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FLS2008-02005FLS2008 -02005 837 HARBOR ISLAND ICAT SERVICES PLANNER OF RECORD: NOT ENTERED ATLAS # 249B ZONING: IEOD LAND USE: RU RECEIVED: 02/26/2008 INCOMPLETE: 3 -5 (:)� COMPLETE: 3 - /U- Of MAPS: PHOTOS: STAFF REPORT: DRC: CDB: CLWCoverSheet i' 4 a Clearwater 0 Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727- 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets ❑ SUBMIT APPLICATION FEE $ CASE #: RECEIVED BY (staff initials): DATE RECEIVED: •'7 ► _ * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATI01''+1 (Revised 10/30/2006) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A)) APPLICANT NAME: MAILING ADDRESS: 3vk0 Are- PHONE NUMBER: /jaA . Ake glyPe FAX NUMBER: _99/ PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: ' MAILING ADDRESS: >�Ina, PHONE NUMBER: -� �i�� FAX NUMBER:+' CELL NUMBER: ._ E -MAIL ADDRESS: 7�c�c s Sys B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: -- PROJECT VALUATION: $ STREET ADDRESS '�s/z PARCEL NUMBER(S): 05- 4/ X 73 b PARCEL SIZE (acres): �2 X p PARCEL SIZE (square feet): LEGAL DESCRIPTION: S5^/� PROPOSED USE(S): DESCRIPTION OF REQUEST: Specifically identify the request (include number of units or square footage of non - residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) .-4-1 C: \Documents and Settings\derek.ferguson\Local Settings \Temporary Internet Files \01-K389 \Flexible Standard Development (FLS) 2006.doc Page I of 7 6 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO -" (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) ❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) ❑ Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA— Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. mme- sgn vL- i MpA4t'IZ 5 . ii cs rc } .. 2. The proposed development will not hinder or discourage the appropriate development and use oh en and d buildings or significantly impair the value thereof. ( J As No& = "&g � -TttaC j,�t/L ��D �C t L)a�.S bF tS 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. r�TK9,P�Nta1 l) .c'us�tZ 7E .see A#z-.y>✓S 4. The proposed development is designed to minimize traffic congestion. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. G �e J0 V^A 1- a� A i 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. - ._..._n.__._.... . _ ........ _ ............ -._..__.....__..__.....- CADocuments and Settings \derek.ferguson \Local Settings \Temporary Internet Files \01-K389 \Flexible Standard Development (FLS) 2006.doc Page 2 of 7 10 WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) ❑ Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) — Explain how each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) ❑ A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ❑ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ❑ At a minimum, the STORMWATER PLAN shall include the following; ; ❑ Existing topography extending 50 feet beyond all property lines; ❑ Proposed grading including finished floor elevations of all structures; ❑ All adjacent streets and municipal storm systems; ❑ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; ❑ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ❑ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; ❑ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ❑ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST. FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor %a *_ elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) ❑ SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; ❑ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) — please design around the existing trees; ❑ TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; ❑ LOCATION MAP OF THE PROPERTY; ,2S PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). I�t Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and 1� shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ❑ GRADING PLAN, as applicable; ❑ 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; CADocuments and Settings \derek.ferguson\Local Settings \Temporary Internet Files \01-K389TIexible Standard Development (FLS) 2006.doc Page 3 of 7 1!' 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; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights -of -way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; _ _ Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3- 201(D)(i) and Index #701 }; Location of all landscape material; Location of all onsite and offsite storm - water management facilities; Location of all outdoor lighting fixtures; and ___ Location of all existing and proposed sidewalks. ❑ SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: EXISTING REQUIRED PROPOSED _ Land area in square feet and acres; Number of EXISTING dwelling units; �� t Number of PROPOSED dwelling units; 4 _ Gross floor area devoted to each use; ,f _ 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 `no nonresidential uses. ❑ REDUCED COLOR SITE PLAN to scale (8% X 11); ❑ FOR DEVELOPMENTS OVER ONE ACRE; provide the following additional information on site plan: One -foot contours or spot elevations on site; 4 Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; I ` Lot lines and building lines (dimensioned); I Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; C: \Documents and Settings \derek.ferguson \Local Settings \Temporary Internet Files \OLK389 \Flexible Standard Development (FLS) 2006.doc Page 4 of 7 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) ❑ LANDSCAPE PLAN with the following information (not to exceed 24"x 36 "): _ All existing and proposed structures; 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; 1 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, inclu ng driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ❑ REDUCED COLOR LANDSCAPE PLAN to scale (8 % X 11); ❑ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23)) I , " ❑ BUILDING ELEVATION DRAWINGS - wit the following information: � S�-e p" I `/ �) q D All sides of all buildings; Dimensions; Colors (provide one full sized set of colored elevations); and((` Materials. El REDUCED BUILDING ELEVATIONS - same as above to scale on 8 Y. X 11 ` n C� c + J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) #/q /?s' A114 ❑ All EXISTING freestanding and attached signs; Provide photographs 4d dimensions (area, height, etc.), - indicate whether they will be removed or to remain. ❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ Reduced signage proposal (8 %X 11) (color), if submitting Comprehensive Sign Program application. C: \Documents and Settings \derek.ferguson \Local Settings \Temporary Internet Files \01-K389 \Flexible Standard Development (FLS) 2006.doc Page 5 of 7 K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) ❑ Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a " Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727- 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. ❑ Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post - development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. raffic Impact Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and /or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. ❑ Acknowledgement of fire flow calculations /water study requirements (Applicant must initial one of the f Ilowing): Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. If CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. Signature of pro erty o er or representative STATE OF FLORIDA, COUNTY OF PINELLAS Swor fO and subs fibed before me this O_ day of ��..:w�,� - --44-16 - -= and /or by taty!'4WISosi� dwh I _own has produced '" as identif _ p : 0MMSSi0 1'.: n My commission expires: C: \Documents and Settings\derek.ferguson \Local Settings \Temporary Internet Files \OLK389 \Flexible Standard Development (FLS) 2006.doc Page 6 of 7 R N. AFFIDAVIT TO AUTHORIZE AGENT: 1: Provide names of all property owners on deed — PRINT full names: t 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): 3. That this property constitutes the property for which a request for a: (describe request) 4. That the undersigneds%Rave) appointed and ( oe o) appoint: as415�heir) 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 necess y by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph a property described in this application; 7. That (I /we), the u d a ority, hereby certify that the foregoing is true and correct. roperty Owner — Property Owner - -�� Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this .1Z day of Q� personally appeared who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that a sign Notary ublic fate of Florida Mike Short My Commission DD628173 or n Expires 03/18/2011 Notary Sealstamp Notary Public Signature My Commission Expires:. g111 /Q ]p C: \Documents and SettingsWerek.ferguson \Local Settings \Temporary Internet Fi1es \0LK389 \F1exible Standard Development (FLS) 2006.doc Page 7 of 7 H f) w I M Bennett Residential 1Buifi ing Inc. 5480 Bayshore Drive Seminole, FL 33772 (727) 408 -4408 Fax: 391 -8398 Property Address: 837 Harbor Island Drive Clearwater, