,1, shall be installed with sod a s. procedures. BACKFI P P 9 LL TO BE C01 alternate location. Detail 304 or most recent modifications, CFILL TO BE COMPACTED TO 3. Wooden and other spacers will not be permitted in sidewalks or ELEV. 2'-0" ABOVE TOP OF PIPE 100% T-99. LIFT TH T-99. LIFT THICKNESS driveways. 21. Contractors shall test slopes steeper than 4:1 for stability. If it is determined that slope will need 2• All water main tees, bends, plugs, and hydrants installed under this project shall be provided with to be stabilized beyond sod secured with pegs, the contractor shall submit a stabilization plan utilizing restrained joints to prevent movement. CUT-OFF SHEETING IF REQUIRED. MAY VARY DEPENDEI VARY DEPENDENT UPON 4. No coatings of any kind will be permitted on concrete sidewalks or driveways without specific approval of the City- SEE SPECS. FOR REMOVAL. MATERIAL, EQUIPMEN geoweb or equivalent submitted to engineer for approval. Material shall be installed per manufacturer's 3. All water main i e, i e fittin s, i e 'oint ackin and 'ointin materials, valves fire h drants and METHODS USED, BUl =RIAL, EQUIPMENT, & COMPACTION Engineer. iODS USED, BUT IN NO CASE 5. All concrete shall be 3000 psi min. ®28 days, with fiber guidelines. P P P P 9 P P 1 P 9 1 9 Y SHALL EXCEED 24". meters installed under this project shall conform to applicable American Water Works Associdtion (AWWA) L EXCEED 24". DENSITY TESTS mesh reinforcing. standards. TO BE TAKEN IN AC 22, All sidewalks to be a minimum 3000 psi concrete and 4" thick except at driveway crossings where Z THE GOVERMENTAL 1 3E TAKEN IN ACCORDANCE WITH 6. Concrete surface to be light broom finish. GOVERMENTAL AGENCY HAVING Concrete driveway construction shall be 6" thick w 6x6/10x1D welded wire mesh reinforcement they shall be 6" reinforced w/ 6"x6" No, 10 w.w.f. Place expansion joints where 4" and 6" concrete 4. All water main i e and i e fittin s installed under this ro'ect shall be color coded or marked in ~ JURISDICTION, OR A~ abut. P P P P 9 P 1 SDICTION, OR AS MAY BE REQUIRED O accordance with subparagraph 62-555.320(21)(b)3, F.A.C., using blue as a predominant color, iv BY ENGINEER. :NGINEER. 23. Minimum pavement slope shall be 0.5%, Any areas of ponding shall be repaired at the (Underground plastic pipe will be solid-wall blue pipe, will have a co-extruded blue external skin, or will ELEV, TOP OF PIPE p~ be white or black i e with blue stri es incor orated into, or a lied to, the i e wall• and under round 6" MIN. - 12" MAX, Contractor's expense. P P P P PP P P ~ 9 I K I IIN. - t2" MAx. Pick Hole ~ ~ .J metal or concrete pipe will have blue stripes applied to the pipe wall, Pipe striped during manufacturing WITH SELECTED MATERIALS D 12" DIA. & UNDER DIA. & UNDER ~ M112" DIA. MAX. 5/$„ 1-1/4" ~ ~ r ~ n 24. Disturbed area within the ri ht-of-wa will be com acted to 100% of maximum densit and of the pipe will have continuous stripes that run parallel to the axis of the pipe that are located at no 12" MIN. - 18' MAX sodded. T e of sod used to restore the ry ht-of-wa shall be coordinated wi h Y- greater than 90-degree intervals around the pipe, and that will remain intact during and after TO PLACED & COMPACTED OVER 12 DIA. yp g y t the right-of way owner. installation of the pipe. If tape or aint is used to stri e i e Burin installation of the i e the tae IN 6 LIFTS UTILIZING z P P P P 9 p p' P METHODS & EQUIPMENT ~ Min. 4 Required ~ W w 25. Signs, pavement markings and barricades shall be accordance with the US Dept. of Transportation's or paint will be applied in a continuous line that runs parallel to the axis of the pipe and that is APPR V located along the top of the pipe; for pipe with an internal diameter of 24 inches or greater, tape or 0 ED BY THE ENGINEER. "Manual on Uniform Traffic Control Devices" and the Florida Dept. of Transportation's Roadways and m Z paint will be applied in continuous lines along each side of the pipe as well as along the top of the Traffic Design Standards" Indexes 600 through 670 (latest edition). i e. Above round i e will be ainted blue or will be color coded or marked like under roun i e. PP 9 PP P 9 d PP ) P R W q ~ V PIPE BEDDING 26. All right-of-way installations shall comply with the State of Florida Utilities Accommodations Guide. 5. Polyvinyl chloride plastic pipe (PVC) 4"-12" shall conform to AWWA C-900 plastic pi e, and be TAMPED & COMPACTED UNSUITABLE (J~ ~ ~ M P V ~ '''+1 ~ZM 27. The location & elevation of existing utilities are approximate as shown and it is the contractor's National Sanitation Federation (NSF) approved. The pipe shall be class 150 (DR16). Joints shall be MATERIAL ~ responsibility to determine the exact location and elevation of the utilities prior to construction in their rubber gasketed conforming to AWWA C-900. All pvc pipe shall bear the NSF logo for potable water. ~ U STORM A V~p vicinity. Prior to utility construction, Engineer shall be notified of any discrepancies in utility elevations. or The pipe shall be blue in color. - - ~ tY~ locations. Deviations from the approved plan without the Engineers approval will be subject to relocation 6, Provide ado ters as re uired to 'oin vc i e to i e, fittin s and a ui ment of other materials. ~ P q 1 P PP PP 9 q P at the Contractor's expense. B _ SEWER ? Non Skid ~ ~ v, ~ ~ RING HALF PLAN Re uired 0 ~ au' OTTOM OF EXCAVATION ATION q ? ? ? ? ? Pattern _ 28. The Contractor shall be responsible for verifying the location of all utilities whether or not they are 7_ Ductile iron pipe (DIP) shall be minimum pressure class 350 (4" - 12") and conform to AWW C 150. All ductile iron pipe shall have a standard thickness of cement mortar lining as specified in indicated on these plans and shall notify all utility owners a minimum of 48 hours in advance of AWWA C-104 pipe joints shall be of the push-on rubber gasket type conforming to AWWA C-111 NOTES; N ? ? Required ~ z w construction commencement 1. FOR TRENCHES IN PAVED AREAS OR AREAS TO ~ FLF O~Q LEAS TO 36 29. All underground utilities must be installed before base & surface course are constructed. 8. Fittings for ductile iron pipe and pvc C900 pipe shall be ductile iron and shall conform to AWWA RECEIVE NEW PAVEMENT, SEE PAVEMENT C-110. SPECIFICATIONS. T ~ 23" ~ ~ ~ Q 30. All pipe lengths are plus or minus and are measured to center of structures, g, Blue of eth lene wra used for c r ' „ ~w p y y p o rosion prevention on ductile iron pipe shall conform to the 21 SOLID COVER ~ L1J ~ ~ 31. Conflicts between water, storm and underdrain systems to be resolved by adjusting water lines as requirements of ANSI/ASTM D1248. The minimum nominal thickness shall be 0.006 in, (B mils). Installation of poly wrap shall be in accordance with AWWA C105, T Y AL T RE E necessa T T/ON Machined Surface (n ry ~N ~ r7 ~ ~ ~ 32, The contractor shall use extreme caution when connectin ro osed storm sewer, sanita sewer 10. Pipe installation for pvc pipe shall be in conformance with AWWA M23 (latest edition), Installation I V , T, S, 9 P P ry for ductile iron pipe shall be in conformance with AWWA C600 (latest edition) and water mains to existing mains or structures. Any damages caused shall be the contractor's ~ " I 0 responsibility. 1 L All ublic water s stem com onents excludin fire h drants that will come into contact with 22-3/4 P Y P ~ 9 Y ~ 1'-0" 33. Property owner shall maintain water and/or sewer lines or facilities on-site. drinking water shall conform to NSF international standard 61. o I-L o 0 34. The contractor shall remove all abandoned utility lines, pipes, structures and other subterranean 12. All pipe and pipe fittings shall contain no more than 8.0% lead, and any solder or flux used in u S this project shall contain no more than 0.2% lead. ob'ects to a minimum de th of four 4 feet below rode, or as otherwise directed b the en ineer. ~;,~,;:,:,:;;:y' STANDARD PRE-PAINTED ~ 13. All pvc water mains shall have continuous detector tape 12 - 18 inches above the main. Refer WHITE BORDER ~a~<? II 0 DISABLED PARKING SIGN RING - SECTION RIGINAL ON 1/6" THICK SHEET Machined Surface CEIVED 35. All drainage structures must be constructed per Florida Department of Transportation Road Design ~ j, m Standards. All drainage structures must have a minimum interior floor space area of 10 square feet to specifications of the utility having jurisdiction for more detailed information. & SYMBOL 5~ AI ALUMINUM Minimum Weight 7 232 lbs. r:: y. BLUE BACKGROUND y 3 ?s (except underdrain inspection boxes). ~ 14. New or altered water mains, includin fire h Brant leads and includin service lines that will be t~ j~"€ _ 9" 278 lbs. SOLID COVER SECTION 1006 . under the control of a public water system and that have an inside diameter of three inches or " 36, All backfill over any pipe storm sewer, water line, sanitary sewer) that is to be installed under greater, shall be disinfected and bacteriologically evaluated in accordance with rule 62-555.340, F.A.C. I NOTES Minimum Wei ht 128 lbs. 9 PLANNI i;~EPARif~EN PARKING BY ' roadways or within the embankment, etc. of the roadway is to be compacted per Florida Department of And AWWA standard C651 (latest edition) BLACK BORDER DISABLED ~ L Where roadway base is 8 or thicker use 9 ring, CITY Transportation Specifications. & LETTERS PERMIT all other cases 7 ring is permissible. ~-LEARWAiEf` 15. Allowable leakage for ductile iron pressure mains will be in accordance with AWWA C600 latest WHITE BACKGROUND ONLY 37. All waterlines 4" and larger shall be AWWA C-900, DR 18. All waterlines less than 4" shall be ( 2. Manufacturers model of storm ring and cover to ASTM D2241-05, 5DR 21. Water lines shall be blue in color. edition) BLACK BORDER X255 FINE be approved by City Engineer. . 38. All sanitary sewer manhole rim elevations to match asphalt pavement. 16. Allowable leakage for pvc pressure mains will be in accordance with AWWA C605 (latest edition), & LETTERS rn 3. Perforated covers, when required shall be similar o e to solid covers. m _ WHITE BACKGROUND F.S. 318.14 : 39, Contractor to verify the elevation of existing pavement and structures before beginning any 17. The contractor shall provide at his own expense all necessary test pumping equipment, water, W ~ construction activity. Notify Engineer of any discrepancies in elevation. water meters, pressure gauges, and other equipment, material and facilities required for all hydrostatic Z v and leakage testing. Contractor shall contact the engineer, owner/operator and utility in written form, ALL LETTERS ~ I' zv w~ ~ 40. All sanitary sewer mains, laterals and force mains shall have a minimum of 36 inches of cover, forty-eight (48) hours in advance of proposed testing. The contractor shall perform satisfactory pre 1" SERIES "C" Tn ~ I• W r7 ii o d~ testing prior to notification. 41. All gravity sanitary sewer pipe shall be PVC sewer pipe conforming to ASTM D3034 SDR-26. PVC ~ o WRAP FILTER MEDIA AND STONE WITH ~ Z y c rmi sewer pipe conforming to ASTM D3034 SDR-35 may be used only where specifically called for in the 18. The water system shall be tested for leakage at 150 psi for two (2) hours, with allowable 2" HO' 3" OF FDOT N0. 56 STONE ~ ~ ~ ° 2" HOT DIPPED GALVANIZED MIRAFI 140N DRAINAGE FABRIC ~ V' v. I plans, Sanitary sewer pipe shall be green in color. leakage in accordance with above standards. STAND. OVERLAP FABRIC (RIVER ROCK OR APROVED EQUAL) Z ~ ~ I ~i I 42. All sanitary sewer force mains 4" and larger shall be AWWA C-900, DR 18. All force mains less 19. Contractor shall obtain a copy of the FDEP water system permit and pull bacteriological testing ICI STANDARD WEIGHT STEEL PIPE ( ) o!f {V!~ samples from the sample points specified in the permit. a• •I I a• o • • than 4" shall be ASTM D2241-05, SDR 21. Sanitary sewer force mains shall be green in color. O d `o F- ~ v 43. Points of connection for the sanita sewer lines are to be coordinated with the buildin I in 20. Prior to the connection to any existing main, the proposed water main shall be disinfected, have p~•~~~~:~:~•^~••••~' I I~ p:.`::;:;;,`• ry g pumb 9 the utilit com anies, and en ineer a roved ressure testin and have FDEP clearance. Refer to FDEP -'~~`HANDICAPPED SIGN ~ ~ZW o¢ plans. Sanitary service connection locations shown on these plans are approximate. Y P 9 PP P 9 SEE INDEX N0. 119 • permit for any additional requirements. ~ ~ I- a:,I , t: I I 8"X2'- POND BOTTOM C ~ s o_~ ' ~I~I~ d~l, ~1~1~ X111, .III. dll, - - - - 16.0 ~ ZN o . I.. 44. If dewatering is conducted during construction, the contractor is responsible for the design, o FINISH 8"X2'-6" CONCRETE MASS. - - - C O ~ ~ o FINISH TOP OF MASS LEVEL 1B • ~ PLACE MIRAFI 140N DRAINAGE ~ J ~ Z o N installation, operation, and subsequent removal of dewatering systems and their safety and conformity 21. The contractor shall provide vertical and horizontal "as-built" information relative to all caNC. wa~X RAMP DDWN coNC, wauc I I; with local codes and regulations. constructed utilities and structures. SEE INDEX N0. 109 •I I N WITH , ro WITH A SLIGHT RAISED WASH • • FABRIC BETWEEN W Z ~ As built information for the water system shall include, but not be limited to, the following. I~ APPR( I APPROXIMATELY 1/2" ABOVE , SHWL 37.00 FILTER MEDIA AND STONE Q STORMWATER POLLUTION PREVENTION NOTES a. Location of all valves, fittings, hydrants and services. ~ ~ - . •;I LEVEL 1. The contractor shall at a minimum im lment the stormwater ollution revention measures as shown b. Location of the water main tied horizontally to the back of curb or edge of pavement. a• I I c• P P P ~a 6' WIDE 1RAFFlC BLUE i~~ 6' WIDE iRAFFlC WHnE • LEVEL OF TURF/SOD. 6° PERFORATED PVC 18», J r WITH DRAIN ,3 , ~ ~ d ui ~ in this plan set. These measures may include, but not limited to, the construction of c. Documentation as to the system meeting the minimum cover requirements. STRIPE (TVPICA~) smIPE (TrPICaL) a u a d. Horizontal and vertical data for any construction which deviates from the approved engineering plans. GUARD 2~ ~ . INV EL 16.75 retention/detention ponds, control structures, tree barricades, and silt fences. 6... ~ N c 2. In addition to the measures shown in this plan set, the contractor shall take all necessary and SANITARY SEWER SYSTEM NOTES ~ . V Mo. 16, 25 tactical measures in order to reduce erosion and sedimentation to both on-site and off-site surface P L Infiltration testing of the sanitary sewer system will be required to be performed by the contractor. € TRAFFIC WHRE~: waters, lakes, and wetlands. These measures may include, but not limited to, hay bales at stormwater Infiltration shall not exceed 200 allons er da g p y per inch of diameter per mile of length. In the event ;'€'I 8" inlets, floating turbidity barriers, hay bale dikes, stabilization of steeps grades with sodding or that groundwater is not encountered during sanitary sewer construction, or if the groundwater FILTER MATERIAL TAMCO 20/30 SILICA OR EQUVALENT 'Ory`° M'~~,.,~ seedin mulchin ,site entrance exit control stabilization with ravel, tern ora sediment basins and '',I + 9/ 9 / 9 P ry encountered is not 24" above the top of pipe, exfiltration testing of the sanitary sewer system will be o berms. necessary. A minimum of 2 feet of head will be required for exfiltration testing. The testing will be s" sTROXE~~' IMPERMEABLE LINER MCF 12/12 30 mil t~ i .W ~ ~ WITH UNIFORMITY COEFFICIENT OF 1.5 OR GREATER & OR EQUVALENT the responsibility of the contractor, but will be witnessed by the engineer and the utility representatives. o (TVPICAI.) 3. In addition to the measures shown in this plan set, the contractor shall take all necessary and Exfiltration shall not exceed 200 allons er da er inch of diameter er mile of len th in I i EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 mm DIAMETER f ~"n~ a' ~ o, 9 P P c udin ~ I: HAND/ AP Y P PE D 1 N 9 DETA practical measures in order to reduce airborne transportation of sediments, The es may manholes. 9 €lj N DETAIL WRAPPED WITH FILTER FABRIC. u;~~ ~ ~ , , ~.u, ~ N ~ include, but not limited to, site watering and additional silt fence installation. 60 f f i J ~~JN ~ t e 2. Line lumping will be required to be performed b the contractor and witnessed b the en ineer and '~:j Y Y 9 4. The contractor shall at a minimum inspect the above referenced measures at least once a week or owner/operator. A tv inspection may also be required by the utilit . r` f~~41 t~~ . 1. PVC PIPE SHALL CONFORM TO EITHER ASTM F758 OR ASTM D3033, EXCEPT THAT THE SIZE AND within 24 hours after 0.25 inches of rainfall. An inspection report shall be completed for each Y s'-o" o; inspection. Any permit violation shall be noted and corrective measures taken shall be noted. This „ + 'j`- <F ARRANGEMENT OF PERFORATIONS SHALL CONFORM TO THE DETAIL SHOWN HEREIN. il,' N,+„ ' ~ ~ ~ `U~ ~ 3. T e ronfrnrfnr shnll nrnviHa n+ hic ~W~ ov~o~~e „u ~o~e~~,..., +e~+ e,.~~,....,,...a ,.,..a... 2. DIAMETER OF PERFORATIONS SHALL BE 3/16 TO 3/8 INCHES. -1 . ~ 0- ....r.. , rvuwreport l snail be given to Landon, oree Assoc., Inc. after construction completion. I - ---l - F""'W" y v4-F-1v111 nuwi, meters, pressure gauges, and other equipment, material and facilities required for all testing. y P~~~ 3. LIME STONE IS NOT TO BE USED IN ANY PART OF THIS INFRASTRUCTURE.V~i Contractor shall contact the engineer, owner/operator and utility in written form, at least forty-eight NOTE: 5. The cost of implementing the above measures are to be included within the contractors contract with ~~'varcu P~~~ hours in advance of ro osed testing. The (48) contractor shall perform satisfactory pre testing prior to notification. 2" (7YPICALj II to be thermoplastic. 11 o COPYRIGHT 2006 1z'-o" 5,-0" UNDERDRAIN DETAIL ALL RIGHTS RESERVED 4. The contractor shall provide vertical and horizontal "as-built" information relative to all constructed 1Y-o" utilities and structures. As-built information shall include, but not be limited to, the following: N.T.S. S Landon, Moree & Associates, Inc. a, Locations and inverts of all gravity sewer lines, manholes, clean-outs, and service laterals and rim Anyone copying this document in any manner without the elevation of all manholes. H expressed consent of LANDON, MORES & ASSOCIATES, INC. b. Horizontal and vertical data for any construction which deviates from the approved engineerin lans. shall be prosecuted to the full extent of the law. 9 p -DO NOT COPY OR REPRODUCE- HANDICAPPED STALL DETAIL DETAILS E E c, Distances of sewer line laid from manhole to manhole and/or clean-out with ties to laterals. T OF 7 F5DWG1545-01 Four Seasons GrandeTelailsAwg, 9/26/2006 3:09:46 PM, aaslin See Index No. 301 THE FOLLOWING JOINTS MUST BE .RESTRAINED IN ALL APPLICATIONS; 1. BEND_ INLET AND OUTLET 2. TEE OUTLET BRANCH • Varies Cla Brick 3. OFFSETS -INLET AND OUTLET At Terminal y 4. CAPS Masonry 5. PLUGS Manhole -~4'-8" Ile beam with 1/2" Cement 6. DEAD ENDS 1-#5 rebar continuous 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS I ' a Plaster ~ _ I- ~ ~ I i~ m s" Bottom Of I ~ ~ ~ ~ 12' swin ate f 9 9 (.Yp~) A o A Corbel E I, ~ a Megalug Restrainer (Typ.) I ~ i 6" dia. Steel bollards i ~ I clearance min. I - - ° ® ~ I o conc, Filled (fyp) I 8 10'-8" I r 2' Joint In „ „ 8 I t0'-8" I ~ ~ \ j ~ I 1-#5 of 4' center Pipe Entry 12" D ~ I l l ~ o. ~ I, I 6 drop pin ~ T ical ` 5 ~ I „E„ o ~ A 48„ I N a 1 1 (tm•) z z a ~ I 0 0 ( Max I 48' I ~ 12' I ~ ~ Max I clearance min. I Gr G de a o ~ ~ ~e 6 N .A~° Ebba 1500 Series T . .6.. 0 0 • I 14" U U q a...p,.,. •A•.,. d.•. •.,..0 .a. •.4 I S uare Bottom ~ , Permitted ' '`'''''D'`'''`'`°''`'`'`'a'`'` '''''''a ON ALL TEES, A MINIMUM OF 5 SHALL BE I I I I, Q Q swin " 6 4, I I I g gate (typ.) 8 3000 p,s,i. concrete slab with ~ ~ RESTRAINED ON EACH• RUN LEG 4 I PLAN G L =MINIMUM LENGTH TO BE Min. I I as SECTION A-A Crown of drop pipe RESTRAINED ON EACH SIDE OF FITTING ft. L Min. i L - - - - - - - J i 8"x 16" concrete footing fiber mesh reinforcing - w w „ shall match crown FIGURES BASED ON 30 DEPTH BURY, 150 PSI TEST PRESSURE. A B C D E F G of outfall pipe for 8" PVC MAXIMUM SIZE USED IN SYSTEM 1 w/ 2- #5 rebar (typ,) monolithic, min 6" thickness, ~ ~ L_ fi x6 % 10x10 W.W.F. ~ ~ Shallow 0'- 4' 2'-6" 4' Max 3'-6" 24" Max 8" 3 at 12" E.W. outfall pipes of 10" ~ ww Standard 4.1'- 6' 3'-6" 6' Max 4' 30" Max 8" 5 at 10" E.W. or larger. ~ PLAN a drop pin hole Dee 6.1'- 10' 3'-6" 7' 10' 4' 36" Max 12'~ 5 at 10" E.W. NOM. ELBOWS de VALVE ( 9) NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE N. T.S. (typ,) ELEI/A rioN Dee 10.1 - 14 3 -6 7 14 5 36 Max 12 5 at 10" E.w. PIPE TEES DEAD BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT N. T.S. ~ ~ NOTES: SIZE 11.25 22.50 45 .BRANCH END BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 90 RESTRAINERS. 1. All concrete fo be 3000 p.s.i. with fiber mesh 4 2 4 9 21 28 46 CONCRETE MASONRY WALL CONSTRUCTION o N reinforcing. 6 3 6 12 29 47 65 2 P.VC. pipe entry requires manhole r cv Materials, construction and quantity control of masonry shall be in accordance with Uniform Building Code (UBC), ~ ~ adapfer coupling 8 4 8 16 38 66 85 1.) WALLS: a.) New construction: maximum 6'-0' high and Chapter 24. General conditions and construction requirements shall be applied as specified in UBC, Section 2404 {f), n 6'-0' high and constructed of concrete block (8"x8"x16"). Materials during grouted masonry work. by Flo Control Inc., or approved water used should be consistent with those used in the construct stop coupling. 3. Manholes shall have a (Section 3-802 Materials) ~ In the construction of and architectural style of the principal building. wafer proof Bituminous Coating BRICK MA50NRY , 1. All reinforcing steel shall be deformed bars conforming to ASTM A-615, Grade 60. Vertical reinforcement shall be ~ > - N - O Z V) placed in the cenier of the masonry cell, and shall be held in position at the tap and bottom. on the exterior & interior. Koppers ~ b.) Existing: maximum 6 -0 high replacement materials cai PVC PIPE RESTRAINT made of approved opaque material. nent materials can be made of the same materials as long as they are O ~ bitumastic black MANHOLE DETAIL solution 300M, or Proco EP-214. N,T.S. 2.) FOOTINGS: 8"x16" concrete w/2- #5 continuous rebar ii 2. If a slab dowel does not line-up with a vertical core, it shall not be sloped mare than one horizontal in six ~ O p verticals (1:6). Z I ~ N.T.S. continuous rebar imbedded. No Jc{Np 3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or equivalent) at 16' o.c.. I ~ c~ 3.) CONCRETE SLAB: Monolithic, min. 6" thickness w/imbeds P.S.I. with fiber mesh reinforcing. hlckness w/imbedded 6"x6"/ 10x10 welded wire fabric (W.W.F.), 3000 CLEANOUT PLUG 4. Hollow Load-bearing Concrete Masonry Units shall be normdl weight conforming to ASTM C-90, with a minimum ~ ui p Z compressive strength of 1,900 PSI, o .o 4,) CONCRETE FILLED CELLS: With 1-#5 vertical rebar tied 1 CHARLOTTE Pipe And Foundry Company See NOTE For Traffic Bearing Cover. U 0 ~ :rtical rebar tied to footer steel at each .corner and every 4' O.C. ~ O o O Part No. 106 Or Equal 5.) GATES: Constructed of min, 1-1/2" diameter galvanized 5. Mortar shall be type M or S, in accordance with ASTM C-270. Place all masonry in running bond with 3/8" mortar U iameter galvanlzed tubular steel w/privacy-type slats inserted in joints. Provide complete coverage face shell mortar bedding, horizontal and vertical. ~ galvanized steel mesh fabric, hinge-mounted on min. 3" dic constructed and Installed per applicable building code by Ilc~ :ed on min. 3" diameter galvanlzed steel post. (Gates and post O ~ilding code by licensed fence contractor), 6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size of 3/8", 8" to 10" slump, and a ~ ~ > w ti• Brass Cleanout Plug ~ " " minimum compressive strength of 2,500 PSI at 28 days. 6.) DROP PIN: 1/2 dia. 18 long metal rod gate latch. Pra 8" asphalt provide a 3/4" P.V.C. sleeve, 6" long, ar equal. id gate latch. Provide 3/4" dia, hole 6" into concrete far rods. In C 3 ~ ~ ang, ar equal. 7. Minimum 3" X 3" clean-out holes (saw-cut) are required at the bottom course of all cells to verify grout p~ CIEANOUT Concrete Pad 8" FEMALE ADAPTER placement. Clean-outs shall be sealed after masonry inspection-provided in accordance with ACI 531-4.6, and 'rn o ~ 7.) SOIL: Soil bearing capacity to be at least 2,500 P.S.F. Thick x 1'-6" S . CHARLOTTE Pi a And Foundr Com an ;ast 2,500 P.S.F. before grouting. Q Q ~ ' ~ ~ • q Part No. 101 Or E y P y ~ " 18" Square Concrete goal 8.) BOLLARD: 3-6 high, 6 diameter steel pipe bollard fllh el pipe bollard filled with concrete, painted traffic yellow, Imbedded 8, Prior to grouting, the grout space shall be clean, with no mortar projections greater the mortar droppings or 3'-0 deep in 18" concrete foundation. {See Detail) Pad, 8" Thick • • See Detail) other foreign material. All cells shall be in vertical alignment, and shall solidly be filled with coarse grout as specified. 9, During placing, grout shall be consolidated with flexible cable vibrator. First grout pour shall be stopped a 18" minimum of 1 - 1/2" below the top of the middle bond beam masonry. Two-6"-1/16 (22~) Street Els ASTM D3034-SDR 35 6" or 6" or 8° Cemented Cap 8" PVC Underdrain (Refer to 6 TWO-WAY CLEANOUT CHARLOTTE Pipe And Foundry Company Plans for Diameter) Part No. 448 Or Equal S/N~LE DUMPSTER ENCL®SURE -~--Flow N.T.S.. ® U Sewer Lateral J 1 J 6°or 8° X 6" PVC Wye (Gasketed) W= Note: - TERMINAL END UNDERDRA/N 1. Cleanout Faces All private on-site manhole covers shall ~ ~ W Downstream. SANITARY CLEANOUT DETAIL not have CLEARWATER FLA" notation z Q~ 2. All Cleanoufs are 6" Only. NOTE: Cleanout Plug Cover To Be Pick H°le f0 Z N.T.S. I U.S. Foundry 7623 Or E ual. CLEANOUT DETAIL I q ~ W ~Oo N.T.S. 3' Min. 4 Required I Z 0 VJ v, Q ~ See Index No. 301 PRWq Z Z~IY Approved Backflow Polyethylene Adjustment Ring Prevention Device USANITARY~ ~ O ~^Oj Water Meter Connection Approved barrel joint seals are Concentric cone Flat cover Ford Regulator Adaptor SEWER ? Non Skid ~ 0-Rin s and Ram-Necks . ~ ~ ( ~ Ford An le Flow RING -HALF PLAN Required ? ? ? ? ? Pattern W ~ ~ ~ W iv Required W 0 J Two continuous rin s of all hints. on shallow manholes 0 to Valve Tg . g 1 ~ ~ 4 depth) ) °F L P° ~ 'n ~U ° v, 36" Steel reinforcement 23° ~ ~ ~ 5" min. wall thickness o 0 o Meter I 21" SOLID COVER 4' Min. type II acid resistant L cement 4000 p.s.i. ~ ~ a, Machined Surface ~ „ To View 6 ~ Brass a ~ \N O M 2 /ft min. Grout fill opening with P ~ in Nipple N non-shrink mortar ~ 12" ~ o ~ ~ e•. Poured Concrete Saddle • - - - - 2' 'oint in i e entr 1 PP y (Typical) RING - .SECTION Machined Surface TYPICAL SINGLE DEVICE 3/4" and 1" MODELS Grout flow channel Nom: Minimum weight 7" 232 lbs. SOLID COVER SECTION NOTES P.V.C. pipe requires manhole Device must be installed level. adapter coupling by Flo 9" 278 lbs. Minimum Weight 128 lbs. L Precast manhole drop may be approved by City Control, Inc., or approved ~ * - NOTES ORIGINAL RECEIVED Engineer. Shop drawing submittal required. water stop coupling. APPROVED R.P. DEVICES APPROVED DOUBLE CHECK VALVES TYPICAL METER SETS W/ 1. Where roadway base is 8" ar thicker use 9" ring, MANHOLE COVER all other cases 7" ring is permissible, 2. Drop required when 2' or over. Hersey-Beeco Model FRP II Hersey-Beeco Model FDC Watts Model 909 or 009 Watts Model 709 or 007 BACKFLOW PREVENTERS 3. Manholes shall have an exterior coating of at least Conbraco 40200 Conbraco 40100 2. Manufacturers model of storm ring and cover to DETAIL ~ 0 200 ~ e • 15 mils dry thickness PROCO EP214-351 ~~4~ AND i~ MODELS be approved by City Engineer, m Epoxi-Mastic or Koppers bitumastic black solution PRECAST 300M. Interior shall be AGRU SUREGRIP®HDPE or N.T.S. N.T.S. PLANNING DEPARTMENT W o ~ MANHOLE DETAIL PP-R Liner with a minimum thickness of 2 mm. CITY OFCLEARWATER = ~ W N.T.S. G W o d~ ~'ZN o~ a=WO~r! ~WW o°n° Fire Hydrant Assembly ONLY APPROVED OJ~ ON (TYP') Kenned Guardian No. K-81D Y O~~ v 0 Muller Centurion No. A-423 ~ W N oQ Distance Varies U.S. Pipe Metropolitan C ~ ~ o_ u_ 18" Min. 2 Ball Valve " GRATE SKIMME 24 Max. SKIMMER c C~ ~o Valve Box Valve Box TOP EL 20.1 TOP EL 20.00 GRATE W ~ W ~ `a NOTES: ~ _ °z Hose Bibb 1. GRATE: U.S. FOUNDRY & MFG. CORP. I W a rn°~° ~ 3/4" Galvanized N0, 6212 OR EQUAL. \ ~ a vii WEIR = EL. 19 2. STRUCTURAL DESIGN TO BE IN WEIR = EL. 19.14 ACCORDANCE WITH FDOT INDEX #232, IN L 1 N C 1 Nc ~ ~ V Ma. ~ 11 " SKIMMER ~ , SKIMMER ALUM. OR III 1/2~ T r FIBERGLASS SKIMMER 6'~ m- BOTTTOM E I Tapping Sleeve & Valve 2" Galvanized BOTTTOM EL, 18.64 ~ ~ A ~ iTM N A .,,~w~~,r,~a , T k, Mech. Joint Valve a By City, Fee by - - - Owner or Contractor " 15" ADS UNDERDRAIN INVERT E 2 Corporation _ - - s" .0. ADS INVERT E 2DRAIN INVERT EL. 16.75 I I I I m L ~ ~ ~ ~ ADS INVERT EL 16.50 ~~1~11 ~ ~ , ~ ~ O'~ 00 2 3/8° 0 EXP. BOLTS --r Tapping Saddle CEMENT ~ 4~~ +-1~ ; GROUT 6" UNDERDRAIN ~ " ~ i B" 2''0" 8" Connecting Piece w/integrally Restraining Joint (Typ.) Exist. Water Main _ B" 3 -1" 6" I ~ ~ ~ ,'w cast Mech. Joint Gland on ~ SECTION A-A SKIMMER DETAIL J 1/8" ALUM. PLATE OR W ~ .a vuc uiu-u.i nuwwuic mecn• NUItJ: % .JLV I I VI V U U Joint Gland on Other End. 1. All Fire Hydrants to have 5 1/4" Valve Seat. N.T.S. ' 1/4 HULKGLA55 SKIMMtK 2. See Index Restrained 2" N.T.S. # 407 for Jack & Bore Details. TOP CONNECTION o COPYRIGHT 2006 Tapped Plug PLAN N.T.S. $ ALL RIGHTS RESERVED Landon, Moree & Associates, Inc. Anyone copXng this document in any manner without the END CONNECTION TEMPORARY SLO WOFF & SAMPLE POINT S ¦ ¦ ¦ expressed consent of LANDDN, MORES & ASSDCIA)ES, INC. TYPICAL FIRE HYDRANT SETTING shall be prosecuted to the full extent of the low. =.D.O.T. INDEX 232 TYPE C "MODIFIED" E -DO NOT COPY OR REPRODUCE- N.T.S. N.T.S. OUTFALL STRUCTURE. DETAIL T of DW0645-01 four Seasons GrendeTeiailn.dwg, 9/26/2006 2:38:32 PM, Madsen FOUR SEASONS GRANDE UTILITIES NOTE: N. EVERGREEN ROAD ALL UTILITIES TO REMAIN IN PLACE EXCEPTAS INDICATED ON THE DRAWINGS. CONTACT"ONE Q CLEARWATER FLORIDA CALL"'AT 1-800~432~4770 AT LEAST48 HOURS Terra Tectonics design group international, inc.813-258.4504 PRIOR TO EXCAVATION FOR VERIFICATION OF EXISTING UTILITY LOCATIONS. NOT ALL UTILITIES 412612006 Project No.06-579 ARE MEMBERS OF THE "ONE CALL" SYSTEM; TWEREFORE, DIRECT CONTACTWITH THE UTILITY LI. ® Quantity Symbol Common Name Botanical Name S ecifica i COMPANY MAY BE REQUIRED, p ton Trees & Palms MULCH NOTE: A LAYER OF MULCH TO.A.MINIMUM DEPTH OF 21 QV Live Oak QUERCUS virgniana 30 Gal 10' htx6'spread 2-112" cal THREE (3) INCHES SHOULD BE PROVIDED IN PLANT BEDSAND.AROUND INDIVIDUAL TREES. iN TURFGRASSAREAS. 5 UA Winged Elm ULMUS alata 30 Gal 10' htx6'spread 2-112" cal. 4 6 UPA Alee Elm ULMUS par+rifolia'Alee' 30G 10'-12' ht Cherry Lake Tree Farm TREE PROTECTION NOTE: 1. PROTECTIVE BARRIERS AND THE USE OF OTHER MEASURES.TO.PREVENTTREE DAMAGE 10 (PESTICIDEAPPLICATIONS, ROOT PRUNING, a av 4 HRS Hibiscus Tree HIBISCUS rosa sinensis 15 ga148" htx42"spread Pink. Tree form INTENSIVE MULCHING; ETC. T'O REDUCE SOIL 4 QV COMPACTION WILL BE REQUIRED AS NECESSARY. 3 LI Crape Myrtle LAGERSTRt7MIA indica 30 Ga1.10' Standard. Cherry Lake TECT®NICS ~ z v ' 10.T PL B 'Watermelon Red' 'Watermelon Red' Tree Farm design group international, inc. NOY. 2.SITE CLEARING AND TREE REMOVALARE NOTTO FIR 5/8' s ~ ' UFF FCM 4'z4• LANDSCAPE ARCHrrECTS OCCUR PRIORTOAPPROVALANDINS E ~ / ~ P CTION OF ~ 6901 ~ T~ 9.13'N. PROTECTIVE BARRICADES, OR BEFORE THE ` a e.31'u. 15 SP Sabal Palm Sabal palmetto B+B 18' ct matching, boots off LAND PLANNERS 1 la PROJECTS BUILDING PERMITS HAVE BEEN ISSUED. i • • . FIR 5/ , s URBAN DESIGNERS I r Z i • 4 V00 Walters Viburnum VIBURNUM obovatum 30 Ga1.10'ht 4' spr Standard. 2011 CLEVELAND ST. SUITE E Standard 0 • 3.ANYTREE LOSSES INCURRED DURING ~ 13.3 m TAMPA, FLORIDA 33606 CONSTRUCTION AND FORAPERIOD OF UPTO SIX 'I i ' 6 LC Chinese Fan Palm LNISTONEA chinensis 12' ct straight matching trunks B+B FI. Reg. Lic. # 254 6IVIONTfi 2 y ~ . O S OF THE DATE OF COMPLETION MAYBE Z i ' • 1 V00 TA • 6 UPA 813 258-4504 ph. Shrubs 813 258-4604 fx. SUBJECTTO REPLACEMENT TRIMMING OF LIMBS z c " ~ I_ r o ~z V00 to LCA w IF 10 IN DIAMETERAND LARGER, NOT SUBMITTED ~ i 3t 16.7 LMV 19.5 t3 LME ' _I ~ a RI I ON PLANS, WILL i2EQU1RE SEPARATE APPROVAL ti AZ Variegated ginger ALPINIA zerumpet 18" ht x 18" spr. 3 gal. 30" o.c. i ' ' I 1 LC LME AND PERMITS. ~ ~ ~ ~ 30 RI = 83 U( Ixora-Red 0(ORA SPP.'nora grant' 24" ht x 18" spr. 3 gal. 30" a.c. _ ~ t I 2a' 18 LCA Ki 1 3a MCP ~ 1 LI JP 4.ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED t Lc °'nP t uA BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE ~ R00T~~'0NG a RI o , 36 NN Dw. Shellings holly ILEX vomitora shellings 16" ht x 14" spread 3 gallon, 24" oc . SHALL BE PRUNED RYAN ISA CERTIFIEDARBORI Z i sEESPECo-TTCAn < t Lc ST, 19.5 a v0 IN ACCORDANCE WITH THE INTERNATIONAL D s0.8 2a 226 RI India Hawthorne RHAPHEOLEPSIS indica 24" ht. x 18" spr. 3 gal. 30" o.c. ARBORISTASSOCIATION.(ISA).PRUNiNGSTANDARDS, ~ a . AND ANSI 300 PRUNING STANDARDS -Aa--- - 343 VO Walter Viburnum VIBURNUM ` ~ 24" ht x 18" spr. 3 gal. 30" o.c. tz I • SU ON' GN v? obovatum'densa' 5. ALL EXOTIC INVASIVE SPECIES AS DETERMINED BY C r 3o Ri to SP 18.5 a THE STATE OF FLORIDA, LE., BRAZILIAN PEPPER In I a t av 65 IF Retl Anise ILLICIUM floridanum 24" ht. x 18" spr. 3 gal. 30" o.c. SHINTUS TERIBINTHIFOLIA), PUNK TREES t, IX ~ RI ~ ~ N 1 SP 42 MCP Gulf Muhly Grass MUHLENBERGIA capillaris MALELfUCALUCADENDRON)ANDCHINESETALLOW ° t LME 19.5 a Ix SAPIUM SEBIFERUM ~ X MUST BE REMOVED AS A CONDITION a Ri 24" ht x 18" spr. 3 gal 36" o.c. i • OF SITE DEVELOPM NT. LME X WHERE NECESARY DUE TO THEIR PROXIMITY TO • • x PROTECTED PLANT MATERIAL, HAND REMOVAL sIGNTms~eurtr7RIANGLE 3 CVT Croton Tree CODIAEUM variegatum 48" ht x24" spr. 7 gal. STD WILLBE.REQUIRED.SHOULDTHISREMOVAL aNYStRUCTURESORPLaNrI"GSINTtIIS ~ 1'3 3o vo ea aLL BE TO TRIANGLEMU.STSELESSTHAN~•1N ; y r ,p soo,Trn ADEGREETHATAPOTENTIALFOREROSIONIS HEIG4ffORRAVE6'OfCLEARTRUNK ' ~ ~ to LME • CREATED THE A ' ~ o t ua REA MUST BE RESTABILIZED • GroundcoverlVines WITH SUITABLE MATERIALAND SODDED. 4 t sP 30 FP Creeping Fig FICUS pumila 1 Ga124" olc a vo v 19.5 8 LME 25' • s' wF ti ~ t.2 ISTURB ANY SOIL ~ • • • • • JUNIPERUS davidii ~ 161 JP Parsons Juniper 1 Gal 24" olc ~ ~ ~ 3 v~ 1 SP m. . M WITHIN THE DRIPLINES F R 4 0 parsonii a 19.5 ~ o TREES TO BE PRESERVED ~ ,o ,a LMV < N 90 LCA Yellow Lantana LANTANA camas 1 Gal. 24" olc W e- P N qa LMV • 30 VO DO NOT PLACE ANY UTILITIES 9 ; • a a / 214 LME Liriope LIRIOPE rnuscari'Emerald 1 Ga1;24"olc ~ ~ WITHIN THE DRIPLINES OF N 4 t UA / TREfS TO BE PRESERVED SIGHTVISIBILRYTRIANGLE c, N Goddess' Rode , , ~ U ~ ~ ANYSTRUCTURESORPLANfINGS1NTH15 - o 114 CF Golden Canna CANNA flacida Bare root 36" o.c. ~ Z ~ TRIANGLE MUSTBELESSTHAN3D'W ' ~ HEIGHTORHAVEB' OFCLEARTRUNK ~ ~ I ~ ~ I I 19.5 1 SP 521 TA Asian Jasmine TRACHELOSPERMUM , 6" htx 12"spr.1 gaL 24" o/c ~ • < 4 IX t ~ t UA asiaticum Z ~ w JP 3.7 to Lca a ~ ~ 118 LMV Purple Trailing Lantana LANTANA montevidensis li" ht. x 18" spr.,1 gallon, 24" o.c. W ~ NOTE: i a ~ , voo ~ 3o LME c+~ PURS ~ < < UANT TO SECTION 3-1202.B.1 AND - , Lc , , a OFFER LANDSCAPING COMMENT 11 THE TURF ! a MCP • . HAVE wn ~ RI BEEN REDUCED BY 13,713 SQ FT. ! .19,5 , sP ' a ~ ~ QQ O q IX LME . .14' . (CONTRACTOR L5 RESPONSIBLE FOR PROVING J _ ~ W w ~ s. 18 LCA 2287 SF St. Augustine'Floratam' SUFFIC~N1'QUANTIT~SFORCOMPLETE ~ P/1 to 0 MSTALLATION. ACTUAL AMOUNTS MAY VARY ~ J ~ 4 t sP ~ t u • • Z 4 IX < ~ 3D RI, FRDMAMDUNTS@VD~ATED. ~ ~ w.1-' ~ T~ 18 iCA 4 Q t u 3o w ~ Q ~ • ~ cF ~ uN.L Total Site Irrigation: U ~ ~ W Z Lc ~ 2287 sf Turflmgation _Z ~ O Q I 4 a w LME . ' W W t Lc to LMV a 17. a 1 V 13 LME ~ 10' B ER i 1a IJUIE 3o RI 1. 8700 sf Shrub bed irrigation Z to W ~ O D' Q • tF V . 1 V00 Q 4 is 's. • 3o vo - son wa 1 ea Connection to 1"meter d ~ ~ U W ~ ~ e.3z' ~ 896 24 N o 0 I > W 'CF Miscellaneous Plant Materials And Site , i 'y, j • .23' . / Work: , t- , CONTRAGTARISRESPONSBLEFORPROV®PlG g~ '9~."R~LI~ ~+ra~, FCM 77 CY Pine Bark Mulch suFF~clEarnuaNTrr~s FoecoMPLETE , n ; , , ~ 4' 0 ~ Z BVSTALLATiON.ACIUALAMOUNTSMAYVARY 'a, rfa! ~ ~ ~ FROMAMOUNTSWDICATED. s; FAt~ . ~ 209 6 10' BUFFER s1 ~ ~ p ~ tos t!o 3 aV DIMENSIONSADDEC ONS ADDED 1 Bags Pre-Emergent EA ~ ~ ~ ~ ; za Ta 1.2 s QV Herbicide • ~ ` , 1 Bags Fertilizer: 16-4-8 501b. bag QQ ~ • ~ 3 Bags Fertilizer. 6-6-6 50 Ib. bag ' REVISED IT S E PLAN REVISED PLANT LAY - ~ I PLANT LAY 20 CY Planting Soil :Cubic Yards tee: APRIL 24 2006 Scale: 1 "-20' Revision: No. Date: Desaiptlon: 1 514106 PER CITY REV. ` LNTERInR LANDSCAPED. AREAS 2 519ros PER .ITY RFv _ _ 3 817!06 PER REV SITF_ . „a , , ~ ® 4 9!20/06 PER .IT1/ RFV 41967 sq ft site 5 10/19/06 PER CITY REV. . ~ ® 9268 sq ft total inter7or landscaping w ~ - _ ~ ' 22.1% percent of project is Intenor landscaping 47 - 1. a . ~ 0 ® SEE ENGINEERING DOCUMENTS FOR CURBING ~.k~ AND WHEEL STOP LOCATIONS N°• 06-579 9 , € 1 h r , ~ ~ - ~ A^ . , . s k3 ~ ~4 ~ r Landscape BufferAreas _ ..r,. Drawn by: Checked by: ~ i". n X. Scale 1" = 80' Interior Landscape Areas JT/BAM JT ORIGINAL REVISED SITE PLAN Sheet RECEIVED REVISED PLANT LAYOUT L 1 PLANNING DEt,~;~„vtg:i~iT CITY OF CLEARwATE,-, ZLAN Of 4 Sheets lit = 20' 1" = 20' 0 10 20 30 50 100 Idgn1L1-PLANT PLANREV5.dgn 10/2012006 09:57:35 AM LOT 5~ BLOCK. B~ F AIRVIEW ADDIT ION P. o. B. PLAT B00 K 5, PAG E 85 s.w. of TECT®NIC3 design group international, inc. LOT 5? BLOCI( B? S.E. CORNER OF 10.1 l ~ PLRT BNDY. LANDSCAPE ARCHITECTS s'o ~ S, - OT 5? BLOCK . AIRY ITIQN B~IY. ~ LOT 5? BLOCK B ~fl 4 %a' F~ . 5/~ l / 7 LAND PLANNERS s9B1 / , , I I1~I~ . 89 1 ~ ~ 10. I l le , URBAN DESIGNERS ? ~ FIR 5/8 (Q i • / . I ' = 6901 In & T ~ Z 201t CLEVELAND ST. SUITE E & T O W : + (7 TAMPA, FLORIDA 33606 to m + ~ 3 Q FI, Reg. Lic. # 254 H CL W U A L M> 813 258-4504 ph. { ' 1.1. Z ~ V ' . I""1 w 813 258-4604 fx.. N 4 0 6 ~ o r~ ~ ~ PRI ATE a M ' ~ UT L. w wmM ROOT PRUNING AREA . , ~ f + + + ~ =49'41'E 71.67' (n Y SEE SPECIFICATIONS S89=15 25 E 6B ~ ' j a , ~ + O ~ , ze' lE T O I- O o ~ » to to l m J 2 w ~ ~ m 1 ~ Z 5 N ~ F- ~ 9~ U Q ~ M _ i , , ~ J ? + =49 41 6""11.67 ~ S89=15 25 E 78'. + • s te' ~ le' V G' M ~'0 1 •y ~ i • p ~ 120 V ~ W M m F'" N a ^ j T• = r ? t 49 41 E 71.67 ? IA N + W ~ ~ I[! + Q p i • BLOCK B a.~a' YALL WW I m Q. o = cc . ~ J I I ~ v W~ I.C) ° ~ a a z Z ~ I , 0f-MF O .TRACT = w W o I 49 41 E 71.67 ~•~E• » Y (PR V v o O L>J > ° , I ATE 4 ? EGRESS? m Q W ° . & IL. 3 H CL m ESM T) ~ W ~ ~ M W t- ~ Q m ~ H w Q P NG V N ~ i ,w ?f~ 3 -I~~ t ~ N 3~ m M L~1 ~ w U v1 w ~ ~ i N O > >a 4 41.E 71.67 O o Y O 7` ~ W ~ ~ ~ _ j m q laa = O o o p ? W 5 E I I 11111 i- O OOm it) I . ' . 72' cn _J W 9 o t v W ~ ~ I- ~ PRI ~ v M ~ U Q u~ Z~ ~m 14 m ~m ~ » ~ + =4 41 E 71.67' „ ~ U ~ M ~ + : 13~ Q aQ _ ! ? / + » ~ SB9 15 25 E 7 79 + + m . a °s~ >IF - ~ W 0 W i , + + ~ Z trl .14~V. .94 ~ ri o 10 ~ Z I • 'r ~ 1* 13 o Q~ U ~ =w T PR + =4 41 E 71.67` ~ ~ I Q IYAT PALL ~ ~ z Z . & S89=15'25'E 69 + + ~ • ~ . ~ t0 W ' . ESM'T) + M 65.13 ~ ~ a v ~ In w 11 LF~ z o ~Q 66.15 m ' H 1.00'E. Z ~ 9 ~ 'n ~ ' ~.F 1 O W a ~ ~ W ( IVA , m + a ~ ~ MM 12 n~~ IYi 1~ N m ++ik+ WnLL. ~ V. W 0.32'E. H T ~ ~ S89=49'41'E 71..67` > ~ ~ + I ~ ' CLF w r , L23'E. O _ / / L L ~ w FJ.. ~ ~ r ~ ¦ + M ~ , L. f , . 4 , FCM 4' ~ ~ N8 05`24' ~ FCM 4X4 0 4 N 2 F- .64 Z N.Y. !~(~R OF O E- o ~ N• . ~ T 10? BLOpC B to m s~ tl • 1' e t L; r ~ ~ ~ ° LOT lg? BLOt~CC B? N.E. CQRI~R OF r ~ FAIRYIEY W A~ITI~F LOT 18? BLOCK B? ~ F- V,~y,~, 1~~' ; y,~'~ U l.z' FAIRVIEM ANTI Q SEI LOT 10~ BLOCK B~ F AIRVI ~ EW AD P DITIO u SEE SHEET L1 FOR ~y ~ ~ ~ PLANT TYPES AND SPECIFICATIONS ~ ' ''A" ` ' ' N PLAT B00 K 5~ PAG E 85 tee: APRIL 24, 2006 Scale: ~ °=2U~ Revision: No. Aete: 'Description: 1 514106 PER CITY REV. 2 519106 PER CITY REV 3 817106 PER REU.SITE. 4 9120106 .PER CITY REV. 5 10/19106 PER CITY REV: Job No. 06-579 ¦ Drawn by: Checked by: JTIBAM JT ORIGINAL RECEIVED Sheet 'ICT 2 5 2006 FLAN I INV PLAN WITH EASMENTS y ` LL v v Of 4 Sheets lit = 20' 1" = 20' 0 10 20 30 50 100 ld9nIL2-PLANT EASMENTREV5.d9n 10/19/2006 03:08:17 PM Terra Tectonics desi n rou Inc. 813 258-4504 TAMPA FLORIDA g 9 p~ } rn a Ion e en . NOZZLE SELECTION CHART FOR SPRINKLERS SHRUB SPRAYS & BUBBLER HEADS SYMBOL SPEC.# PSI GPM RADIUS PATTERN CONTROLLER: ONE (i) HUNTER ICC 10 ZONE A 15'-F 30 4 15' FULL B 15'-270 30 3 15' THREE QUARTER PROVIDE A HUNTER VJIRELE55 C 15'=270 30 2.6 15' TWO TH1RD "FLOW~UK" FOR AUTOMATIC. RAIN. SHUTOFF,. D 15'-H 30 2 15' HALF INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ELECTRICAL E 15'-120 30 1.4 15' ONE THIRD ' F 15'-O 30 1 15' QUARTER CONTRACTOR TO PROVIDE 117 V. AC POWER SUPPLY DISCONNECT TO G 4'-EST 30 0.6 4' x 15' END STRIP CONTROLLER LOCATIONS. COORDINATE LOCATIONS WRH OWNER'S H 4'-CST 30 1.2 4' x 30' CENTER STRIP I 9'~ST 30 1.2 9' x 16' SIDE STRIP CONSTRUCTION- REPRESENTATNE J 4'SST 30 1.45 4' x 30' SIDE STRIP K 12'-F 30 2.1 12' FULL L 12'-270 30 1.5 12' THREE QUARTER M 12'-240 30 1.3 12' TWO THIRD N 12'-H 30 1.1 12' HALF flEMOTE CONTROL VALVES: HUNTER 1-12" ICV 0 12'-120 30 0.9 12' ONE THIRD P 12'-Q 30 0.8 12' QUARTER 24V ELECTRIC REMOTE CONTROL VALVES IN LOCATIONS AS SHOWN ON PLAN. ALL VALVES SHALL BE INSTALLED IN AMETFJ< VP 10 VALVE ss-360 30 0.62 2' FUlt STREAM BUBBLER TECTONICS BOXES WTTH MATCHING COVERS: PLACE VALVE BOX ON BRICKS AND ®R SB-180 30 0.32 2' HALF STREAM BUBBLER INSTALL ONE CUBIC FOOT OF PEA GRAVEL AT BASE OF VALVE FOR S SB-90 30 0.25 2.5' QTR. STREAM BUBBLER design group intematiOnal, Inc. • TURF ROTORS DRAINAGE. LOCATE VALVES MIN 2' FROM ALL SIDEWALK EDGES OR AA PGP ADJ-LA-7 ao 3.1 32' ADJ. FULL LANDSCAPE ARCHITECTS BUILDING EDGES. VALVE BOXES SHALL 8E~ MOUNTED FLUSH WffH BB PGP-ADJ-LA-B 40 3.9 34' ADJ. FULL LAND PLANNERS CC PGP-ADJ-LA-9 40 4.9 43' ADJ. Fllu URBAN DESIGNERS FJNAL GRADE DD I-25-ADS-0 4D 3.8 40' ADJ. FULL EE 1-25-ADS-7 40 7 4T ADJ. FULL 2011. CLEVELAND ST. SUITE f FF 1-25-ADS-8 40 7.7 47' ADJ. FULL GG I-~W-ADS-40 50 7 45' ADJ, FULL. TAMPA, FLORIDA 33606 SPRAY SPRINKLERS: HUNTER SERIES PS- SPRINKLERS. REFER TO HH 1~10.ADS-01 50 B 46' ADJ. FULL FI. Reg. LIc. # 254 NOZZLE SELECTION CHART AS A GUIl7E FOR PROPER NOZZLE PATTERN I B 1-40-ADS-43 50 14 58' ADJ. FULL 813 258-4504 ph. PER FELD REQUIREMENTS. NOZZLE SELECTIONS SHOWN ON PLANS ARE ! I JJ 1-60-ADS-7 40 8.5 50' ADJ. FULL 813 2~$-46Q4 fX KK I~&D-AD5-13 40 10 56' ADJ: FULC TO BE USED A$ A GUIDE ONLY. INSTALL BODY TYPES AS FOLLOWS: I LL I-60-ADS-18 40 15 59' ADJ. FULL I i i i AIRNACUUM REUEFVADIE ~ L9~FUOFENGVALVE ; 2" PVC SCH 40 I LOOP MNN oNE rAEAC21rowGIH~PNOwp ~ GV i s'o 1 U2" BALL VALVE SHUTOFF, IN 6° VALVE BOX i SRUNNOUfS/DE OF BED FOR GRAPHIC CIARNY ONLY, - I ~ La'ATE INSIDE PLnM BED 12' ? lA'O (15SP~ Aqf~ ONT~213 ~ Sff NANIFOLDTABIF FOR %PESI2E I ~ I OFSU)PE DRIPUNETOROOLD00 RGPdt2URERW.TUBWG, 75'SPASkNG I " INDICATES VC SCH 40 SLEEVE SIZED TWO PIPE SIZES LARGER i USENMENSIDPESExCEEO (INSIDE DIAMETER) THAN LATERAL UNE "WEf PIPE" INDICATED ON ! E I 3%MDIfffCTIONOF ROW IN{NE, PVCSPRING CHECNVALVE ro coNFROLLOw+~EAD DRAINAGE. PLAN. i sDE vaurE PER MANIFOID uNE sDE PUiCEVA1VEATEVERY 70'OF E7.EVAlION RISE. IB 6F a . ~w i PVC SCH 40 PUC MNNUNE- 2'" (LOCATE IN PLANTING AREAS NOT UNDER ~ I DRIP DRIP CNECKVALVEMODEL• ROCONRiW., INC, I I PAVEMENT D(CEPT IN SLEEVES, AS SHOWN ON PLAM ~ 7J2 30 30 30 110 SD Fi GPM PSI GPM PSF 2 GPM NO UT1LfflES OR IRRIGATION ~ P I I CONVENnDNALSPACBJG RGP412 UITERALTIIBING, 15'SPACING (1SSPACQiGIPU1S2596 UNES TO BE PLACED WITHIN rn'' INDICATES PVC LATERAL UNE: DRIPUNE OF TREES TO BE SAVED. ONBDFIOM1f30FSL~E CLASS 200 = 3/4" LINE OR SMALLER CLASS 160 = 1"+LINE P GONLYD DRIPIJNE fSMAY BE p INSTALLFD ABOVE GROUND. Rbl'OR @p I DRWUNESTART I 21 3D I PM pg 120SQFi CONNECIIDN ~ . AUGNDRIPUNEIATIIWS I I I 2GPM INDICATES 3" WIRE SLEEVE SCH.40 PVC BURIED 24° MINIMUM i PVCSUPRYMANIFOLD PARAUBroiHECONFWRS SEE.MRFllFCU)TABtE OFTHESUN'E v/ ! 1 FOR%PESF~ I"~ z i I i r ~ P.O.C.: IRRIGATION CONTRACTOR TO PROVIDE A 1° IRRIGATION METER 0~-_ P REMOIECONTINILVANE W WfiH BACKFLOW PREVENTOR (SEE DETAIL}. ~ ; ' WRHPfN RGP412TUBINGroSESUAtEDA G r n IRRIGATION CONTRACTOR TO VERIFY THAT PSIAND GPM OF METER I &TfRR1E IS ADEQUATE FOR SYSTEM. CONTACT LANDSCAPE ARCHffECT IF THERE IS ! P MINVVUM OF4'SELOWGRADE. ~ \V/ A DISCREPANCY BETWEEN THE PLAN AND SYSTEM AS INSTAUFD. _ ! 3D LID I I I GPM p~ I DRIP IID TRIP ~ M RR GATION CONTRACTOR TO PROVIDE WATER CAPCITY OF 30 GPM @ 55 PSI i ; AT SOURCE TO ENURE SYSTEM DOWNSTREAM OF WEI1 AND PUMP, ~ I I I GPM 30 I, 0 w INCLUDING A BALL VALVE SHUT-0FF. (SEE DETAIL FOR REQUIERED COMPONENTS) ! I ~I PS mI i I M P° SLOPE LAYOUT ~ ~ ~ I P I I r~ MS O 'V VALUE SEQUENCE ~ I I i II UNE RUSHINGVALVEPU)MSEDro PVO _ LY GPM I SLEEVES UNDER I I I I PAVEMEM \ - I) 5A OO ~ AREAPERIMEfER 0 VYAiH~PR~ ~ Z SIAEQUIRED AT NOZZLE m ~ AS snovrN,nP. ~I ; m I 1"IRRIGATION 1 I ~S°FT ~ 30 ExNAU3TMANIFOtD FVCSUPRYMANIFgD ] ~ W M Z I PS I j METER I 1 14GPM PREVENTOR PM I 1 SEE MANIFOLDTABLE ~~F~T/~ ~y / t'7 FOR%PESDE FORPB~ESIZE LL /V`r a _ D i I I 2" PVC SCN 90 DRrP I 1 LOOP MAIN DI200DlFE DRIPLINESIAFR CONNECRON O i I 1 IO C m i ~ 1 DRIP ORB+UNE'FOfd7012000 R(~4121ATE7VLLIUBBJG.IS'SPACING ~ W cn O NOTE: ALL MAINLINE AND LATERAL UNES SHALL 8E INSTALLED IN Z ! i ti•7 3 awvacwra~EFVruvE IXATEACH HNiH P01Nf) 7'OR000~A00 O ~ ~ J PLANTING AREAS AND SLEEVED UNDER PAVING AREAS AND AAE ONLY C j I ~ GPM p m I I 1 ~ENE~ NDER RCPd72T11oP1Gro BE BURIEDA AAFAPERQaEn72 U LQL N DIAGRAMMATICALLY LOCATtD ON THIS PLAN„ I ! As sNavN,nP. I I i MINIMUM OF4'eELOWGRADE .L LL AJR~ACUUMRELIff O ~ ~ W ! NOTE: I o 0 0 - P " WHEN DIGGING NEAR. EXISTING TREES,. FIELD ADJUST HEADS,.UNES AND j ~ Q ~ AR MWIMUM OF4'BELOWGRADE I- ~ O ! VIII VIII TRENCHES TO AVOID CUTTING ROOTS 12" AND GREATER IN DIAMETER,. I ~ I . ~BUUBCOWPUNETUSU7G ~ u, LL BC~ENIE)RED ON MOUNDOR rn I SEE MANIFOLDTABIE PVC E76IAliSFMIWIFOLD ~ O ~ W i ~ ~ 2'PVC SCN 40 NOTE: IRRIGATION CONTRACTOR SHALL SIZE PIPE SIZES NOT TO EXCEED 5 FPS ! LOOP MAIN I SCN 40 FaRPD'ESD~ sEEMAN~aoraefE ~ r- J 4AIN CONfROLVALYE FORPIPES~ ~ ~ (J FEET-PER-SECOND OF FLOW RATE. PSIAND GPM AT ALL HEADS SHALL i PERIMETER URERPLS LL I ! I p MATCH MANUFACTURERS DESIGN SPECIFICATIONS AS CALLED FOR ON PLANS I 7704 FROM EDGE I DETERMINED BY HEAD TYPE ON CHART. i I ~ PtDMeEDroPVC ~ UNEFUISHINGVALVE ! I IRREGULARAREAS:ODDCURVES ~ ~ • ( . I s ~ I END FEED LAYOUT sue! ~ ; ~ ~~i,, •.a~ I i EE NUSQFF SLEEVES UNDER P 6" POP-UP FOR TURF AREAS. 6 ! ! 2GPM PAVEMEN!' O / I ~ B AS SHAYN,TYP. j ' P I , O 12" POP-UP FOR SHRUB & GROUND COVER BEDS ADJACENT TO WALJ(S. ! 7 ~ M ; ~ I AND ADJACENT TO CURBS AND SIDEWALKS (12P) i sPRnr r_ ~ ~ UNE FU)StiMGVALVE ~IF ~ ~ ~ I I ~ II 1 ~ PM ?S PLUMBEDroPVC WW ~4~ O RISERS WITH NOZZLES FOR SHRUB & GROUND COVER BEDS ADJACENT TO t cr1lPiaiESDVZr ~ --ur>ERUSxwcvuvE coNNEC1aN I 808BLE F BUILDINGS. ! ~ C c;; °~cLaS1R°i r aN~ED fOR PusmmroPVC ~ADA~ - I ' GPM p~ ~ E 1NSl0f PLANT BEO PVC E%HAUSTMAMffOID ^~A ~ T"~ Date: APRIL 24, 2006 ® I I GEAR DRIVEN. SPRINKLERS:. HUNTER. I-25. PROFESSIONAL SERIES 8" ! p. I F D D F p F TORODL2000. FVCSUPRYMAMFOID $Cale: 1 °=201 POP-UP ROTORS. REFER TO NOZZLE SELECTION CHART A5 A GUIDE I tATERALTUBING, ISSPACING SEE MANIFOIDTABLE ~ FoRPD>ESIZE Revision: F ROP 0 TTER R FI RED ENTS. NOZZLE ! I cn~ Rc;Patzn~NGrosEeumEOA No. Oa1e: Description: SELECT N SHO ON P S ARE 0 BE ED AS IGN FLOW ! ' I 1 ~ 514/06 PER CITY REV. SEE MrWIFOIDTABlE REMOTE CONRtOL GUIDE ONLY. ' I 0 Y~~W~,PRV 2 519/06 PER CITY REV. FOR %PE S~ 012000,EE 3 d81Q7106 PER CITY REV BUBBLERS HUNTER PCN - 50 ON FLIX PIPE g 12E RDTOR DRIP i 2"PVC SCN 90 O REV SITE ONI~pUNDORDERM G 5 10 9 06 PER ITY REV: 2PM PS cPM P°s Loop MAIN REV SITE 3 5 tE11 SITE~3 IMS M «°~8~,~ AR tEV SITE~5 ' NOTE: ~ REV SITE 5 ! SUPRYMANffOlD AIRNACIIUM REIIEF SEE MANIFOIDTASLE VALVE FOR%PESRE 1. TREE BUBBLER WILL BE INSTALLED ON SEPARATE ZONES.DO NOT RGPd127UGNGro BE BUNIEDA MINVMMIOF4'BELGWGRADE PERDETER LITERALS INCLUDE BUBBLERS ON ROTOR OR SPRAY ZONES. SYSTEM IS ~ rroa•FROME~E Job No. DESIGNED FOR BUBBLERS ON SEPARATE ZONES. IRREGULAR AREAS: TRIANGULAR CENTER FEED LAYOUT 2. BUBBLER PIPING NOT INDICATED 1N ALL INSTANCES fOR GRAPHIC NFS ~ CLARITY 3. TREE ROOTS WILL BE PROTECTED Drawn by: Checked by; BY HAND DIGGING AROUND TREE DRIP LINE. Drip Irrigation Details ~ JT JT 4. FUR GRAPHIC CL.ARffY MAIN LINES AN,L~ OTHER LINES ARC LOCATED UNDER DRIPLINES OF EXISTING TREES THESE LINES WILL BE INSTALLED CLOSE TO STRUCTURES AND AWAY FROM THESE DRIPLINES. CONTACT LANDSCAPE ARCHITECT WITH ANY QUESTIONS. ORIGINAL Sheet RECEIVED ~~T ~ 5 200 PIANNIONG RW,4TERT P IRRIGATION PLAN of 4 1d9nIL3-1RRIG PLANrev4.d9n 1011912006 04:45:49 PM , GENERAL LANDSCAPE NOTES AND SP~IFlCATIDNS SHRll85 AND GROUNDCOVERS WfTH NURSERYMEN'S 'SURE-GRO' 12-4- SPREAD IRRIGADON NOTES 1.IMPLEMENTAl10N OF THIS PLAN AND SPEgFICADONS SHALL CONTOAM TO THE HIGHEST 12 BY BAOADCASRNG EVENLY THROUGHOUT THE PLANING AREA WITH A PROPERLY STANDARDS OF THE TRADE AND TO ALL FIAEVAILING ORDINANCES AND CODES.THE CALIBRATED SPREADER PER MANUFACTURER'S RECOMMENDED APPLICATION RATE 1.IRRIGATION CONTRACTOR SHALL NSIT THE SITE TO VERIFY ALL CONDITIONS AND ~ ~a~~ FERTILIZATION NOTES SPEgFlCATI0N5 CONTAINED HEREW SHALL SUPPLII~AEM THE WRRTEN SPEgFlCARONS THOROUGHLY WATER PLANT MATERIALS AFTER FERTIIIDNG. NURSEAYMEN'SURE GRO DIMENSIONS AS SHOWN 4N THE PLANS PRIOR i0 SUBMISSION OF BID.THE PLANS ARE ~P• hPo~ `~-~51 SCHEMATIC ANp THE CONTRACTOR SHALL DETERMINE ANY AND ALL NECESSARY NOTES= a MATERIALS AND LABOR NEEDm TO MEET THE INiENT OF THE DRAVANGS.IRRIGATION 1. ALL WOOD SHALL BE SPRUCE OR PINE-NOT PRESSURE TREAT 2 PRIOR TO SUBMISSION OF RID, THE LANDSCAPE CONTRACTOR SHALL NSiT 1HE SiTE 26APPLY 7(L 2G' GRANULAR HERBIgDE (COMNNS SURFlNJ) PER MANUFACNREA'S 2. CROSS TIES SHALL NOT CROSS DvER NODDY ROOTB. E-NOT PRESSURE TREATED. ~ SHRUBS AND TREES WOODY RDOT5. AND FULLY WFORM HIMSELF OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE CONTRACTOR SHALL BE RESPONSIBLE FOR PRONGING ANDOR COORDINATING PRIOR TO 3. REMOVE ALL STRING &/OR WIRE NRAPPEO AROUND TRUNK. ACCOMPLISH® DIRECTIONS TO ALLPIANF BED AREAS PRIOR TO MULCHIN&USE A PROPERLY BEGINNWG OFiNSTALLATION OFiRRIGATLON SYSTEM, WITH GENFJTALCONRNCTOR,IN 4. REMOVE ALL STRAPS, ROPES. N[AE, &/OR STRINGS USED T iPPEO AROUND TRUNK. &/OR STRINGS USED TO L[FT THE ~ ~ /UIU~SaRdS11NbSShal(t1afB161RedTyjlh•Ayiifoml"?A-15.5planting tabletsaftimeof CAl1BRATm GRANULAR APPLICATOR AND DO NOT APPLY CHEMICAL DIRECTLY ONTO RDOTBALL. RC-GAHDS TO TYPE AND LOCATION OF WATiA SOURCE, 5. REMOVE ALL BURLAP &/OA WIRE FflOM THE TOP OF THE flOD M TFIE TOP OF THE fl00T BALL. installatbn and pdorto completion of pit baddlling. Tablets Shall be placed un'Ifomlly around LOW FINISH SURROUNDING FINISH ~ ther00tmaSSatadepththBtisbetweenlhemiddleandbottamoflherOOtmaSS. STHE WORK INCLUDES.SQIL PRLPARAl10N,FlNISH GRADING, SUPPLYING AND PLANTING LEAVES OF PLANTS. 6. TOP DF ROOTBALL TO BE SET 2' BELON FINISH SuRRDUNDI 2.IRRIGARON CONTRACTOR SHALL PHONDE A R11LY OPERATIONAL IRRIGA710N SYSTEM GRADE. OF TREES, SHRUBS, GROUNDCON3IS, AND SOD OF THE SPECIES, SIZES AND QUALITY AS p~ BEDS AND TREE RINGS SHALL BE MULCHED WRH A 3° DEFiH LAYER OF PINE fl SHOWN ON THE DRAWINGS ANGOR AS SPEgflED HEREIN. FURTHEA,IHE WORK SHALL fOR 100% OVERLAP COVERAGE OF ALL LANDSCAPE AND TURF AREAS AS INDICATED ON RABIC MULCH,UNLESS SPECIFlED DIFFERENiLY ON PLANSD(PTH SHALL BE MEASURED 1HE LANDSCAPE AND IRRIGATION PLANS (SEE WRITTEN SPEgFlCAlIONS). WIDTH PER PLANS INCLUDE THE THIRTY DAY (30) DAY MAINTENANCE OF ALL LANDSCAPE AND SODSEED AVER COMPACRON. REMOVE MULCH FROM CANOPIES OF SHRUBS AND PROPERLY °NCK- a~C1~ APPLICATION RATE: ARFAS AFiEH FlNAL ACCEPTANCE BY THE PROJECT ARCHRECT AND DYYNFR'S 1 C~Ibn can: 1- 21 gram tablet HEIGHT. 3 talon can: 2-21 gram tablets REPRESENTATNE IN' MULCH ALONG EDGES. 3.1HE CONTRACTOR SWdL VFJ4FY EXISTING GPMPSI FROM THE PROPOSED WATER SOURCE SIREMO~~!°MERO~CK AND IF NE®ED,THE CONTRACTOR SHALI.ADJIJSTAND BALANCE THE PROPOSED ZONES ANDROADBASEMATERIALS 5 GalloRCan: 3-21 grem tablets 4. THE LANDSCAPE COMAACTOR SHALL PRONDE A LUMP SUM BID PRICE FOR A FULLY UNFS SHALT. HAVE WELL DEFINED TRENCH EDGES TO CONTAW MULCH. HEDGE IWES AS NECESSARY TO MEET ACTUAL GPALPSI REQUIREMENTS.THE CONRACTOR SHALL FROM PLANTING ISLANDS SHALL 8E LAID OUt Wn}1 STRWGLINE IN THE RETD PER PLAN tAYDIJT.TREES (ML TREE ORSHRUBR 7 Gallon can: 4- 21 gram tablets MULCH 3' FROM TRUNK Al1TOMADC,100X, OYELTIAP COVERAGE, UNDERGROUND IRRIGATION SYSTEM.IHE ALSO ADD HEADS AS NEEDEQ FOR FULL 10096 COV~iAGE IF SCHEMATIC PLAN LOCATIONS SEESEEPLANTINGDET LS CROWNISLANDS IRRIGATION SYSTEM DESIGN,SPECIFICARONS AND INSTAL1AT10N SHALL CONFORM TO IN A UNE ON THE PLAN SHALL HAVE THE TRUNKSf/WOPIES W PROPER APE LNSUFFlgINL IMPO BARK 6"T012"TOALLOW MULCH 3' DEPTH Trees: 3-21gremtabletseach1/2'ofgrlper AUGNMFNr UPON NSUAL INSPEGTION AFTER INSTALLATION: GROUNDCOVER AND SHRUB FORPOSTTIVEDRNNAG THE STANDARDS OF THE'IRRIGAl10N ASSOCIATION', 1911 N. FORT MYERS DRNE MULCHTYPICAI. FlLLT02-112"BELOW Palms: 7-21 gremtablets TILLED AND ~1009,AAUNGTON,VA 22209,AND TO THE STANDARDS OF THE 'ROPoDA IRRIGATION REDS SHALL BE PLANTED ON TLTIIWGULAR SPACWG WITH PLANTS INSTALLJB) AND FACED q,000RDINATE OPERATION OF THE RME-CLOCK FOR PROPER ZONE SEQUENgNG AND 7'OPOFCURB SOCIEIY'.IRRIGATION SOURCE SHALL BE SHOWN ON THE IRRIGATION PIANS,iHE F~ OPTIMUM GROWTH INTO THE BED. OPTIMUM WATERING TIMEVFAIFY RME~LOCK LOCATION AND STARLSTOP TIMES OF 2•x2•xq• STAK LOOSENED NATIVE GROUNDCOVER AREAS SOIL BACKFILL 'X2'X4' CROSS MEMB IRR1GAl10N CDiVIRACTOR ShW1 PRONDE AN RPZ BACI(FLOW PAEVENRON DEVICE PER OPERATION VNTH ONWEA.TIME-CLACK SHALL BE LOCATID ON AN DIT0110R WAIL IN A 'x2 LOCAL GOVERNING CODES AND ORDINANCES SIZE ACCORDWGLY.SUBMR PLAN PER 29•TREES,RALMS.AiJD SHRUBS STWl BE PLANim S0 AS TO MANRAIN ADEQUATE LOCI(ING WA1I~JIOUNTED UNff'PER LEGEND.iHE GENERAL CONiAACTOR'5 ELECTRICIAN Q FERTILIZER TABLETS A5 /Ul ropndcoveran?asshaUreceiveferblizaticnwilh'OrmoCOte'timereteaseferB7¢eras TECT®NIC~ CLEARANCE FROM 1HE EIXiE OF WALKS AND ALONG BUILDING WALLS.CURVILINFAR BED Shall PRONDE 120V,20AMP POWER SUPPLY TO 1HE TiME-CLOCK COORDINATE V WRff1EN SPEgFlCATIONS 1D ARCHITECT FOR APPROVAL ONES S II=IIII=III I=III HALL BE ACCURATELY SCWEQ FROM PLANS AND LAID-0llT iN THE FlFID.IF ELECTRICAL SUPPLY REQUTAQ4ENB 4N01 THE GFNETLIII. COMRACTOR. ~ =III I- -III SPECIFIED. PLACE UNIFORMLY g t~ AROUND ROOT MASS BETWEEN manufadurel'sspeafications. 5. THE LANDSCAPE CONmACTOR SHALL SECURE ANY AND ALL NECESSARY PFAIdITS FOR THE FlHD CONDITIONS ARE DIFFERENT FROM PLANS, IMMEDIATFIY NOTIFY THE LANDSCAPE ~ _ _ ° i,.y MIDDLE AND BOTTOM OF ROOT it MASS. desi n rou tntemational, inc. ROOTBALL ' r . ~ 4' t ~~UNOISTURBED SOIL g ~ p ARCHITECT OR ON-SAE AEPRESETITATNE FOR F1EID ADJUSTMENT OF MATERWS. 5.PIPING ON PLANS IS DIAGRAMATIGILLY' ROUTED FOR GRAPHIC CURffY,ACTUAL =IIII- I- 2x2 x4 18•MIN.O WORI(,PFIIOR TO COMMI]VCEMENT OF HIS OPERATIONS ONSITECOPIES OF 1HE PERMTS _ ORDSS MEMeER SHAIJ. BE SENT 1D THE NTCHIIECT AND OWNER'S (X)NSmUCTION REPRESQ4TAINE IF PLACEMENT SWV.L BE LOCATED WITHIN PROPERT! BOUNDARY AND IN 'GREENSPACE' IIII-IIII~~~I- ' "'~."I~ - z-rxa' STAKE W/LONG TAPER LANDSCAPE ARCHffECTS REQUESTED. 3D.THE LANDSCAPE ARCHAECL RESERVES THE RIGHT TO MAI(E MINOR ADJIJSTMEMS,IN THE AREAS ApJgCFlgT' TO PAVNG OR SIRWGRIRES AS PER INDl15THY STANDARDS. 1i3 PRE~Pq PLANNING SOILS I FIELD,TO THE LOCATIONS OF TREES,PAIMS,SHRU&5 AND GROUNDCOVERS,WTTFIOUT C(X)RDINATE INSTAIATION WRH PLANTING PLAN 50 CONRICTS WI1H PROPOSED NATIVE SOILLBRCKFEO I ll~l l l i ~i i~~ SONL 18' INTO UNDISTURBED LAND PLANNERS 6. THE LANDSCAPE AND IRRIGA110N CONTRACTOR SHALL BE PROPERLY UCENSm AND CHARGE FlLOM THE LANDSCAPE CONTRACTOR. RENS(ONS CAN BE MADE FOR AL-STHETIC LOCA710N5 OF TREES, PALMS AND SHRUBS WILL BE AVOIDED. PLACE PPING IN 2'X2'X4' STRnE-= 3 TO 5 TIMES THE WI?TH URBAN DESIGNERS INSURFD.SEE WRTTEN SPEgFlCATIONS. ~ HEALTN,SAFETY WELFARE REASONS OR REQUEST FROM OWNER. TRENCH ADJACENT TO CURBING OR EDGE DF PAVEMEM WHERE POSSBLE. DRYNALL SCRENS OF THE ROOTBALL 7.ALL WORK W 1HE RIGHT OF WAY AREAS SHALL CONFORM TO THE STANDARDS AND 31•SODDING IS RCl1UIRED IN ALL UNPAVED AREAS WITHIN THE SITE BOIWDALBES UNLESS 6.CONTRACTOR SHALL REFERENCE THE (ANUSCAPE PLANS AND SPECIFlCATIONS lO 2011 CLEVELAND ST. SUITE E TREE PLANT I NG - TAMPA, FLORIDA 33606 SPECIRCATIONS OF THE LOCAL ANI3OR STATE HIGHWAY JURLSDICROM. OTHER WISE SHOWN OA NOTm:ALL SDD .AREAS SHAM BE PIANTm W7Ri ST. DETTTIMINE WHERE' IRRIGATION HEADS SHALL RE INSTAUID ON RISERS: HEIGHTS' OF TYPICAL PLANTER ISLAND DETAI L AUGUSRNE 'FLORATAM' ,SAND GROWN, SOLID-SOD TYPE AS SPECIFlED ON PLANS. SOD ALL RLSEAS SHALL BE ADJlLS1ED AFTER LANDSCAPE INSTALLATION LS COMPLETE. 2 DETAIL SHAH BE FREE FROM PE51S AND W®5, WD W STAGGERED ROWS WITH NO GAPS, RISiAS SHAM BE PAINIEb RIACK WfiH PROFESSIONAL QUALITY FlAT ENAMEL SPRAY L B. CONSTRl1CTlON EQUIPMENT IS NOT ALLOWED ~d SAE UNRL A HABITAT MANAGEMENT ANO NO SCALE L FI. Reg. Lic. # 254 REVN. r s /BD 813 256-4504 ph. LANDSCAPE PHTMR IS W HAND,(IF REQUIRED BY LOCAL ORDINANCE). ROLLFD,FERTILIZm AND WA1FA® IMMEalAT13.Y AFTER INSTAl1ARDN. SOD SHALL PAINT.ADJUSi SPPoNKLEH ARC, RADII, AND TRAIECTORY AFER LANDSCAPE .NOT BE LAID ON TOP OF WEEDS, SRCKS,.ITOCKS ETC. PRIOR TO SODDING OR SEEDING, INSTAIIARON LS CAMPI FTFTT TO ASSURE 10096 OVERLAP COVERAGEALL RISERS SHALL 813 258-4604 ix. 9.THE LANDSCAPE CONTRACTOR Shall VEHiFY ALL IJALRY LOCATIONS 5TWG AND TREAT SOIL Wi1H 'ROUND-UP' PLANT bLLER AT A RATE OF 2 OZPER GALLON OA AS gE ~A~p yyp}{ A GALV.5TAWlESS STEEL. EMT STAKE AND SEgJRED BY TWD ~ PER. MANUFACTURERS INSTRUCTIONS, ALL DEBRIS SHALL RE REMOV® PRIOR TO LAYING STAINLESS STE9. CLAMPS NO RLSER SWUl BE INSTALLED ADJACENT TO ANY INSTALLIOCMADSCORRUGATEDDRAINPIPE BEFORE PIANIINGTREESPALMSORSPEGMENRFMS ~-1¦ ff.GROUNDWATER IS IXCESSI1rE ORSGLS ARE PROPDSED),REIAIID PANNG,ELEVATIONS,WATEAAND ELECTRICALSl1PPLY,ETC, PRUNEIXCESSeRAL1CHING PRIOR TO STARE OF VIORK NDRFY THE GENERAL. CONRACTOR AND THE SOD, SOD RETENTION SLOPES AND BOTTOMS WffH ARGENTINE KAHN SOLID SOD, PIDESTRIAN WALKWAY.12' POP-UP HEADS SHALL <TE USED IN GROUNDCOVER BEDS SH PEAS DI BAY HEAV7CLAYMAW.CONGCOIYtERARATE FlLLWAS USID TO BRING SffE UP TO FINISHED GRADE PEGGING SOD ON SLOPES 3:1AND GREAl1A.SOD ROLLS SHALL BE WD,HORIZONTALTO Al1JACENi7D WALICWAYSANO IN PARKING' ISLJWI),S (TYP:) iANUSCAPEARCHITC-CT ARCHITECTAWNEA'S AGENT IN WHmNG OF UNSATISFACTORY CONDmONS PRIOR TO PREVlNUNG SLOPE TO MINIMIZE FITOSION. GUYWIRESIIES y ~ RUBBERI'REETIE GALV.WNREIIE TREEORSHRUBRODTBAl1 (~eDlarfirodagW) START OF WORK START OF WORK WILL INDICATE ACCEPTANCE OF CONDITIONS AND FULL RESPONSIBILITY FOR COMPlETEO WORK. TCONTRACTOR SHALL DETERMINE LOCATONS OF ALL IWDFRGROIWD 11RU11ES AND A9~FlELO~STO(X T~RC£EESS SURVEYORS FLAGGING TAPE-FA WIRE w 32ANY AREAS SUBJECT TO BTOSION (EG.GdLASS SWAlES, RETINRON AREA IMPROVEMENTS PRIOR TO START OF WORK ONSRECOORDINAIE WTIH THE GENERAL it to ESH~APE~AYS°I 3"~L'OFFARnISAIICERAT flNISHGRADE ~ 10.VFAIFY ALL UNDERGROUND AND ABOVE-GROUND UTILITY IDCATIONS PRIOR TO ANY BE STABILIZED BY SOLID-SOD. CONTRACTOR ANO SLTE IJGHRNG CONmACTOR WR INSTALLATION OF PROPOSm BYIANDSCAPEARCHRECT PFRIMETEROFWELL - IXCAVATI6N.IF UNDERGROUND CON51Rl1ORON, URUIIES OR OBSTRUCTIONS ARE UGHBNG AND ELECTRICAL CINJDURS.THE IRRIGATION CONTRACTOR SHAH BE 3'oFMULCH a~~1 `_~'HIGHGROUND WATERTABLE iNCOUMERED DURING THE IXCAVARON OF PLANTING AE~AS OR PITS, IMMEgATfIY 33•LANOSCAPE COIgIRACTOR SHALL RE RT~PONSIBLE FOR SiTE EROSION REPAIRS IF SiTE RF•$pQNSIBLE FQR THE IMMEOIAIE REPAIR OF TINY DAMAGE CAUSED 8Y'HIS WORKTHE 3" WATERING BASIN - INFORM THE OWNER'S CONSTRIx;RON REPAESENTATNE TION IS FlNAL-GRADm BY GENELiAL CONmACTOR f-0R SODDING ANO A DELAY OF SODDING IRAIGA710N CONTRACTOR SLWJ. RF1W SOLE AESPONSIBILffY FOR ANY AND ALL DAMAGE W s ~ 4ADSPIPESDUOPIPETO / _ AL7IANATE LOLL S FOR THE ACTMTY BY LANDSCAPE CONTRACTOR LS DETERMINID TO HAVE CAUSED EROSION DAMAGE 1FIAT RESULTS FROM HIS ACTIVRIES DUE TO IMPROPER VERIFlCATiON OF UTIIRIES' RNIBH GRADE ~ a ~ ~ PLANT MATFAIAL(S)WILL BE SFJECTED BY THE ARCHITECT OR AGENLSUCH gIALIGES ~ FNW. GRADE ANDOR OPERATOR ERROR DURING IXCAVATIONSSEE RELATED CML PLANS FOR ~ ° OUffALLSUCHASS70RM SEWER ORRETENIIONPOND 'd `CRUSHGRANnEORSIAG DUCKBILLANCHORS,TYP, /R DO NOT USEl1MESTONE W LOCATION SHALL RE MADE BY 1HE OONR4CTtlR WTMOLJT ADDIAONAL COMPENSATION. ADDiRONAL INFORMATION. eACIffILLSWJLBEN3S01L pRAINTO RETElInON PONDQR LOWARFA MATERIAL INSTALL UNDER aFSITEALIERNATIVEI5TOPUNGfTHROUGH 2 ROOTBAL1,ANpARpUNp 34.FERTTl1ZE TURF AREAS WRH 161-8 ffRRL~i AT THE RATE OF 10 LBS OF AIXND~1r~PR~EP~AR~FDP~uumNGS01L 11.THE LANDSCAPE CONTRACTOR SHALL BEAR SOLE RESP~JSIBILITY TOR ANY AND ALL NITROGEN PER 100D S:F.OF TURF ATTEA:WATER AFTER FERiIUZARON TO THOROUG L TOP1I30FROO~iBAL1~D~0 ~ IXCG.AVA7mFROMPWInNGPR THE CLAYCONTAINMENTIAYERANDDRAlN ENDOFADSDRAINPIPE AND1lOPREPAREDPIANIINGSOIL INTO SANDIAYERBENFATN COHTAINERDUI DAMAGES THAT RESULT FROM HIS Af"TArR1FS DUE TO IMPROPER VERIRCATION OF H Y S.IITRIGARON CONRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED 8Y GOVEAMNG FLLLDRNA7NESOIIS NOT PLANruNOwRAPPEDTREES 2~~ UAlR1ES ANGOR OPERATOR FAAOR DURING IXCAVARONS. SEE RHATED CML PLANS THE SOB. AGENCIES. SUBMR COPIES OF PERMTB TO OWNER'S CONSTRUCTION REPRESENTATIVE. R@AOVEPOi CONTAINER DUI 2-RMES REMOVE&iRLAPFROMTOPIl30F CONTAINER DUI ROOTBALLCLIPVYUIEBASKEfAND FOR ADDITIONAL INFOAMAiION AND COORDINATE ONSTiE WRRL 1HE GENERAL IRRIGATLON GONTRACTOR Shall 13E PROPERLY UCf3dSED AND INSURED. _ CONTAWERAND 35.THE IflAIGARON SYSIEAL StU~ll. RE FlJLLY OPERATING FOR A PERIOD OF'fWEMY-FOUR REMOVE TOP 11300 NOTPLANT Note: unoWRAPPEDTREC.s Tti~defalTshallapphrforall goody drailW:d sih~. The implementation ofihis CONTRACTOR AND OTHER TRADi~ PPoOR 1D START OF WORK HOURS PRIOR TO START OF PUWTING OPERARONS.THE LANDSCAPE CONTRACTOR SCOW. SETROO76ALI.REIATNETOSLOPEGI 9ADJUSTSPRINf(lFA ARC,RAOII,AND TRAJEC70RYAFiER LANDSCAPE-INSTALLATION IS DO NOT SETLOWERiHANFIL85HEDGl ULLLREIATNETOSLOPEGRADE ~ detalTShagbethem5pDi151bjGlyoldlecontracforUponassessmerlt TLOWERTHANFIPoSHEDGRAOE aftheexisihlgsifeconditions.TheCOntradofidtallnpii(ylfieengin8er 12ALL E>aSIING TREES SWLU. BE INSPECTED BY THE LANDSCAPE CONTRACTOR TO THE ~ RESPONSIBLL TOR PRONDING ANY ADDIRONAL HAND-WATERING AS NECESSARY FOR COMPLETED TO INSURE 100% OVERLAP COVERAGE INSTALL PROPER NOTICE AS FlEID DETEAMWE THE EXTENT OF IAIMMN4G AND PRUNING REQUIRED TO 'SHAPE-UP' TiI~S. ~S, SHRUBS; GROUNDIX)VERS AND TURF AREAS PPoOR TO RNAL ACCEPTANCE CONOmONS REQUIRE FOR OVERLAP COVEFWGE RAISE OR LOWER SPFINKLER HEADS AS flihese goody drained sail tondtions ale found during construction. REMOVE DEAD BRANCHES AND FROND,AND PRUNE BRANCHES HANGING OR GROWING-BELOW REaLII~D- SHRUB BED PLANTING DETAIL TYPICAL SLOPE PLA 36.THE JOB SRE SHALL BE KEPT ORDERLY AND REASONABLY CLEAN ON A DAILY BASIS _ LOPE PLANTING DETAIL POORLY DRAINED SITE DETAIL W l1FT.TH15 WORK SHALL BE DEFMm PART ~ THE LANDSCAPE CONRACTORS CONIRACf. Ix)RING CONSTRUCTION OPERATIONS. UPON COMPIETION,THE LANDSCAPE CONTRACTOR ~ NO SCALE FOR SERVICES FOR THIS PROJECT SITE iD.WHEITE MAINLINE OR LATERAL LINES ARE COVBTm RY PANNG,A SgLEDULE 40 PVC NO SCALE NOSCAIE FORTREES36LANDLARGFR LJ 0 SFUV.L REMOVE ALL DEBPoS AND WASTE GENERATm BY HIS OPERATIONS ONv°RE, SLEEVE SHALL RE INSTALLED WRH IIiE SPECIFlm LATERAL LINE AND STUBBED UP 13.SETE CONTRACTOR SWVLL PRONGE THE LANDSCAPE CONTRACTOR WITH A FlNISH GRADE INCtIIDWG THE CLEANING OF WALKS AND PAVNG AS NECESSARY- VL7TH END CAPS AS SHOWN IN DETAIL SLEEVE S¢E Shall BE TWO RMES LARGER OF (PLUS OR MINUS) ONE TENRT OF ONE FORT. GRADE SHALL BE CLEAR OF DIDPoS AND (I:D:)1HAN THE SIZE OF THE LATERAL. UNE °WET~'IPE' S~ INDICATED ON THE REMOVEOUTERANDLOVVER Z VJFFID GRDWM. RNISH GRADES ADJACENT TO PAVING SHALL BE TWO INCHES (2'J BELOW 37,THE LANDSCAPE CONTRACTOR SHALL 8E RESPONSIBLE FOR TAKING ALL NECESSARY PLANS SPREAD FROIaDS BEFORETYING___~ TOP OF CUABS,WALKS OR PAVNG IN ORDER TO CONiAIN' SOD OR LAUCgL AS SPECIFlFD. MEASURES TO PROTECT THE CONTRACTOR'S INSTALLID ANDOR ON-SffE MATiAIALS FTdOM SAE CONmACTOR SHALL IXCAVAIE ANY LIMESTONE RASE MATERIAL OR OTHER THEFT PRIOR ~ ~ ~ b fl4dtl 1 F WITHORGANICTWINE MATERIALS NOT CDNDUgVE TO PROPER PLANT GROWDL FROM ALL PIANiTNG AREAS. HALL MAINLINES SWVl BE BLILBED A MINIMUM OF 18' BELOW FlNISH GRADE MAINLINE a 0 Y ,V y , 38ALL PLANT MA ~ Y ~/p •r ~ t~ TEAIAL SHALL BE GUARANTEED TOR ONE CI}YEAR AFTER FNAL ShIAI-L BE BURIED A MINMUM OF 24' AT RDAp CROSSINGS. ALL LATERAL. LINES ~ r WHERE INDICAIED,THE SITE CONFWCIDR SHALL PRONDE BERMS, MOUNDING OR CROWNS J<' Y I''~~t~y 3'CYPRESSMULCH,TYP TRIM INNERFRONDSAROUNDBUD o y V/f ~ t/i TO RELEASEPAESSUREONBUD w G,t~~ DURING INSTALLATION TO PARKING ISLANDS OF' INDIGENOUSNIABIE SOB. COMPACTED TO 'INiEMY-ENE ACCEPTANCE. ALL TREES, PLANS ANGOR GRASSING NOT FOUt~ IN A HEALTHY GROWING SHALL BE BURIED A MINIMUM DEPDi OF 12° LLEIOW FlNISH GRADE INSTALL MAINLINE 7 CONDfTION AT THE END OF THE GUARANTEE PEETIOD SFIALL. BE REMOVED FROM THE SiTE IN SAME TRENgi AS LATERAL LINES WHERE POSSIBLE a n _ ~ y"'~I L Y ~~Lf 7 CIffAFTER90DAYS ~ ~ iREEBEYOND ~ y"~II~ ~~L ~ F'IANfED0U151DE PERCENT. CAOWM PARKING ISLANDS TO A MAXIMUM OF 12' iD THE CEMNR f-0R as ~ ~ l~ ) AND. REPLACED WfTHIN TEN (10)DAYS AFTER WRATEN NDTlCE.fVl PLANE f t DRAINAGE iMD1 A SLOPE NOT TO IXCEED 3:1.IF THE EXISTING GRADE WITHIN THE ~ 2'•6" i r" I ~i HEOGEt»IE,TYP• 5}2X4X3'WOODBATfEN5 ~ ~~~~y ~ BANDEpTOTRUNKWRH p O r DAIPIINE OF AN EXISTNG TREE SHOWN TO RFIMIN IS MODIFlED BY SIX INCHES (6'} RIPIACEMEMS SHALL BE OF THE SAME KIND AND S~ AS SPECIRm IN THE PLANT 12ALL POP-11P SPRINID-EA HEADS SHALL RE MSTAIIED ON 12' OR 3'4' X 18' SPEARS HEIGHT MULCH 3' FflOM STEMS W7iHIN7~ OPO~F SOD I p I d SPEGFlEDPlAN11NGMIX 7'STEELBANDS~ Y I" OR MOA~TITEN THE SITE CONTRACTOR SHALL FlTONDE TfTEE WELLS OR LIFTAINING UST. THE RFPIACEMFNiS SHALL BE Ft1RNISHFD;,AND INSTALLED AS HEREIN SPEgFlED FlDC FIRE .CONNECRON..FLIX RIPE CEMENT SHALL BE USED ON ALL.CONNECLIONS CURB,TYP. A~ LTry AT NO ADDRIONAL COST TO THE OWNER, THE IRPoGARON SYSTEM SWUl BE BEIYVEEN FID08LE PVC AND RIGID PVC, N WALLS AS RFAUIRED FOR THE PRESERVATION OF EXISTING.IREES TO REMAIN, SEE ~ /I lt~ ~ / WATHtaTAMPTO j Z - 'M REMOVEAIRPOCI~TS 2X4X3'BRACESI3MIN,) f w ~ V LY GUARANTEED FOR ONE (1)YEAR AFTER FNAL ACCEPTANCE FROM DEFECTS IN MATERALS 3' MULCH LAYER ADOiDONAL SPEgFlCATIONS AND DETAtL FOR 1REE BARRICADES. G acatloNl¢•nc=ELLATEIaaI.- AN WORIQ,UWSHIP.SEE WREfTFIV SPEi;IFlCARONS. 13ALL WIRE SPILCES SWUl BE MADE W VALVE 80XES USING RAINBIRD "SNAP-IRE' 1 ~ 7.5CM-19CM ~ _ I PRCPERTYDNE FARTHSAUCERAT 39AN "AS-BUILT" OF THE IANDSCRPE.AND IRRIGATION .PLANS SWUI BE A7ADE BY 7NE WIRE SP11CE ICt15 AND SEALANT: ~ ~ TYPICw.IRwcAnoN - 14.N0 GRADE CHANGE SWILL. OCCUR' WITHIN THE CANOPY'DRIP IRJE OF PINE 1REE5 AND / / RIOIDt°IACEM@ri - SLOPETO SWNE PERIMETER OF WELL ~ 7/J T}iE CANOPY DRIP UNE OF HARDWOOD TREES TO BE SAVED. THE FOOTPRINT OF LANDSCAPE AND IRRIGATION CONTRACTOR.IHE 'AS-BUILT' SHAH BE UP-0ATED DAILY FEATIL[ZEFi TABLETS AS SPECIFIER. PLACE ~ = AND SHALL BE KEPT ON-SITE AT ALL 11MES DUCTING THE OONSIAIJCRON PERIOD,ANY 14.WIAE SHALL. RE OF-60A. VOLT DIRECT BURUIL 14 GAUGE WIRE INSTALLED DIRECTLY IN UNIFRAMLY AROUNB AORT / / / PREPARER PLANT]NG SOIL ` I-._ n W _ w V W lmtlllES (I:ESTORM, SANRATTY, PDWETIIINES,wATER, SEWFIT,ETC.) AS 1NELI. AS AND All DEIMRONS FROM THE ORIGINAL CONSTRUCTION DOCUMENTS SHALL BE DULY THE RPE TITETLCH, BUNDLED AND TAPED EVERY lIIJ FEET ALONG THE MAINLINE WTM MA55 RETNEEN MIDDLE AND / / 1 u'" ~ ~ ~ ~ - THE LIMITS OF 1TiENChBNG OR RLL MATFJTIAL IS NOT PERMITTED TO ENCAOAgi WITHIN sorTDM aF aoDT MASS ~ ~ NATArES01LASBACIffILLORAMENDEO W ~ w _ _ H o ~ SOILASREQUIREDBYSOILANALYSIS ] ~ _ _ ~ Z lA THE ABOVE STATED LIMITS. ANO ACCURATaY RECORDm.A R9~HODUCIBLE OF EACH 'AS-BUILT SHALL BE RRONDEO FJ~ANSION LOOPS PRONDm AT EACH VALVE.'NWITE° COLOR FOR COMMON AND 'RED'~T ~ - 8Y THE LANDSCAPE AND IAAI S- 0 R R I ~Ex UNDISTURS D GABON CONmACTOR TO THE OWNER' CONSTRUCR N COLOR FO CONROL NA ES. AT RME ~ NSPECRON, WIRE iHAT QOES NOT CONWRM IsT1MC E SOIL FERTIUZERTABLETSAS W t~ SPEGFlED. PLACE \ REPRESENTATNE AND TO 1HE ARCHITECT PRIOR TO FlNAL ACCEPTANCE AND PAYMENT OF TO SPECIFlCATIONS SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S (EXPENSE. oasrrtlG ~ 3 70 5 TIMES M[DTH 15:REQl11RED IAEE'BARPoCADES AND EROSION CONmOI MEASURES MUST REMAIN INTACT RET~i~IAGE OF RDDTBALL 2RME5 ' GENERALCONTRACTORSIIM1LL ~ I ~n~ /l l~y 7J3SOIL D(5CI A ATED UNIFORMLYAROUND ~ / m SUBGRP?EFROMPWmK NG RETdOYEBURLAPFROM. FIiOMPIANTINGPIT ROOTMASSBETWEEN TOP1f30FR00TBALLDO 2T1MES AND1i3PREPAREO MIDDLEANDBOTfOM THROUGHOUT CONSTRUCTION. EN(XTOACHMEM INTO OR FAILUITE TO MAINTAIN THESE - 15.BffORE SPF31NI0-Efl HEADS ARE SET, TiiE CONTRACTOR SWllL OPEN COMROL VALVES AND BARRICADES VACL RESULT IN ENFORCEMENT ACTION WHlgt MAY INCLUDE gfATIONS 40AT 1HE TiME OF FlNAL ACCEPTANCE, THE LANDSCAPE COMRACTOR SHNl PFTONDE THE FLUSH THE LINES THOROUGHLY WiTH A FULL HEAD OF WATER TO BE SURE THERE IS NO SHRUB & GRDUNDCDVER PLANTING DETAIL RooTBALLtI1A. 1211ME5 ~ NOT PLANT LINOYVRAPPEOTREES PLANi1NGS01L OFROOTMASS Q Z Q OTBAI.f.01A.. PW7nNe,TYP. FERTIUZERTABLEISAS CONTAINERDIA ~ 0 N ANDOR PERMR OWNER WITH A MAINTENNNCE MANUAL CONTAINING WSTRUC110NS FOR 'THE PROPLTi CARE FOAPoGN MATTER IN THE UNE3.THE COMRACTOR SHALL TEST THE LINES FOR Ci~.ARNATER IMDEx NG. 905, sH, t SPEGFlEO. PLACE NOTE BUD SHALL BE PERPFNDICUTAR t j. UtaFORMLYAROUND DONOTCANDLESTICKPALMSUNIESS TO GROUNDPlANE1RUNKSHALLBE OF 1 OF ALL MAl17lW.S SPECIFlC TO THE J08.INClUDE IRRIGATION TIMECLOCK OPERATING LEAKAGE BY MAINAWWG A FULL HEAD OF PRESSURE (1M PSq FOR ONE HOUR WTM REV. 7/35/99 16ALL STOTINIWATER RUNOFF MUST BE DIRECTED TO THE REIENRON AREAS. DIRECTIONS AND MANUFACTURERS LRHTATURE 70 OWNER'S'REPRESENTATNE, CAPPED ENDS AFTER LINES ARE CAMPI.ETE. N.T.S. ROOTMASSBEIWEHW SPECIFICALLY DIRECTED BYLANUSCAPEARCHfTECT STRAIGHTANOWITHOUrCURYES OFRO TT~NpNS~,S~DIGSABALPALMSVNTHR001BALL3TIMESTRUNKDUIMTER NOSCAREDORBLACKENED'rRUNKS O ~ ~ O 17PLANf MATTAViL ShVill BE GRADED FLORIDA NO.10R BETTER As ED TINDER CONTRACTOR SHALL INSTRUCT 1HE OWNER'S REPRESENTATIVE HOW 70 PROPERLY OPERATE TYPICAL HEDGE PL ' OUTLW TME 1HE RMECLOCKTHE OWNER SWILL BE RESPONSTBLE f-0R THE. PROPER MAINiENANCE ANp 16Ai ANY. TIME. WRING THE INSTALLATION OF THE IRRIGATION SYSTEM EN THE. Q SEDGE PLANTING DETAIL PALM TREE PLANTING DETAIL ~ 11=. ~ °GRADES AND STANDARDS FOR NURSER(' PLANTS', PARTS LAND B,STATE'OF FLORIDA, WAIHIING OF THE LANDSCAPING AND TURF THIHTY (3D) DAYS AFTLA ACCEPTANCE, CONTRACTOR,THE OWNER,ARCHffECTAND OR LANDSCAPE ARCHITECT MAY NSR THE v - DEPARTMENT OF AGRICULTURE AND SHAH CONFOILM TO AAN STANDARDS FOR NURSERY STOCK ANSI2601-19ii0 SfiE TO MAKE OFFlCV4L INSPEC110NSU('ON REQUESf,THE CONTRAC70R WILL 8E 9 No SCALE FOR TREES35LANDLARGER ~ ~ N 4, ~ ~ ~ 0 ( ) 41.THE SUB(X)NAACiOR SHNI. SUBMR TO THE ARChOfECT TOR APPROVAL, PRIOR TO START REQUIRED TO UNCOVER SPECIFlED WORK AS DIRECTED RY THE INSPECTOR WfR10llT , 18:N0 SUBSTITUTIONS SHALL BE MADE WITHOUT THE'EXPUCR VYRRTEN Pl)TMLSSION OF OF WORK, THE FOLLOWING COMPENSATION.SHOULO THE MA'iERIAL,WOf1KMANSWP OR METHOD OF INSTALLATION 4' THE LANDSCAPE ARCHRECT. PLANS SWU1 BE BID RY ALL BIDDERS AS SHOWN. SUBMfr NOT MEET 1HE STANDARDS SPC-CIFlED HEREIN,THE CONTRACTOR SHALL IMMEOWIELY WRITTEN VERIFICATION OF AN1" PLANT MAIEAVtI(SJ'DLAT MAY BE UNAVAILABLE AS MANUFACTURER'S Cl1T-SHEETS WR IRRIGATION COMPONENTS WITFI ALL SPRINKLER REPLACE THE WORK A7 HIS OWN E7~ENSE. SPEgFlm,TO THE (ANDSC/+PE ARCHITECT. HFADS,PVC PIPE,VAI-VFR,VALVE BOXFS,Pi1MP,CONTROLLER,AND MISCElIANEOIIS - . - - - - - 314'HOSE BIBW7TH itlOF ffi4'HOSE n , { usx(VUOE /A\111 PIISnCVALVEBD% A /vW L~L FRTWGS INCLUDED. WDICAIE MATERIAL SPECIFlCATK)N,TYPE, MODEL NUMBER ANO ~ VATH CGWER ~ L J. ~ vr, J 19.000RDINATE THE INSTALLATION OF TREES AND PLANTS SO AS TO NOT 0&SCURE 1HE MANUFACTl1REA. 17.THE OWNER OR HIS DESIGNATED REPRESEMAITVE WILL RESPOND WmBN TII4 (10) DAYS esFwly : ; ; AFTER NORFlCATX)N BY THE CONTRACTOR OF COMPLETION FOR -THE PURPOSE OF _ - - - - - Sf(E NSIBILTiY TRVdJGLE AT INTERSECROIJS AND' THE NSIBIUIY' OF DIACC110NAL IITRIGADON PLAN AT 1° = 20' DELINEATING ALL HEAD LOCATONS VYfTFi TYPE OF MAKING A FlNAL INSPECTION OF 1HE SYSTEM.IF FlNAL ACCEPTANCE IS NOT GNEq vrsnt~rEU - • - FlNI6HGRAQE r SIGNS OR LIGHTS. RECD ADJUST TLTEE AND PALM LOCATIONS AS REQUIRID TO AVOID - I ~Y/ (A ~ C~ U Iq"EILPUCSCHEOULE40 CONFlICT Wmi LIGHT POLES, ETC.THE'OWNER SHALL PROPERLY MAINTAIN 1RFF5 AND SPMY OR ROTOR NOZZLE INDICATED, MAINLINE AND IAIERAI. UNE VJ(R-I PIPE SIZES, AT THIS INSPECTION,A 'PUNCH-LISP OF UNSATISFACTORY ITEMS WILL BE PREPARm Dae~reummFV. ` ~ PLANT MATERW.S AFTEI FNAL ACCEPTANCE IN OAOER TO MAINTAIN UNOBS1Tl1CTED VALVE S~ AND LOCARON,SCH.40 SLEEVE LOCARONS,BACKROW DEVICE SIZE AND FOR COMPI.EiION BY THE IRRIGATION CONIAACTOR.AT SUgt TIME AS AJl "PUNCH- ~ 1YPOIWPSPRAYHEAD- HWPSPRAYHEAD CONTROLVARE LDCARON,ETC, SHOP DRAWING- TO BE PRONDED BY CONTRACTOR IF N07 INCLWDFD IN UST ITEMS HAVE BEEN COMPLETED AND APPROVED BY THE OWNER OR HIS DESIGNATED wKtaO NSIBIIITY WR PFDESmVWS AND VEHICLES ~NpgCppE ARCHRECTS DESIGN PACKAGE FOR BID. REPRESENTATNE,THE CONRACTOR ShWI BE NOTIFIED IN WRmNG OF FlNAL ACCEPTANCEFlNAL ACCEPTANCE BY THE OWNER WILL NOT.BE GNEN UNTIL ALL l' 20.IN THE EVEN OF A VARIATION BERNEEN 1HE PUWT UST AND THE ACTUAL NUML#A OF MANIFACTURER'S CIRSHEETS FOR ALL LANDSCAPE MATERIAL. APPLICATIONS ANO SOIL T;EQUIRm SUBMRTAIS AND "AS~IIILP DRAWINGS hIAVE BEEN TUTWED OVER TO THE Rrssrtanrmmtu > PLANTS SHOWN OR NOTED ON 1HE PLANS,THE PLANS SHNl CDNIROLLANDSCAPE SAMPLE TEST RESULTS. CONTRACTOR SHALL AMEND SOIL AS L1C-QUIRED FOA PROPOSED OWNELL AND LANDSCAPE ARCHTTECL ',,.r.r,~. PvcumtutRa£ ARCHITECT SHALL BE NORFlFD OF ANY DI~IFPANCY DURING RID PROCESS IN ~Y~// , ATERAL LRd: i ri . PLANTINGS WRRING. 1STHE IRRIGATION CONTRACTOR SHN1. f~P ONE RECORD SET OF BLUELINE PAWTS OF TOSPWNiD.ERS ~ i - w' LANDSCAPE AND IRPoGARON SgLEDULE OF WNSTf1UCTI0N EVENS.SCHEDULE SWILL BE THE SPRINILER SYSTEM IN GOOD CONDRION AT THE SITE AND MARK ON 1HEM 1HE SCHEDULE80•PVC NIPPLE G ~ ~ • ' ~ h e.' +M 21.PlANTS. ANb TREES SHALL ~ SET PLUM&AT THE SAME GRADE AT WHICH THEY HAVE COMPREHENSNE AND All-INGLUSNE OF THE CONTRACTOR'S SLX)PE OF WORK AND SHALL EXACT 'RECARO°.THE CONTRACTOR SHALL MAKE A DALY RECORD OF ALL WOFB( pyC7~ ~ MAINUNEFrITING I~~~.'~,i Y, J -~j~ BEEN GROWN, BEST SIDE T-AgNG PRIME VLSI&I.ITY AND 11tOR0UGHLY WATERm-IN TO 8E COORDINATED W7A1 THE GENERAL COtQIAACTOR'S SgiEDUIE. INSTAUFD DURING EACH DAY,PlAN5 SLIALI. INDICATE THE EXACT LOG1110N OF CHECK ~u~~ I~~®~ ELIMINATE AIR !POCKETS. IF SffE CONDR10N5 ARE UNFAVORABLE TO NGOROUS VALVES, GATE VALVES, WIRE LOCARONS,HEAEI IAYOIrT,AIJTOMARC VALVESBOXES, RB®Eil. NNN SlIPPLYLIttE vr+ ~ 11 I, a ~ ~,ff i ~ PLANT GROWTH, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED PRIOR TO SUBMTI TING REPRESENTATNE PHOTOGRAPHS OF ALL TREE MATERIALS SHOWING PROPOS® QUALITY FlF7f PIPE BID AND COMMENgNG CONSRLUCRON.THE CONO[f10NS AAE CONSIDER® ACCIPTED BY AND STS UPON REQUEST. POLL VALVE BOXES SHALL BE SHOWN BY THE TRIANGULAR SYSTEM OF MEASUREMENTS FROM CONTRACTOR IF WRifIEN NOTIFlCATION IS NOT RECEVID BY OWNER OR IAMDSCAPE EASILY IOENf1FlED PERMANEM FEATUAI:S, SUCH AS BUIIDINGS,CURBS,WAIICS, ETC. INSERT RARB®a1~ IRRIGATION CONTROL VALVE ARCHITECT BEFORE COMMENCEMENT OF INSTALIATLUN OF 1HE MA'TERIALS.THE SUBMTRAL STTALI. BE IN AN 8-i2' X 11' FORMAT AND Shall BE FRONDED IN THREE DRAWINGS SHALL SHOW APPROVED SUBSi11lJTIONS, IF ANY, OF MATFAIAL I It LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PRONDWG PROPER DRAINAGE TOR RING BINDERS wrrH SEPARATE SECTIONS FOR EACH AREA OF WORKPRONDE FNE (5) INCLUDING MANl1FAC111flET'S NAME AND CATALOGUE NUMBER. UPON COMPLERON,ALL SPRAY HEAD - ON FLEX PIPE DETAIL 12 POP SPRAY HfAI 'RAY HEAD - ON FLEX PIPE NON-PRESSURE REGULATING Date: APRIL 24, 2006 ALL TAEFS AND PLANT MATEUALS.TRffS ~T T00 HIGH OR LDW MAY BE REJECTED, COPIES ~ ~~a- INFORMATION NOTED ON THE PRINTS SLWI. BE TW+NSFlARm TO A REPRODUCIBLE 1 O 11 MYIAR BY THE CONTRACTOR. DRAWINGS SWd1 BE TO SCALE AND ALL INTORMATON INSTAUATIORDETAIL NO SCALE - VERIFY PROPOSED FlNISH GRADES AND SET TREES ACCORDUKY.Y.SEE DE1AlLS FOR AIANTING, STAKING AND GlJ11NG. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE THE PROJECT NAME AND LOCATION ShUU1. BE IABEID DN THE FRONT OF EACH BINDER SHALL BE RECORDED W AN ORDERLY ANO LEGIBLE MANNER.ON OR BEFORE FINAL INSTALLATION DETAIL ~ NO SCALE INSTALLATIONOETAIL Scale' Revision: FOR PROPERLY SECl1WNG ALL TTIEES,PALMS ANO LARGE SHRUBS IMMEDIAIEI.Y AFT9T WITH TME QONIHACTOR'S NAME,ADDRFSS AND PHONE NUMBER LlS1ED ON THE INSIDE INSPECRON,THE IRFlIGATKNJ CONTRACTOR SHALL DELIVER ONE t9 REPRODUCIBLE I HARDWOODS PINES No. Date: f>esaiptron: PIANTING.ALL Gl1Y WIRES SHALL BE fIAGCiED AND ALL STAKES SHALL BE DRNEN FlAST PAGE W'fM 1HE INDIX. MYU1R AND 1W0 (2) SETS OF BLUELINE PRIM'S OF THE 'RECORD' DRAWINGS TO THE Fl.115H WTM SURROUNDING GRADE FOR PUBLIC SAFETY. LANDSCAPE AACHf1ECT AND OWNERS AGENi. THE DELIVERL' OF THE PRINTS SHALL NOT DRIP LINE 1..514106 PER CI'T'~Y/ REV/. 5PECIFICATIONS -WOOD BARRIER 2 519106 PER CI 1 1 REV. 42THE LANDSCAPE CONRACTOR SHALL MAIMAIN 1HE LANDSCAPE,TURF AND IRPoGA710N REIJEVE THE CONTRACTOR OF THE RESPONSIBBITY OF RIANISHWG REQUIRED SYSTEM FOA A THIflTY DAY (30) ESTABIIISTIMFNT PERIOD AFTER SUBSTANTIAL INFORMAl10N THAT MAY HAVE BEEN OMRIED. AETAINAGE SHALL BE RELEASE TO T1iE ' DRIP LINE 1. MINIMUMRADIUS TO BE PROTECTED 22PlANTING SOIL TOR ALL TREES AND SHRUBS ShW1 CONSIST OF 60% PEAT, 2l1% COMPLETION AND FlNAL ACCEPTANCE LANDSCAPE CONRACTOR SHALL PRONDE ALL ° COMRACTOA AFTER THE 'RECORD' DOCUMENTS HAVE BEEN SATISFACTORILY RCCENED RY 8 COMPOST,ANq WOOD PRODUCT FOR AETATiON. PLANTING MIX SHALL HAVE A pH OF PIASnCYALVE 60x R LABOR, C-QUIPMINT,AND MATERIALS TO NECESSARY TO PROPERLY MAINTAIN THE STIES 1HE OWNER AND ALL OTHER ASPECTS OF FBS CONTRACT HAVE BFFiJ MET. wnHCOVFR ELECIPoCSOLENOIDVALVE i "o A. HARDWOODS - 2/3 DRIPLINE ~ 817106 PER CITY REV B. CONIFERS a SABAL PALMS -ENTIRE DRIPLINE. REV BASE 6.0.5 /MIX 25% PLANTING SOIL WITH 75% ON-SRE SOIL FOR PLANRNG SOIL LANDSCAPE AND TURF AREAS BY MOWING, @GING,WEEOWG,WA'iET1NG,(xNJTROI OF BACifFlLLTEST SOIL OVER THE ENURE SRE AF1FA FILL; OPERATIONS FOR PROPER pH P[STS,ffRTILmNG,AND PRUNNG AS NFPDED ON A MIET](LY BASIS. CLEAN UP ALL RMBNGAADE ~ 4~~ 2. UPRIGHTS - ND LESS THAN 2' X 2'. COMBER. 5 10119/06 PER CITY REV. AND DRAINAGE AMEND SOIL AS NECESSARY TOR PLANT MATERIAL REQUIREMEMS PEA CLIPRNGS AND PAVED SURFACE AREAS AFER DAILY MAINIETJNNCECHEMICAL SPRAYS ~ a 3. HORIZOMALS - NO LESS THAN 1' X 4' LUMBER. SOIL TEST RESULTS.BACKFlLL ACC. TREES AND. SHRU&5. AT THE TOLIDIMNG RATE SHN1 NOT RE USED TOR wEEDlNG.l1SE HAND LABOR TO REMOVE ALL wEEDS.MONROR GENERAL LANDSCAPE NOTES ffi4RIOSEBIBWITHIQOF3!4'H0.5E 4. BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED iWI1H10'OF3!4'HOSE ~ ~ (f TREES AND PALMS. AND INSPECTED BY CITY REPRESENTATIVE BEFORE CONSTRUCTION BEGINS. THE IRRIGATION SYSTEM FOR PROPER APPLICATION OF WATER TO ALL VNDSCAPE AND TREES S.5° CALAND GREATER =1 CUBIC YARD EACH TURF AREAS. SPRINKLER HEADS SHALL RE OPERATED, INSPECTED,AND ADIUSTED AS 9D"ELI.PVCSCH[]x1LE40 , SCHEDULEaO 'P~ ~ 5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN TREES 1' - 9' CAL/JO GAL =12 CUBIC YARD EACH NEED FOR PROPEL COVERAGE IMMEpIATfIY AFTER EVERY MOWING OPERATION. 1 • The Landscape Contractor Shall grade planting beds, aS feQUlred, t0 provide positive drainage and promote optimum plant growth, GALLON. CONTIVNFJT 5~ =iM CUBIC YARD FAgi SUPPtETuIFNT IAIIIGARON SYSTEM BY HAtgD wATEEBNG FOR PROPER EsrasusHMENr. 2. All recommended trees and plant materials will be graded as Nursery Glade No.1 or battier as outlined by The Florida Depadment ofAgriculture LENGTH WITH A MINIMUM OF i FOOT ANCHORED IN -'f' ~ ~ ~a GROUND AND 3 FEET ABOVE GROUND. GALLON CONTAINER SiZE = 35 PLANTS PFR CUBIC YARD ADJUST CONFLOl1EF1 TO APPLY ONE INCH OF WATER PER WEEK TO ALL LANDSCAPE AND and Corlsumer Services, Division of Plant Industry "Grades and StandaNs for Nursery Plants', 7th Edl~'on,1t198 as revised from time t0 time. GALLON CONTAINER SIZE = 65 PLANTS PER CUBIC YARD h ~ 6. BAR'STRUCTIONRANDIHEAVYPEOUIPMENTLIS OUTAOFNG. TURF AREAS. CONTRACTOR'S PERSONNEL SHALL TAKE ALL NECESSARY MEASURES TO 3. All planting shall be donefn accordance with.the Florida NursetymeiLS and Grower'sAssociationsopproved practices. CoNma RE ROOTED CIUTTING^,>'4' POTS = 6' DEPDi OF ANNUAL Bm MIX SAFEGUARD THE Gf3JERAL PUBLIC RTOM ALL ONSRE MAINiTNANCE ACTMTIES. AIL 4. All plants shall be ferdl¢ed with Agrifolm 2x11}5 tablets as per the manufachrrers specifications in oonjunL~on vritil note # 5. C} AREA. JOb No. 23.ROOTED CUTRNGS, 2' AND 4' POi MATT]DN. SHAH. BE PLANiFD IN A 6' D~1H SHALL BE POLICED FOR LATER, TWSH, CYIPRNGS, OR QTHFR DEBFllS DUPoNG 5. The ptaralrlg soil shall be the approximateproportions a3 folloxrs: 50°/D sand and 50°~ organic r~terial consisting of native peat, WefideCOmpOSed ' I° I FURTHER INFORMATION MAY BE OBTAINED FROM THE LANG RESOURCE SPECIALIST AT 562-4741. PREPARED BED COMAINING AN 'ANNUAL BED MIX' COMPOSED OF YJ. PEAT, vJ. EACtI ~R• sawdust, leaf mold and top soil, R shall provide a good pliable and thoroughly maedmedium wilhadequate aelation,drainage arNiWater-holding a ' . It sfmll also be free of all extraneous deb ' such as roots stones weed etc. To sPTar1KLERS , COMPOSTED PINE BAAK,13 SAND AND DOLOMITE WfTH A BOS.5 pH.TAEAT ROOT 43A R L F 6. Allmon ~ ~ SCLLEDULE80PVCMPPLE AREA Wm1 'ROOTS, WC.' ROOT EMWJCEB PEA MANUFACILIFlER'S DIRECRONS ECORD OG O ALL ONSAE ACTNmES WILL RE MAINTAWED BY THE CONTRACTOR pia bng areas shall receive a 3" layer of recycled hatdwoodlog muk:h,which is to bewatered-in a@er installation. MaIH DME RrnMC ¦ FERTILIZE WETH °OSMOCOTEP' PER MANUFACTURERS DIRECTIONS AND SUBMfriEO TO THE ARCHiTECT AT FNAL ACCEPTANCE 7. The plaid material schedule is presented far the convenience of the landscape Contractor. in the event of a discrepancy between the plan and uwMSUPPLYULIE I the plaid key, the plan shall prevail , 2/3 OF DRIP LINE Drawn by: Checked by. 2q.sHRUBS sw+LL BE PLANED W gRg1UW PLANT IPfTS wRH A DIAMETER of 1s• 8. Plants shaltmeet size, contaiTLer, andspadngspeafiations. My materiatnot meetiligspedficationsshall be removed and replaced atthe ENTIRE10RIP LINE GRFAIER THAN THE ROO1T3All OR CONTAINER.IRFES SHALL BE PIANTEp IN CIRCULAR NOTETHESE SPECIFlCATIONS ARE THE SOLE PFTOPERTY OF TERRA TECTONICS DESIGN COilfrdCt01'S expense. I f7t8 WRH A DIAMETER OF 28' GREATER TWiM ROOTBALL OR CONTAINFA AND GROUP IPIi]ANATIONAL,INC. N0 REPRODUCRON, RENSIONS OR REUSE OF THESE 9. All tree and shrub locations are subject to dLange.All locations shall be approved bythe City Project Manager prior to planting. ~ UPRIGHT z UPRIGHT JTIBAM JT E BAC(U:ItlID WiTH NAMING SOIL MIX. REMOVE CONTAINER AND CUT ROOTS W 3 IS AUTHORIZED Wm10UT SPEgFLC WRIFIEN PERMISSION.ALL RIGHTS 10. The landscape Contractor shaft be responsible for examining fully both the site and the bid documents. DisLxepanaes in the documents orthe , PLACES FOR oIPnLLUM GROWTH. REMOVE i0P 12' of BUTnAP oR GROW BAG DDNrAINIA,S RESERVm. actual site Txlmtitions shall tie reported ro the City Project Manager in writing at the time of bidding Lx discovery. No aLxount shall tie made after I RRI GATT ON CONTROL VALVE FROM 1RIFS. Contract completion for failure tD report such condition, or for errors on the pad of the landscape Contractor at the time of bidding. E m HORIZONTA M HORIZONTAL z Z 11. The landscape CGTLiractorshall be responsible for securing all rlecessaTyappfipble permits and licerLSes to peLfoLm the wolk set forth in this plaA WIT setandthespeDifiDations, YY H PRESSURE REGULATING NG g ORIGINAL IRRIGATION NOTES' 12. Plantinateriatshallbebidasspeafiedunlessunavailable,atwhichlimetheCityProjectManagerwillbenotfiedbytelephoneandinwdtingoF 13 RosGALE INSrAIL4 D RECEIVED. intended changes. TwN EraL ~ 1. A lowvolume irrigation system, that provides 10g°h coverage to all proposed plantings, will be 13. Airy and all questions concemigq the plan set andlor specifiations shall be directed to the City Project Manager at (727)562.4737. ALUUNIN DEraL 1 designed and installed by the Contractor. 14. There shall be no additions, daletions or substihltions without the written approval of the City Project Manager. TREE BARRICADES Sheet 20~~ 2. The proposed Irrigation System must meet or exceed aft applicable City rode requirements. (ie„ 15. The Landscape Contractor shall gtlamntee, in vlriting, plant survivability for a period of twelve (12) months from final acceptance by the City BadL Flow Prevenlian, Automatic Rain Shutoff Device, etc...) Project Manager. PLANNING DEPARTMENT 3. Irrigation strop drawings must be submitted and approved by the City prior to the Commencement of 16. Alt dimensions to be fielddLedced by the Landsgpe Contractor prior fo landscape material installation. Discrepancies shall be reported CLEARWATER INDEX N0. 989. SH. 1 ~ ' ~ CITY OF CLEARWATER OF I RE ; 4/09/03 wodL. immalTiatahr to fha rSlu PmLAr1 BAananar 4. Irrigation system must be inspected and accepted by City Project Manager prior to installation of 17. All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will be rejected by the City mulch. - Project Manager with proper installation carded out by Landscape Contractor at no additional cost 5. Irrigation as-built drawings, which accurately and dearly identify all modifications Worsubstitutions, 18. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications. must be subridted prior to final inspection and acceptance. 19. No contractor identification signs shall be permitted on the project, except for the project information signs. 6. A 5' Well with 4" Pump will be utilized for this Irrigation System. 20. Existing sod shall be removed as necessary to acoomodate new plantings. 7.. The Landscape Contractor must coordinate the placement and power supply for the Irrigation. control. 21. Any existing sod areas that are unnecessarily disturbed during the landscape installation shall be msodded to match existing. timer with the City and the General Contractor. 22. The Landscape Contractor wifi be responsible for the collection, removal, and proper disposal of any and all debris generated during the SPECIFICATIONS AND DETAILS °'4S1ee's installation of this project ld n1L3-DETAILS SPECS.d n 10/191200 . g _ g 6 03.11:53 PM i i i i i i i i i i i PRELIMINARY PLAT 1 1 1 1 ! i 1 f i f 1 i f , LEGAL DESCRIPTION CERTIFICATE OF APPROVAL OF CI11(COUNCIL LOTS 6, 7, 8 AND 9, BLOCK B, FAIRUIEW ADDITION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 85, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LYING IN THE NORTHEAST 1 4 OF SECTION 15, TOWNSHIP 29 SOUTH, IT IS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFlCIALLY APPROVED F CO CIL OF THE CITY IL OF THE CITY OF RANGE 15 EAST AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CLEARWATER, PINELLAS COUNTY, FLORIDA, THIS DAY OF , 20 0 COMMENCING AT THE NORTHWEST CORNER OF LOT 1 OF SAID BLOCK B' THENCE S.00'03'15"W. ALONG 1HE EAST RIGHT-OF-WAY OF EVERGREEN ROAD A DISTANCE OF 189.91 FEET TO THE SOUTHWEST CORNER OF LOT 5 OF SAID BLOCK B SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE S.89'15'25"E. ALONG THE SOUTH BOUNDARY OF SAID LOT 5, BLOCK B, A DISTANCE OF 210.05 FEET TO THE SOUTHEAST CORNER OF SAID LOT 5, BLOCK 6; THENCE S.00"10'19"W. ALONG THE WEST BOUNDARIES OF LOTS WILLIAM B. HORNE II 1, 2 AND 3, OF DREW CREST SUBDIVISION, AS RECORDED IN PLAT BOOK 37, PAGE 56, OF THE PUBLIC RECORDS OF PINELLAS CITY MANAGER COUNTY, FLORIDA, A DISTANCE OF 200.34 FEET TO 1HE NORTHEAST CORNER OF LOT 10, OF SAID BLOCK B; THENCE N.89'05'24"W. ALONG THE NORTH BOUNDARY OF SAID LOT 10, BLOCK B, A DISTANCE OF 209.64 FEET TO THE NORTHWEST CORNER OF SAID LOT 10, BLOCK B; THENCE N.00'03'15"E. ALONG AFORESAID EAST RIGHT-OF-WAY OF EVERGREEN ROAD, A DISTANCE OF 199.74 FEET TO THE POINT OF BEGINNING. i CONTAINING 41,972.77 SQUARE FEET OR 0.96 ACRES, MORE OR LESS. CERTIFICATE OF APPROVAL OF COUNTY CLERK STATE OF FLORIDA DEDICATION COUNTY OF PINELLAS THE UNDERSIGNED ON BEHALF OF FOUR SEASONS GRANDE, L.L.C. HEREBY CERTIFY THAT FOUR SEASONS GRANDE L.L.C. IS 1HE OWNER OF THE ABOVE DESCRIBED TRACT OF LAND HEREBY PLATTED AS FOUR SEASONS GRANDE TOWNHOMES AND THAT IT I, KEN BURKE, CLERK OF CIRCUIT COURT OF PINELLAS COUNTY, FLORIDA HEREBY CERTIFY THAT THIS PLAT HAS BEEN AT HAS BEEN EXAMINED GRANTS TO 1HE CITY OF CLEARWATER A POLII1CAL SUBDIVISION OF THE STATE OF FLORIDA THE RIGHT TO USE ALL UT1LITY AND AND THAT IT COMPLIES IN FORM WITH ALL THE REQUIREMENTS OF THE STATUTES OF FLORIDA PERTAINING TO MAPS AP IG TO MAPS AND PLATS, AND THAT THIS PLAT HAS BEEN FILED FOR RECORD IN P T 0 K DRAINAGE EASEMENTS AS SHOWN. THE CITY OF CLEARWAIER WILL ASSUME RESPONSIBILITY FOR MAINTENANCE OF FLOW ONLY IN LA B 0 PAGES&_, PUBLIC RECORDS OF PII ffCORDS OF PINELLAS DRAINAGE EASEMENTS. ANY MAINTENANCE, REPAIR, OR REPLACEMENT RESPONSIBILITY RELATING TO PIPES, STRUCTURES, AESTHETIC COUNTY, FLORIDA, THIS DAY OF , 20 A.D. AND VEGETATION CONSIDERATIONS, IN AND UPON DRAINAGE EASEMENTS ARE A PRIVATE FUNCTION NEITHER ASSIGNED NOR ACCEPTED BY THE CITY OF CLEARWATER. OWNER: FOUR SEASONS GRANDE, L.L.C. KEN BURKE, CLERK BY: PINELLAS COUNTY, FLORIDA SIMEE ADHIKARI DEPUTY CLERK MANAGING MEMBER SIGNATURE OF WITNESS SIGNATURE- OF WITNESS SURVEYOR S REVIEW FOR CONFORMm(TO C HAPTER T17 PART I FLO D PRINTED NAME OF WITNESS PRINTED NAME OF WITNE S RI A STATUTES s , ,TM ES I HEREBY CERTIFY THAT PURSUAiJT TO CHAPTER 177.081 1 ,FLORIDA STATUTES, I HAVE REVIEWED THIS PLAT AND FINI CONFORMS TO CHAPTER 177, PART I, OF THE FLORIDA STATUTES. THE GEOMETRIC DATA HAS NOT BEEN VERIFIED FOF PLAT AND FIND THAT IT N VERIFIED FOR DANIELS IKAJEVS MATHEMATICAL CLOSURE. MANAGING MENDER SIGNATURE OF WITNESS SIGNATURE OF WITNESS THOMAS L. MAHONY DATE PROFESSIONAL SURVEYOR AND MAPPER PRINTED NAME OF WITNESS PRINTED NAME OF WITNESS LICENSE NUMBER LS 6289 -STATE OF FLORIDA CITY OF CLEARWATER, PUBLIC WORKS ADMINISTRAl10N ENGINEERING DEPARTMENT ACKNOWLEDGMENT STATE OF FLORIDA COUNTY OF PINELLAS ~ SURVEYOR S CERTIFICATE BEFORE ME, THE UNDERSIGNED AUTHORITY, PERSONALLY APPEARED SIMEE ADHIKARI AS MANAGING MEMBER OF FOUR SEASONS I, THE UNDERSIGNED REGISTERED LAND SURVEYOR, HEREBY CERTIFY THAT ON 20 THIS GRANDE, L.L.C., AND HAS PRODUCED AS IDENTIFICATION AND IS KNOWN TO ME TO BE THE PERSON EXECUTING THE WAS SURVEYED AND THIS PLAT WAS PREPARED UNDER MY DIREC110N AND SUPERVISION AND IS A TRUE REPRESENTAT !0 , THIS PROPERTY REPRESENTATION OF THE FOREGOING DEDICATION, AND SHE ACKNOWLEDGED TO ME THAT SHE EXECUTED THE SAME FOR THE PURPOSES SET OUT THEREIN LAND DESCRIBED AND SHOWN, AND THAT PERMANENT REFERENCE MONUMENTS HAVE BEEN PLACED AS INDICATED HERE NDICATED HEREON IN AND DID (DID NOT} TAKE AN OATH. ~ ACCORDANCE WITH THE STATUTES OF THE STATE OF FLORIDA THEREUNTO APPERTAINING AND THAT THIS PLAT COMPLII i PLAT COMPLIES WITH ALL OF THE SURVEY REQUIREMENTS OF CHAPTER 177, PART I, OF THE LAWS OF THE STATE OF FLORIDA. WITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF , 20 MY COMMISSION EXPIRES: NOTARY SIGNATURE GEORGE A. SHIMP II COMMISSION NUMBER: FLORIDA REGISTERED LAND SURVEYOR REGISTRATION NUMBER 2512 PRINTED NAME OF NOTARY STATE OF: _ ORIGINAL RECEIVED AC KNOWLEDGMENT ~~0 2~ ~ 006 FL4NNIN G DEPARTNi~~?~ STATE OF FLORIDA CITY OF ClE COUNTY OF PINELLAS ARWAIE,Wy BEFORE ME, THE UNDERSIGNED AUTHORITY, PERSONALLY APPEARED DANIELS IKAJEVS AS MANAGING MEMBER OF FOUR SEASONS GRANDE, L.L.C., AND HAS PRODUCED AS IDENTIFICATION AND IS KNOWN TO ME TO BE THE PERSON EXECUTING THE FOREGOING DEDICATION, AND HE ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES SET OUT THEREIN AND DID (DID NOT} TAKE AN OATH. WITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF 20 APPLICANT PROPERTY OWNER PREPARED SY GEORGE A SHIMP II and ASSOCIATES, INC. SIMEE ADHIKARI TREY SHIMP LAND SURVEYING and PLANNING MY COMMISSION EXPIRES: FOUR SEASONS GRANDE, LLC GEORGE A. SHIMP II & ASSOC., INC. 3301 DeSOTO BOULEVARD, SUITE D NOTARY SIGNATURE 611 SOUTH FORT HARRISON AVENUE SUITE 351 3301 DESOTO BOULEVARD SUITE D PALM HARBOR, FLORIDA 34683 COMMISSION NUMBER: ~ ~ PH0] CLEARWATER, FL, 33756 PALM HARBOR, FL, 34683 PHONE (727) 784-5496 FAX (727) 786-1256 (727) 501-4727 727 784-5496 ( ) R.L.S. No. 2512 L.B. No. 1834 PRINTED NAME OF NOTARY STATE OF: SHEET I OF 3 3 ~ ~Y i ' ~ PRELIMINARY PLAT = I ~ ~ ~ ~ f f i f 1 f C 0 0 TGAGEE CONFIRMATION OF ACCEPTANCE CERTIFl ATE F M R THE UNDERSIGNED AS MORTGAGEE UNDER A CERTAIN MORTGAGE DATED FOUR SEASONS GRANDE HOMEOWNERS ASSOCIATION JOINS IN THE DEDICATION FOR THE PURPOSE tPOSE 20 ,RECORDED IN O.R. BOOK PAGE ,PUBLIC RECORDS OF PINELLAS OF ACCEPTING THE MAINTENANCE OF TRACTS "A", "B" AND "C" AND THE PRIVATE EASEMENTS ITS COUNTY, JOINS IN AND CONSENTS TO THE DEDICATION OF THE LANDS DESCRIBED HEREON, AND SITUATED IN THIS PLAT. AGREES THAT IN THE EVENT OF FORECLOSURE OF THIS MORTGAGE ALL DEDICATED AREAS SHALL SURVIVE AND BE ENFORCEABLE. FOUR SEASONS GRANDE HOMEOWNERS ASSOCIATION WHITNEY BANK BY: SIMEE ADHIKARI gY; _ PRESIDENT DAVID NEWTON SIGNATURE OF WITNESS SIGNATURE OF WITNESS VICE PRESIDENT SIGNATURE OF WTNESS SIGNATURE OF WITNESS PRINTED NAME OF WITNESS PRINTED NAME OF WITNESS PRINTED NAME OF WITNESS PRINTED NAME OF WITNESS ACKNOWLEDGMENT AS TO MORTGAGEE STATE OF FLORIDA ACKNOWLEDGMENT COUNTY OF PINELLAS STATE OF FLORIDA THE FOREGOING INSTRUMENT WAS ACKPOWLEDGED BEFORE ME THIS DAY OF 20 BY DAVID NEWTON AS VICE PRESIDENT OF WHITNEY BANK WHO IS ' COUNTY OF PINELLAS PERSONALLY KNOWN TO ME OR HAS PRODUCED AS IDENTIFICATION AND WHO DID/DID NOT TAKE AN OATH: BEFORE ME, THE UNDERSIGNED AUTHORITY, PERSONALLY APPEARED SIMEE ADHIKARI AS PRESIDENT OF FOUR SEASONS GRANDE HOMEOWNERS ASSOCIATION AND HAS PRODUCED AS IDENTIFICATION AND IS KNOWN TO ME TO E TH P X B E ERSON E ELUTING THE iE FOREGOING DEDICATION, AND SHE ACKNOWLEDGED TO ME THAT SHE EXECUTED THE SAME FOR OR THE PURPOSES SET OUT THEREIN AND DID (DID NOT) TAKE AN OATH. NOTARY PLACE STAMP HERE OR PRINT NAME WITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF , 20 COMMISSION NUMBER & EXPIRATION DATE OF COMMISSION. NOTARY SIGNATURE SURVEY®R S NOTES NOTARY STAMP OR SEAL 1.) BEARINGS ARE BASED ON THE EAST RIGHT-OF-WAY OF NORTH EVERGREEN AVENUE, WHICH - BEARS N00'03'15"E, ASSUMED. PRINTED NAME OF NOTARY 2.} NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. 3.) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 4.) TRACTS "A", "B" AND "C" AND PRIVATE EASEMENTS SHOWN HEREON SHALL REMAIN PRIVATELY OWNED AND MAINTAINED AND WILL BE CONVEYED TO THE FOUR SEASONS GRANDE HOMEOWNERS ASSOCIATION BY A SEPARATELY EXECUTED INSTRUMENT. 5.) THE INGRESS AND EGRESS EASEMENT SHOWN HEREON IS CREATED IN FAVOR OF THE FOUR SEASONS GRANDE HOMEOWNERS AND FOR FIRE AND EMERGENCY VEHICLES, PUBLIC OFFICIALS, UTILITY COMPANIES, AND THE CITY OF CLEARWATER, FOR SANITATION SERVICES AND UTILITY MAINTENANCE OVER AND ACROSS ALL PAVED SURFACES. ®RIGlNAL RECEIVED ~~T 2 N ~ 2006 PLANNING DEPARTMENT CITY OF CLEARINATE GEORGE A SIIIIMIP II and ASSOCIATES, INC. I LAND SURVEYING and PLANNING 3301 DeSOTO BOULEVARD, SUITE D PALM HARBOR, FLORIDA 34683 PHC PHONE (727) 784-5496 FAR (727) 786-1256 R.L.S. No. 2512 L.B. No. 1834 SHEET 2 OF 3 t I I I t I I I I r li,,~. t i1 ~ , e ,f I I PRELIMINARY PLAT I I i s ~ I I 1 1 1 1 1 1 1 1 I I I 1 f i 1 1 1 I I I I I I I S. R W OF DREW STREET I I I I LINE D A T A ' LINE LABEL BEARING DISTANCE P.O.C. I I N.W. CORNER OF L1 N00'44'3'~~"E 9.09' I LOT L BLOCK B, L2 N05'28'28'IE 8.6T I FAIRVIEW ADDITION L3 N00'10'19"E 5.38' I 0 , ~,1 , ~ L4 N00'1019 E 9.17 L5 S89'49'41"E 7.00' E N D L6 N00°54'36"E 8.85' I t n ~ I :NT REFERENCE MONUMENT o ~ L7 S89'15'25"E 1.78' P.R.M. -PERMANENT REFERENCE I LB N00°44'35"E 16.14' Z 0 20 40 60 w L9 , FI, ? -SET 4"x4" CONCRETE MONI 'IONCRETE MONUMENT w S8915 2„ E 6.85 GRAPHIC SCALE „ RLS# 2512 (P.R.M.) (P.R.M.) ~ L10 N00 44 35 E 5.31 I I ~ i inch = 20 ft. ~ I -FOUND 4"X4" CONCRETE M w CONCRETE MONUMENT (P.R.M.) (NO IDENI1FICAl10N NUMBE ICATION NUMBER) I I 0 I ~ ~ ~ ~ J S 0 -SET 1 2" IRON ROD & CAI ~ E T 140.00 ~ ~ ~ RLS 2512 LOT CORNER ON ROD & CAP (LOT CORNER) # ( ) w ~ I I 0 ' ~ °o N.E. CORNER OF ~ -FOUND 5~8" IRON ROD & "IRON ROD & CAP ~i 6901 BLOCK CORNER T SECTION 15-29-15 # ( ) -OCK CORNER) N ~0 0 0 0 ~ eD np B 0 A OT g DL~OC~ D ~QD D 0 NDY B UND RY ~d0~~ aDDOTO 9 9 OW 2Y ° o o -CENTERLINE P.o.B. pdaT D00~ g p~ o ~g 9 1,437.80 = DRNG. -DRAINAGE S.W. CORNER OF E LOT 5 BLOCK B SQ. FT. S.E. CORNER OF ° ESM'T -EASEMENT T ION ' ' S. BNDY. OF LOT 5 BLOCK B LOT 5, BLACK B, LD. -IDENTIFICATION FAIRVIEW ADDITION , I „ FAIRVIEW ADDITION INC. -INCORPORATED TED S8915 25 E 210,05 - MAINT. MAINTENANCE IANCE 42.61 N0. -NUMBER Ir n (PRIVATE DRNG. a 167.44' PRIVATE DRNG. ~ I I TRACT R 11 11 ( ~ P.L.S. -PROFESSIONAL LAND SU & UTIL. ESM T ~ ~ „ TRACT R ~ ~ ~ ZONAL LAND SURVEYOR ) 89 &UTIL. ESM T S 15 25 E 36.00 ~ ) s P.O.B. -POINT OF BEGINNING S89°15'25"E 66.85' ~ C7 ~ P.O.C. -POINT OF COMMENCEME = BEGINNING i S89 49 41 E 64.67 r~ I ~ ~ I ~a Q R.L.S. -REGISTERED LAND SURV = COMMENCEMENT ED LAND SURVEYOR M 1,515.93 I ~ L5 I ~ r,;., R/W -RIGHT-OF-WAY -WAY $ ~ r~ 1,536.27 I N~ SQ. FT. 5 PRIVATE I N ~r n~ a UTIL - UTILITY I ~ N >r; ~ I SQ. FT. I N o ~ ~ TR 11 it ~ UTIL ESM T w I I ~ un ~ ACT A . I I ~ 'd' I M I , n , I ~--p ~ (PRIVATE DRNG. w S89'49 41 E 71.67 C~nJ ~ I ~ &UTIL. ESM'T 589'15'25"E 68.92' I ~ Q I I o ~ I w o ~ I I o0 ~ ~ 2,668.37 1,491.22 I o ~ ;u,~ C~ ~ ~ ~ ° ~ I 1,528.72 I ~ ~a N I.- Q I I S FT. N S. FT. Z ~ f Q• Q N ~ I I a I N I N SQ. FT. N ~ Q I I Q C~ , L. ~ I ° • • .I • • S89'49'41 "E • ~ 71.67' ' 'i' ~ I ~ z S89'15'25"E 70.90' ~ I I I ~i ~ I N I I load ~ v I I I i L~ ~ 1,518,52 1 ~ I 1,528.72 I ~ M ~ 1'`~ M i I, .I $ I CURVE TABI T A B L E „ SQ. FT. ~ ~ SQ. FT. o ~ S8915 25 E 37.06 N / N I I N o CURVE RADIUS ARC CHORD CHORD B I ORD CHORD BEARING DELTA I I N ° ~ S89'49 41 E 71,67 C1 24.79' 27.50' 26.11' N31'5T .11' N31'57'15"E 63'33'51 w 8915 25 E 5 ~ C2 a ~ 9.22 I ~ I 49,04 19.54 19.41 N1135 ~ ;..ti.. I~ W v ' ' ' I a ~ I C3 24.79 5.88 5.87 N56'56 .41' N11'35'15"E 22'4951" a.•s ~ ° w ~ I > w 1 528,72 I 87' N56'56'10"E 13'36'01 I °o ~'I~ 7' I a ~ SQ. FT. I N I. 1= I N W O l~ ~ I I ~ KJ 11 11 I ~ _ , n I ~ N ~ ~ - ~ TRACT A > u~ S89 49 41 E 71.67 I ~ o ~ I I PI o m ~ ~ o Y • • . . . • • (R VATS INGRESS, EGRESS, . • • • I I ~ ~ I I ~.1 > o DRNG. &UTIL. ESM'T . ~ . . . .........I... r N ~ a wo ) ~pQ I ' ~m MI I °z~ ~aa I 1,528.72 ~ m W o 0 ~ 11,496.49 r $ I ~ ~ a a I I a N I SQ. FT. I N ~ ~ ~ ~ 5Q. FT. ~ oo ~ I I 1\~ 1 II I I I ,1 , I ~ I I ~ ~ S89°15 25 E 27.20 I S89'49 41 E 71.67 I ~1 ~ ~ Z - U~1LCiY EASEMENT NOTE I 10T o o~ , „ a ~ ~ J L L9 S89'15 25 E 71.12 I I ~ ~ I I ~ ~ ~ w I 65.72' w I 1,528.72 I M ~ uf_)u I u~ I I 9 I ~ ~ ALL PLATTED UTILITY EASEMENTS SHALL f RENTS SHALL PROVIDE THAT SUCH i~ (PRIVATE DRNG. ~ - I 1,571.15 I N I I N ~ a EASEMENTS SHALL ALSO BE EASEMENTS f ~ o ° o ° I I b 4 N CONSTRUCTION, INSTALLATION, MAINTE AN EASEMENTS FOR THE )N, MAINTENANCE AND OPERATION • &UTIL. ESM T) I•- SQ. FT. I ~ ~ ~ ~ o I N o I S89 49 41 E 71.67 I o f3 OF CABLE TELEVISION SERVICES; PROVIDEI 'ICES; PROVIDED, HOWEVER, NO SUCH l~J o I z o z I 1 I ~ CONSTRUCTION, INSTALLA110N, MAINTENAN X MAINTENANCE AND OPERATION o S891525 E 70.79 I ~r I 1,528.72 I OF CABLE TELEVISION SERVICES SHALL IN' 'ICES SHALL INTERFERE WITH THE • • • • • • • • • • • • • • •I ~ , . ~ ~i I FT. I ~ FACILi11ES AND SERVICES OF AN ELECTRIC •ti .....65.94.. , ~ I SQ. I ~ f AN ELECTRIC, TELEPHONE, GAS I a I 1 ..~o...,.,...., N I ' I ' N OR OTHER PUBLIC UTILITY. IN THE EVENT IN THE EVENT A CABLE TELEVISION ~ w 1490.78 I ~ COMPANY DAMAGES THE FACILII1ES OF A ~ 5 PRIVATE I M I ~ I n n , QLITIES OF A PUBLIC UTILITY, IT 3IBLE FOR THE DAMAGES. THIS I TRACT A ~ N SQ. FT. UTIL. ESM T --I ~ I S89 49 41 E 71.67 I .SHALL BE SOLELY RESPONSIBLE FOR THE ~ cp N TO THOSE PRIVATE EASEMENTS PRI AT ~ I SECTION SHALL NOT APPLY TO THOSE PRI ( V E DRNG. ~ I w I , S8915 25 E 69.00 I ~ ~ ~ GRANTED TO OR OBTAINED BY A PARTICU BY A PARTICULAR ELECTRIC, &UTIL ESM T) ~ I a ~ ~ I . TELEPHONE, GAS OR OTHER PUBLIC UTILIT t PUBLIC UTILITY. SUCH I 2 815.93 ~ 65.13 I o M I 1,600.39 ~ ? I M ~ ~ , • ~ . a ~ CONSTRUCTION, INSTALLATION, MAINTENAN co N 66.15 0 N I SQ. FT. ~ ~ w I cNV ~ SHALL COMPLY WITH THE NATIONAL ELECT )N, MAINTENANCE AND OPERATION SQ. FT. N N I z I 1,519.83 I z ~ ~ ~ ~ IATIONAL ELECTRICAL SAFETY CODE PRIVATE DRNG. I o I ~ ~ AS ADOPTED BY THE FLORIDA PUBLIC SEF ( 12 I N SQ. FT. N o ~ DA PUBLIC SERVICE COMMISSION. I I 25.00 &UTIL ESM T) r- I „ ~ Q ~o I I I S89° ' ~ I „ S89 49 41 E 71.67 ~ ~ 15 25 E 67.13 S8915 25 E 33.00 0 0 I I ~ ~ ~ a L7 11 11 (PRIVATE DRNG. © I I ° rl 11 (PRIVATE DRNG. TRACT C r o0 ° TRACT C ~ &UTIL. ESM T ~ ORIGINAL 39.50 ~ &UTIL ES 1 ) a M T) 170.14 ~ I , C~) ~ ~ RECEIVED I I N.W. CORNER OF 209,64 l;= o R. 0 0 ~~T ~ ~ 200 N. BNDY. OF LOT 10, BLOCK B ~ ~ o0 LOT 10, BLOCK B, N.E. CORNER OF ~I GEORGE A SNIP II PLANNING DEPARTMENT ' FAIRVIEW ADDITION 2,139,10 LOT 10, BLOCK B, ~ l;= ~ Q CI1Y OF CLEARWATER %%J/ I and MOMS, INC. ~0`~ o o e ° d ~p SQ. FT. FAIRVIEW ADDI114N D f~an~d D D o ~ 9 0~~ aDDOT~ 9 ~IN ° ~ ° °d a a LAND SURVEYING and PLANNING pdaT D00~{ o g pQ~~ ~3g .9 3301 DeSOTO BOULEVARD, SUITE D PALM HARBOR, FLORIDA 34683 PH PHONE (727) 784-5496 FAR (727) 786-1256 R.L.S. No. 2512 L.B. No. 1834 I I SHEET 3 OF 3 I I I I I I I I I _ _ i i ~A NGE 1 5 EAST D PLAN INDEX ~ 1. COVER-SHEET 2. EX/STI~YG CONDITIONS/ DEMOLITION PLAN 3. SITE PLAN. /EASEMENT PLAN 4, PA V/NG, GRADING & DRAINA GE PLAN , 1 - T.. ~ '698 ~ ~alr~iPlo 7 ~ q ~ ~ ~,cfi MR~al:pn `St ~~li uE. a~ ~n z ood.. 'ul 5. UTILI T Y PLAN P(fl Il OIG SI d re are or. Idud9P °I Eld ~d e.5i ~rr~tte PROJ~GT ass ~ ~ 6. DETAILS ~,P ~f Ial1e „1 z PI'azh<< LC~~CATION - ~ a u~ w nr s~~ a <i ~,rP~l I~~, ~~y 7. DETAILS 3,rt _ ~ „ ~ s, j z rre., al `t - ~ ~ a u. R: C ~ ~ . Y~,N St ~ ~ d...... z ' ClearrJater ! ~ a , 4 Cra,e S( _ _ u~a ~t ,t v i.r Ginv~ Si a, '.L2ora.~l -a. r ~ x u, x.___,_ 7 _ 351 r~elat~~ 5f m `~~:~r i ' ` n Iweland ~E: ark Sf rn 'atk St >~r~ _ ~ ~ r~, r SITE DATA ercr. >>°I m Pieu i i c ~ i i~ ~ n ~ rar4lin S4 '2 _ Frenkhn: ~ ' p ry i PARCEL ID 15-29-15-27090-002-0060 8c 15-29-15-27090-002-0080 ZONING: MDR W ~f0`.~ ue SI ~~P RP.a .mil r. n i I h sln ll .I GROSS SITE AREA: 41,967 SF (0.963 ACRES) N Q. ~me.io.ga~.k ~ RPgor, : i ~ MAX. ALLOWABLE BUILDING HEIGHT: 30' PROP. BUILDING HEIGHT: LESS THAN 30' Tufpor 5I _ ~ C9 {n ~ f :Pine t ~F _ ~ - f ina ^I ~ `a, b . .EXISTING DWELLING UNITS: 4, PROPOSED DWELLING UNITS: 14 iii . cp . ~ rn' - mW Ru E ~ Fn tr iri MAXr'-'ALLOWABLE F.A.R.= 0.50 -,"PROPOSED. F.A.R.= 0.47 (141,422/41,967) MAX ALLOWABLE LS..R.= 0.75 PROPOSED LS.R.=0.62 -.EACH TOWNHOME WILL HAVE 1,422 SF (607 SF -1ST FLOOR, 815 SF -2ND FLOOR) Pre aced 8 . p y "PROPOSED GROSS FLOOR AREA: 19,908 SF =REQUIRED .BUILDING SETBACKS: FRONT - 25 FT. . _ - SIDES - 5 FT. EXISTING CONDITIONS: REAR - 10 FT. TOTAL IMPERVIOUS AREA - 10,925 SF (26.0%) LOTS 6, 7, 8, AND 9, BLOCK B, FAIRVIEW ADDITION, ACCORDING TO THE PLAT BUILDING. AREA 4,618 SF (11.0%) THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 85, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. VEHICULAR USE AREA 3,672 SF (8.7%) TOTAL OPEN SPACE - 31,042 SF (74.0%) CONTAINING 41,967 SQ. FT. OR 0.96 ACRES MORE OR LESS. ' I ~11C. POND AREA - 0 SF (O.0%) an on oree ssoc~a es nc. PROPOSED CONDITIONS: TOTAL IMPERVIOUS AREA - 26,051 SF (62.1%) BUILDING AREA 12,136 SF (28.9%) VEHICULAR USE AREA 11,679 SF (27.8%) 31622 U.S.19 N ORTH PALM HARBOR, FLORIDA 34684 TOTAL OPEN SPACE - 12,039 SF (28.7%) Phone 727 789-5010 FAX 727 787-4394 ~ ) ~ ) POND AREA - 3,877 SF (9.2%) WEB: WWW.LMAENGR.COM EB #4096 f. PARKING REQUIREMENTS: 2 SPACES PER TOWNHOME (NOTE: EACH TOWNHOME HAS 1 SPACE fN THE , GARAGE AND ONE SPACE IN THE DRIVEWAY) UTILITIES: -WATER -CITY OF CLEARWATER SEWER -CITY OF CLEARWATER .ELECTRICAL -PROGRESS ENERGY TELEPHONE - VERIZON FLOOD ZONE: THIS PROPERTY LIES WITHIN FLOOD ZONE "X" AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAPS: 125103C-0109-H REVISED MAY 17, 2005 PERMIT TYPE NUMBER APPROVED CITY OF CLEARWATER REVISIONS ~c~. SWFWMD 46031008,000 10/O6/O6 ~~AN ~~~~yE® REVISION DATE COMMENTS CASE # ~,~-aya FDEP SEWER CASE Tl'PE.~~ ,i~tm 8-7-06 REVISED PER CLEARWATER COMMENTS HRS WATER DRC DATE cQr?~1-~ 9-22-06 REVISED PER CLEARWATER COMMENTS CDE DATE SIGNATURE 12-12-06 REVISED TO PROVIDE A 10' GAP BETWEEN THE REAR TOWNHOMES DATE ~ NOTE TO CONTRACTOR: TREE BARRICADES & EROSION CONTROL MEASURES REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND OR PERMIT REVOCATION AS PROVIDED BY THE CITY OF CLEARWATER LAND DEVELOPMENT CODE. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS RECEIVE® ~y~,:k SET FORTH IN THE CITY ~F CI FARWaTFR I aNn nFVFI npr,>+~~IT ~n~llt`Ir_ el~ln /nQ RELATED ORDINANCES AND SPECIFICATIONS AS APPLICABLE. UTILI17-Y WARNING NOTE JAN b 8 2007 ABOVE-GROUND ?R UNDER-GROUND UTILITIES MAY BE IN THE AREA ?F A OF PLANNINGDEPARYMENP , O COPYRIGHT 2006 NOTICE TO CONTRACTOR/ OWNER THIS PROJECT -PROCEED WITH CAUTION -CALL 'SUNSHINE STATE CRY OFCLPARWAtER (E "~r~klR d ti~ . t: 1 .~L.~I "AT96. 0102; ~a.,~o~Anno~aaTaassoR~aes,Inc. CONSTRUCTION IS NOT AUTHORIZED UNTIL PLANS HAVE BEEN ISSUED BY ?NE CALL' (1-800-432-4770) AND THE UTILITY ?WNER(S) BEFORE Anyone ropying this document M any manna wlNOUt the a«ne or LANDON, MORES k ASSOGA]E5 INC. LANDON, MOREE & ASSOCIATES, INC. STAMPED 'ISSUED FOR CONSTRUCTION.' BEGINNING WORK, PROVIDE OWNER :WITH CEDE NUMBER ?F PROJECT. .sAall be prosecuted to the full extent of the law. :CT. APRIL 26 ,2 206 -DO NOT COPY OR REPRODUCE- 005 JOB# 545 0 7 GRAPHIC SCALE 20 0 10 20 40 80 (IN FEET ) l inch = 20 ft. 3 a N r O z w O O O N' U Q= Q 3 - o! Q J U W SANITARY SEWER NOTE: a ,~'t " w THE CONTRACTOR SHALL REMOVE THE EXISTING ON-SITE ° :~t ;t SANITARY SEWER LATERALS AND CAP THEM AT THE R/W LINE. W F ,ta` a THE EXIST1NG FENCE SHALL ;t,~ BE REMOVED. I N N 10.T LOT 5 ' ~ :PLAT BNDY• S• rn n 6' o n~•`' FC#I 4'z4' - - FlR 5/8 ~ Y 0.13'N. 1 S89'15~25"~ sos~ s'wf a3t'w. , - _ o. 209.9 210 R 12'? to•o o.a41+, ~W>-f~-OZf~ x 6, s, #~i9D1 Yy{., > ti, N ~ ~ I I I ry DEMOLITION LEGEND "II N ~ - - ~ - /EXISTING - ~ a - j ONE STORY o ~ ~ z ° ~ ' ~ m ~ I C.B;S. -CONTRACTOR TO DEMOLISH AND REMOVE ALL INFRASTRUCTURE o ~ ~ WITHIN THE SHADED AREA. THE EXISTING ASPHALT IS TO BE ~ o a o . ~ \ ~ o ~ I REMOVED. IN AREAS WHERE LANDSCAPE ISLANDS WILL BE PLACED, v f',a f` I , THE CONTRACTOR SHALL ENSURE THAT THE EXISTING BASE AND SUBBASE IS REMOVED AND THESE AREAS ARE BACKFILLED WITH ~ Q J ~ ~ LOT 1 I CLEAN COMPACTED FILL. THE CONTRACTOR SHALL COORDINATE WITH W ~ > w PROPOSED TREE BARR E. ~ II / / / ~ DREW CREST SUBDIVISION Q2° ? EXISTING ONE STOPY _ ~ THE GEOTECHNICAL ENGINEER FOR SPECIFICATIONS FOR THE SEE LANDSCAPE P F p1o ; II I ROOT PRUNING REQUIR NTS, 6 / CB•S, DUPLEX/ I ~'o ` P.B. 37 PG. 56 REMOVAL OF MATERIAL AND BACKFILLING UNDER THE TOWNHOMES ~ _ ~ ~ FOUNDATION. rn 3 ,N o ~ ~ ~ s'0 Q6. a- ~ • II 16' o _ CONTRACTOR TO DEMOLISH AND REMOVE ALL INFRASTRUCTURE o o v ~ WITHIN THIS AREA. BUILDING DEMOLITION TO BE IN ACCORDANCE / ~ o a i II a, ~ s.o cv WITH PINELLAS COUNTY AND THE CITY OF CLEARWATER 6 ~ REQUIREMENTS. - - II - 4: - ts'0 s•O N 30'0 _ M DEMOLITION NOTE; ~ THE EXISTING WATER METERS SHALL ~ O Q E REMOVED. COORDINATE WITH 12'p g•p O , PRIOR TO ANY DEMOLITION, CONTRACTOR MUST NOTIFY THE PINELLAS COUNTY ENVIRONMENTAL MANAGEMENT DEPARTMENT IN WRITING AT ~ THE CITY OF CLEARWATER. r CONTRACTOR TO COORDINATE WITH ~ LEAST 10 WORKING DAYS PRIOR TO DEMOLITION. THE CONTRACTOR CAN Z ~ ~ 7• PROGRESS ENERGY ON REMOVAL OF EX. W ~ POWER POLES AND LINES. 24.0 DOWNLOAD THE NOTIFICATION FORM AND OBTAIN ADDITIONAL INFORMATION FROM THE FOLLOWING WEB SITE; r , LOT 7 ~ w ~ 7 ~ ~ ~ I o.~9' watl www.pinellascounty.org/Environment/pagesHTML/asbestos/as500.html O c~ . BLK. B SANITARY SEWER MANHOLE OR CAN CONTACT THE DEPARTMENT AT: ENVIRONMENTAL MANAGEMENT, AIR QUALITY DIVISION 300 SOUTH GARDEN AVENUE CLEARWATER, FL ~ J ~ ~ I ~ N, PoN EIEV, 28.14 NO OCCUPATION TAKEN IX(~PT AS SHOWN N. INV. d= 2264 8' v~ 33756.(727) 464-4422 A COPY OF THE ASBESTOS SURVEY IS TO BE I S INV. d= 2264 6' VCP 22•~ N.E INV EL= 23.04 6' YCP MAILED ALONG WITH THE NOTIFICAl10N FORM. ALSO, AN ASBESTOS ~ I ' ; ~ SANITARY SEWER MANHOLE s' ~ SE INY, d= 23.04 6' vcv r, N. Po11 EIEV: 19.43 "t ^%~i \ 1.22'E SURVEY IS REQUIRED TO REMAIN ON THE JOB SITE DURING THE ENTIRE L.L.! DURATION OF THE DEMOUTION. ~ W . "I' W. INV. d=15.48 (6' VCP) „ , EK• 24 RCP DISCHARG N. 91Y. EL=14.91 8' VCP \ ES i0 CR CURB s iNV, a= t4s3 6' Nl7 LOT 2 EEK ~ b D INLET ~ z coNTR DREW CREST SUBDIVISION GRATE ACTOR TO COORDINATE WITH TREE NOTE: vJ QM INLET •ti9 t5'~ ROGRESS ENERGY ON REMOVAL OF EX. STORM SEWER MANHOLE ALL TREES ON SITE SHALL BE REMOVED, P.B. 37 PG. 56 'QQ N. Pou aEV. t&12 POWER POLES AND LINES. ~ >HNOaTa=vss - THE ONLY EXCEPTION TO THIS IS THE ~ w ~o - ~ ~ ~ w, INV. a= t4s4 (24• NfF) 1o'p 20" OAK ALONG THE WEST PROPERTY LINE. W a LOT 8 CONSTRUCTION NOTES: ~ O ~ ~ >t THIS TREES SHALL REMAIN AND BE PROTECTED cw n'p WITH TREE BARRICADES. ~ THE EXISl1NG WATER METERS SHAL ~ _ E REMOVED. COORDINATE WITH r ~ Z 1. THE CONTRACTOR SHALL SAW CUT THE EXISTING EDGE OF O ~ O THE CITY OF CLEARWATER. ~s p PAVEMENT PRIOR TO REMOVAL OF ANY CURB OR PAVEMENT. ~ ~ Z ~ w O ~ <ut. r. 2. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ~ O ~ Q - 13p THE EXISTING CONCRETE THAT~`ENCROACHES O GRATE IN URB CURB INLET t5'p ~ ~ REMOVING ANY ABOVE OR BELOW GROUND UTILITIES. e Q ~ _ ~ 10P EItY: a45 T~ 6t~1!= ss ~ ON THE PROPERTY SHALL BE REMOVED. W. INV. EL= 6.72 8' 'i INLET s. INV, = tsss tY sca ~ ~ SAW CUT THE CONCRETE ALONG THE e' ~ 3. ALL WORK WITHIN THE FDOT R/W SHALL BE IN ACCORDANCE I~ WITH THE FDOT NOTES SHOWN ON THE PAVING, GRADING, AND ~ Q ~ W ~ M. / j PROPERTY LINE PRIOR TO REMOVAL, <<„ / DRAINAGE PLAN SHEET AND THE PERMIT ISSUED BY THE FDOT. ~ W ~ U per kVr / i GRATA ® P:XhSTING ONE STOR;r ~ ~ 4. THE EXISTING DRIVEWAY SERVING WALGREEN'S SHALL NOT BE /pp~~ INLET i :L„ /;C.B,S. DUPLEX' ; % •<t;: REMOVED UNTIL THE NEW DRIVEWAY HAS BEEN CONSTRUCTED AND v~ ~ - CONTRACTOR TO COORDINATE WITH APPROVED BY THE FDOT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE - - _ ~ PROGRESS ENERGY ON REMOVAL OF EX. °0NC' _ / ~ 4.orW wau - j ~ POWER POLES AND LINES. o.2s'E MAINTENANCE OF TRAFFIC DURING CONSTRUCTION. / / g _ ~ 6. THE CONTRACTOR SHALL INSTALL A SILT FENCE AROUND THE / ~ '~F / ~ r1y Vii- 4 0 ENTIRE DEMOLITION AREA EXCLUDING THE FDOT R/W. SEE THE O O NOTES ON THE DETAIL SHEET. LLJ ~ ( f X''` , 4' ~ 7. THE CONTRACTOR SHALL COORDINATE WITH PEOPLES GAS PRIOR o ~ .LOT 3 ~ ~ 1,63'E TO DEMOLITION ACTIVITIES TO ENSURE EXISTING GAS SERVICES ~ w E _ a3'~REW CREST SUBDIVISION SERVING THE EXISTING BUILDINGS ARE PROPERLY REMOVED. 8. THE CONTRACTOR SHALL COORDINATE WITH PEOPLES GAS TO ~ . 22'~ P.B. 37 PG. 56 ENSURE THE. EXISTING GAS LINE RUNNING THROUGH THE PROPERTY ~ I 4' ~ 4 IS NOT DISTURBED. PHONE. 826-3235 4 y+ 9. EXISTING SEWER LINES RUN THROUGH THE PROPERTY. THE CONTRACTOR SHALL ENSURE THAT THESE EXISTING LINES REMAIN . ~ FCM 4x4 ~ M - - ~ ;~z UNDISTURBED. THE CONTRACTOR SHALL REMOVE THE EXISTING . ~ N89 05 24 W ~ ~ - FC614 x4 ` _ ~ v 209.64 M; 210 R SANITARY SEWER LATERALS SERVING THE EXISTING RESTAURANTS. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF LARGO TO / LOT 10 ENSURE THESE LINES ARE REMOVED IN ACCORDANCE WITH THEIR o ~ REQUIREMENTS. ~ ° 10. AN EXISTING 6° WATER LINE RUNS ALONG THE WEST SIDE OF W ~ ~ 1.2' .Y, II THE PROPERTY. THE CONTRACTOR SHALL ENSURE THAT THIS a ~ / " II ~ II EXISTING LINE REMAINS UNDISTURBED. THE CONTRACTOR SHALL - ~ W COORDINATE DEMOLITION ACTIVITIES AND THE REMOVAL OF EXCESS o W ~,t~' METERS WITH PINELLAS COUNTY UTILITIES. ~ ZN 11. AN EXISTING TRANSFORMER AND ELECTRIC POLES/LINES WILL ~ Z O NEED REMOVED. THE CONTRACTOR SHALL COORDINATE WITH ~ ~ W o~ TREES PROGRESS ENERGY. PHONE: 588-7441. m J> 12. EXISTING WATER, SEWER, ELECTRIC, GAS, AND OTHER UTILITIES c ~ = xv LEGEND SERVING THE EXISTING BUILDINGS SHALL BE REMOVED. THE ~ ZN oa ono - oaK CONTRACTOR SHALL COORDINATE REMOVAL WITH THE UTILITY e ~ ~ au- 0 -SANITARY MANHOLE -PINE COMPANIES TO ENSURE THESE UTILITIES ARE PROPERLY REMOVED. 13. THE PLAN SHOWN IS THE PLAN THE WAS PREVIOUSLY ~ ~o 0 -STORM MANHOLE oa'p -PALM ~ - VERIZON PEDESTAL -ORCHID APPROVED BY THE CITY OF LARGO. THE CONTRACTOR SHALL VISIT ~ ~ p~ W ~N ®-WATER METER -AUSTRALIAN PINE THE SITE PRIOR TO BIDDING TO ENSURE HE IS FAMILIAR WITH THE J ~Z °z~, • -POWER POLE -MAGNOLIA ACTUAL EXISTING SITE CONDITIONS. z ~ rn°„° - OVERHEAD WIRES oa'o - MURTLE ono -UNKNOWN ~ . N V ~ a I " S( '~C N'~~ _r W 0' y P~' '1 ,4'~ ~ ~ ~ 1 y~~, ~ ~~,C~~(- J ~ ~ q ~ , ~ ~ a ~ ' : ti COPYRIGHT 2006 S ALL RIGHTS RESERVED Landon, Moree & Associates, Inc. Anyone copying this document in any manner without the CITY OF CLEARWATER, FLORIDA H "ONDITIONSIDEMOLITION "PLAN expressed consent 0f LANDON, MOREE & ASSOCIMES, INC E shall be prosecuted to the full extent of the low. EXIS TING C Of -DO NOT COPY OR REPRODUCE- 7 T OF 7 _ _ - _ GRAPHIC SCALE 20 0 10 20 4D 80 w 0 x (IN FEET ) 1 inch = 20 ft. a w w z w w wwm ~~Q ooc~ U U, ~ ~ ~ aQa Q¢5 0 ~~a 25'R , o anw.~ 0 w w AIR CONDI110NER TO LOT 5 RECYCLING AREA WITH 10.1' E LOCATED ON 'HIGH BLOCK WALL PLAT BNDY. LOT 5 000 " s MATCHING DUMPSTER Fcu 4'M4' - ~ FIR 5/B WOOD DECK (TYP.) ~ ojJt1 ~ N ssol S89'15'25"~ o.J1'w, _ _ _ _ 209.98 M; 210 R 12• ? ~o'o - - FlR5/8 36.3 ~ , - ~ .1---- 1--- 14.7 ~ #69Di : r TRACT »p~, - - - - x RACT } ` (PRIVATE DRNG. ~ U11L EASEIfIENT) iy r ~ E~ ~ o N 10 7' E'riclostlr2;~ ~ , - -oz i -v::.,.>.,a ~ va..<.... tt anon ~e '7D.~t49~ ' I s' ,r .@., ~'Q, 213 16.3 ' ~~I''~ F i f3 3 k . Q .9 n««.. E ~ - i} w..... ~ 1 LF;; = i:: 1 z ! - ~ ; ~ G "~i~ O rr^^ O . t s ~ ~ ~ : > ~ I ~I LOT 3 10.0' Z , , 21.33' I ~ LOT 3 ...:u. f ......#~~M~~~~: I ~ ~ N ~ ~ ~ f 5.0' PRIVATE ~ LOT 4 ~ z ~ s N LOT 4 w.: i f : ~ ~ s' PROVIDE A F GI,~SMIG..,, ~ 3x3 CONCRETE PAD FOR ~ ' ]8:~ „ DEVICE'.EOR TES ° ~ AIR CONDI110NER TYP. TF ( ) =TR~ACT.i B € t~ .~J... ' U11UTY EASEMENT i I ° v ~ ~ ::s: w ` ' 9' _ y ~ , LOT 1 w (PRIVAT€. DRNG ~ _ } ~ • ~ ° ° ~ _ ~ s O : i ~ do UT1L ESM'T) ` 0 , z t f~ DREW CREST SUBDIVISION z i a I a~ , ; ~ ~ ~ ~ , ~ ~ ~ 7.5' PRIVATE ~ ~ r , ~~x f f € f I _ ~ _ ~ U11UlY EASEMENT~~ W ~ ~ z 1 LOT 2 Z s4.o , ~ I w i > ~ L T 21 o P,B, 37 PG. 56 > .T 0 5 , .s LOT t ..r , ~ I~ w 1 _ ~ _ ~ 5.0' PRIVATE ~ LOT 5 = ' ~ ~ £ £ ~ ~ J :r y~'` I C1 fi' ; U11UTY EASEMENT I F = U ~ Z tx~x ; , ~rsn„ ..,.~,w,,,,~,.m O Z W N I 'v'' W 3. ~ ~ PROPOSED PROGRESS ; ~'s 24.0 f ;i a E . • ~ ~ < - ENERGY LIGHT POLE M ~ ~ .•5~ : ~ , ~ PROPOSED PROGRESS ~ ~ ~ Q jv , ~ ~ fl~~~tt$~ ~~3.. ~ _ ~ ~ • ; ENERGY LIGHT POLE I _ ~ s x ~ ~ ~ t w ~ - ~ 1.9 ~ LOT 1 . , 't'8.5... , . M ~ > Q rrs \ . LOT 6 ~t~~ O W ¢ ,t '~y ~ LOT 1 ~ w ~If , i LOT rz.~` % : Y,. N ~ Y~i ~ ~t; 2.67 # ~ ~ v u 19:5 3 A,. ~ ¢ _ : _ c ~ ~n SUBDIVISION - _ , 4.0' ~ fy ~ y ~ Joao' ww. ~ ° , ~ ~ € I O ~ Z 51GN ~ PROPOSED PROGRESS , ~ W Z € z ENERGY:: LfGHT PO ~ ~ ~ C I L~ < , LOT 7 SIGHT VISIBILITY TRIANGLE PROPOSED: PROGRESS a ~ ..4i.: ~ <;..;; : G I I ANY STRUCTURES OR PLANTINGS IN THIS x ENERGY LIGHT POLE 24.0' ~ r. ~ . ` a U r ~ 0 ; TRACT '~A~~ LoT 7 ..L... ~ U Q J TRIANGLE MUST BE LESS THAN 30 IN Q CROSS WALK SHALL B~ ' ' ` • ~ ~ ~ ' s' ~ I' HEIGHT OR HAVE 8' OF CLEAR TRUNK E£LSTOP (1'YP.)' CONSTRUCTED 0 ~•~E I` (PRIVATE INGRESS, E ~ ' J F ~ I INTERLOCKING PAVERS, DRNG. do U11L ESM'17 ; ..,,.,...u,.:.~~~~,......:. _ I- ; . B ICK OR :OTHER 5IMILARLY < , ~ I Rt 1 STOP SIGN WITH p. ~ I , l i ~ W i i @ I W a ~ z TEXTURED MATERIALS. 24 WHITE STOP BAR , 3~ ' ~ , f .y~ : 3 ~ i f t ~ ~~i,Y 0 ~ LOT 2 ' 3 f ;~F~ ~ f~' x..100.. z .~F ao DREW CREST SUBDIVISION ? - ~ f DRIVEWAY APRON SHALL BE CONSTRUCTED ~ o ~ LOTS ~ ~ OF INTERLOCKING PAVERS, BRICK 0 ~ ~ L~••• P.B, 37 PG. 56 f _ ' 3 ~ LOT 8 ~ Q ~ ~ i OTHER SIMILARLY TEXTURED MATERIALS. I' `^~~~~3/ `r f ~ ' I €I £ f n.. i = - ~ i E £ I e.M.... EE J..~.f f 4 = i g i c: 39.5 _ F'x ~ , t , I : ~ o t 7.0' 3 _ ~I STOOP (TYP. LOT 14 LOT 14 5 0' PR1vATE ~ ~ ~ ~ ~ ~ Q } t _ U11UTY EASEMENT~ ~ ( ~ ~ ~ ~ _ AIR CONDITIONER TO ~~;,t ° ~s~ ~ ` LOT 9 4.0' c f ~ ..:..3 i F I LOT 9 f.....~ ~ Z z ~ ~ `~f E LOCATED ON y x~ - ~s`~: ~ PRIVATE - f ~ WOOD DECK (TYP.) W , ~~~II N _ ~ i oW ' PRIVAIEIDRAIIVAGE do ~ ~ _ ® ~ ^ hv~ _ , unuT , 3 inb U11UTY EASE~IENT~~ ~ ~ I ~ Q m,1,u,.~.~. :':N::: 0 ' 1 W QoW 14.4 ~ ` G'~, ' , € I ~ 64.0 '.15.7 LOT 13 Z y~~ 210' ~ ~ ~ z> LOT 10 ,o.o TR ' PROP. PROGRESS ~ : , . TRACT "Cx,~ ( LOT 13 ~w;.u~~. ~ , ~ ,a LOT 10 ~ ~ W ~ ~ - 39.8 q q ~ wAU. P~ ENERGY LIGHT POLE , ~ ~~I~y~(~ < x I ~ f i E (PRIVATE DRNG ; r ~ ~ ~ ' ..1, v, ~ e:: 5.0 59.1 f,; Ioas'E _ <& I.:I.~. : ~ 1, 4'qF = I i i ~ 1 ~ I 3,,,,,,,,,,,,, ~ 3 jl ~ ~i > ~ b = I ~ # ~ _ ~ I <PRIV~ ~I PRIVA'(F DRAINAGE dt~ f ~ ~ ~ 5.G' PRIVATE ~ s f1~~ 2, 3 ..~~.o ~t ~~K: ,,BJ'E LOT 3 LOT 12 unl q q = ~ 21.33' _ ~ ~ U11UTY EASEMENT ~ .LOT 12 U11UTY EASEMENTS LOT 1 ® o r:~~~ k ~ ~ ~~If~~ RoPOSED P ~ ~ LOT 11 ww. ~ _ ~ D,J2'E DREW CREST SUBDIVISION x ~ M _ ENERGY L1GH P LE r p,sw r ' ~ ' . • r [i $ i 8 i~ ~ ~ £ E ~~mV i f ~ F ~ ~ 4 _ ~ ~~u f 7.5 PRIVATE v u ~..w.: h a~„ k: ~ G 5 k } ~ € i ~ ~i, ~ ,.,.E;~„ ~r» ~ ~ U11UTY EASEMENI'~... I 'u>f 1,2J'E - BUILDING SETBACK LINE « ----~O~B---- 03-- 106- I f az;; - -~0 0- - - - - I ~.:....,,~~uaw.~~~~.... TRACT F TRACT~.~..~~G~~„ FCM 4"z4" i a ~ ~ ~ ~ ~ , - - VATS DRNG. do U11L EASEMENI~ - - - - - - (PRIVATE DRNG. do U11L EASEMEN77 ~ N89 05 24 W ~ ; ~ - - FCg14 z4 ' I _ N 209.64 M, 210 R - , ~I LOT 10 ~I I LoT ~o m 1.z II ~ C - II II f II I f W W d' 'm y WW M o~ ~ZN o~ a~0~r odWW oro mJy~~ o la- ~ `r' ~ ZU1 Ex c ~ ~ a° ~ ~~W ~'~>z zrn .~..WJ~~ °ti ~ ~.n. ~ N Ol V Ma e ti. i ~ n ,N ~1, ' O ~ s Wr ti,- rt ; bl o, ,i I C COPYRIGHT 2 006 ALL RIGHTS RESERVED EAnyvne n, Moree & Associates, Inc. ¦ ng thls document in any manner without the CITY OF CLEARWATER, FLORIDA E 43 sent of LANDON, MOREE & ASSOCI ATES, INC prosecuted to the full extent of the law. O NOT COPY OR REPRODUCE-SEC TION ` 1 7 SITE PLAN /EASEMENT PLANE r oF, GRAPHIC SCALE 20 0 10 20 40 80 w 0 x (IN FEET ) 1 inch = 20 ft. N TE. AFL UTILITIES INCLUDING INDIVIDUAL DISTRIBUTION 24LF ZURN 2886 TRENCH DRAIN UTILIZING TRENCH ~8612N WITH SIX 6" ~ OTTOM OUTLETS AND H-20 GRATE a LINES SHALL BE INSTALLED UNDERGROUND (CG-SLOTTED GRATE) ~ w Z w 18" ADS N-12 PIPE w Wwm z w ~~Q "BOTTOM OUTLET (TYP.) ~ o ° vk ~ Z aQa 33w ~~/M1~` . ! PLAN VIEW W W o ~ R. SILT FENCE ON PROPERTY LINE 6' HIGH WOOD FENCE SHALL BE N.T.S. U U a ~ PLACED ADJACENT TO THE PROPERTY LINE X. TREE CANOPY (TYP.) W r; , ~ ~"vf 10.T x ~ ~ ~ x -PERT BNDY. LJJ ~ i 6'0 '~a~: FC114'~4' C/L C/L a a ~ 0 "."l FlR 5~6" ~ A \ F 6901 i 2.3' y. 0.31'W. www EX. OVERHEAD POWER LINE :~1~ .fv - - - - - FIR.yv~6 1 . 5. 19.33 ~,nn~ ` t~ 6901 3% SLOPE ~ ~ ~ PR. NEW 4' WIDE SIDEWALK ~ - - - - - - - - - ~ - .1..~1 x a> EL. 20.3 ~ o ° PER CLEARWATER STANDARD . r='' ,;t o ~ •~0 ,1. 24,13 y;~. (SEE DETAIL) , ~ STEM WALL BY OTHERS ?4.r 5~ SLOPE , r' PROPOSED. ASPHALT ° N N I ~ y~~ , 3 X. OVERHEAD POWER IJNES 'OWER IJNES ~ ~ 4" n N j m W ~ . 3 ' : w . . ~ ~ E,~'• ~ R. SILT FENCE ON PROPERTY t4 ' : ON PROPERTY LINE / ~ •L.,~<1~ 9,b~`' • ~ 3 ~ M.~, TION PON B _ ~ . FF-24.70 °~~~W.~ z3. 6' HIGH 00 z ~ ~ F DH 19.8. t~ ~ ~ ~ • u,.~ry~,;w: W D FENCE SHALL D FENCE SHALL BE PROPOSED ASPHALT) • - . ' g j ~ ~ ti~ 17.0 rn ~ '~q? • ' ' FF=25.60 PLACED ADJACENT TO THE PRt m • F . ~ ~ , ,z ~ ,EL._ ~9.4r,, ~w>-to-OZCn :NT TO THE PROPERTY LINE ~ ~ . PLACE SIDEWALK 'ON GRADE" IN THE j~?=. ~ ~ ~ A z ~ ` 23,g~ , ~ w a~ • ~ 18" ADS N-12 , n • ` ~ ,f , ;:x'' ~ N o ~ x waNITY of THE 20` OAK TREE. ~ ~ ~ ~ r„ ~ ~ ~ ± ~ : ` ~ . ~ ai a 6 SCH• 40 PVC ~ ~ o PROPOSED TREE BARRICADE. • m ~ i£=F;:>° ~ m ~ SEE LANDSCAPE PLAN F . 020' i ` ~ ~ O O , r H` h ~7 ~ ; ~ ROOT PRUNING REQUIREMENTS. r. ~ ~tia' " m x ~~~„„~r„, , ~ z ~aa l~I 23.6 • INV. EL. 18. t ~ ~ z ~ ~ ~ ~ ~ ~ • . ~ ~ ui O Y <?+°7r•,> / . 3 i 's: 3 ° ~ N ~ o~~<. rtw ~;`i..n~.r.....~rir..a..ar H W r r k, r ~ o ~ "33 PR. TYPE C INLET ET ~ '~CONCRETE'° ~ v~ 119.33. Q N a r i i 1 N ~a is , G Q m ;~.t:,: _ , /ti n ' _ ~ ~ ` ` ER FDOT INDIX X23 X32 s:~ EL ~.17,~• ~3~000 •P.S.I.. , , ~ . ~ `t cn o ~ o • NOTE: ALL DISTURBED AREA WITHIN =;Ys N ~ ~ ~ ~ F GRATE=23.80 E < THE R/W SHALL BE SODDED ~ s PR. ,ES. PER z ° rrr~u,,,,,~ ` ~ I.E.~19.00 ...,u H~ :fl;,Yf z .~N~......aw.dw~ ..::m~P..V r,..~ ~f'~~~~ ~ ~ x ~w OT INDEX #273 w ° ~ : , . , ; , ; s ~~,~~1„ ~ s I.E.=17.90 ~ m m a ~ ~ ° Gf A A 4x4 RIP RAP PA , ~ .tt 1~J:.: r~~~:.:r....~„., "tz~, '24:2p.. ~ ~ . r`,.•' ae~~T! N , EL. 17.0 ~ Q ~ STEPS W/ HANDRAILS SAW CUT EXISTING EDGE OF PAVEMENT "~~,,.:rx~ BY OIHERS . ~g~1 ~ ~ H 1' N 3 ~ ~ U PRIOR TO REMOVING THE EXISIING CURB ~ 2 ~ 4.20 ~=24,70 ' PROVIDE CUR AN,$I`~f0(VS `PER, FDOT INDEX z ° , ~~~llll; ~ . ..5, : w~~ 73 Lf 15 , PROFILE VIEW o o ~ ~ ~ ~ x'300 ANYWH ~Cl9RBS.dB~UP Y END -z N.T.& PR. NEW DROP CURB r ~ ~ x M a LL BY OTHERS 23 a ; 3, 4;;. ~ m m d < r 1 ADS N12 d 0.34X PER FDOT INDEX #300 ~ 2, s°; " 14X ' s ~ : o ; ~E,~ ;"`~\\0\\\\\\\\\\\O\\~O\0~~~~~o~\\\\~~O\~~~~ ~A~. WALL WITH 3~~ FF=25.60 ~ ~ ar9' ww. CURB TRANSITIO ' . ~`I ~ TRECH DRAIN DETAIL ; yo ~ ~ CONCRETE day 1 5.D° TRE.f'JCH DRAIN 29~~ 2`:' ~a~ ~ R PAVER ~ N.T.S. EXIST. CURB INLET ATE=20.30 ~ DRIVEWAY RIM = 18.72 ~7 ro ~ I,E.¦19.41 5 0% <7;,d~.: ?S s' W< THROAT = 17.95 ~ 1.22'E ~i INV. = 14.64 L-•. 90LF 18" ADS N12 0' 09r, . 9{~ ~5 \ ~ C ; ~ D ~1. A RETNNING WALL AND 8 HIGH Fl AND 8' HIGH FENCE ~ P/L ~ r ~ ON ETE ENCASE UN ER • ~E1(, 24 RCP D ~ „ \ SHALL BE PLACED ALONG THE EN1 ALONG THE ENTIRE 10 U Y _ ISCHARGES R RY' .,.T'R NCH _ t T~EEK EX. SMALL~WALL SHALL f a STERLY PROPERIY LINE. 24` RCP DR N SEC ON. " a~, IY LINE. 6' FENCE O . t ~ , ~ °°P .CEO ALONG , : w (SEE SECTION A-A FOR MORE DET CONTRACTOR TO REMOVE EXISTING CURB INLET AND REPLACE ~ ~r ~ ~ ~ FOR MORE DETAIL) STAKED SILT FENCE Z IT WI1H A TYPE V GUTTER INLET PER FDOT INDEX X221 s 3, :I. ' \ ~h ~ " ^ ' PR. LE.m16.40 SE PR. LE.e14.74 S EX. LE.m14.84 0 ` ' I ~ ~ ~'t } ; ; ~ ' ~ ~ 0 5a~ ( ) ~ i a~~~~y~y~,~ ry s gb 05 ~a . ~ AW u:~.. sr„v..,. ~ u,. ~ ~ F' 2 r ~~~aN~ " o ~ tip' titi, ~l. FF=25.60 CON = I °~r 2 PROPOSED ~ W TOWNHOME .N N^~N ~ o CRETE CAP SHALL BE PLACED OVER 18 PIPE WITHIN R/dV. SEE DETAI ~ r ~ , a.~w° 'Aar as a~~ ; ~ or,~,c. ~~1~t~ ~ ~ ~,1 x ~ a C~ 23LF 18 ADS N12 0 0. ~ r F.F. = 25.60 PROP. RETAINING WALL ~ W ~ 37LF 18" CONIECH A-2000 PVC OR RCP 0 0.7 STEM WALL ti~~ _ a"' a PR. TYPE "C" INLET (BY OTHERS) ti FF-24. ry• . ti36 ' ~I"= ? t: ER FDOT IN INLET EL.=25.10 (DESIGN BY OTHERS) ~ Q ~ EX X232 PR. DRAINAGE MANHOLE z ~ •rQ ~ `Tsr ~;o~ - DEX X232 a.. , . ~ m ~ GRATE 23.60 : PER FDOT INDEX X201 ~ PR. M.E.S. s PER ~ o~~. ~ c~ _ , RIMs20. ~ OT INDIX 73 ~~~~"~x"'~`"""~p~ p'.~ I.E.~18.75 . GRpp6 Z I.E.m16.45 ALL ~.e Q I.E.s17.90 F~~; x hhf: ~ N< ~ EX~S~N ~ ~ ~ p CONTRACTOR TO REMOVE EXISIING CURB INLET 14 LF 15' ti _ ` .aka: 1 ~,H ~ s.: ~ 76 LF 15 ADS N12 0 0.33x AND REPLACE IT WITH A DOUBLE WING INLET ADS N12 A 0.41G 9k V,.... '0 t"' ' m 6'w}• ;x 'EL. VARIES (24.1 TO 23.6) Z O ~ ~ 0 PER CITY STANDARD X211 _ ::K::: ~ rn ,°F ee y"~ o.1a'w. ~ WOOD DECK ON z 1 ~n I w° PR. I.E,~15.00 (N) ~ o If>~ ~ x ~mxa » EXIST. CURB INLET. PYLONS ELEVAIE[~ ~ G; o s ~ =J INSTALL CONC. PADS ABANDON EX. 12 PIPE CONNECTION. a... " O ~ w ~k.' .,n~,~4 rye' o x TOP - 19.26 OVE POND ° < m , , ; - ~ ~ _ as uuu t~ , ~ , , " AT BOTTOM OF THE WALL ~ ~ ~ ~ W IN LOCATIONS WHER ~ 0 01'- - ° PAY ~ OxNx.. ..xv,.H ~w.y - INV. - 16.96(S) , z m m (DESIGN BY ~ FF-25.60 I~, WATER WILL SPILL OVER Q INV. = 16.72(W) ~ _1 ! OTHERS) pg m ~ ~ ,~~^t, 1 ry THE WALL ~ O ~ 2 ~ PR. OUTFALL STRUCTURE 4 ~a• ~ ; •y. _ ~~W SEE DETAIL I -R ..:I , s. - ( ) ;...k to ~r ~ I GRAlE020. ~ ~ P N :0~' ~ , ~ 23.1 ~ $.4% 4 CIF SECTION A-A ~ ~ ~ HANDICAP ' ; ono ~;0% ' ~ . 1.oo'E LE.=18.50 (NW) ~ ~ U.D.C 0. rn ~ ~ ' o' ~ •n 1' ACCESSIBLE z ' z~ 1 ° z~ ~ ~ ~ .,o' ~ < ~ a' aF N.T.S. ~ V o 2J ~ 5 10 a - ZZ s M~ 23:86 60 , , . ° . ~a. 25• 1.63'E LE.~16.75 (S) LE.~1 7 UNIT z ~ ' w FF=24.40 ~ m m a ~ ~ ~ 25 LF 8 UNDERDRAIN ° d ~ o.32'E OVERHEAD POWER LINE 4.38 ~ 1 0 OX SEE DETAIL t - STEM WALL BY OTHERS ? ?q ?3 ~~t~C: ( ) g g II o~~': ' ? ?rs zi: ?3 4' CIF ~ ~ 82 LF 15" ~o z S A ?r x s s~ 9 ADS N12 0 0.9X , '`'';J~ _ x >S x - 0 0 ~ PROPOSED EX. OVERHEAD POWER LINE •,e~ _ ~ ~ - - - FCM 4x4 auuuu~, N ~l .y p~, TOWNHOME PR. SILT FENCE ON ADS N12 0 1.OX ~ r r,x PROPERTY LINE » r 159 LF 15 II PR, TYPE C INLET ADS N12 0 0.7 r F.F. = 24.70 PR. DRAINAGE MANHOLE ER FDOT INDIX 32 5x PR. TYPE C" INLET II ~ PER FDOT INDIX 23 STAKED SILT FENCE PER,`>FDOT INDIX 01 GRATE~20.50 ~ I l.z ~ II RIM=~'Q.50 LE,~17.30 GRATE 23.60 PROP, ~rw. x ~I ~ LE.~18,50 ~I LE. 17,00 R. SILT FENCE ON PROPERTY LINE .~..~~~,wm,DEfi...PON D 6' HIGH WOOD FENCE SHALL BE II .w~.,. TOP=20.5 PROP. STEM WALL GRADE 25YR DHWL=19.8 PLACED ADJACENT TO THE PROPERTY IJNE EXISTING (BY OTHERS) ~r SHWL=17.0 m ~ ~ BOTTOM=18.0 ~ e Q] w W fA d' SECTION B-B ° ~ N.T.S W I C W v ~t ~Zy a~ ~ Z 4 r oljWW `on m J I s `o F- ~ r ~ Z (A ~ x ~ • . . c ~ ~ a° ~ a ~ • ~ ' ~Zy o ' • : . • 6 MIN. • ' CONCRETE• ' ~~W ~N r•' , p ' ' 3,000 P.S.L~ ; 4~ • p/l, J ~ Z z ~ ' •'~4 1 ' r • n 4' PROPOSED DRIVEWAY W J rn r .4.. ~ PROP. DROP CURB a N N PER FDOT INDEX X30 1~ f J • '4 : 6° 18" ADS ° ' 6.. • 5.0~ Mu„,w~~... , fi EVERGREEN ROAD f • V ~ a t, . w ~ f~ , o r SECTION C-C CONCRETE CAP DETAIL N.T.S. `..i ~ dJ .c ~ , ~ ~ ~ ,Q ~ J N.T.S. r jIl ~ W J (c J o COPYRIGHT 2006 S ALL RIGHTS RESERVED Landon, Moree & Associates, Inc. Anyone copying this document in any manner without the CITY OF CLEARWATER, FLORIDA ~ H expressed consent of LANDON, MOREE & ASSOCIATES, INC. shall be prosecuted to the hull extent of the law. PA VING C E -DO NOT COPY OR REPRODUCE-EC TION ! , GRA DING & DRA INA GE PL A N T OF 7 GRAPHIC SCALE 20 0 10 20 40 80 w 0 (IN FEET ) x z • 3 1 inch = 20 ft. 0 a w w z w w W wwm Z ~~a ooc~ vv, Q Z II W aaQ 33w W ~~o 'fin t.! Y O J J ~~a aa~ W 6'O FCN 4'z4' r~ 0,13'N. 0 w Z 12' ? 10'0 O.JPW: ~N~ w NOTES:. 4' PVC SAN. SERVICE 000 1. ALL UTILITIES .INCLUDING INDIVIDUAL DISTRIBUTION LINES SHALL LINE (TYP.) . :r . BE INSTALLED UNDERGROUND. ; "N PPROXIMATE LOCATION OF ~ ~ ~ : ~ _ 2. THE. CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE ` O, . ~ ' . _ SANITARY SEWER MANHOLE EXISTING 6" WATER MAIN ~ . f C.O. (SEE DETAIL) ~fit~~ ' WATER -METER AND SET THE B.F.P.D. (BACK FLOW PREVENTOR ~W>-~-°z~ x ~ ~ ~ 1i; . I.E. 19.20 (S) 0 DEVICE). THE OWNER- IS RESPONSIBLE FOR THE WATER MAIN N o - ti a ~i~f I.E. 19.30 E O ~ ~'~II~ a~s3 INSTALL 6 - 3 4' WATER METER'S WITH BA 5 ~ / CKFLOW PREVENTOR 02a' I~> EXTENSION FROM THE TAP TO THE DEVICE. THE OWNER IS ALSO ,~I ~ ~ N ` Iw ~<< I 4 GATE VALVE ~r~> ~ r . f x. a.~„ J Ia RESPONSIBLE FOR ALL ASSOCIATED FEES AND ALL OTHER ~ 8x4 x8 TEE f ~o Z INSTALLATION -FEES. ~ o 0 0 INST ~ ~ ~ " ALL 8 PVC WATER MAIN (C-900 f, . ~ 86 LF 6 PVC INSTALL TEMP. BL04YOFF AND SAMPLE POINT ~ • ~ ; 02.7796 ,A.. ~ 33 ,4r " 4.` 3 3. THE CITY. OF CLEARWATER, AT THE OWNER'S EXPENSE, WILL ~ Q CONNECT INTO EX. 6 MAIN AFTER PRESSURE TESL BACTERIOLOGICAL ~ ' C, RESULTS AND HEALTH DEPARTMENT APPROVAL BY CI - ~ . :I3t ~ yz , , REMOVE/RELOCATED ANY/ALL WATER METERS THAT HAVE TO BE ~ ~ ~ Z 0 RELOCTED AS PART OF THIS DEVELOPMENT, INCLUDING RECLAIM ~ Q EX. 8" WATER MAIN SHALL BE REMOVED AFTER 4 P ~ 4,~ tax" ~ ~1, " ~~;i " , , . ~ 1 PVC WATER NEW 6 MAIN IS PLACED INTO SERVICE y <Ilfl~ x~ ~ ` 3 ~ i~~~~f ~ ;x:~ SERVICE LINE TYP. WATER .METERS. (N0 METERS SHALL BE LOCATED. WITHIN ANY o o ~ 3 CONNECT INTO EXIST. SAN. MH ~ _ ,K,,~ µ ~ ~ ~ ~ ' i ~ RIM ~ 19.43 ~ IMPERVIOUS AREAS.) PR. INV. s 15.71(E) ~In Maio' w~u 4. .ALL-.FIRE HYDRANT ASSEMBLIES INSTALLED GREATER .THAN 10 ~ ~ ~I~I•= I INV. 15.48( uY~ I INV. ~ 14.93(S) 1" PVC WATER;:;. O• INV. m 14.91(N) 1`"~ ~ i I FT. FROM A WATER MAIN -SHALL BE CONSTRUCTED WITH DUCTILE SERVICE LINES (TYP.} ~ RIM TO BE AD~JSTED SO THAT ' IRON PIPE AND SHALL HAVE A GATE VALVE AT THE TEE ON THE ~ NSTALL 6 PVC WATER MAIN C-9 ~ =3; IT IS FLUSH WITH THE DRIVEWAY ( s'~ 1:22'E 8 GATE VAL .8., 135 LF 8 PVC " ~1# BRANCH LINE, AND AT THE FIRE HYDRANT ASSEMBLY (F.H.A.). 8x6 x8 TEE 0 0.4596 _ ~r ~ , ~ ~r, r I = ~ ~ nr..,~ ~ 5. THE FIRE HYDRANT ASSEMBLY SHALL BE INSTALLED AND IN ~ C~ _ "o~ < ~ T. SEE DETAI SH I:OR r SERVICE .PRIOR TO. CONSTRUCTION IN ACCORDANCE WITH FIRE Q -J 8"x4"x8" o y ; ~ ~ I STA TION D AIL ~=a,: 4 PVC SAN. SERVICE 1 . ~ " P IJNE (TYP.) f'4 , S DEPARTMENT .REQUIREMENTS. ~ J ~ 0 1? 1~~'' 3 o c~ g Q W I F 0W I ~ ~~~1 . , t <,; ~a ~t1 . ~ . SANITARY SEWER MANHOLE ' V x.. ,A .~1~ ~ (SEE DETAIL) s3 . , 4 P 3 ~ ~ IM~23,49 vJ Q M C.0 . I.E. 18.32 (W) m INSTALL B - 3/4 WATER METERS ` - 4 3 ~ ~ i ~ W °o ` LE.=18.82 (N,S,E) 4NTH BACKFLOW PREVENTORS 1 9f i ~Z ¢ R~::Y Y , CONTRACTOR SHALL PAY SPECIAL ,ATTENTION TO NOTE # 5 .ABOVE ~ ~ AFTER 8 MAIN IS PLACED INTO SERVICE, RECONNECT ANY SERVI , t~ ~ A:: oa4'w. LINES TO NEW MAIN. CONTRACTOR TO VERIFY SIZE AND LOCATION. ~ ® " Z o ~o AND SHALL. INCORPORATE THIS- INTO THEIR CONSTRUCTION SCHEDULE. 0 ~ (n=~ ~a.~: ® r:: 1 PVC WATER ` a 0 3.50X D ~ ° SERVICE UNE (TYP. ~ ~ . i .r . ~ fi. , Z z~W CONNECT INTO EX. 8" MAIN AFTER PRESSURE TEST, BACTERIOLOGICAL I , QoQ - 1~ z "I w F c RESULTS AND HEALTH D ARTM ~ • , ; SANITARY SEWER MANHOLE EP ENT APPROVAL (BY CITY) R k ~ ,k ~ ~ <f ~ ~ ~ ~ ~ welt t:: l ' (SEE DETAL) ' ~ a2e'E Q O (n ~ ~ 1 ~ " ~ c ~ ' IM=23.74 I I INSTALL TEMP. BLO ~ ~ . I 4 PVC SAN. , a _ WOFF AND CHLORINE INACTION POINT ~ ~ q SERVICE , : ' ~ < ~ ` ~ , , ; I.E. 19.20 N 4' ~ I LINE (TYP.) ~ ~ ~ . Q~w 1, ~ ~ 4' CIF ~ W°~ ~.0 3', 1.63$ ~ ~ s WAIL ~ ~ 3 ~ 33~. ~~K: 0,32'E :w ~Z 0 ~£11~, fix. 3'~:3 ~ I ~ ~ ~~.u,.., .,I~....~...~~...~..~.~.~~.nn.~..~..~.......~~.~.....~.....~.~~~~~~~~~n~.,~.,.,.,~w~...~~,uuu.,w..uuwuw~~~,.,...~w..u~~w~.~,w~,wwwwww.~....,.u~.......~..~w~.. ~ I I 4 0 ~ ~ _ II II II it / II . II C W ~ (p sF ~ ~ ~ o W ' v°rn ~ZN'o~ a z C ~ otlWW o°n° •~y a~ OI~~ ~ ZN Ex c ~ ' CONFLICT "A" CONFLICT "D" CONFLICT "B» ~ »C„ a z0~ ~o PROPOSED GRADE PROPOSED GRADE J.WiOCWZ oj' z m 19.0 19.3 W a rn^ EXISTING. 8" CL EXISTING. 8" CLAY SANITARY o~y 0. PROPOSED. 6" PVC WM PROPOSED. 6" PVC WM PROPOSED. 6" 18° PROPOSED. 6 PVC WM J w -PROPOSED. 6" PVC WM STORM N ~ 4 V ~d 45' BEND INV.=16.4f 6" PVC WATER MAIN -161 6" PVC WATER MAIN 45' B N -16.4 E D BEND INV.=15.71 45' BEND 12" MIN. 12" MIN. 45' BEND - THRUST BLOCKS ' to{ r x,11', 6" MIN. 6" MIN. ,r:*..s=~:. . IF REQUIRED BY CITY .r.X.;.~i:M:; i-~-'k~ .:~:-_.:_,ya;~''i1;!~., •.r ~ d^`Ln' ~ GA -15.6 -15.9 ::fix `d .F'" W~ NL. -INV.=14.8 -INV.=15.1 EXISTING 8 CLAY EXISTING 8" CLAY SANITARY SEWER SANITARY SEWER NOTE: ALL FITTINGS MUST HAVE RESTRAINED JOINTS '~~~.J ~,,w~',~3 J NOTE: CONTRACTOR TO CENTER ONE LENGTH OF PIPE AT EACH CROSSING LOCA11ON IN "`•O- } NOTE: ALL FITTINGS MUST BE RESTRAINED NOTE: ALL FITTINGS MUST BE RESTRAINED NOTE: CO OR ORDER TO HAVE JOINT LOCATIONS AS FAR AWAY AS POSSIBLE FROM CROSSINGS. WATER MAIN SANITARY SEWER CONFLICT DETAIL WATER MAIN SANITARY SEWER CONFLICT DETAIL WATER I N.T.S. N.T.S. WATER MAIN-/SANITARY & STORM SEWER CONFLICT DETAIL COPYRIGHT 2006 N.T.S. S TALL RIGHTS RESERVED H :con'sent , Moree & Associates, Inc. ([expresse this document in any manner without the CITY OF CLEARWATER, FLORIDA of LANDON, MORES & ASSOCIATES, INC. osecuted to the full extent of the low. E NOT COPY ORREPRODUCE- TION 1 ' UTILITY PLAN E T 0 F 7 WATER MAIN LOCATION N T 0 ES . CONSTRUCTION TECHNICAL SPECIFICATIONS EVERGREEN AVE "Water mains" shall mean mains, includin treatment lant rocess i in , conve in either raw artiall RIW CONSTRUCTION NOTES 9 P P PP9 Y9 .P Y 1. All construction shall conform to the minimum standards set down in the City of Clearwater land treated, or finished drinking water; fire hydrant leads; and service lines that are under the control of a 1. All. right-of-way installations will be in accordance with practices referenced in the State of Florida DRIVE development code, zoning, and/or related ordinances as applicable, public water systems and that have an inside diameter of three inches ar greater. Utilities Accommodations Manual. 2. Prior to construction commencement, the Contractor shall obtain from the Engineer and/or 1. Horizontal Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater 2, All design and construction must conform to the minimum standards set down in the Pinellas (SEE PLAN) (SEE PLAN) i (SEE PLAN) (SEE PLAN) Developer copies of all pertinent permits and approvals related to this project. It is the contractors or Stormwater Force Mains, Reclaimed Water Pipelines, and On-Site Sewage Treatment and Disposal County land development, zoning and/or related ordinances, and minimum testing frequency 6" 0.59 MIN. 59 MAX. ~ 0.59 MIN. 5~.MAX ~ 6" responsibility to properly post all permits on-site and to assure all construction activities are in Systems. requirements. compliance with the conditions of all permits and approvals. (a) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least 3, Signs and barricades shall be in accordance with the US Department of Transportation's "Manual on three feet between the outside of the water main and the outside of any existing or proposed storm Uniform Traffic Control Devices" and the Florida Depertment of Transportation's "Design Standards" CONSTRUCTION NOTES sewer, stormwater force main, or pipeline conveying reclaimed water regulated under Part III of Chapter Indexes 600 thru 670 (latest editions). 4:1 SLOPE 4:1 SLOPE 1. All elevations are based on NAVD 88 datum, The contractor shall obtain a copy of the survey to 62-610, F.A.C. 1.5" ASPHALTIC CONCRETE SURFACE COURSE (TYPE S-1 or S-3) NOTE: PAVING SHALL BE IN ACCORDANCE verify this datum and also for determining Benchmark locations and elevations. 4. Safe pedestrian traffic is to be maintained at all times. (b) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least WITH THE FDOT "STANDARD SPECIFICAl10NS three feet and preferably ten feet, between the outside of the water main and the outside of any 5, An s 2. All existing information as provided by survey data prepared by George A, Shimp II & Associates, y idewalk which becomes undermined must be removed and replaced. Sidewalks are to be 6" LIMEROCK BASE (LBR 100) (LATEST EDITION) RIDGE CONSTRUCTION" 9" STABILIZED SUB BASE (LBR 40) ~ Inc. existing or proposed vacuum-type sanitary sewer. reconstructed within (3) days after removal. When existing sidewalk is removed, it is to be removed to the nearest joint. 3. An discre ancies between the en ineerin Ions architectural Ions or Cit of Clearwater Codes (c) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least Z INTERIOR DRi VES & PARKING APRONS w s Y P ' e egt'o 9 P to P ~ Y six feet, and preferably ten feet, between the outside of the water main and the outside of any existing 6 hall be brought to the engin er s att n i n prior construction. or proposed gravity-or pressure-type sanitary sewer, wastewater force main, or pipeline conveying Place expansion points where 4" and 6" concrete abut. N.T.S. 0 4. All practicable and necessary effort shall be taken during construction to control and prevent erosion reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. The minimum horizontal 7, Saw cut existing edge-of- avement rior to removal of curb. separation distance between water mains and gravity-type sanitary sewers shall be reduced to three feet P P U and transport of sediment to surface drains and to lakes and also to conform with permit conditions. where the bottom of the water main is laid at least six inches above the top of the sewer. 8. Place expansion joint between back-af-curb and concrete driveway. og Jt~e< e~4 og,~` ~ ,g~'G 3' Transition NOTE: Wings only if 5. Plans are not valid for construction unless signed and sealed by a Professional Engineer Registered (d) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least Qoyetn side slo es Re uo-e. Remove Curb if Existing 3 in Florida. ten feet between the outside of the water main and all arts of an existin or ro osed "on-site 9. Compaction for driveway backfill shall comply with AASHTO T-99 (100%). P Y 9 P P ~til'~,05~~j1 Exist Conc Drive 6, Re uired tree barricades must remain intact throu hout construction. Encroachment into or failure to sewage treatment and disposal system" as defined in Section 381.0065(2),. F.S., and Rule 64E-6,002, q 9 10. Disturbed area within the right of way will be compacted to 100% of a standard T-99 proctor and ~t w „ maintain tree barricades will result in enforcement action which may include citations and/or permit F.A.C. sodded. revocation. A A Back of Curb Max Slope ~1„ 1„ 1~ Max Slope ~ Non-slip surface require- l W 2, Vertical Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewoter or 11, Do not disturb existing underdrain or storm systems. If filtration bed is disturbed, contact the ments, see Note 8. 8. Silt fence to be installed around all areas of proposed construction. (FOOT Index No. 102 Type III) Stormwater Force Mains, and Reclaimed Water Pipelines. City of Clearwater inspector for assistance. (a) New or relocated underground water mains crossing any existing or proposed gravity- or 12, Restoration of curb, street drivewa s and lacement of sod shall be com leted rior to excavation 9. The contractor shall adhere to the Minimum Testing Frequency requirements of the agencies having vacuum-type sanita sewer or storm sewer shall be laid so that the outside of the water main is at startin in ono h ~ Y P P P jurisdiction over the project. least six inches, and referabl 12 inches above or at least 12 inches below the outside of the other g ter ores by the same contractor. ~ 1/2" Exp, Joint ^•;•5,::••• 1/2° Exp. Joint w ~ P Y Pro ert R.o.w. Line TYPICAL DRIVEWAY CROSS SECTION 10. The contractor shall coordinate with the Geotechnical En ineer for an testin that ma be re uired pipeline. However, it is preferable to lay the water main above the other pipeline. 13. Type of sod used to restore owner-maintained area in ri ht of wa shall be coordinated with includin ,but not limited to, materials testin , as halt, base and sub-base test n ,concrete testin , owner. g y 9 9 P g 9 (b) New or relocated, underground water mains crossing an existin or proposed ressure-t e ~ o building pad testing, and utility trench testing. Copies of these tests shall be given to the Engineer for y g p yp a~ Conc. Sidewalk N ~ N review, A final Signed and Sealed report containing all testing shall be given to the Engineer after all sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water shall be laid 14. No stockpiling of material in roadway or on sidewalk; all dirt and debris will be removed from job testing has been completed. so the outside of the water main is at least 12 inches above or below the outside of the other site daily. Roads and sidewalk to be swept daily as part of daily clean-up. B ~ B PLAN VIEW pipeline. However, it is preferable to lay the water main above the other pipeline. 11. The contractor shall coordinate with the agencies/inspectors having jurisdiction over the project to 15. At least one lane of traffic will be open at all times. Whenever traffic is reduced to one lane, determine what inspections will be required throughout the project. The contractor shall coordinate (c) At the utility crossings described in paragraphs (a) and (b) above, one full length of water main 'flagmen and "flagmen ahead" signs shall be utilized. Appropriate barricades and "construction ahead" o; o!w>-N-OZt~ required inspections with the Developer and Engineer. pipe shall be centered above or below the other pipeline so the water main joints will be as far as signs shall be utilized per FOOT manual traffic control through work zone. possible from the other pipeline, Alternatively, at such crossings, the pipes shall be arranged so that all ~ R 12. The contractor shall saw cut the existing edge of pavement prior to the removal of any curb or water main joints are at least three feet from all joints in vacuum-type sanitary sewers, storm sewers, 16. No street shall be closed without the written permission of the City of Clearwater traffic division. ~ o 0 4' Min Residential Street 1' Cit R W \ O O Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut ~ ~ 0 5' Min Arterial Street 2' County R/W Z I I pavement and also prior to pavement tie-in. stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of Chapter At least 48 hour advance coordination is required. 62-610, F.A.C., and at least six feet from all joints in gravity- ar pressure-type sanitary sewers, or Remove entire Curb and Replace as Part of Sidewalk Ramp, °M N ~ N ~ 13. Special care is to be taken so trees remain unharmed during construction, wastewater force mains, or pipelines conveying reclaimed water not regulated under Part III of Chapter 17. Any portion of the roadway that sustains excessive construction related damage, in the opinion of 62-610, F.A.C. the City of Clearwater, shall be repaired at the contractors expense in a manner specified by the City. 14. Contractor shall furnish Landon, Moree & Associates, Inc. with one complete set of As-Built plans Modified and Valley Gutter Curbs 1/4" per Foot I a N join exist back of curb ai ~ ~ z signed and sealed by a surveyor upon completion of construction. 3. Separation Between Water Mains and Sanitary or Storm Sewer Manholes, 18, The contractor shall provide erosion control measure as necessary as indicated in the NPDES permit. 16. Safe pedestrian traffic is to be maintained at all times, (a) No water main shall pass through, or come into contact with, any part of a sanitary sewer or " Textured Surface ~ o ° ~ 3000 si canc 4 thick, Constr. 6 ~ 1" 1o Max Slope ~ Back of Curb P ~ " ~ storm manhole. 19. Maintenance of Traffic for work within the City of Clearwater Right-of-way shall be performed in . • , • • . . • • • • ' ~ • thick at driveways with 6x6 #10 17. No stockpiling of material in roadway or on sidewalk. All dirt and debris shall be removed from job accordance with FOOT Design Standard Index # 600, 603, and 660, (latest edition). Lane closures along site daily. Roads and sidewalk to be swept daily as part of daily clean up. 4. Exceptions to the above requirements may be allowed where it is not technically feasible or Evergreen Avenue shall not occur during the peak hour periods of 7 to 9 am and 4 to 6 pm. ~ welded wire mesh. See note 7. `l V ~ ~ Remove to an ~ m V z ••••~1/2 Expansion Joint even jointar sawcut ~ ~ ~ w economically sensible to comply. In this case, the contractor shall provide written justification to the v Q 18. All subsurface construction shall comply with the "Trench Safety Act". It shall be the Contractor's Engineer why they cannot comply. The Engineer will review F.A.C. Chapter 62-555.314(4) for possible responsibility to insure that all construction is in compliance with the Occupational Safety and Health alternatives and consult with FDEP on the exception and obtain FDEP approval. ' Administration (OHSA) Regulations. NDTES: SECTION A-A SECTION B-B 3 v 3 ~ o ~ 3 WATER SYSTEM NOTES NATURAL GROUND OR SUBGRADE 19. The soil and sediment control devises shall be installed prior to construction, maintained throughout 1. New or altered water mains included in this ro'ect shall be installed in accordance with a licable 1. Provide tooled joints at distances matching the w(dth. Also p p U 3 place expansion joints at driveways. 8. Ramps shall have a tactile surface, textured to a depth not construction, and until the site is permanently stabilized. P 1 PP AWWA standards, the utility companies standards and in accordance with manufacturers recommended 2. If some physical obstruction exists which prevents the placing exceeding 1/8" by use of tamp or roller in conformance with of sidewalks as shown, contact the Engineering Division for requirements of FDOT Roadway and Traffic Design Standards, 20. All sodded slopes over 4:1, shall be installed with sod pegs. procedures. BACKFILL TO BE COI alternate location. Detail 304 or most recent modifications, CFILL TO BE COMPACTED TO 3. Wooden and other spacers will not be permitted in sidewalks ar ELEV. 2'-0° ABOVE TOP OF PIPE 100% T-99. LIFT TH 21. Contractors shall test slopes steeper than 4:1 for stability. If it is determined that slope will need 2. All water main tees, bends, plugs, and hydrants installed under this project shall be provided with CUT-OFF SHEETING IF RE UIRED• MAY VARY DEPENDEI T-99. LIFT THICKNESS driveways. to be stabilized beyond .sod secured with pegs, the contractor shall submit a stabilization plan utilizing restrained joints to prevent movement. SEE SPECS. FOR REMOVAL. MATERIAL, EQUIPMEN VARY DEPENDENT UPON 4. No coatings of any kind will be permitted an concrete sidewalks or driveways without specific approval of the City TRIAL, EQUIPMENT, & COMPACTION Engineer. geoweb or equivalent submitted to engineer for approval. Material shall be installed per manufacturer's 3. All water main i e i e fittin s i e 'oi METHODS USED, BUl iODS USED, BUT IN NO CASE 5. All concrete shall be 3000 psi min. ®28 days, with fiber guidelines. p p , p p g , p p ~ nt packing and ~omting materials, valves, fire hydrants, and meters installed under this project shall conform to applicable American Water Works Association (AWWA) SHALL EXCEED 24". L EXCEED 24 . DENSITY TESTS mesh reinforcing. standards, TO BE TAKEN IN AC 22. All sidewalks to be a minimum"3000 psi concrete. and 4" thick except at driveway crossings where Z THE GOVERMENTAL I IE TAKEN IN ACCORDANCE WITH 6. Concrete surface to be light broom fin(sh. GOVERMENTAL AGENCY HAVING 7. Concrete driveway construction shall be 6" thick w 6x6/10x10 welded wire mesh reinforcement, they shall be 6" reinforced w/ 6'x6 No. 10 w,w.f. Place expansion joints where 4 and 6 concrete ~ JURISDICTION, OR A; abut. 4. All water main pipe and pipe fittings installed under this project shall be color coded or marked in r SDICTION, OR AS MAY BE REQUIRED Q accordance with subparagraph 62-555,320(21)(b)3, F.A.C., using blue as a predominant color. ~ BY ENGINEER. :NGINEER. 23. Minimum pavement slope shall be 0.5%. Any areas of ponding shall be .repaired at the (Underground plastic pipe will be solid-wall blue pipe, will have a co-extruded blue external skin, or will ELEV. TOP OF PIPE p~ be white or black i e with blue stri es incor orated into, or a lied to, the i e wall; and under round BE G A IL 6" MIN. - 12" MAX. Contractors expense. metal or concrete pPe will have blue stri es a lied to PP p'p 9 12 DIA. & UNDER 11N. - 12" MAX. Pick Hole ~ J p p p pp the pipe wall. Pipe striped during manufacturing WITH SELECTED MATERIALS D DIA. & UNDER ~ ~ J MI12" DIA. MAX. 5/$„ 1-1 /4 ~ ~ ~ 24. Disturbed area within the ri ht-of-wa will be com acted to 100% of maximum densit and of the i e will have continuous stri es that run arallel to the axis of the i e, that are located at no 12" MIN. - 18" MAX g Y _ _ P y renter than 90-de ree intervals arou P P P TO PLACED & COMPACTED OVER sodded. Type of sod used to restore the right of way shall be coordinated with the right-of-way owner. 9 9 nd the pipe, and that will remain intact during and after IN 6" LIFTS UTILIZING 12 DIA. installation of the pipe. If tape or paint is used to stripe pipe during installation of the pipe, the tape ? or paint will be applied in a continuous line that runs parallel to the axis of the pipe and that is METHODS & EQUIPMENT ~ Min. 4 Required I W ] 25, Signs, pavement markings and barricades shall be accordance with the US Dept. of Transportations located along the top of the pipe; for pipe with an internal diameter of 24 inches or renter, to a or APPROVED BY THE ENGINEER. "Manual on Uniform Traffic Control Devices and the Florida Dept. of Transportation's Roadways and g P m ~Z Traffic Design Standards" Indexes 600 throw h 670 latest edition . paint will be applied in continuous lines along each side of the pipe as well as along the top of the g ( } pipe. Above ground pipe will be painted blue or will be color coded or marked like underground i e. P P } PIPE BED PRWq ~ ~ 26. All right-of-way installations shall comply with the State of Florida Utilities Accommodations Guide. DING > M 5. Polyvinyl chloride plastic pipe (PVC) 4 12" shall conform to AWWA C-900 plastic pipe, and be TAMPED & COMPACTED UNSUITABLE 27. The location & elevation of existing utilities are approximate as shown and it is the contractor's National Sanitation Federation (NSF) approved. The pipe shall be class 150 (DR18). Joints shall be MATERIAL ~ responsibility to determine the exact location and elevation of the utilities prior to construction in their rubber gasketed conforming to AWWA C-900, All pvc pipe shall bear the NSF logo for potable water. ~ \ U 5 T O R M ~ ~ W rl~ vicinity. Prior to utility construction, Engineer shall be notified of any discrepancies in .utility elevations or The pipe shall be blue in color. locations, Deviations from the approved plan without the Engineer's approval will be subject to relocation 6. Provide adapters as required to loin pvc pipe to pipe, fittings and equipment of other materials. at the Contractor's expense. _ 5 E W E R? Non Skid ~ O~~ ~ RING HALF PLAN Re uired o ~ Q tL BOTTOM OF EXCAVATION q ? ? ? ? ? Pattern = ATION N ? ? Required Z ~ ~ W 28. The Contractor shall be responsible for verifying the location of all utilities whether or not the are 7. Ductile iron pipe (DIP) shall be minimum pressure class 350 (4" - 12") and conform to AWW Y C-150. All ductile iron pipe shall have a standard thickness of cement mortar lining as specified in indicated on these plans and shall notify all utility owners a minimum of 48 hours in advance of AWWA C-104 pipe joints shall be of the push-on rubber gasket type conforming to AWWA C-111 NOTES: FLP ~~Q construction commencement, 1, FOR TRENCHES IN PAVED AREAS OR AREAS TO TEAS TO 36" Q O ~ _ 29. All underground utilities must be installed before base & surface course are constructed. 8. Fittings for ductile iron pipe and pvc C900 pipe shall be ductile iron and shall conform to AWWA RECEIVE NEW PAVEMENT, SEE PAVEMENT C-110. SPECIFICATIONS, 30. All pipe lengths are plus or minus and are measured to center of structures. 9. Blue polyethylene wrap used for corrosion prevention on ductile iron pipe shall conform to the T \ 23" ~ ~ Q ~ 21" SOLID COVER ~ LLJ ~ ~ 31. Conflicts between water, storm and underdrain s stems to be resolved b ad'ustin water lines as requirements of ANSI/ASTM D1248. The minimum nominal thickness shall be D.008 in. (8 mils). Y Y 1 9 Installation of poly wrap shall be in accordance with AWWA C105. T ~PI AL T REN H E TI neaessa . N ry ~U ~'~ON Machined Surface (n i j N L.L ~ 32. The contractor shall use extreme caution when connecting proposed storm sewer, sanitary sewer 1 D. Pipe installation far pvc pipe shall be in conformance with AWWA M23 (latest edition), Installation N , T. S, and water mains to existing mains or structures. Any damages caused shall be the contractor's for ductile iron pipe shall be in conformance with AWWA C600 (latest edition) rn Io responsibility. 11. All public water system components, excludin fire h drants, that will come into contact with ~ » 22-3/4" 9 Y 1 -0 33. Property owner shall maintain water and/or sewer lines or facilities on-site. drinking water shall conform to NSF international standard 61, o _1 r ® o 34. The contractor shall remove all abandoned utilit lines, i es, structures and other subterranean 12. All pipe and pipe fittings shall contain no more than 8.0% lead, and any solder or flux used in o 'ects o Y P P this project shall contain no more than 0.2% lead. , << S b1 t a minimum depth of four (4} feet below grade, or as otherwise directed by the engineer. ifft .;,.5 p STANDARD PRE-PAINTED 13. All pvc water mains shall have continuous detector tape 12 - 18 inches above the main. Refer WHITE BORDER , ,ia 0 DISABLED PARKING SIGN RING - SECTION MQChlned SUrfQCe ON 1/8" THICK SHEET 35. All drainage structures must be constructed per Florida Department of Transportation Road Design - m Standards. All drains a structures must have a minimum interior floor s ace area to specifications of the utility having jurisdiction far more detailed information, & SYMBOL "€r y AI g p of 10 square feet BLUE BACKGROUND ~ „ ALUMINUM Minimum Weight 7" 232 Ibs, (except underdrain inspection boxes). 14. New or altered water mains, including fire hydrant leads and including service lines that will be I' 9" 278 lbs. SOLID COVER SECTION under the control of a public water system and that have an inside diameter of three inches or rn 36. All backfill over any pipe storm sewer, water line, sonitary sewer) that is to be installed under greater, shall be disinfected and bacteriologically evaluated in accordance with rule 62-555.340, F.A.C. o; I NOTES Minimum Weight 128 lbs. PARKING BY ' roadways or within the embankment, etc, of the roadway is to be compacted per Florida Department of And AWWA standard C651 (latest edition) BLACK BORDER DISABLED ~ 1, Where roadway base is 8" or thicker- use 9" ring,. Transportation Specifications. & LETTERS PERMIT all other cases 7" ring is permissible. 15. Allowable leakage for ductile iron pressure mains will be in accordance with AWWA C600 latest WHITE BACKGROUND ONLY 37. All waterlines 4" and larger shall be AWWA C-900, DR 18. All waterlines less than 4" shall be ( 2. Manufacturers model of storm ring and cover to ASTM D2241-05, SDR 21. Water lines shall be blue in color. edition) be approved by City Engineer. 3. Perforated covers, when. required shall be similar o e 16. Allowable leaks a for vc ressure ai BLACK BORDER 255 FIN 38. All sanitary sewer manhole rim elevations to match asphalt pavement. 9 P P m ns wdl be in accordance with AWWA C605 (latest edition). & LETTERS ~ E F,S, 318.14 01 to solid covers. m _ WHITE BACKGROUND ' 39. Contractor to verif the elevation of existing pavement and structures before be innin an 17. The contractor shall provide at his own expense all necessary test pumping equipment, water, Y g 9 Y water meters, pressure gauges, and other equipment, material and facilities required for all hydrostatic W w ou construction activity. Notify Engineer of any discrepancies in elevation, z J and leakage testing. Contractor shall contact the engineer, owner/operator and utility in written form, ALL LETTERS ~ I' Z J W M 40. All sanitary sewer mains, laterals and force mains shall have a minimum of 36 inches of cover. forty-eight (48) hours in advance of proposed testing. The contractor shall perform satisfactory pre 1" SERIES "C" In ~l W in o o ~ testing prior to notification. 41. All gravity sanitary sewer pipe shall be PVC sewer pipe conforming to ASTM D3034 SDR-26. PVC 2" HO' WRAP FILTER MEDIA AND STONE WITH ~ ZN vM sewer pipe conforming to ASTM D3034 SDR-35 may be used only where specifically called for in the 18. The water .system shall be tested for leakage at 150 psi for two (2) hours, with allowable MIRAFI 140N DRAINAGE FABRIC 3" OF FDOT N0. 56 STONE ~ ~ 2" HOT DIPPED GALVANIZED RIVER ROCK OR APROVED EQUAL) ~ plans. Sanitary sewer pipe shall be green in color. leakage in accordance with above standards. STANDI STANDARD WEIGHT STEEL PIPE (OVERLAP FABRIC) ( ~ W ~ ~ ICI o~ » li ~I 42. All sanitary sewer force mains 4 and larger shall be AWWA C-900, DR 18. All force mains less 19. Contractor shall obtain a copy of the FDEP water system permit and pull bacteriological testing ~ than 4" shall be ASTM D2241-05, SDR 21. Sanitary sewer force mains shall be green in color. samples from the sample points specified in the permit. `'~~.`ti".'~~•` a~•I I a• .a .Q 4 ~.t~• .Y'.1 ' oH~=v 43. Points of connection for the sanita sewer lines are to be coordinated with the buildin lumbin 20, Prior to the connection to any existing main, the proposed water main shall be disinfected, have A~~~;:,°:••~~•.~~' . I I~ ~ W N o¢ POND BOTTOM C ~ ~ a ~ the utilit com anies, and en ineer a roved res HANDICAPPED SIGN `~:'4~•~`~': • plans. Sanitary service connection locations shown on these Ions area roximate. 9 P 9 Y P 9 PP P sure testing and have FDEP clearance. Refer to FDEP ' P PP permit for any additional requirements. sEE INDEx No. ns III- a• a• " ' ~I~I~ ~1~1~ ~I~L ~IIL dll~ dIL - - - - 18.0 ~ Z~A o - I I' III 8X2 - 44. If dewatering is conducted during construction, the contractor is responsible for the design, - , „ , - 'a a FINISH 8"X2'-6" CONCRETE MASS, ~ .U, - - - C ~ ~ ~ o FINISH TOP OF MASS LEVEL • • ~ • Tg " PLACE MIRAFI 140N DRAINAGE ~ ~ W o ~ installation, operation, and subsequent removal of dewatering systems and their safety and conformity 21. The contractor shall provide vertical and horizontal as built Information relative to all coNC. WALK RAMP DCWN CONC. WALK , I I' with local codes and regulations, constructed utilities and structures. SEE INDEX N0. 109 I I - N WITH - ro WITH A SLIGHT RAISED WASH - FABRIC BETWEEN ~ ~ Z Z As built information for the water system shall include, but not be limited to, the following: I+ APPR( APPROXIMATELY 1/2" ABOVE 6° PERFORATED PVC • ' SHWL 37.00 FLTER MEDIA AND STONE W j O7~ STORMWATER POLLUTION PREVENTION NOTES a. Location of all valves, fittings, hydrants and services. 3~^ - . •;I h,~•,- LEVEL 1, The contractor shall at a minimum im lement the stormwater ollution revention measures as shown b. Location. of the water main tied horizontally to the back of curb or edge of pavement. a• I I a• P P P 6" HIDE TRAFFC BLUE 6" VNDE TRAFFIC WHITE LEVEL OF TURF/SOD. „ 18 - r WITH DRAIN :3 , . , ~ uiN in this plan set. These measures may include, but not limited to, the construction of c. Documentation as to the system meeting the minimum cover requirements. STRIPE (TYPICAL) STRIPE (TYPICAL) LJ d. Horizontal and vertical data for any construction which deviates from the approved engineering plans. GUARD ":i 2 INV EL 16.75 N c ~ NW retention/detention ponds, control structures, tree barricades, and silt fences, €l rn 2. In addition to the measures shown in this plan set, the contractor shall take all necessary and SANITARY SEWS " ~ ~ ~ ' • R SYSTEM NOTES a 16.25 practical measures in order to reduce erosion and sedimentation to both on-site and off-site surface 1. Infiltration testing of the sanitary sewer system will be required to be performed by the contractor. TRAFFC WHITE< waters, lakes, and wetlands. These measures may include, but not limited to, hay bales at stormwater Infiltration shall not exceed 200 gallons per day per inch of diameter per mile of length. In the event 8" inlets, floating turbidity barriers, hay bale dikes, stabilization of steeps grades with sodding or that groundwater is not encountered durng sanitary sewer construction, or if the groundwater „„z FILTER MATERIAL TAMCO 20/30 SILICA OR EQUVALENT s=, seeding/mulching, site entrance/exit control stabilization with gravel, temporary sediment basins and encountered is not 24" above the to of i e, exfiltration testin of the sanita sewer s stem will be o + P P P 9 ry Y berms. necessa A minimum of 2 feet of hen i 'l' ry d will be required for exfiltration testing. The testing will be s" STROKE;? IMPERMEABLE LINER MCF 12/12 30 mil WITH UNIFORMITY COEFFICIENT OF 1.5 OR GREATER & OR EQUVALENT ' s~~:~, the responsibility of the contractor, but will be witnessed by the engineer and the utilit re resentatives. o (TYPICAL) l 3. In addition to the measures shown in this plan set, the contractor shall take all necessary and Exfiltration shall not exceed 200 gallons per day per inch of diameter er mile of len th, Includin ~ ED EFFECTIVE GRAIN SIZE OF 0.20 TO 0,55 mm DIAMETER ° F o , < 1 1i DCT~I~ WRAPPED WITH FILTER FABRIC. ~ ~ ' HAND/ APP P 1 N DETA 9 9 practical measures in order to reduce airborne transportation of sediments. These measures may manholes. ~r G I ~ ' ~ '0~ ~ , include, but not limited to, site watering and additional silt fence installation. s. • ' ~ ky.. ~ ~ ~ 2. Line la rl~' s~' mpmg wdl 5e required to be performed by the contractor and witnessed by the engineer and 4. The contractor shall at a minimum inspect the above referenced measures at least once a week or owner/operator. A tv inspection may also be required by the utility. y_D» 1. PVC PIPE SHALL CONFORM TO EITHER ASTM F758 OR ASTM D3033, EXCEPT THAT THE SIZE AND , ~ within 24 hours after 0.25 inches of rainfall, An inspection report shall be completed for each inspection, Any permit violation shall be noted and corrective measures taken shall be noted. This 3, The contractor shall provide at his own expense all necessary test oumainn enuinment wnfar wn+or , ARRANGEMENT OF PERFORATIONS SHALL CONFORM TO THE DETAIL SHOWN HEREIN. 'i't~. ~ U f 2. DIAMETER OF PERFORATIONS SHALL BE 3/16 TO 3/8 INCHES. iepOrt snai oe given to Lanaon, Moree ac Assoc., me after construction completion meters, pressure gauges,'and other equipment,, material and facilities req..I—-for all g_..,, - , "I I 3. LIME STONE IS NOT TO BE USED IN ANY PART OF THIS INFRASTRUCTURE. NOTE: 5. The cost of implementing the above mea Contractor shall contact the engineer, owner/operator and utility in written form, at least forty-eight measures are to be included within the contractors contract with 48 hours in advance of testin . The contractor shall erform satisfacto re testin rior t1 L-1 I All pavement markings the developer. proposed 9 P ry p g p to notification, to be thermoplastic. 2' (TYPICAL) o COPYRIGHT 2006 UNDERDRAIN DETAIL y;- 4. The contractor shall provide vertical and horizontal „as-built„ Information relative to all constructed n'-o• ALL RIGHTS RESERVED utilities and structures. As-built information shall include, but not be limited to, the following: N.T.S. S Landon, Moree & Associates, Inc. a. Locations and inverts of all gravity sewer lines, manholes, clean-outs, and service laterals and rim Anyone copying this document in any manner without the elevation of all manholes. H expressed consent of LANDON, MOREE & ASSOCIATES, INC. b. Horizontal and vertical data for any construction which deviates from the approved engineering plans. shall be prosecuted to the full extent of the low. c. Distances of sewer line laid from manhole to manhole -DO NOTCOPYORREPRODUCE- and/or clean-out with ties E to laterals. HAND l APP ED TA L L DETAIL DETAILS T 0 F 7 See Index No. 301 THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND -INLET AND OUTLET 2. TEE -OUTLET BRANCH Varies Clay Brick 3. OFFSETS -INLET AND OUTLET At Terminal Masonry 4. CAPS 4, 8„ Manhole 5. PLUGS Tie beam with 1/2" Cement 6. DEAD ENDS - 1-#5 rebor continuous Q Plaster 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS I ' m Bottom Of I r I I ' 12' swing gate (typ.) A o A a Corbel L Me alu Restrainer T _ 9 9 (YP) I I (i" dio. Steel bollards I I clearance min. I' I o conc. Filled (fyp) I' I . o I ~ - - 8.. " ~ ~ ~r ~ ~ \ 2' Joint In " 10'-8" I I \ f p 8 10'-8 I I U ~ I I I 1-#5 of 4' center Pipe Entry 12" E' I I T iyp cal ~ ~ 12' I I o a ~ I I 6 drop pin cn o~ p ..E" ~ 48" I ~ a I ~ I' I (tm) zz 48' I `a 12' I ~ ~ ~ o` ~ ~ ~ ( Max Max I clearance min. I Gr de 14' G ode o 0 ~:i I 6" N ` .p° Ebba 1500 Series T U U 00 'I Square Bottom •;+:..a:•: • ;•:,:~:..~:-0L.:;;::~:°.rS::~::`.~;::• i,. I I ~ s°' ~ ~ Permitted ' '`'''''°''`'`~`°''`~`~`~d ~'''~'~d ON ALL TEES, A MINIMUM OF 5' SHALL BE I I I I I swing gate (typ.) g" ~ ' 3 3 4' „G~~ RESTRAINED ON EACH RUN LEG I PLAN L =MINIMUM LENGTH TO BE Min. 4' 3000 p.s.i, concrete slab with o_ o: I I I fiber mesh reinforcing - w w Min. L_ - - - - - - J 8"x 16" concrete footing monolithic, min 6" thickness, ~ ~ SECTION A-A Crown of drop pipe RESTRAINED ON EACH SIDE OF FITTING (ft.) ~ I I w/ 2- #5 rebor (typ.) fi x6"/ JOx10 W.WF. ~ ~ shall match crown " I A B C D E F G FIGURES BASED ON 30 DEPTH BURY, 150 PSI TEST PRESSURE. of outfall pipe for" 8 PVC MAXIMUM SIZE USED IN SYSTEM Shallow 0'- 4' 2 -6 4 Max 3 -6 24" Max S" #3 at 12 E.W. outfall pipes of 10 PLAN a a Standard 4.1'- 6' 3'-6" 6' Max 4' 30" Max 8" #5 at 10" E.W. or larger. Dee 6.1'- 10' 3'-6" 7' 10' 4' 36" Max 12" 5 at 10" E.W. NOM. ELBOWS (de VALVE NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE 9 ) Dee 10.1 - 14 3'-6" 7' 14' 5 36 Max 12 #5 at 10 E.W. PIPE TEES DEAD BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT N. T. S drop pin hole ELEI/A TION (t~•) s ~ 'rrrs N SIZE 11.25 22.50 45 BRANCH END BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 90 RESTRAINERS. 1. All concrete to be 3000 p•s.i. with fiber 4 2 mesh 4 9 21 28 46 .CONCRETE MASONRY WALL CONSTRUCTION o N r cv reinforcing. 6 3 6 12 29 47 65 2 P. V C. pipe entry requires manhole Materials, construction. and quantity control of masonry shall be in accordance with Uniform Building Code (UBC), ~ ~ Chapter 24. General conditions and construction requirements shall be applied as specified in UBC, Section 2404. (f), adapter coupling 8 4 8 16 38 66 85 1.) WALLS: a.] New construction: maximum 6'-0' high ar used should be consistent with those used in the constn wm 6'-0' high and constructed of concrete block (8°x6"x16"). Materials during grouted masonry work, sed in the construction of and architectural style of the principal building. by Flo Control /na, or approved water (Section 3-602 Materials stop coupling. 3. Manholes shall have a ) 1. All reinforcing steel shall be deformed bars conforming to ASTM A-615, Grade 60. Vertical reinforcement shall be ~ uJ > - ~ - O Z wafer proof Bituminous Coating BRICK M~SONR! b. Existin :maximum 6'-0' hi h re lacemen placed in the center of the masonry cell, and shall be held in position at the top and bottom. :ement materials can be made of the same materials as long as they are O ~ on the exterior & interior. Koppers ) 9 g p t materials PVC PIPE RESTRAINT made of approved opaque material. bitumastic black MANHOLE DETAIL 2. If a slab dowel does not line-up with a vertical core, it shall not be sloped more than one horizontal in six ~ O p solution 300M, or Proco EP-214. N.T.S. 2.) FOOTINGS: 8"x16" concrete w/2- #5 continuous rebai verticals (1.6). Z I ~ 5 continuous rebor imbedded. NO r{p N.T.S. 3.) CONCRETE SLAB: Monolithic, min. 6" thickness w/imbi 3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or equivalent) at 16' o.c.. J ~I_ a N thickness w/imbedded 6"x6"/ 10x10 welded wire fabric (W.W.F.), 3000 P,S.I. with fiber mesh reinforcing, 4. Hollow Load-bearing Concrete Masonry Units shall be normal weight conforming to ASTM C-9Q with a minimum ~ N p Z CLEANOUT PLUG 4. CONCRETE FILLED CELLS: Wi h - compressive strength of 1,900 PSI. ~ o ~ ~ vertical rebor tied to footer steel at each corner and every 4' O.C. ~ ~ ~ O CHARLOTTE Pi a And Foundr Com an See NOTE For Traffic Bearin Cover. ) t 1 #5 vertical rebar ties Part No. O p ual Y P Y g 1 6 Or Eq 5.) GATES: Constructed of min. 1-1 /2" diameter galvaniz 5. Mortar shall be type M or 5, in accordance with ASTM C-270. Place all masonry in running bond w(th 3/8" mortar U galvanized steel mesh fabric, hinge-mounted on min• 3" diameter galvanized tubular steel w/privacy-type slats inserted in joints. Provide complete coverage face shell mortar bedding, horizontal and vertical. J ~ J ~ anted on min, 3" diameter galvanized steel post. (Gates and post O constructed and installed per applicable building code by • ~ ~ building code by licensed fence contractor). 6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size of 3/8", 8" to 10" slump, and a ~ ~ ~ w Brass Cleanout Plug 6.) DROP PIN: 1/2" dia. 16" long metal rod gate latch. F minimum compressive strength of 2,500 PSI at 28 days. ~ Q rod gate latch. Provide 3/4" dio. hole 6" into concrete for rods. In ~ ~ 8" asphalt provide a 3/4" P.V.C. sleeve, 6" long, or equal. ' long, or equal. 7. Minimum 3" X 3" clean-out holes (saw-cut) are required at the bottom course of all cells to verify grout p~ E ~ J ' CLEANOUT Concrete Pad 8" FEMALE ADAPTER ~ placement. Clean-.outs shall be sealed after masonry inspection-provided in accordance with ACI 531-4.6, and 'rn 3 ~ ~ .least 2,500 P.S.F. before grouting. Q Q U 3 CHARLOTTE Pi a And Foundr Com an SOIL: Soil bearing capacity to be at least 2,500 P.S.F • , Thick x 1 -6 Sq. P P Y P Y art No. 101 Or Equal 8.) BOLLARD: 3'-6" high, 6" diameter steel pipe bollard 1 18" Square Concrete 0 18 3'-0" deep in 18" concrete foundation. (See Detail) >teel pipe bollard filled with concrete, painted traffic yellow, imbedded 8. Prior to grouting, the grout space shall be clean, with no mortar projections greater the mortar droppings or (See Detail) other foreign material All cells shall be in vertical alignment, and shall solidly be filled with coarse grout as Pod, 8" Thick • specified. 18" 9. During placing, grout shall be consolidated with flexible cable vibrator. First grout pour shall be stopped a minimum of 1 - 1/2" below the top of the m(ddle bond beam masonry. Two-6"--1/16 (22~) Street Els ASTM D3034-SDR 35 6" or 6" or 8" Cemented Cap 8" PVC Underdrain Refer to 6" TWO-WAY CLEANOUT ( CHARLOTTE Pipe And Foundry Company Plans for Diameter) Part No, 448 Or Equal SINGLE DUMPSTER ENCLOSURE I~ !-Flow N.T.S. O U Sewer Lateral I I 1 J J 6"or 8" X 6" PVC Wye (Gasketed) Q Ww Note: - TERMINAL END UNDERDRA/N z~ 1. Cleanout Faces All private on-site manhole covers shall. Downstream. SANITARY „ CLEANOUT DETAIL NOTE: Cleanout Plu Cover To Be not have "CLEARWATER FLA" notation Q z. All Cleanouts are 6 only g CLEANOUT DETAIL N.T.S. U.S. Foundry 7623 Or Equal. Pick Hole `0 Z ~ ~ ~ rn 0Q N.T.S. 5~8,~ 1-1/4.. ~ V ~ Min. 4 Required ~ ~ Z O ~ 0 3' See Index No. 301 RW O ~ P q ~ z ~ IY Approved Backflow V ~ ~ OpIW- Polyethylene Adjustment Ring Prevention Device ~ Water Meter Connection VSANITARY~ ~ O SEWER ? Non Skid ~ ~ ~ ~ Approved barrel joint seals are Concentric cone (Flat cover Flow Ford Regulator Adaptor RING -HALF PLAN Required ? ? ? ? ? Pattern W ~ W "0-Rings" and "Ram-Necks". ~ ~ on shallow manholes 0' to Ford Angle Two continuous rings at al! joints. 4' de th Valve (Typ.) N Required W 0 J P ) °F L P° ~ 'n ~U vJ Steel reinforcement 36° - ~ 5" min. wall thickness o 0 o Meter r~i 23 ~ ~ ~ type II acid resistant I 21" SOLID COVER Machined Surface ;d. 4 Min. cement 4000 p.s.i. ~ ~ ~ \N O ~ M 0 Ta Vie a ~ Brass o ~ 2"/ft min. Grout fill opening with P w ~ ~ Nipple N ~ o non-shrink mortar 12° ~ U ~ ~ 22-3/4" -L Poured Concre a Saddle ° t - - - - 2' joint in pipe entry -RING -SECTION Machined Surface (Typical) TYPICAL SINGLE DEVICE 3 4" and 1" MODELS / Minimum Weight 7" 232 lbs. SOLID COVER SECTION Grout flow channel P.V.C. i e re uires manhole NO~i 9° 278 lbs. Minimum Weight 128 lbs. NOTES P P q Device must be installed level. adapter coupling by Flo 1. Precast manhole drop may be approved by City Control, Inc., or approved ~ APPROVED R.P. DEVICES ~ PROV NOTES 1. Where roadway base is 8" ar thicker use 9" ring, MANHOLE COVER Engineer. Shop drawing submittal required. water stop coupling. - AP ED DOUBLE-CHECK VALVES TYPICAL METER SETS W/ Hersey Beeco Model FRP II Hersey-Beeco Model FDC 2. Drop required when 2' ar over. Watts Model 909 or 009 Watts Model 709 or 007 BACKFLOW PREVENTER all other cases 7" ring is permissible. 3. Manholes shall have an exterior coatin of at least Conbraco 40200 Conbraco 40100 'S g r r 2. Manufacturers model of storm ring and cover to DETAIL ~ c be approved by City Engineer.. m 15 mils dry thickness PROCO EP214-351 S~4 AND i MODELS Epoxi-Mastic or Kop ers bitumastic black solution PRECAST P N.T.S. 300M. Interior shall be AGRU SUREGRIP®HDPE or MANHOLE DETAIL N.T.S. W ~ ~ a loC PP-R Liner with a minimum thickness of 2 mm. W O W o~ N.T.S. w Z (Ji ~ ~ ~ od W `o n Fire Hydrant Assembly ONLY APPROVED •J~ ~r (TYP') Kenned Guardian No. K-81D Y `O I~ ~ v ~ Z U1 E x p Muller Centurion No. A-423 e~ ~ a~ Distance Varies U.S. Pipe Metropolitan „ 2" Ball Valve SKIMI 18 Mm. GRATE SKIMMER ~ ~ W ~ ~ 24 Max. Valve Box Valve Box TOP EL 2 Hose Bibb TOP EL 20.00 GRATE NOTES: B ~ ~Z z~, 1. GRATE: U.S. FOUNDRY & MFG. CORP. ~ . Z a rn~ W J ~ n NO. 6212 OR EQUAL \ ~ 0. ~n \ \ 3/4" Galvanized 2. STRUCTURAL DESIGN TO BE IN w WEIR = EL WEIR = EL. 19.14 ACCORDANCE 1MTH FDOT INDEX #232. a ~ . J a „ c 1 b SKIMME ~ . V ~ a SKIMMER ALUM. OR ~ 6"--~111/2~ io BOTTTOM BOTTTOM EL 18.64 FIBERGLASS SKLMMER a i I Tapping Sleeve & Valve 2" Galvanized DTH N A Mech. Joint Valve N By City, Fee by - - - Owner or Contractor t5" ADS UNDERDRAIN INVER: )ERDRAIN INVERT EL. 16.75 / / \1 i _L ~ 2 Corporation - - - 6" •D. ADS INVER ADS INVERT EL. 16.50 ~t~~11 ~ 07 `oj~-~,`, e ~`.~.t t 'a 2 3/8"~, 0 EXP. BOLTS ' ~ ~ ~ ' ~ CEMENT ~ ~ . ..r ~ ~ ' ~ ' Tapping Saddle - GROUT 6° UNDERDRAIN ~ ~•t = ~ B° 3,-1" 8" fib': ~Y~ \p` I e" 2 -0. B" Connecting Piece w/integrally Restraining Joint (Typ,) Exist. Water Main SECTION A-A SKIMMER DETAIL ,,Q„ o, A~ ~o ~ w`~ cast Mecn. joint uiana on J SECTION B-13 1/u nwni. rL-niL- vii one End-D.I. Rotatable Mech. NOTES: Joint Gland on Other End, 1. All Fire Hydrants to have 5 1/4" Valve Seat. N.T.S. N.T.S. N.T.S. 1/4' FIBERGLASS SKIMMER 2. See Index 407 for Jack & Bore Details Restrained 2" T # . OP CONNECTION PLAN 5 COPYRIGHT 2006 Tapped Plug N.T.S. S ALL RIGHTS RESERVED Landon, Moree & Associates, Inc. FoDmO Anyone copying this document in any manner without the END CONNECTION TEMPORARY SL0WOFF & SAMPLE POINT 7 F .D.O.T. INDEX 232 TYPE C "MODIFIED" expressed consent of LANDON, MORSE & ASSOCIATES, INC. TYPICAL FIRE HYDRANT SETTING shall be prosecuted to the fug extent of the law. -DO NOT COPY OR REPRODUCE- N . T. S. N.T.S. DETAILS E OUTFALL STRUCTURE T OF7 FOUR SEASONS GRANDE N. EVERGREEN ROAD UTILITIES NOTE: ALL UTILITIES TO REMAIN IN PLACE EXCEPTAS CLEARWATER FLORIDA INDICATED ON THE DRAWINGS. CONTACT"ONE Terra Tectonics design group international, inc. 813-258.4504 CALL" AT 1-800-432-4770 AT LEAST48 HOURS PRIOR TO EXCAVATION FOR VERIFICATION OF 412812006 Project No.06-579 EXISTING UTILITY LOCATIONS. NOTALL UTILITIES ARE MEMBERS OF THE "ONE CALL" SYSTEM; THEREFORE, DIRECT CONTACT WITH THE UTILITY Quantity Symbol Common Name Botanical Name Specification COMPANY MAYBE REQUIRED. Trees & Palms MULCH NOTE: 21 QV Live Oak QUERCUS virgniana 30 Gal 10' ht x 6' spread 2-112" cal. A LAYER OF MULCH TO A MINIMt1M DEPTH OF THREE 3 INCHES SHOULD BE PROVIDED IN PLANT DS AND AROUND INDIVIDUAL TREES IN 5 UA Winged Elm ULMUS alata 30 Ga110' ht x 6' spread 2-112" cal. TURFGRASS AREAS. 6 UPA Alee Elm ULMUS parvifolia'Alee' 30G 10'-12' ht Cheny Lake Tree Farm TREE PROTECTION NOTE: 1. PROTECTIVE BARRIERSAND THE USE OF OTHER MEASURES TO PREVENT TREE DAMAGE 210 (PESTICIDEAPPLICATIONS, ROOT PRUNING, 4 QV a ov 4 HRS MibiscusTree HIBISCUS rosa sinensis 15 ga148" htx42"spread Pink. Tree INTENSIVE MULCHING, ETC. TO REDUCE SOIL sa o 3 LI Crape Myrtle LRGERSTROMIA indica 30 Ga1.10' Standacd. Cherry.Lake f°~' TECTONICS COMPACTION WILL BE REQUIREDAS NECESSARY. 2 v 'Watermelon Red' 'Watermelon Red' ' Tree Farm design group international, inc. 10.7' l PLRT BNOY. s' 0 1 ^ F / ~ F \ FCM 4'X4' 2.SITE CLEARING AND TREE REMOVALARE NOT TO f IR 5/8" ~ LANDSCAPE ARCHITECTS OCCUR PRIOR TO APPROVAL AND INSPECTION OF - , sgMl ~ 1r~ e.13'"' 15 SP Sabal Palm Sabal palmetto B+B 18' ct matching, boots off LAND PLANNERS \ 0.31'N, PROTECTIVE BARRICADES; OR BEFORE THE ~ 1 ID FIR 5/8' URBAN DESIGNERS PROJECT'S BUILDING PERMITS HAVE BEEN ISSUED. i ~ • ' ' ' ' ' ' , • 6 r Z 4 V00 Walters Viburnum VIBURNUM obovatum 30 Ga1.10'ht 4' spr Standard. 2011 CLEVELAND ST. SUITE E Standard TAMPA, FLORIDA 33606 ' 13.3 FI. Reg. Lic, # 254 3.ANYTREE LOSSES INCURRED DURING ~ CONSTRUCTION AND FORA PERIOD OF UP TOSIX -I ~ so ,TYe 6 LC Chinese Fan Palm LNISTONEA chfnensis 12' ct straightmatching trunks B+B 813 258-4504 ph. 6 MONTHS OF THE DATE OF COMPLETION MAYBE _ ~ y ~ • O z • 1 V00 2 TA . 6 UPA Shrubs ' 813 258-4604 fx. SUBJECT TO REPLACEMENT TRIMMING OF LIMBS Ill 2 c 1 voo 1e LcA s IF U'/ t'r ° 12 LMV 19.5 8 RI " 10 IN DIAMETERAND LARGER, NOT SUBMITTED _1 a- . 31 c 16'7 R Ill ~ i 9 RI 6 AZ Vanegatetl ginger ALPINIA zerumpet 18" ht. x 18" spr. 3 gal. 30" o.c. ON PLANS, WILL REQUIRE SEPARATE APPROVAL ~ I _ 1 1 Lc AND PERMITS. ~ UJ ~ • ~ 30 RI 83 IX Ixora-Red D(ORA SPP.'nora grant'. 24" ht. x 18" spr. 3 gal. 30" o.c. 1 ~ 20' ! 18 LCA ~ 30 'MCP m ' OD,TYP. JP • 4.ALLTRIMMING UNDERTAKEN ON ATREE PROTECTED m 1 Lc 1 uA 38 NN Dw. Shellings holly ILEX vomitora shellings 16" ht x 14"spread 3 gallon,. 24" oc BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE . R PRUNINGAREA, R o t Lc I • Z ~ S SPECIFICATIONS r 19,5 4 VO q SHALL BEPRUNED BYANISA-CERTIFIED ARBORIST, 20.6 INACCORDANCE WITH THE INTERNATIONAL D 24 234 RI India Hawthorne RHAPHEOLEPSIS indica 24" ht. x 18" spr. 3-gal. 30" o.c. ARBORISTASSOCIATION (ISA) PRUNING STANDARDS, ~ i ~ a ' ' ' ' ' ' Q 352 VO Waker Viburnum VIBURNUM 24" ht. x 18" spr. 3 gal. 30" o.c. ANDANSI300PRUNINGSTANDARDS -i tz~'iMv Z • SU ION GN 1 V o 16 30 RI' 8 obovatum'tlensa' 5. ALL EXOTIC INVASIVE SPECIES AS DETERMINED BY is sP 18.5 ~ • ' C , ® 65 IF Red Anise ILLICIUM floridanum 24" ht. x 18" spr. 3 gal. 30" o.c. THE STATE OF FLORIDA I.E. BRAZILIAN PEPPER a cP 1 ov m 3D~ 8 RI SHINTUS TERIBINTHIFOLIA), PUNK TREES I " Ix N 19.5 ° 1 P MALELEUCA LUCADENDRON AND CHINESE TALLOW ~ a Ix s 42 MCP Gulf Muhly Grass MUHLENBERGIA capillaris 24" ht. x 18" spr. 3 gal. 36" o.c. SAPIUM SEBIFERUM) MUST E REMOVED AS A CONDITION B I t, OF SITE DEVELOPMENT. ~ ' ' X WHERE NEOESARY DUE TO THEIR PROXIMITY TO SIGHTVISIBILFIYiRIANGLE I ~ • ~ ~ ~ ~ , 3 CVl' Croton Tree CODIAEUM variegatum 48"ht x 24" spr. 7 gal. STD Q PROTECTED PLANT MATERIAL, HAND REMOVAL ANYSTRUCTURESORPLANnNGSINTHIS 1.3 3D VO A.1' NAIL WILL BE RE UIRED. SHOULD THI REMOV L BE TRIAN LE MU TBELE THAN 'IN I SOD TYP. Q S A TO G s ss 30 ~ ryy .p 18 LME • ADEGREETHATAPOTENTIALFOREROSIONIS HEIGHrORHAVEB'OFCLEARTRUNK I ~ '~0 1 uA GroundcoverlVines z CREATED, THE AREA MUST BE RESTABILIZED 4 HRS 1 SP WITH SUITABLE MATERIALAND SODDED. ° 19.5 B LME 30 FP Creeping Fig FICUS pumila 1 Ga124" o/c 25' 9 vo ' • 6' NF r ~ SODTYP . 1.2 'E. Oi i ai 2 P a? JUNIPERUS davidii 161. JP Parsons.Junipec 1 Ga124" olc DO NOT DISTURB ANY SOIL ~ I ~ WITHIN THE DRIPLINES OF ~ ~ R3 ~ 9 parsonii Z 0 TREES TO BE PRESERVED ' `'S 5 ' 3P " 4 cP 90 LCA Yellow Lantana LANTANA samara 1 Gal. 24" olc W P N . ~ 18 LMV T 40 LMV 1 QV DO NOT PLACE ANY UTILITIES ,ti9 ~ a D1 / 3D VO ® 201 LME Liriope LIRIOPEmuscari'Emerald 1 Ga1,24"olc ~ v~ M WITHIN THE.DRIPLINES OF UA , ~ ' -1 " • Goddess' Rotle 1 0 ~ TREES TO BE PRESERVED SIGH'fVISIBILITYTRIANGLE o 0 0 ANYSTRUCTURESORPLANTINGSINTHIS / 110 CF Golden Canna CANNA flacida Bare root 36 o.c. ~ TRIANGLEMUSTBELESSTHAN30"IN ~ . 10 HEIGHTOR HAVE 8' OF CLEAR TRUNK 521 TA Asian Jasmine TRACHELOSPERMUM 6" ht x 12"spr.1 gal. 24" o/c Z ~ I I asiaticum ~ ~ j ~ ss d 7 Ix 3.7 19.5 3 1 V00 F- Z ti I ~ • 4 VO 1 SP NOTE: 23.7 ~ILC a ue ~ 0' BUFFER 118 LMV Purple Trailing Lantana LANTANA monteVidensis 6" ht. x 18" spr.,1 gallon, 24" o.c. U ~ ~ PURSUANT TO SECTION 3-1202.8.1 AND ~ ~ ~ QQ LANDSCAPING COMMENT 11, THE-TURF _ _ a McP , a ;8 «A, ' ' - - 3o vo HAVE BEEN REDUCED BY 13,713 SQ FT. 3D LME 6, SDD - ~ W ~ .14' W (COMRACTOR IS RESPONSOLE FOR PROVNrVG ~ 1 sP a nc 3000 SF St. Augustine'Floratam' SUFFlgENTQUANTfTIESFORCOMPLEfE Z INSTALLATION. ACn1ALAM0UNTS M4Y VARY O Z a Ix ° 19.5 a I 1'~~ S TYP. 18 0 1 SP FROMAMOUMSWDICATED. U ~ = W ' 8 RI 1 u 1e Lc Q - { ~ 68 CF • PALL Total Site Irrigation: Z ~ 0 Z I • ' W W 1 LC G 1Z 9' CLF 3000 sf Turf Irrigation Z O ~ Q ' 4 RI r ¢ ~ 18 LMV 10' BUF ER 1e 19.5 a ~ B I / t. 0'E. uNE LF 8716 sf Shrub bed imgation ~ ~ ~ ~ ~ • 1 V00 1 LC L6 'E, a co U c 3o vo 4 1 v YAL ap ~ ~ ' ' 0.32' . 1 ea Connection tot"meter W 24 0 / 89.6 ' Ili. ' C F ~ • • 1.23' . / • Miscellaneous Plant Materials And Site ¦ y . • . . . • • . Work: s f, ~ ~ , ~ ic' fCM 4' 4' COMRACiOR IS RESFONSIBLEFOR PROVIDING ~ i SUFF~IENiQUANrrTIESFORCOMPLEiE p CS `la! ' z 10`BUFFER 77 CY Pine Bark Mulch ~ ~ ry, ' ~ WSTALLATIaJ. ACTUAL AMOUNTS MAY VARY ~ ~ " ~1 ~ { " 209.6 1D8 VO FROMAMOUNfSMDICATr~. ~ G,, 1-~ ~ p ; ;;1 ~,.a ~ `fig ; ~ . 3 OV Pre-Emergent ~ , ~ 1 Bags Herbicide EA ~oNA `,~+,TOa R~ ~ ~ gcoi;z~ 24 TA 1.2' 5 OV 1 Bags Fertilizer: 16-4-8 50 Ib. bag 3 Bags Fertilizes 6-6-6 50Ib. bag ~~,.''aq.~'+'~ygy~,e' Date: APfCIL~LF, LUVU' 20 CY Planting Sail CubicYartls sale. 1"=20' Revision: No. Date: Description: 1 5/4/06 PER CITY REV. INTERIOR LANDSCAPED AREAS 2 519106 PER CITY REV. a-..-«W S 817106 PER REV.SITE. 4 9120106 PER CITY REV. . a ~ .-~M..7 ® 41.967 s ft site 5 10119/06 PER CITY REV. ~ ® 9268 sq ft total interior landscaping 6 12/19/06 PER SITE REV. 22.1 % percent of project is Interior landscaping 7 0124 07 AD L 1~ ® 8 02 02/07 ADJUST PER J 1 CITY REQUEST. 1 ~ + ~f~ ' ~F ® SEE ENGINEERING DOCUMENTS fOR CURBING 1 A _ ~ t `U AND WHEEL STOP LOCATIONS yob NB:06-579. I 1.. • ~ i r - ~ , •r t' t 1` iJ j` Landscape Buffer Areas Drawn by: Checked by. r, Scale 1" = 80' Interior Landscape Areas JTIBAM JT Sheet r ill 21 PLANTING PLAN Of 4 Sheets ...Idgn\L1-PLANT PLANREV8.d9n 02/02/2007 03:13:11 PM 1" = 20' 0 10 20 30 50 100 LOT 5, BLO CK B, FA IRVIEW A DDITION P. o. B. PLAT BOOK 5, PAGE 8 5 TECT®NICS s.w. CORNER of LOT 5, BLOCK B. S.E. C~iNER OF design group international, inc. 10,7` 1 _ PLAT BNDY. LANDSCAPE ARCHITECTS 5/ AIRV DITION 6 ° / S. BNDY. OF LOT 5~ BLOCK 8 OT 5. BLOCK 4'><4' F~ ~ ~ / - s9~1 ~ a I Ili 891 ~ a. LAND PLANNERS ~ 10. 1 l (1a , FIR 5/8 (Q URBAN DESIGNERS ' ~ i 6981 / + ~ 3 I Z ' =1 25 ' ~ O W 2011 CLEVELAND ST. SUITE E ~ TAMPA, FLORIDA 33606 ~ 3MQ ~ FI. Reg. Lic. # 254 ,l W ~ 813 258-4504 ph. Z 3 , 813 258-4604 fx. • ^ 4 off w P N ~ N ~ r` ~ ~ RI ATE 6 ~ ~ UT L. w m M ROOT PRUNING AREA , w N ~ r, o i ~ E ~ =49 41 E 71.67 M Y SEE SPECIFICATIONS ~ S89=15 25'E 68 9 ' _ ? ~ ~ + + ,~+t ~ o ~ 29' T rE ' T w m ~ O I-- O Q o ~ o I J m 0 2 W m 5 I N .Z N I m 9 U Q " r ~ , 1 . z =49 41 E--11.67 J W__ _ ' S89 15 25 E 70. . 6 W o~ N 1e' w Q` 1a' V F . ~ w ` a 3A'O ~ ¦ w ~ ~ ~ M W 12~ V r+ N d ~ G ~ a m W ¢ r• .y 49 41.E 71.67 m / M ? U m W _ ~ H ~ • !K + W ? BLOCK B z e.7e Nau W W. ~p ~ ¦ Q • ~ z C~ Z a W J a w e t!7 N ~ Z ~ ~ ¦ 22 6i-MF I M I TRACT ~ o w z o I ~ .6 ~.~E. H Y (PRIVATE R R ° o U W> o ; L~SS~ EGRESS, ~ m M Q w o Df~VG. & IL. ESM` ' 0 3 ~ > ~ m T) r m W n. ~ > Q ; 7 ~ ~ w. , , , . mN O W C~ V-1- Q P NG / W ? I~ 3 9 • Z ~ ~ 3~ .,mM M ~ ~ / M U ~ W ~ (V ~o~,o 0 8 cn~c U 0 W ~ ~ ~ N m L9 1AQ = 6' 5' I E- O i ~ ~ ~ ~ W E I 11111 p ~ - } =4 '41'E 71,67' a O M i Z O ~ ~ in 65.72 - OD I 0 ~ ' ' W W PRI ~ ~ c>~ ~ . w U ~ (n z ~ w~ i m G m ~ ~¢J. ~f- m Q > 14 ~ Q ~ M • I m~ 9 N m ~ Q QQ LLJ m z ~ ' ~ n~~ m - m ~ ~ ~ 13p N p m I S89=15 25 E 7 .79' + t,,,, v~ _ ~ a a o , ~ W _ ~ 4 41E 71.67 6NF I- 5.94 - o 0 m M ~ _ o ~ w. ¦ m U ~ =w 13 ~ m T PR z 10 urI ~ RIVA w ~ NALL • , z ~ o~ NG. & ~ S89=15'25'E 69.E . _ , ~ ' • m ~ 4 41 E 71.67 ~p ~ ~ ~ . ESM T? 65.13' m z In ¦ , ti ' CLF~ z Z 0 ~W 66.15 , « 9 ~ 1.Oe E. Q ~!I m ` ' CLF 1 o W t7 ~ ~ 1.63' E. RIVA z ~ a ° 12 . I, N • 1 1 NpLL M Q I 0.32'E, H CL , . ~ > t'. ~ e 6 J ' CLF H w L23'E. ? ~ Y G ~ ~ ~ .mM ` M .cv ~ ! ci t \ FCM 4' _N8 e5.~- _ ~ FCM 4'X4' 24 ~ o 2 .64 ' , e: N.W. CORNER OF p O N. BNDY. OF T 10? BLOGK B Cn 00 . LOT 10. BLOCK B. N.E. CORNER OF W r PrOt7~~~.~ ;4 % w~s.k FAIRVIEw ADDITION LOT 10. BLOCK B. ~I- U ¢ SI 1•~~ LOT FAIRVIEw ADDITI 10, B LOCK 6, FAIRV ~ IEW A DD I T PI ION SEE SHEET L1 FOR ` ''•~''+',•,,s.~."s`~ JONATHAN H~10 ~R~,~ 0~1~ :i~' PLANT TYPES AND SPECIFICATIONS PLAT BO OK 5, P AGE 85 Date: APRIL 24, 2006 scale: 1 ~~=20' Revision: No. Date: Description: 1 514106 PER CITY REV. 2 519106 PER CITY REV. 3 817106 PER REV.SITE. 4 9120106 PER CITY REV. 5 10119106 PER CITY REV. 6 12119!06 PER SITE REV. 7 01124107 ADD AIC LOC. 8 02!02/07 ADJUST PER CITY REQUEST. Jc6 No. 06-579 Drawn by: Checked by. JT16AM JT Sheet PLANTING PLAN WITH EASEMENTS Of 4 Sheets 1" = 20' 0 10 20 30 50 100 ...Idgn1L2-PLANT EASMENTREV8.dgn 02/02/2007 03:17:04 PM Terra Tectonics desi n rou Inc. 813 258-4504 TAMPA, FLORIDA 9 9 p~ " " rn a ion e en , NOZZLE SELECTDN CHART FOR SPR NKLERS SHRUB SPRAYS ~ BUBBLER HEADS SYMBOL SPECt PSI OPN RADIIS PATTERN CONTROLLER; ONE (1) HUNTER ICC 12 ZONE A 15'f ~ 4 15' FULL B 15'270 30 3 15' THREE QUARTER PROVIDE A HUNTER WIRELESS C 15'27m 3m 2R 15' TW 0 THRD "FLOW-CLIK" FOR AUTOMATIC RAIN SHUTOFF, 15'H 3M 2 15' HALF 15'-12m 3m 1.4 15' ONETHRD INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ELECTRICAL 15'fl 3a 1 15' QUARTER CONTRACTOR TO PROVIDE 117 V. AC POWER SUPPLY DISCONNECT TO G 4'fST 3B m.9 4'X15' END STRP CONTROLLER LOCATIONS. COORDINATE LOCATIONS WITH OWNER'S H 4'~CST 30 12 4'X~' CENTER STRP I 9'3ST 3m 12 9'.X18' SDESTRP CONSTRUCTION REPRESENTATIVE J 4'SST 30 1.45 4'X30' SDESTRP K 12'f 30 2.1 12' FULL L 12'270 30 15 12' THREE QUARTER M 12'240 30 13 12' TW O THRD - - N 12'+i 3m 1.1 12' HALF REMOTE CONTROL VALVES: HUNTER 1-12" ICV 0 12'-120 3m ~.9 12' O NE TH RD P 12'{I 3m OJ9 12' .QUARTER 24V ELECTRIC REMOTE CONTROL VALVES IN LOCATIONS AS SHOWN ON PLAN. ALL VALVES SHALL BE INSTALLED IN AMETEK VP 10 VALVE SB 390 30 BBL 2' FULL STREAM BUBBLER TECTONICS BOXES WITH MATCHING COVERS. PLACE VALVE BOX ON BRICKS AND SB-1~1 30 032 2' HALF STREAM BUBBLER INSTALL ONE CUBIC FOOT OF PEA GRAVEL AT BASE OF VALVE fOR S SB-9m 3m 025 2,5' QTR.STREAM BUBBLER design group international, II1C. TURF ROTTJRS DRAINAGE. LOCATE VALVES MIN 2' FROM ALL SIDEWALK EDGES OR AA PGP-ADJiA 7 4DJ 3.1 32' AD J, FULL LANDSCAPE ARCHITECTS BUILDING EDGES. VALVE BOXES SHALL BE MOUNTED FLUSH WITH BB PGPflDJiA-B 40J 3.9 34' AD J. FULL LAND PLANNERS CC P.GP~flDJiA-9 40 4.9 43' AD J. FULL URBAN DESIGNERS FlNAL GRADE. DD I-25ADS~4 40 3.8 4m' AD J. FULL EE 125f~DS 7 4P1 7 47' AD J. FULL i FF 125-ADS~ 4m 7.7 47' AD J. FULL 2011 CLEVELAND ST. SUITE E GG I-4®f~DS-40 50 7 45' AD J. FULL TAMPA, FLORIDA 33606 SPRAY SPRINKLERS: HUNTER SERIES PS- SPRINKLERS. REFER TO HH I~-AOS~41 50 8 46' AD J. FULL FI. Reg. Lic. # 254 NOZZLE SELECTION CHART AS A GUIDE FOR PROPER NOZZLE PATTERN ~ II 1-4m A0 S -43 5m 14 58' AD J. FU LL 813 258-4504 ph. JJ IfmAD57 40 6.5 5m' AD J. FULL .PER FIELD REQUIREMENTS. NOZZLE SELECTIONS SHOWN ON PLANS ARE I I KK I~-ADS-13 4m 1Q 56' AD J. FULL 813 258-4604 tX. TO BE USED AS A GUIDE ONLY. INSTALL BODY TYPES AS FOLLOWS: I LL I9r3~1DS-18 4m 15 59' ADJ,FULL . i i i i ° i 2"PVC SCH 40 AIPNACUUM RELIEFVALVE ~ LME FlUSHINGVALVE (PLUMBEDTOORIPIJNE ~ ~ LOOP MAIN ONEATEACH HIGH POINT) s'0 G V 1 V2" BALL VALVE SHUTOFF, IN 6" VALVE BOX ! AR CONVENRONALSPACING PVC I7(HAUSTMAMFOID I _ _ 7~~ SHOY/N WfSIDE OF BED FOR I LOC~EGINSl~OE PDl.M~1'BED 12'? lA'0 (iSSPACING)ONTOP20 ~ SEE MANIFOLD TABLE FOR PIPE SIZE I OFSLCPE I I DRIPUNETORODL2000 RGP-M112lAlERAI.TUBING, 7S BPACING I ' - INDICATES PVC SCH. 40 SLEEVE SIZED TWO PIPE 51ZES LARGER ! I (INSIDE DIAMETER) THAN LATERAL LINE "WET PIPE" INDICATED ON I i E USE WHENSLOPES IXCEED 3%IN DIRECTKIN OF FLOW IN1WE, PVCSPRWGCHEOKVALVE I PLAN, i TOCOMROL LOW~t1EAD DRAWAGE i iY SIZE VANE PER MAN IFOLD LWE SITE PLACEVALVEAT EVERY iC OF ELEVATION RISE CHECKVA.LVE MODEL• FLOCONLROL, WC. ~ I PVC SCH 40 PVC MAINLINE 2'" (LOCATE IN PLANTING AREAS NOT UNDER ~ IB oRF I I PAVEMENT IXCEPT IN SLEEVES, AS SHOWN ON PLAN) ~ i 212 30 30 30 ttnsQ~r I l I GPM pSl GPM PSI 2GPM NO LRILTRES OA IRRIGATI N ' Typ, P I I ONES TO BE PLACED ~RHIN CONVEN110NALSPACWG DRIPLINETORO DL2D00 RGP412 LATERALTUBING, 15' SPACING (iSSPACING)PLUS25% INDICATES PVC LATERAL LINE: DRIPLINE OF IAEES TO SAVED. ABOVE GROUND DRIP LI MAY BE p ON 80TNM 1730FSLOPE CLASS 200 = y4" LlNE OR SMALLER CLASS 160 = 1"+LINE PLACED ONLY IF DRIPDN IS E .INSTALLED ABOVE GROUN . R~OR BP I I DRIPLWE STARE Z.. CONNECTION L I 21 j pM FS 120 SQ FT` T ALIGN DRIPLINELATERALS INDICATES 3" WIRE SLEEVE SCH.40 PVC BURIED 24" MINIMUM I 2GPM I I I TYP. j P/C.SUPPLY MANIFOIIl ~PARALL0.T~ ECONTOURS /11 SEE MAMFOLDTABLE I- FORPIPES~ I j Z I I' • RR 11 N NTRA T R TO PROVIDE A 1" IRRIGATION METER ~ P P.O.C.. I IGA 0 CO C 0 o_-I___-~_ ~ i( REMOTE CONTROLVALVE W . WI1H PRV ? WITH BACKFLOW PREVENTOR {SEE DETAIL). ~ i IRRIGATION CONTRACTOR TO VERIFY THAT PSI AND GPM OF METER ~ ~ I E B~BBLE P RGPdt2TUBINGTOBEBURIEDA 2 MINIMUMOF4'BEIDWGRADE 1 ~ IS ADEQUATE FOR SYSTEM. CONTACT LANDSCAPE ARCHITECT IF THERE IS = i ~~o ' U M A DISCREPANCY BETWEEN THE PLAN AND SYSTEM AS INSTALLED. j 3pM 30 I lID IRRIGAT10N CONTRACTOR TO PROVIDE WATER CAPCITY OF 30 GPM @ 55 PSI m ~ PS DRIP DRIP O (n W AT SOURCE TO ENTIRE SYSTEM DOWNSTREAM OF WELL AND PUMP, / ! 30 \ I I GPM INCLUDING A BALL VALVE SHUT-0FF. (SEE DETAIL FOR REQUIERED COMPONENTS) ~ ~ I PS 30 FPM PS SLOPE LAYOUT 0 ~ m I R I VALVE SEQUENCE ~ i N1S O fA i III p GPM ~ I SIfEVES UNDER I I A UNE FLUSHINOVALVE PLUMBIDTOwC W REMDTE CONiRa O ~ (Q- m j PAVEIAEM ~ II PSI REQUIRED AT NOZZLE I ~ AS SHDNN,TYP. I O LF AREAPFItIMETT2R O VALVEWRHF'RV ~ Z m I i IRRIGATION I I sss sa Fr ACKFLOW ~pM 30 Z i METER ~ I iaGPM PREVENTOR PS FXlNUSTMANIFOID PVC SUPPLY MANIFOLD = ~ \ M SEE MANIFDLDIABIE SEEMANIF-0IDTABIE ~ FOR FYPES~ FORPWESQE ~ I D i ~ I I PVC SCH 40 DRIP _ _ _ f C i I ~ LOOP MAIN 8 012D0D~ DwPUNESrARr ~OR~LINETORO DL2000 CONNECRON ~O m• II ioc ! I DRIP 26 .RGP~I2 LATERALNBWG,ISSPAGNO MPIEADAPTER 7 W y~ O PM PS AIRNACULMRELIEFVALVE O ~ Ll. (FLUMBEDTOORIPLINE - TOAD Ol2000 NOTE: ALL MAINIJNE AND LATERAL LINES SHALL BE INSTALLED IN Z ! ! 2i7 3 ONEAT EACH HIGRPgNn I , TURF SPRAY RGPd12TUBINGTO BEBURIEDA AREAPFAIMETER V ~w// Q PLANTING AREAS AND SLEEVED UNDER PAVING AREAS AND ARE ONLY C j ~ GPM p m I I t ~f EM NDER DIAGRAMMATICALLY LOCATED ON THIS -PLAN. i AS SHDNN,IYP. -MW0.7UMOF4'B0.0W GRADE VACUUM RELIEF ~O ~ yL_ W I I. I NOTE: ~ o 0 0 0 ~ AR MINIMUM OF 4'BEIOWGRADE. I• O I I P WHEN DIGGING NEAR IXISTING TREES,fIELD ADJUST HEADS, LINES AND i 11111 1 I I BLANKDRIPIlNETUBWG Q BCENIERED ON MOUND OR rn O I R TS 12" AND GREATER. IN DIAMETER... ! TRENCHES TO AVOID CUTE NG 00 I ~ P SUPPLY MANIFCLD vJ i ~ ~ i 2"PVC SCH 40 SEE MAMFOLOTABLE PVC EXHAUSTMANIFOLD 'VC SCN 40 FORPIPE SIZE SFE MANIFOLDTABIE ~ ~ r J NOTE: IRRIGATION CONTRACTOR SHALL SIZE PIPE SIZES NOT TO IXCEED 5 FPS ! LOOP MAIN ~ I ~ I )P MAIN REMOTE CONIROLVALVE FOR PIPESIZE /y/ ~ U WITH PRV LL FEET-PER-SECOND OF FLOW -RATE. PSLAND GPM- AT ALL HEADS SHALt i PERIMETER LATERALS 2'T04' FRDM EDGE MATCH MANUFACTURERS DESIGN SPECIFICATIONS AS CALLED FOR ON PLANS j P i ~ PLUMBEDTO wC DETERMINED BY HEAD TYPE ON CHART. ' I - i LINE FLUSHWGVALVE i i ~ IRREGULARAREAS: DDDCURVES END FEED LAYOUT S~ ~ ' ;e~ '~I i E I ~ 110SQFT NTS „ I E 2GPM PAVEMEM NDER I Q 6 POP-UP FOR TURF AREAS. (6P) i I TtiP B as snowN,nP. ~ I p , I I I _ _ Q 12" POP-UP FOR SHRUB & GROUND COVER BEDS ADJACENT TO WALKS. ! ~ I ~1 r,. ~ ~ ; I j SPRAY AND ADJACENT TO CURBS AND SIDEWALKS (12P) ! I p I ~ 27 30 ~ ~LWE FLUSHING VALVE ~ ~ '~L ~~t ~ ~ PLUMBEDTO PVC t 1 ( I GPM PS _ I E E JONATHAN- t~~T~ Fle UDBfI ".~4~: ORIPLWESTART O RISERS WITH NOZZLES FOR. SHRUB & GROUND COVER BEDS ADJACENT TO i 4 I j BUBBLE ~ -~--LWE FLUSHIND VALVE PLUMBLDTO-wC BUILDINGS. i C GR 1 ~LQR~ ONLBED FOR _ ~ ~ 3pM 30 LUC E INSIDE PLANT DED wcEwlAUSrMANIFao ~ AREAPERIMETER F~ ~ ~ TALE Data: APRIL 24; 2~0~ ~ PS wCSUPPLY MANIFOLD Scale: 1 "=20' GEAR DRNEN SPRINKLERS: HUNTER 1-25 PROFESSIONAL SERIES 8" I I POP-UP ROTORS. REFER TO NOZZLE SELECTION CHART AS A GUIDE i LATERAL°LNBING, iS BPACWG SEEMANIFOIDTASLE FORPIPE SIZE Revision: FOR PROPER NOZZLE PATTERN PER FIELD REQUIREMENTS. NOZZLE j D°I~"E~ RGW72TUBINGTOBEBURIEDA No. Date: Descriptlon: CONNECTION MALEADAPTER, MINIMUM OF4'B0.0WGRADE. 1 514106 PER CITY.REV. SELECTION SHOWN ON PLANS ARE TO BE USED AS A _DESIGN -FLOW I I GUIDE ONLY. i B°°~^^~F~ ICE ?--~~a 2 519106 PER CITY REV. FGR PIPESIIE BUBBLERS HUNTER PCN - 5D ON FLIX PIPE- 9 I2E DL20WTEE 3 08/07!06 PER CITY REV. O BIANKTUBINGCENTERED AREAPERIMEIER REV SITE ROTOR DRIP 2" PVC SCH 40 °"M°°"°°"~"' 5 1019 06 PER CITY REV. FPM 30 GPM 30 LOOP- MAIN PS PS ~A ~~POINIS (~"CENT"EID1tED~DdEM71BWNWD OR BERM, 6 12149106 PER SITE REV. I REMOTECONTRGL ~ TORODL20007UBINOLATERAL 7 01/24/07 ADD A1C LOC. VALVE.WRH PRV iS SPACING 8 02102!07 ADJUST PER .NOTE; SUPPLYMANIFOID AIRNA«AIMREL,EF CITY REQUEST. SEE MANIFq:UTABIE VALVE 1, TREE BUBBLER WILL BE INSTALLED FOR PIPE SL7E RGPd12 AIRING 70 BE BURImA ON SEPARATE ZONES, DO NOT INCLUDE BUBBLERS ON ROTOR MINIMUM OF4' BELOWGRADE pERIMETER LATERN.S ~ 7 T04' FROM EDGE OR SPRAY ZONES. SYSTEM IS DESIGNED FOR BUBBLERS ON Jab No. .SEPARATE ZONES. IRREGULARAREAS:TAIANGULAR CENTER-FEED LAYOUT 2. BUBBLER PIPING NOT INDICATED NTS Mg IN ALL INSTANCES FOR GRAPHIC CLARITY -Drawn by, Checked by. 3. TREE ROOTS WILL BE PROTECTED BY HAND DIGGING AROUND TREE DRIP LINE. 4, FOR GRAPHIC CLARITY, MAIN LINES ~~rlp ~~rr'rgat1011 ~@tal~S JT JT AND OTHER LJNES ARE LOCATED UNDER DRIPLINES OF IXISTING TREES THESE LINES WILL BE INSTALLED CLOSE TO STRUCTURES AND AWAY FROM THESE DRIPLINES. CONTACT LANDSCAPE ARCHITECT WITH ANY QUESTIONS. Sheet IRRIGATION PLAN Of aSheets Idgn1L3-IRRIG_PLANrev8.dgn 02102/2007 03:18:20 PM GENERAL LANDSCAPE NOTES AND SPECIFlCARONS 25.FERTiLIZE TREES, SHRUBS AND GROUNDCOVERS WffH NURSERYMEN'S "SURE-GRD" 12~- IRRIGATION.. NOTES SPREAD 1.IMPLFaliENTARON OF THIS PLAN AND SPECIFlCATK)NS SHALL CONFORM TO THE HIGHEST 12 BY BROADCASRNG EVENLY THROUGHOUT THE PLANTING AREA WffH A PROPERLY STANDARDS OF THE TRADE AND TO ALL PREVAILING ORDINANCES AND CODES.TIiE CALIBRATED SPREADER PER MANUFACTURER'S RECOMMENDED APPLICATION RATE. 1.IflRIGARON CONTRACTOR .SHALL VISIT THE.SITE 70 VERIFY ALL CONDmONS AND THOROUGHLY WATER PLANT MATERIALS AFTFA FERTIIJ7JNG.NURSERYMEN'SURE-GRO DIMENSIONS AS SHOWN ON THE PLANS PRIOR TO SUBMISSION OF BID. THE PLANS ARE SPECIFlCARONS CONTAINED HEREIN SHALL SUPPLEMEM THE WRRTEN SPECIFlCARONS. CORP. (40~ 589.6951 SCHEMATIC AND THE CONTRACTOR SHALL DETERMINE ANY AND ALL NECESSARY ~ ~~~~F+EpRTpILIZATTIpON -NOTES NOTESc 2. PRIOR TO SUBMISSION OF BID,THE LANDSCAPE CONTRACTOR SHALL NSR THE SiTE MATERWS AND IABOfl NEEDED TO MEET THE INTENT OF THE DRAWINGS.IARIGARON 1. ALL W000 SHRLL BE SPRUCE DR PINE-NOT PRESSURE TI AND FULLY :INFORM HIMSELF OF THE CONDmONS UNDER WHICH THE WORK ~ TO BE 26APPLY 'XL 2G' GRANULAR HERBICIDE (CONTAINS SURFLAN) PER MANUFACTURER'S CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANROR .COORDINATING PRIOR TO 2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. DIRECTIONS TO ALL PU84T BED AREAS PRIOR TO MULCHING. USE A PROPERLY 3. REMOVE ALL STRING &/OA WIRE WRAPPED AROUND TRUNI PINE-NOT PRESSURE TREATED. ~ SHRUBSAND I BEES )VER WOODY ROOTS. WRAPPED AROUND TRUNK. ACCOMPLISHED. BEGINNING OF WSTALLARON OF IRPoGARON SYSTEM, WITH GENERAL CONTRACTOR, IN 4. REMOVE ALL STRAPS. ROPES, W[RE. &/OP STRINGS USI CALIBRATED GRANULAR APPLICATOR AND DO NOT APPLY CHEMICAL DIRECTLY OMO REGARDS TO TYPE AND LOCARON OF WATER SOURCE. ROOTBALL. [RE. &/OP STRINGS USED TO LIFT THE ~ ~ All trees and shrubs shall be fertilized witlt "Agrfform" 28-155 planting tablets at tlme of LEAVES OF PLANTS, 5. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE 3.THE WORK WCLUDES SOIL PREPARARON,FINISH GRADING, SUPPLYING AND PLANING 6. TOP OF ROOTBALL TO BE SET 2' aELOW FINISH SUAROI FROM THE TOP OF THE ROOT BALL. installation and priorto completion Of pit backfilling. Tablets shall be placed uniformly around ' BELOW FINISH SURROUNDING FINISH ~ the root massatadepthfhatisbetweenlhemiddle-and bottomofiherootmass. 2.IRRIGARON CONTRACTOR SHAll PROVIDE A FULLY OPEAARONAL IRRIGATON SYSTEM GRADE. OF TREES; SHRU&S, GROUNDCOVERS, AND SOD OF THE SPECIES, SIZES AND QUALTiY AS p~ BEDS AND TREE RINGS SHALL BE MULCHED WiTH A 3° DEPTH LAYER OF PINE SHOWN ON THE DRAWINGS ANDOR AS SPECIFIED HERFJN. FURTHER, THE WORK SHALL FOR 100% OVERLAP COVERAGE OF ALL LANDSCAPE AND TURF AREAS AS INDICATED ON BARK MULCH, UNLESS SPECIFIED DIFFERENTLY ON PLANS. DEPTH SHALL BE MEASURED THE. LANDSCAPE AND IRRIGATON PLANS WIDTH PER PLANS INCLUDE THE THIRTY DAY (30) DAY MANTENANCE OF AIL LANDSCAPE AND SODSEED (SEE WRITTEN SPECIFlCARONS). AREAS AFTER FlNAL ACCFTANCE BY THE PROJECT ARCHITECT AND OWNER'S AFTER COMPACTION. REMOVE MULCH FROM CANOPIES OF SHRUBS AND PROPERLY °TUCK- I ~ ~ APPLICATION RATE: IN' MULCH ALONG EDGES. SIT CONTRACT SH REPRESENTATNE 3.THE CONTRACTOR SHALL VERIFY DOSRNG GPMPSI FROM THE PROPOSED WATER SOURCE A DR MOpV~E AS L L M RD K ~ a ~ 1 Gallon can: 1-21 gram tablet HEIC"r 3 Gallon pn: 2 -21 gram tablets AND IF NEEDED,THE CONTRACTOR SHALL ADJUST AND BALANCE THE PROPOSED ZONES FR M PLANT NG LIA DS 4. THE LANDSCAPE. CONTRACTOR. SHALL. PROVIDE A LUMP SUM BID PRICE FOR. A FULLY LINES SHALL HAVE WELL DEFlNED TRENCH EDGES TO CONTAIN MULCH. HEDGE UNES AS NECESSARY TO MF-ET' ACTUAL. GPM?SI REDUIREMENS. THE. CONTRACTOR. SHALL. 5 Gaon can: 3 - 21 gram tablets SHALL BE LAID OUT WITH STRINGUNE IN THE FlELD PER PLAN LAYOUT. TREES OR TR E OR SHRUB ROOTg AUTOMARC,100% OVERLAP COVERAGE, UNDERGROUND IRRIGATON SYSTEM. THE ALSO ADD HEADS AS NEEDED FOR FULL 100% COVERAGE IF SCHEMATC PLAN LOCATONS SE SEE PLANTING DE ILS ROWN 51~ANDS 7 Gallon can: 4 - 21 gram tablets MULCH 3' FROM TRUNK IRRIGATON SYSTEM DESIGN, SPECIFlCARONS AND INSTALLATON SHALL CONFORM TO SHRUBS SHOWN IN A UNE ON THE PLAN SHALL HAVE THE TAUNKSCANOPIES IN PROPER AAE INSUFFICIENT. T T W ALIGNMFNr UPON VISUALINSPECRON AFTER INSTALLATON. GROUNDCOVER AND SHRUB IMPOpTED BAR OR PO ITIVE DRAINAGE THE STANDARDS OF THE 'IRRIGARON ASSOCIARON',1911 N. FORT MYERS DRNE BEDS SHALL BE PLANED ON TRIAN LAR P MULCH TYPICAL FILL TO 2-1/2' BELOW MULCH3'OEPTH Trees: 3-2l gram tablets eachll2"afcaliper Palms: 7-21 gramtablets GU 5 ACING WRH PLANS INSTALLED AND FACED 4.000RDIMIATE OPERARON. OF THE RME-0LOCK FOR. PROPER ZONE SEQUENCING. AND TOP OF CURB ;Y1009,ATiLINGTON,VA 22209, AND TO THE STANDARDS OF THE "FLORIDA IRRIGATON FOR OPTIMUM GROWTH INTO THE BED. TILLED AND ` LOOSENED NATIVE GROUNDCOVER AREAS ~//A~\.\fl\\\i SOCIETY'.IRAIGARON SOURCE SHALL SE SHOWN ON THE IRRIGATON PLANS.THE OPTMUM WATERING RME. VLAIFY T1ME~LOgC LOCARON AND STAR1iSrOP TIMES OF 2'x2'x4' SIAM IRRIGATON CONTRACTOR SHALL PROVDE AN RPZ BACIffLOW PREVENRON DEVICE PER OPFAARDN WiTH OWNER. TIME-CLOCK SHALL BE LOCATED ON .AN EXTERIOR WALL IN A ~ . 'X2'X4' CROSS MEMB BO(L BACKFILL LOCAL GOVERNING CODES AND ORDINANCES. SIZE ACCORDINGLY. SUBMR PLAN PER PALMS AND SHRUBS SHALL BE PLANTED SO AS TO MAINAAIN ADEQUATE LOCKING WALL-MOUMED UNiT PER LEGEND. THE GENERAL CONTRACTOR'S ELECTRICIAN WRITTEN SPECIFICARONS TO ARCHITECT FOR APPROVAL gFARANCE FROM THE EDGE OF WALKS AND ALONG BUILDING WALLS. CURVILINEAR BED SHALL PROVIDE 120V, 20AMP POWER SUPPLY TO THE RME-CLOCK. COORDINATE > FERTILIZER TRBLETS RS All roundooverareasshallreceivefertil¢ationwith"Ozmocote"time releasefer6l¢erasper TECT~NICV LINES SHALL BE ACCURATELY SCALED .FROM .PLANS AND LAID-0lR' IN THE FlELD:IF ELECTRICAL SUPPLY REQUIREMENTS WffH THE GENERAL CONTRACTOR. ~ I-IIII-~I ~~~II HELD CONDmONS RITE DIFFERENT FROM PLANS, IMMEDIATELY NORFY THE LANDSCAPE =IIII= -IIII- SPECIFIED. PLACE UNIFORMLY g AROUND ROOT MASS BETWEEN. manUfaCtOrBjSSpeClfiCdtl0n3: MIDDLE AND BOTTOM OF ROOT 5. THE LANDSCAPE CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMffS FOR THE ARCHITECT OR ON-SRE REf'RESENTATNE FOR FlELD ADJUSTMENT OF MATERW-S: m =IIII- I- WORK, PRIOR TO COMMENCEMENT OF HIS OPETIARONS ONSTTE.COPlES OF THE PERMRS S.PIPING ON PLANS IS DWGRAMARCALLY ROUTED FOR GRAPHIC CLARffY,ACTl1AL - 2•x2'x4' 19'MTN.O p;~~s'~ MASS. desi n rou international, inc. ROOTBALL , ~ I~~/'--'UNDISTURBED SOIL g g p SHALL BE SINT TO THE ARgirTECi AND OWNER'S CONSTRUCTION REPRESTMATIVE IF PLACEMENT SHALL BE LOCATED WITHIN PROPERTY BOUNDARY AND IN 'GREENSPACE' i- - CROSS MEMBER ~D 2-2'X4' STAKE N/LONG TAPER LANDSCAPEh ARCHITECTS TILLED ANO LOOSENED I _ ~ MIN. IB' INrO UNDISTURBED LAND f CANNERS REQUESTED. 3D:THE LANDSCAPE ARCHffECT RESERVES THE-RIGHT 70: MAKE MINOR ADJUSTMEMITS, IN THE AREAS ADJACENT TO PAVING OR STRUCTURES AS PFA INIXJSTRY STANDARDS. 2/3 NR7IVE SOIL IIII=IIII=~~~~' FlELD,TO THE LOCATONS OF TRFFS,PALMS,SHRUBS AND GROUNDCOVER5,WiTHOIJT 1/3 PREPARED PLANTING SOIL COORDINATE INSTAI.LARON WRH PLANTING PUW SO CONFLICTS WRH PROPOSED NATIVE SOIL BACKF ~ I III I I - SO1L 6. THE LANDSCAPE AND IRRIGATON CONTRACTOR SHALL BE PROPERLY LICENSED AND CHARGE FROM THE LANDSCAPE CONRACTDR. REVISIONS CAN BE MADE FOR AESTHETIC LOCARONS OF TREES, PALMS AND SHRUBS WILL BE AVOIDED. PLACE PIPING IN INSURED. SEE WRITTEN SPEGFICARONS. OR HEALTH, SAFETY WELFARE REASONS OR REQUEST FROM OWNER. TRENCH ADJACENT TO CURBING OR EDGE OF PAVEMENT WHERE POSSIBLE 2-2.5' URBAN DESIGNERS 2'X2'X4' STAKE - 3 TO 5 TIMES THE WIDTH DRYWALL SCREWS OF THE AOOTRALL 7. ALL WORK iN THE RIGHT OF WAY AREAS SHALL CONFORM TO THE STANDARDS AND 31•SOQDING IS REQUIRED IN ALL UNPAVED AREAS WITHIN THE SITE BOUNDARIES UNLESS 6.CONAACTOR SHALL REFERENCE RTE LANDSCAPE PLANS AND SPECIFlCARONS TO SPECIFlCARONS OF THE LOCAL ANDOR STATE HIGHWAY JURISDICRON. OTHER WISE SHOWN OR NOTEO.ALL SOD AREAS SHALL BE PLANITD WRH ST. D[TERMINE WHERE IRRIGATON HEADS SHALL RE INSTALL[D ON RISfAS.HEIGHTS OF TYPICAL PLANTER ISLAND DETAIL 2011 CLEVELAND ST. SUITE E TREE PLANTING TAMPA, FLORIDA 33606 AUGUSRNE °FLORATAM',SANO GROWN,SOLIDSOD TYPE AS SPECIFlED ON PLANS. SOD ALT. RISERS SHALL BE ADJUSTED AFTER LANDSCAPE INSTALIATON IS COMPLETE DETAIL CLEARWATER INDEX N0. 908. SH. 1 OF L FI. Reg. Lic. # 254 8. CONSTRUCION EQUIPMENT LS NOT ALLOWED ON SiTE UNTIL A HABRAT MANAGEMEM AND SHALL RE FREE FROM PESTS AND WEEDS, LAID IN STAGGERED ROWS WTiH NO GAPS, RISERS SHALL BE PAINTED BLACK WffH PflOFESSIONAL QUALfTY FIAT ENAMEL SPRAY CLE NO SCALE LANDSCAPE PERMIT IS IN NAND, j IF REQUIRED BY LOCAL ORDINANCE. ELI-ED, FERRUZED AND WATERED IMMEDIATELY AFTER INSTALLARON. SOD SHALL pAINT,gp,IUST SPRNKLER ARC, RADII, AND TRAJECTORY AFTER LANDSCAPE REVN.T/se/De 813 258-4504 ph. NOT BE LAID ON TOP OF WEEOS,SRCKS,ROCKS fTO.PRIOR TO SODDING OR SEEDING, WSTALIARON IS COMPLETED TO ASSURE 1D0% OVERLAP COVERAGE.AIL RISERS SHALL 813 258-4604 fx. INSTALL 10 CM ADS CORRUGATED DRAIN PIPE 9. THE LANDSCAPE CONTRACTOR SHALL VFAIFY'ALL lmLllY LOCARONS (EXLSTING AND TREAT SOIL W'Ti}i °ROUND-UP' PLAN KILLER AT A RATE OF 2 OZ PER GALLON OR AS BE STAKED WTM A GALV. SFAINLESS STEEL EMT STAKE AND SECURED BY 1W0 PROPOSED), RELATED PAVING, ELEVARONS, WATER AND ELECTRICAL SUPPLY, ETC. .PER MANUFACTURERS INSTRUCRDNS.ALL DEBRIS SHALL BE REMOVED PRIOR TO LAYING STAINLESS STEFJ. CLAMPS. NO RISER SHALL BE INSTALLED ADJACENT TO ANY PRUNE EXCESS BRANCH[ BEFORE PLANTING TREES PALMS OR SPECIMEN ITEMS IF GROUNDWATER IS EXCESSIVE OR SOILS ARE PRIOR TO START OF WORK NDRFY THE GENf:RAL CONTRACTOR AND THE SOD. SOD RETENTION SLOPES AND BOTTOMS WRH ARGEMINE BAHIA SOLID SOD, PEDESTRIAN WALKWAY 12' POP-UP HEADS SHALL BE USED IN GROUNDCOVER BEDS FROM TREEMASS AND ARCHffECTiOWNEA'S AGENIi IN WRIRNG OF UNSATSFACTORY CONDmONS PRIOR TO PEGGING SOD ON SLOPES 3:1 AND GREATER. SOD ROLLS SHALL BE WD HORIZOMAL TO ApJgOEN' TO WALKWAYS AND IN PARI(ING ISLANDS (1YP.) LANDSCAPE ARCHIT~CTY HEAVY CLAY MARL CONGLOMERATE FILL WAS USED TO BRING SITE UP TO FINISHED GRADE RUBBER TREE TIE ' PREVAILING SLOPE TO MINIMIZE EROSION. SEE PLANS FOR ON-CENTER SPRCING GUY WIRE SIZ START OF WORKSTART OF WORK WILL INDICATE ACCEPTANCE OF CONDmONS AND FULL GALV. WIRE TIE TREE OR SHRUB ROOTB I ISEE PL~JTING D AILI RESPONSIBILITY FOR COMPLETED WORK 7.CONTRACTOR SHALL DETERMINE LOCATONS OF ALL UNDERGROUND UTILITIES AND •12 -15-30 GAL THE 32ANY AREAS SUBJECT TO EROSION (EG.GRASS SWAlES,RETENION AREA IMPROVEMENTS PRIOR TO START OF WORK ON-SifE.000RDINATE WI1H THE GENEHAI. PRUNE LEGGY LEADERS '9 -FIELD STOCK TREES SURVEYORS FLAGGING w TAPE - EA. WIRE _ EMBANKMEMlTS)MUST BE STABNZm BY SOLID~OD: INTO SHAPE AS DIRECTED 3'-4' OF EARTH SAUC T d 10.VERIFY ALL UNDERGROUND AND ABOVE-GROUND tlRLT1Y LOCATIONS PRIOR TO ANY CONTRACTOR AND SiTE LIGHTING COMRACTOR FOR INSTALLATON OF PROPOSED BY LANDSCAPE ARCHITECT PERIMETER OF WELL FINISH GRADE ~ a. o~_ _~HIGH GROUND EXCAVARON:IF UNDFJTGROUND CONSTRUCRON,UIILIRES OR OBSTRUCRONS ARE' LIGHRNG AND ELECTRICAL CONDUiTS.THE IRRIGARON CONTRACTOR SHALL BE 3' OF MULCH 33.LANDSCAPE CONRACTOR SHALL BE RESPONSIBLE FOR SfTE ffi0SI0N REPAIRS IF SfTE w ENCOUMERED DURING THE IXCAVARON OF PLANTING AREAS OR PRS,IMMEOIATFlY RESPONSIBLE FOR THE IMMEDIATE REPAIR OF ANY DAMAGE CAUSED BY HIS WORK THE 3' WATERING BASIN f WATER TABLE INFORM THE OWNER'S CONSTRUCRON REPRESENTARVE ALTERNATE LOCARONS FOR THE ~ FINAL-GRADET) ~ GENERAL COMTTITACiOR FOR SODDING AND A DELAY OF SODDING IRRIGATON COMffAACTOR SHALL l3FAfi SOLE RESPONSIBILITY FOR ANY AND ALL DAMAGE ~ _ PLANT MATERIAL(S)VNLL BE SELECTED BY THE ARCHfTECT OR AGENT. SUCH CWWGES ACTIVITY BY LANDSC4PE CONTRACTOR IS'DETERMINED TO NAVE CAUSED EROSION DAMAGE THAT RESULTS FROM- HIS ACTMTIES DUE TO IMPROPER VERIFlCARON OF UTILITIES FINISH GRADE ~ w s~Y e 4' RDS PIPE SOLID E T ~ Y OUTFACE SUCH AS STORM IN LOCARON SHALL BE MADE BY THE CONTRACTOR WRHOIrT ADDITIONAL COMPFNSARON. TO FNAL GRADE ANpOR OPERATOR ERROR DURING IXCAVARONS. SEE RELATED CML PLANS f-0R _ \ ~ o DUCKBILL ANCHORS. TYP, SEWER OR RETENTION POND ~ F CRUSH GRANITE OR SLAG AODmONAL INFORMATON. BACKFILL SHALL BE 2/3 SOIL T 34.FEfrTTLIZE TURF AREAS WffH 16-4-8 FERRUUZERR AT THE WUE OF 10 L85 OF - EXCAVATED FROM PLANTING PIT REMOVE BURLAP FR v ~ 11.THE LANDSCAPECONIAACTOR SHALL-BEAR SOLE RESPONSIBILITY-FOR ANY AND ALL \ 1 ~ ~ ~ ANO 1/3 PREPARED PLANTING SOI TOP 1/3 OF ROOTBALL 00 DRAIN TO RETENTION POND OR LO A ~ ~ DO NOT USE LIMESTONE MATERIAL INSTALL UNDER BACKFILL SHALL BE 2/3 SOIL OF SITEALTERNATIVE IS TO PUNCH-THROUGH 2 IMES ROOTBALL-AND-AROUND u ~ EXCAVATED FROM PLANTING PIT THE CLAY CONTAINMENT LAYER AND DRAIN ENO OF ADS GRAIN PIPE NrTROGQ4 PER 1000 S.F:OF TURF AREA WATER AFTER FTARLQARON TO THOROUGHLY B.IRRIGARON CONTRACTOR SHALL OBTAIN APIY AND ALL PERMITS REQUIRED BY GOVERNING '"U//,~\`% (gIOT PLANT LINO WRAPPED. TREES DAMAGES THAT RESULT FROM HIS ACTMTIES fX1E TO IMPROPER VETiIFlCARON OF FILL OR NATIVE SOILS 2 TIMES AND 1/3 PREPRREDPLANTINC SOIL INTO SAND LAYER BENEATH CONTAINER DI A. 2 TIMES REMOVE BURLAP FROM TOP t/3 OF l1TWT1ES ANDOR OPERATOR ERROR DURING IXCAVARONS. SEE RELATED CML PLANS THE SOIL AGENCIES. SUBMfT COPIES OF PERMITS TO OWNER'S CONSTRUCRON REPRESENTATNE. REMOVE POT CONTAINER DIR. FOR ADDmONAL INFORMATON AND COORDINATE ON-Sf1E WITH THE GENERAL IRRIGATON CONTRACTOR SHALL BE PROPERLY LICENSED AND INSURED, z T~~s m~rn~rFn o~ CONTAINER ANO CONTAINER DIR. ROOTBALL CLIP WIRE BASKET AND REMOVE TOP 1/3 DO NOT PLANT NOTE:- CONTRACTOR AND OTHER TRAOES PRIDR TO STARi OF WORK 35.THE IRRIGATION SYSTEM SHALL BE FULLY OPERARNG FOR A PERIOD OF TWENY~OUR BURLAP HOURS PRIOR TO START OF PlAN1NG OPERARONS.THE fANDSCAPE CONTRACTOR SHALL .SET ROOTBALL RELATIVE T( LINOWRAPPED TREES THIS DETAIL SHALL APPLY FOR ALL POORLY DRAINED SITES. THE IMPLEMENTATIONOF THIS ODTBALL RELATIVE TO SLOPE GRADE DETAIL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UPON ASSESSMENT 9ATUUST SPRINKLER ARC, RADII, AND TRNECTOLTY AFTER LANDSCAPE INSTALLATON IS 00 NOT SET LOWER THAN F] 12ALL E(ISRNG TREES SHN1 BE INSPECTED LTY THE LANDSCAPE CONTRACTOR TO THE BE RESPONSIBLE FOR PROVIDING ANY ADDmONAL HAND-WATERING AS NECESSARY FOR COMPLETED TO INSURE 1D0% OVERLAP COVERAGE.INSTALL PROPER NOZZLE AS FlELD T SET LOWER THAN FINISHED GRADE OF THE EXISITNG SITE CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THESE POORLY GRAINED SOIL CONDITIONS ARE FOUND DURING CONSTRUCTION. DETERMINE THE EXTENT OF TRIMMING AND PRUNING REQUIRED TO "SHAPE UP° TREES. ~ ~~'SHRUBS, GROUNDCOVERS AND TURF. AREAS PRIOR TO FlNAL ACCEPTANCE CONDTRONS REQUIRE FOR OVERLAP COVERAGE RAISE OR LOWER SPRINKLER HEADS AS REMOVE DTAD BRANCHES AND FROND, AND PRUNE BRANCHES HANGING OR GROWWG BELOW REQUIRED. SHRUB BED PLANTING DETAIL TYPICAL SLOPE PL tiFT.THIS WORK SFIALL BE DEEMED PART OF THE LANDSCAPE CONTRACTORS CONTRACT 36.THE JOB SiTE SHALL BE KEPT ORDERLY AND REASONABLY CLEAN ON A ONLY BASIS A. SLOPE PLANTING DETAIL 6 POORLY DRAINED SIETE DETAIL W FOR SERNCTS FOR THIS PROJECT SiTE. DURING CONSTRUCTION OPERARONS.UPON COMPLERON,THE LANDSCAPE CONTRACTOR tO.WHERE MAINLINE OR LATERAL UNES ARE COVERED BY PAVING,A SCHEDULE 4D PVC ~i' NO SCALE ~ NO SCALE SHALL REMOVE AIJ: DEBRIS AND WASTE GENEPATm BY HIS OPFRARONS ON-SfTE, SLEEVE SHALL BE INSTALLED WfrH THE SPECIFlED LATERAL: UNE AND STUBBED UP NO SCREE LARGER Q 13.SffE CONTRACTOR SHALL PROVIDE THE LANDSCAPE CONRACTOR W4R1 A FINISH GRADE INCLUDING THE CLEANING OF WALKS AND PAVING AS NECESSARY. Wmi END CAPS AS SHOWN IN DETNL SLEEVE SIZE SHALL RE TWO RMES LARGER OF (PLUS OR MINUS) ONE TFMH OF ONE FOOT. GRADE SHALL BE CLEAR DF DEBRIS AND Q.D.) THAN THE SRE OF THE LATERAL UNE 'WET-PIPE" SIZE INDICATEb ON THE WEED GROWTH. FlNISH GRADES ADJACENT To PAVING SHALL BE TWO- INCHES (2~ BELOW 37•THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ALL NECESSARY p~S SPREAD REMOVE OUTER AND LOW z FRONDS BEFORE TYING MEASURES TO .PROTECT THE CONTRACTOR'S JNSTALLFD ANDOR ONSTTE MATERIALS.FROM TOP OF CURBS, WALKS OR PAVNG IN ORDER TO CONTAIN SOD OR MULCH AS SPECIFIED. THEFT PRIOR TO FlNAL ACCEPTANCE BY OWNLA. SITE CONRACTOR SHALL IXCAVATE ANY LIMESTONE BASE MATIAWL OR OTHFA fl6 (1 f~y~ WITH ORGANIC TWINE MATETLIALS NOT CONDUCNE TO PROPER PLANT GROWTH FROM ALL PLANTING AREAS. HALL MAMLINES SHALL BE-BURIED A MINIMUM OF 16° BELOW FlNISH GRADE MAINLINE 0 fla O ~.~`UV; Y / /y[~~~ yy~, ~ Y `VV; y 3' CYPRESS MULCH. TYP. TRIM INNER FRONDS AROUND y ~V/f F}i TO RELEASE PRESSURE ON BUD = NOTE 38ALL PLANT MATERIAL SHALL BE GUARAMffEEO FOR ONE Q) YEAR AFTER FNAL SHALL BE BURIED A MINIMUM OF 24' AT ROAD CROSSINGS. ALL LATERAL UNES 3B' 9 ~/h t/ RE INDICAT(D,THE Sf1E COMR4CTOR SHALL PROVIDE BERMS, MOUNDING OR CROWNS -f r TO PARKING ISLANDS OF INDIGFNOUSVIABLE SOIL COMPACTED TO TWENTY-ENE ACCEPTANCE ALL R1EES, PLANTS. ANDOR GRASSING NOT. FOUND .IN A HEALTHY. GROWING SHALL RE BURIED A MINIMUM DEPTH OF 12' BELOW FlNISH GRADE. INSTALL MAINLINE ~ ~~!!r DURING INSTALLATION ~ ~~-f~~' CUT AFTER 90 DAYS o ~ PERCFM.CROWW PARING ISLANDS TO A MAXIMUM OF 12' TO THE CENTEFl FOR CONDRiON AT THE END OF THE GUARANTEE PEFllOD SHALL BE REMOVED FROM 1HE SiTE IN SAME TRENCH AS LATERAL UNES WHERE POSSIBLE ~ y rim ~I r ~ i Y/ ° TREE BEYOND ~ `b> y~>V PLANTED OUTSIDE 5-LAYERS OF BURL m ~ r n T, ~I ( ,f/~ HEDGE LINE. TYP. 5)- 2 X 4 X 3' WOOD GATT p W V DITAINAGE VURH A SLOPE NOT TO EXCEED 3:1.IF THE IXISRNG GRADE WITHIN THE ANQ REPUtCF11 WITHIN TEN (10) DAYS AFTER WRRTEM NORCE:ALL PLANT 6 2' -6 a r~ " REPLACEMENTS SHALL BE OF THE SAME IDND AND SIZE AS SPECIFlED IN THE PLANT 12ALL POP-UP SPRINKLER HEADS SHALL BE INSTALLED ON 12" OR 3'4" X 18' SPEARS HEIGHT GC TO FIL I DRIPUNE OF AN DOSTING TREE SHOWN TO REMAIN IS MODIFlED 8Y SIX WCHES (6~ MULCH 3' FRGM STEMS WITHIN 2' OF TOP SOD ARE I 6' i ~ r+ r BANDED TO TRUNK WITH Y ~ o e' I' /y SPECIFIED PLANTING MIX 1' STEEL BANDS ~ z 2 m OR MORE, THEN THE SffE CONTRACTOR SHJU1 PROVDE TREE WELLS OR RETAINING LIST. THE REPLACEMENTS SHALL BE FURNISHED, AND INSTALLED AS HEREIN SPECIFlED FLEX PIPE CONNECRON.FU7C PIPE CEMENT SHALL BE USED ON ALL CONNECRONIS CURB, TYP. / iT RE ,t1 ~ / WATER & TAMP TO ~ N IMI REMOVE AIR POCKETS 2 X4 X3'--DRACESC I .W ~ W WAL1S AS REQUIRED WR THE PRESEflVARON OF EXISTING TREES TO REA4NN.SEE AT NO ADDmONAL COST TO THE OWNER. THE IARIGATON SYSTEM SHALL BE BETWEEN FLEYJBIE PVC AND RIGID PVC. GUARANTEED FOR ONE (1) YEAR AFTER flNAL ACCEPTANCE FROM DEFECTS IN MATERIALS 3' MULCH LAYER ~ I ADDmONAL SPECIFICARONS AND DETNL FOR TREE BARRICADES. 3 GALLON HEDGE MATER{fl 7,5CM - L a = VJ EARTH SAUCER AT J AND WORKMANSHIP. SEE WRITTEN SPECIFlCARONS. 13ALL WIRE SPLJCES SHALL BE MADE IN VALVE BOXf~ USING RAINBIRD °SNAP--iRE' 39AN 'AS-BUILT° OF THE, LANDSCAPE AND IRRIGATON PLANS SHALL BE MADE BY THE 'MBE SPLICE KiTS AND SEALANL ~ ~ ~ ~ ~ ' TYPICAL IRRIGAT ~ 14.N0 GRADE CHANGE SHALL OCCUR WITHIN THE CANOPY DRIP UNE OF PINE TREES AND ~ i • ~ ~ HEAD PLACEMENT _ PROPERTY LINE I SLOPE TO SWALE PERIMETER OF WELL u 7 _ ~ AND SOD.TYP. w Q Z ~ LANDSCAPE AND IRRIGATION CONWICTOR. THE 'AS-BUILT' SHALL BE UP-DATED DAILY FERTILIIDi TABLETS AS ~ 7/,i THE CANOFY DRN UNE OF HARDWOOD TREES TO BE SAVED. THE FOO7PAWi OF AND SHALL BE KEPT ONSRE AT ALL TIMES fXIRING THE CONSTRUCRON PERK)D.ANY 14:WIRE S ~ _ - HALL BE UF-600 VOLT DIRECT BURIAL 14 GAUGE WIRE INSFALLED DIRECTLY IN SPECIFIEG. PLACE _ _ ~ F~ URLIRES Q.ESTOAtd, SANITARY, PDWERLINF$, WATER, SEWER, ETQ.) A$ WELL A$ UNIFGRHLY ARGUND ROGT PREPARED PLANTING S°IL = - AND ALL DEIMRONS FROM THE ORIGINAL CONSTRUCRON DOCUMENTS SHALL BE DULY THE PIPE TRENgi, BUNGLED AND TAPED EVERY TEN FEET ALONG THE MAINLINE WRH MASS ReruEEM MtooLE ANO / \ \ \ ~ - - THE LIMfTS OF TRLTICHING OR RLL MATERV4L IS NOT PFAMffTED TO ENCROACH WTHIN sorrow of Root MASS - _ _ c\vF w NATIVE SOIL AS BACKFILL OR AMENDED W _ _ _ SOIL AS REQUIRED BY SOIL ANALYSIS O ~ ~ AND ACCURATELY RECORDED. A REPRODUCIBLE OF t:ACH 'AS-BUILT SHALL BE PROVIDED EXPANSION LOOPS PROVIDED AT EACH VALVE'WHiiE" COLOR FOR COMMON AND °RED" ~ / - _ _ THE ABOVE STATED UMffS ~ BY THE LANDSCAPE AND IRRIGATON COMAACTOR TO THE OWNER'S CONSTRUCRON COLOR FOR CONmOL WIRES.AT RME OF INSPECTON, WIRE THAT DOES NOT CONFORM EXISTING UNGISTURBEG SOIL - _ _ ~za e GENERAL CONTRACTOR SHALL - - n"" / ~ 2/3 SOIL EXCAV ORMLY AROUND v , , 15.REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT RTPRESEMATNE AND TD THE AriCHffECT PRIOR i0 FINAL ACCIPTANCE AND PAYMENT OF TO SPECIFlCARONS SHALL BE REMOVED AND REPLACED AT GONIRACIORS EXPENSE a To s nMES rtotH EXISTI SOILS RETAINAGE• OF RG°1aALL 2 TIME ~ - ' BACKFILL SHALL FEECIFIEOR PLRCETS AS 0 ? r 1 W M THRDUGHOIR' CONSTRUCTION. ENCROACHMEN• WT0 OR FAILURE TO MAINTAIN THESE 15.BEFORE SPRINKLER HEADS ARE SET,IHE CO R OPEN CONmOL VALVES AND BARRICADES WILL RESULT IN ENFORCEMENT ACRON WHICH MAY INCLUDE CITATIONS gpAT RIE RME OF FINAL ACCFPTANCE,THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE (LUSH THE UNE ROOTBALL DIR. suecAADELFROMMPLaNiiNC TOPM~/3 OFRRO TBALL DO 2 TIMES ANDM1%3APREPARE~LEAAND BOTTOM Z ~ 2 TIME AREAS BEFORE LRNDSCRPE NOT PLANT LINO WRAPPED TR F ROOT MASS CONTRRCTOR SHALL COMMENCE PLANTING~SOIL Q Z Q. ANDOR PERMR REVOCARON. S THOROUGHLY WITH A FULL HEAD OF WATER TO BE SURE THERE IS NO SHRUB & GROUNDCOVER PLANTING DETA I L OWNER Vdni A MAIMITENIWCE MANUAL CONTAINING INSTAUCRONS FOR 1HE PROPER-CARE FOREIGN MATTER IN THE .LINES.THE CONTAACTOR.SHALL TEST THE UNES FOR cLEaRWATER INDex No. 9e5. sH. I ROOTBALL DIR. PLRNTING.TYP. FERTILIZER TABLET AS CONTAINER OIA. SPECIFIED. PLACE NOTES BUO SHALL BE PERPENDICULRR i6ALL STORMWATEA RUNOFF MUST BE DIRECTED TO THE RETENIRON AAFAS. OF ALL MATERIALS SPECIFlC TD THE JOB.INCLUDE IRRIGARON RMECLOCK OPERARNG LEAKAGE BY MAIMAINING A FULL HEAD OF PRESSURE (100 PSq FOR ONE HOUR WRH REV.Gi/15/99 RooiDMass BE~wEEN SPECI~~CALLYCDIRECTEDCBY tANDSCAPESARCHITE6~RAIGHT AND~WITHQUT CuRVESE Z ~ ~ 0 MIDDLE AND BoTT~G SABAL PALMS WITH ROOTBALL 3 TIMES TRUNK NDIS DR BLACKENED TRUNKS DIRECTONS AN0 MANUFACTURER'S LITERATURE TO OWNER'S REPRESENTATNE. CAPPm ENDS AFTER LINES ARE COMPLETE N.T.S.. CONTRACTOR SHALL INSTflUCi THE OWNER'S REPRESFNTATNE HOW TO PROPERLY OPERATE TYPICAL HEDGE P OF ROOT MASSPALM TREE PLANTING DETAIL ~ ~ a" 17.PlANT.MATL7TIAL SHALL BE GRADED FLORIDA N0.1 OR BETTER AS Ol1TlINED UNDER THE T}1E RMECLOCKTHE OWNER SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE AND 16AT ANY RME DURING THE INSTALLATON OF THE IRRIGATON SYSTEM BY THE Q °GRADES AND STANDARDS FOR NURSERY PLANTS', PARTS LAND II, STATE OF FLORIDA, WATERING OF THE LANDSCAPING AND TURF THIRTY (30) GAYS AFTEfl ACCEPTANCE CONiTRACTOR, THE OWNER, ARCHITECT ANO OR LANDSCAPE ARCHITECT MAY VISR THE 8 . HEDGE PLANTING DETAIL ~ DEPARTMEMJf OF AGRICULTURE AND SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK (ANSI260.1-1980) SiTE TO MAKE OFFlCIAL INSPECRONS. UPON REDUESi; THE CONTRACTOR WILL BE 9 ~ NO SCALE FOR TREES 36 L AND Lt~tGER ' ; ' r ~ W 41.1HE SUBCONTRACTOR SHALL SUBMR TO THE ARCHITECT FOR APPROVAL, PRIOR TO STATT REQUIRED TO UNCOVER SPECIFlm WORK AS DIRECTED BY THE INSPECTOR WfiHOUT 4' ~J ii ~ Q 18.N0 SUBSTIlUf10NS SHALL BE MADE WRHOUT THE t7NLICR WARTEN PERMISSION OF OF WORK, THE FOLLOWING: COMPENSARON.SHOULD THE'MATERIAI,WORKMANSHIP.OR MEt1i0D OF INSTALLATON 4, THE LANDSCAPE ARCHITECT. PLANS SHALL RE BID. BY ALL BIDDERS. AS SHOWN. SUBMR NOT MEET THE STANDARDS SPECIFlED HERFJN, THE CONTRACTOR SHALL IMMEDIATELY ~ . - - . - . 3/4'MOSE BIB WITH 10' OF 4' HOSE , ` LL. WRffTFN VERIFlCARON OF ANY PLAN MATERUU.(5) THAT MAY BE UNAVAILABLE AS MANUFACNRER'S CUT-SHEETS FOR IRRIGATON COMPONENTS WiTH ALl SPRINKLER REPLACE THE WORK AT HIS OWN EXPFI9SE: FINISH GRADE/ HEADS, PVC PIPE, VALVES, VALVE BOXES, PUMP, CONROLLER, AND MISCELLANEOUS PiNtSH cRAO PLASTICVALVE BOX V :W SPECIflm,TO THE LANDSCAPE ARCHTTECL FiiTINGS INCLUDED.INDICATE MATFAIAL SPECIFiCARON,TYPE,MODEL NUMBER AND ~ FINISH GRgO WITH COVER n 'O ~ W FINISH ~GRAOE r /J~ 19.000RDINAIE THE INSTALLATON OF TREES AND. PLANTS 50 AS TO NOT OBSCURE THE MANUFACTURER. 17.THE OWNER OR HIS DESIGNATED AEPFIESENTATNE WILL RESPOND WIiHIN TEN (10) DAYS _ AFTER. NORFICARON BY THE CONTRACTOR OF COMPLERON FOR THE PURPOSE OF G P°P•UP SPRAX-FIFA SiTE VISIBILITY TRIANGLE AT INTERSECRONS AND THE VISIBILffY OF OIRECRONAL IRRIGATON PLAN AT 1" = 20' DFLNFARNG ALL HEAD LOCARONS WRH TYPE OF MAKING A FINAL INSPECTON OF THE SYSTI:PA.IF FINAL ACCEPTANCE IS NOT GNEN -SIGNS OR .LIGHTS. FlELD ADJUST TLTEE AND PALM 10CARONS.AS REQUIRED TO AVOID 1/2' STREET L ~ • LL CONRICT WITFI LIGHT POLES, ETC.THE OWNER SHALL PROPERLY MAINTAIN TREES AND SPRAY.OR ROTOR NOZZLE MTXCATEb, MAINLINE AND.lATERAL UNE W'frH PIPE SIZES, AT THIS INSPECRON,A 'PUNCH-LIST' OF UNSATiSFACTORY:fTEMS WILL BE PREPARED tNSERr saaeEO E ` 9 PLANT MATERIALS AFTER FNAL ACCEPTANCE IN ORDER TO MAINTAIN UNOBSTRUCTED VALVE SIZE AND LOCARON, SCH.40 SLEEVE LOCATONS, BACKFLOW DEVICE SIZE AND F-0R COMPLE110N BY THE IRRIGATON CONTRACTOR. AT SUCH RME AS ALL °PUNCH- 90' ELL-PVC SCHEDULE 40 LOCARON,ETC.SHOP DRAWITJG TO AE PROVIDED BY CONiF?ACTnR IF NOT INCLUDED IN UST f1EM5 HAVE BEEN COMPLETED AND APPROVED BY THE OWNER OR HIS DESIGNATED (LENGTH ASEf~°UIR~EO v ~ 12'POP-UP SPRAY HEA@ VISIBIlI1Y FOR PEDESTRIANS AND VEHICLES. LANDSCAPE ARCHITECT'S DESIGN PACKAGE FOR BID. I~PRESENTATIVE, THE CONTRACTOR SHALL BE NORFIED IN WRRING OF FNAL MA% 18' i ?'POP-UP SPRAY H \1 ~ CONTROL WIR ACCEPTANCEflNAL ACCEPTANCE BY THE OWNER WILL NOT BE GNEN UNIL ALL 1' 20,IN THE (VENT OF A VAAIARON BETWEEN THE PLAN UST AND THE ACTUAL NUMBER OF MANUFACTURER'S CUT-SHEETS FOR ALL LANDSCAPE MATERIAL APPI-ICARONS AND SOIL REQUIRED SUBM(ITALS AND °AS-BUILT' DRAWINGS HAVE RFFN TURNED OVER TO THE tNSEm oaROFn ~ PLANTS SHOWN OR NOTED ON THE PLANS, THE PLANS SHALL COMADL LANDSCAPE ' ARCHiTECi SHALL BE NORFlED OF ANY DISCREPANCY DURING BID PROCESS IN P(~AN~NGTEST RESULTS CONTRACTOR SWILL AMEND SOIL AS REQUIRED FOR PROPOSED OWNER AND LANDSCAPE ARCHfiECT. Puc TE ~ I r,\~/~ PVC LATERAL LINE ~~yr SFAL ~ t~A" I I l :r, JC LATERAL LINE ~ p~i " I- ~ ~ WRmNG. ~ ~ ~ fS: TO SPRINKLERS ~ ' 18.THE IRRIGATON CONTRACTOR SHALL KEEP ONE RECORD SET OF BLUELINE PRINTS OF LANDSCAPE AND IRRIGATION SCHEDULE OF CONSTRUCTION EVENS. SCHEDULE SHALL 8E THE SPRINKLER SYSTEM IN GOOD CONDmON AT THE STiE AND MARK ON THEM THE SCHEDULE 80 PVC NIPPL • - 47 ~ 21.PLANTS AND TREES SHALL BE SET PLUMB,ATTHE SAME GRADE AT WHICH THEY HAVE COMPREHENSIVE AND ALL-INCLUSNE OF THE CONTRACTOR'S SCOPE OF WORK AND SHALL EXACT °RECOTiD'. THE COMRACTOR SWQL MAIa= A QAILY RECORD OF ALL WORK Pvc TEE BEEN GROWN, BEST SIDE FACING PRIME VISIBILTTI' AND 1HOROUGHLY WATERED-IN TO RE COORDINATED WffH THE GENERAL CONTRACTOR'S SCHEDULE. INSTALI.EO DURING FAgi DAY. PLANS SHALL INDICATE THE IXACi LOCARON OF CHECK PVC LATERAL LINE INSERT BARBED 'YC TEE MAIN LINE FITTIN 1 ~ I ! , ELIMINATE AIR POCKETS. 1F SffE CONDmONS AID UNFAVORABLE TO VIGOROUS VALVES, GATE VALVES;WIRE IOCARONS,HEAD LAYOUT,AUTOMARC VALVE580XES, T BARBED fl Y ~p ~ MAIN SUPPLY LI ~ - REPRESENTATNE PHOTOGRAPHS OF All TREE MATERIALS SHOWING PROPOSED QUALliY FLEx PIPE PLANE GROWTH, THE LANDSCAPE ARCHITECT SHALT. BE NORFIm PRIOR TO SUBMITTING BID AND COIv1MENgNG CONSTRUCRON. THE CONDiRONS AflE CONSIDERED ACCEPTED BY AND SIZE UPON REQUEST. FOR VALVE BOXES SWILL BE SHOWN BY THE TRIANGULAR SYSTEM OF MEASUREMENTS FROM (LENGTH As REQUIRED PIPE JONATHAN H. ONl:RF1 ,~~pL~' g ~ 19' MAX) CONRACTOR IF WRITTEN NORFlCARON IS NOT RECENED LTY OWNER OR LANDSCAPE EASILY IDENRFlFA PERMANENT FEATURES, SUCH AS BUIIDINGS,CURBS,WALKS,ETC. INSERT 6ARaED EE MAXI STAEETELL IRRIGATION CONTROL.VALVE INSERT BARBED ' ARCHITECT BEFORE COMMENCEMENT OF INSTALLATION OF THE MATERIALS. THE StIBMTTTAL.SHALL BE'IN AN 8-12' X 11° FORMAT AND 'SHALL BE PROVIDED IN THREE DRAWINGS SHALL SHOW APPROVED SUBSTfTUTIONS,iF ANY, OF MATERIAL L Lr _ LANDSGAPE CONTRACTOR SHALT. BE RESPONSIBLE FOR PROVIDING PROPER DRAINAGE FOR RING BINDERS WITH SEPARATE BECKONS FOR EACH AFlEA OF WORK PROVIDE FNE (5) WCLUDING MANUFACTURFA'S NAME AND CATALOGUE NUMBER UPON COMPLERON,ALL SPRAY HEAD - ON FLEX PIPE DETAIL 12 POP SPRAY HEM PRAY HEAD - ON PLEX PIPE 1 NON-PRESSURE REGULATING Date: APRIL 24, 2006 ALL TREES AND PLAN MATERIALS: TREES SET T00 HIGH OR LOW MAYBE RF-JECTED, COPIES FOR APPROVAL INFORMATON NOTED ON THE PRINTS SHALL BE TWWSFFARED TO A REPRODUCIBLE VERI MYLAR BY THE CONRACTOR. DRAWINGS SHALL BE TO S 10 NO SCALE INSTAL AT 11 FY PROPOSED FlNISH GRADES AND SEr TREES ACCORDINGLY. SEE DETAILS FOR CALF AND ALL INFORMATON L ION DETAIL NO SCALE PIANRNG, STAKING AND GIII1NG. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE 1NE PROJECT NAME AND LOCARON SHALL BE LABELED ON THE FRONT OF EACH BINDER SHALL BE RECORDED IN AN ORDERLY AND LEGIBLE MANNER. ON OR BEFORE FWAL INSTALLATION DETAIL NO SCALE INSTALLATION DETAIL Scale: FOR PROPERLY SECURING ALL TREES, PALMS AND LARGE SHRUBS IMMEDIAT0.Y AFTER WOH THE CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER LISTED ON THE INSIDE INSPECTION, THE IRRIGATON CONTRACTOR SHAM DELNER ONE (1) REPRODUCIBLE PLANTING.ALL GlN WIRES SHALL BE FLAGGFA-AND ALL STAKES SHALL BE DRNEN FIRST PAGE WfTH THE INDEX. L4YLAF1 AND TWO (2/ SETS OF BLUELINE PRINTS OF THE 'RECORD' DRAWINGS TO THE Revision: HARDWOODS PINES No. Date: Description: FLUSH WiTH SURROUNDING GRADE FOR PUBLIC SAFETY. LANDSCAPE ARCHITECT AND OWNER'S AGENT. THE DELNERY OF THE PRIMITS SHAD. NOT , 42THE LANDSCAPE CONTRACTOR SHN1 MAINTAIN THE IANDSCAPE,TURF AND IRWGARON RELIEVE THE CONRACTOR OF THE RESPONSIBILITY OF FURNISHWG REQUIRED SPECIFICATIONS - WOOD BARRIER DRIP LINE 1 5/4106 PER CITY REV. SYSTEM FOR A THIRTY DAY (30) ESTABUSHNIFNT PERIOD AFTl7i SUBSTAMIAL INFORMATION THAT MAY NAVE BEEN OMITTED. RETNNAGE SHALL BE RELEASE TO THE 22.PlANRNG SOIL T-0R ALL TREES AND SHRUBS SHALL CONSIST OF 60% PEAT, 20% COMPLERON AND FINAL ACCEPTANCE LANDSCAPE CONRACTOR SHALL PROVIDE ALL COMRACTOfl AFTER THE 'RECORD' pOCUMEMS HAVE BEEN SARSFACTORILY RECFJVED BY .DRIP LINE 2 51/9~106 PER CITY REV 1. MINIMUM-flA01US TORE PROTECTED. 3 81!106 PER CITI( REV COMPOST, AND 20% WOOD PRODUCT FOR AERARON: PLANTING' MIX SHALL HAVE A pH OF PLASTIC VALVE BOX LABOR,EQUIPMENr,ANO MATERIALS TO NECESSARY TD PROPERLY MAINTAIN THE SRE'S THE OWNER AND ALL OTHER ASPECTS OF HIS CONTRACT HAVE BEEN MEr. A. HARDWOODS - 2/3 ORIPLINE o B. CONIFERS & SABAL PALMS -ENTIRE DAIPLINE. C REV. BADE 6.0-8.5 /MIX 25% PLANING SOIL W4Ri 75% ONSTTE SOIL FOR PLANi7NG SOIL WITH COVER ELECTRIC SOLENOID VALVE LANDSCAPE AND TURF ARTJIS 8Y MOWING,mGING,WEEDING,WATERING,CONTROL OF 6ACKFlLLTEST SOIL OVER THE ENRRE SiiE AFiER FlLL OPERARONS f-0R PROPER ptl pE5TS,FERRIJZING,AND PRUNING AS NEEDED ON A WEEKLY BASIS. CLEAN UP ALL FINISH GRADE 2. UPRIGHTS - NO LESS THAN 2' X 2' LUMBER. 5 1OI191 6 ER CITY REV. a AND DRAINAGE. AMEND SOIL AS NECESSARY FOR PLAN MATERIAL REQUIREMENTS PER CLIPPINGS AND PAVED SURFACE AREAS AFTER DAILY. MAINENANCE CHEMICAL SPRAYS SOIL TEST RESULTS.BACKFILL ALL TREES AND SHRUBS AT THE FOLLOWING RATE: SHALL NOT BE USED FOR WEEDING. USE HAND LABOR TO REMOVE ALL WEEDS.MONiTOR GENERAL LANDSCAPE NOTES 3. HORIZONTRLS - ND LESS THAN 1' X 4' LUMBER. - T O1I24IO7 ADD AIC LIJ~I. 3/4'HOSE BIB WITH 10' OF THE IRRIGATON SYSTEM FOR PROPER APPUCARON OF WATIA TO ALL LANDSCAPE AND 4. BARRIERS SHALL BE ERECTED RROUND ALL PROTECTED Q. U210G107 AD II IQT 1]Ep iE BIB WITH 10' OF 3/4' HOSE a TREES AND PALMS. ANO INSPECTED BY CITY y L L p! f/'1~ JWtT h r r~ REPRESENTATIVE BEFORE CONSTRUCTION BEGINS. CITY REQUEST TREES 3.5° CAL AND GREATER =1 CUBIC YARD EACH 'TURF AREAS. SPRINKLER HEADS SHALL BE OPERATED,INSPECTED,AND ADJUSTED AS 90• ELL-PVC SCHEDULE 40 TREES 1" - 3' CAL/JD GAL =i2 CUBIC YARD EACH NEEDED FOR PROPER COVERAGE IMMEDIATELY AFTER fVEFlY MOWIN 1. The Landscape Contractor shall grade plantin beds, a5 re Ulred, t0 rovide sitive drains a and romote a imUm c PVC SCHEDULE 40 Qa ~ ~ 5. UPRIGHT POSTS ARE TOBE AT LEAST 4FEET IN G OPER4RON. 9 q P Pc 9 P P< plant growth. GALLON CONTAINER SIZE =V4 CUBIC YARD EACH suPPLEMENT IRRIGATON SYSTEM BY HAND warEAING FOR PROPER ESTABLTSHMENr. 2. Altrecommended trees and plant materials will be graded as NurseryGrede No.1 or better as outlined by the Florida DepartmaM ofAgdculture LENGTH WITH A MINIMUM OF 1 FOOT RNCHORED IN GROUND AND. 3.FEET ABOVE GROUND.. GALLON CONTNNFA SIZE = 35 PLANTS PER CUBIC YARD .ADJUST CONTROLLER TO APPLY ONE .INCH OF WATER .PER WEEK TO ALL LANDSCAPE AND and COnSUmer $eNiC&S, Division of Plant Industry'Grades and Standards for Nursery Plants", 7th Edition, 1998 as revised from time t0 time. GALLON CONTAINER 5~ = 65 PLANTS PER CUBIC YARD TURF AREAS, CONTRACTOR'S PERSONNEL SHALL TAKE ALL NECESSARY MEASURES TO 3. All planting Shall ba door: In a000ldan~e Wlthtlle FlOdda'NULSBfymen's arKi Grower'sASSOCiatiansApproved practices. caNTROL WLR 6. BARRIERS TO REMAIN IN PLACE UNTIL RLL PAVING. ROOTED Ct1TnNG54° POTS = s° DEPTH OF ANNUAL BED MIX SAFEGUARD. THE GENERAL PUBLIC FROM. ALL.OFLSffE. MAINTENANCE.ACTMTIES.ALL 4. All plants shall be fertilized withA riform 20-10.51ablets as rthe manufacturers s cifications in Con'un ' 9 pe pe t ction with note # 5. a ~ CONSTRUCTION AND HEAVY EQUIPMENT IS OUi.OF Job No. AREA. AREAS SHALL BE POLICED FOR LITTER,TRASH, gJPPINGS, oR OTHER DEBRIS DURING 5. .The plarrting soil shall be the approximate proportions as follows: 50%sand and 5D% organic material consisting of native peat, well-decomposed ' 23.ROOTf:D CUTTINGS, 2^ AND a" POT MATERIAL SHAM AE PLANTED IN A 6" DEPTH EACH vlsrr. sawdust, leaf mold and tC soil. It shall rovide a liable and thorou h mixed m i FURTHER INFOAMRTION MAY BE OBTAINEDFROM THE LAND RE50URCE SPECIALIST AT 562.474E PAFPAPJJ] BED CONTAINING AN 'ANNUAL BED MIX' COMPOSED OF 13 PEAT, VJ P P ~ P g ty ed um with adequate aeration, drainage and water-holding TO SPRINKLERS COMPOSTED PINE BARK, VJ SAND ANO DOLOMITE WiTH A 6.0-6.5 pH. TREAT ROOT Capacity It Shall aISO be free Of all aXlrenBOUS debllS, SUCK aS r~t5, StenBS, weeds, BtC. SCHEDULE 80 PVC NIPPL AREA WiTH 'ROOTS, INC.' ROOT ENHAN~i PER MANUFACNRER'S DIRECTONS. 43A. RECORD LOG OF ALL ON~TTE ACTMRES WILL BE MAINTAINEQ BY THE CONITAACTOR 6. All planting areas shall raceme a 3" layer of recycled hardwood log mulch, whlCh is to be watered-in after installation. MAIN. LINE FITT G FERTILIZE WRH 'OSMOCOTE" PER MANUFACTURER'S DIRECTONS. AND SUBMITTED TO THE ARCHffECT AT FNAL ACCEPTANCE 7. The plant material SChedUle IS presented fOr the COnYenlenCe of the Landscape COnlraCtOL In the eVemt Of a discrepancy betweenthe plan'and MAIN SUPPLY LI the plarri key, the plan shall prevail. 2/3 OF DRIP LINE DCawn by. Checked by. 24.SHRUBS SHALL DE PLANED IN CIRCULAR PLANT Pft3 WiTH A 04VMETER OF 16' 8. Plants shall meet s¢e, container, and spaang specifications. Any material not meeting specfications shall be removed and replaced at the GREATER THAN THE ROOTBALL OR CONTAINEIT. TREES SHALL BE PLANED IN CIRCULAR NOTE: THESE SPECIFlCARONS ARE THE SOLE PROPERTY OF TERRA TECTONICS DESIGN contractor's expense. ENTIRE DRIP LINE PiTS W'fTH A DIAMETER OF 28' GREATER THAN ROOTBALL OR CONTAINER AND GROUP INERNARONAI, WC. NO RIPRODUCRON; REVISIONS'OR REUSE "OF THESE 9. All tree and shrobiacations are subject in Change.'All logtions shall be approved bythe City Project Manager prierto planting. z UPRIGHT III DPRIG"T JTIBAM JT z E BACKFILLID Wfn1 PLANTING SOIL MIX. REMOVE CONTAINER AND CUT ROOTS IN 3 SPECIFlCARONS IS AUTHORIZED WmiOUi SPECIFlC WRffTEN PERMISSION.ALL RIGHTS 10. The landscape Contractor shall be responsible for examining fixity both the site end the bid documents. Discrepancies in the documents or the PLACES FOR OPTMUM GROWTH. REMOVE TOP 1Y OF BURLAP OR GROW BAG CONTAINERS aESERVED' actllatsite conditions shall be reported to the City Project Manager in writing at the time of bidding ordiswvery. No account shall be made after IRRIGATION CONTROL VALV f FROM' TPJFS. contract cum lotion for failure.to re rt such cantlifi E p po on, orfor errors on the part of the Landscape.Contrectar at the.time ofbidding. JE ro HOR[ZONTR i7 NOR[ZONTAL z Z 11. The Landscape Contractor shall be responsible for securing all necessary applicable permits andlicenses to perform the work set forth in this plan 'ING IRRIGATION N 6etantllhe5pecrf'icatiDn6. WITH PRESSURE REGULATING OTES 12. Plant material shall be bid as specified unless unavailable, at which time the City Project Manager vrill be notfied by telephone and in writing of 1 ~ ND SCALE NSTALLATIDN DETAIL intendedchangeS. INSTALLATION DETAIL 1. Alow volume irrigation system, that provides 100% coverage to all proposed plantings, will be 13, Any and all questions concerning the plan set andlorspeafica0ons shall be directed to the City Project Managerat (T27) 562-4737. ...Sheet. designed and installed by the Contractor. 14. There shall be no addifions, deletions or substitutions without the wriften approval of the City Project Manager. 2. The proposed Irtigatien System must meet or exceed all applicable City code requiremerris. (.e., 15. The Landscape Contractorshall guarerltee, in writing, plant survivability for a period of iweme (12) months from final acceptance by the City TREE BARRICADES Back Flow Prevention, Automafic Rain Shutoff Device, etc...) Project Manager. CLERRWATER INDEX NO. 909. SH. I 3. Irrigation shop drawings must be submitted and approved by the City prior to the Commencement of 16. All dimensions to befield-ched(ed by the Landscape Contractor prior to landscape material installation. Disaepanaes shall be reported wed' immediatety to the City Project Manager. OF 1 REV. 4/09/03 4, irrigation system must be inspected and accepted by City Project Manager prior to installation of 17. All materials must be as specified on the landscepe plan. If materials or labor do not adhere to specificefions, they will be rejected by the City N.T.S. mulch. a.~lo~r n4~„~~o. u,HH „M~o" I,.~bn~~,., M~~a ,,,a ti.. l .....I,........, n......"........,a _~rc'"' s r• r oe vu Y wuuaw ..wuuaULV L aUUIUNIm wsa I CZ I IV 5. Irrigation as-built drawings, which accurately and clearly identify all modifications Wor substitutions, 18. All perm ds necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications. must be submitted prior to final inspection and acceptance. 19. No contractor identification signs shall be permitted on the project, except for the project information signs. 6. A 5" Well with 4" Pump will be utilized for this Irrigation System. 20. Existing sod shall be removed as necessary to accomodate new plantings. 7. The Landscape Contractor must coordinate the placement and power supply for the irrigation control 21. Any existing sod areas-that are.unnecessadly.disturbed during.the.landscape.installation shall be. resodded.to.match.existing.. timer with the City and the General Contractor. 22. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris generated during the installation of this project, SPECIFICATIONS AND DETAILS Of °Sheets 1tlgn1L4-DETAILS_SPECSrev8.dgn 02/0212007 03:20:50 PM ~ ~ J n ~ . 14104 i . p ~ s~~ ~araaT ga;~rla? ~ . _ .z r~a~ r KP . l _ _ 1 Y~z-P_I - - - µ tZ. 1014! UL-Ilull o~t DO r I r ffff' %P~a_..~,._ -6 _ ~.t I J ORIGINAL RECEIVED MAY 0 5 2006 PLANNING DEPARTMENT CITY OF CLEARWATER :~tl~ q:~ _ f - _ r - r i~.t2 , I o'--4~ ~ ~ ~ ~ ~ ~ __+a~~,f ud~d Loll G.E,412 (Ed.r?~. 'G 4EV6."(l01.~-'b U~J114~~~y', o ORIGINAL RECEIVED MAY 0 5 2006 PLANNING DEPARTMENT CITY OF CLEARWATER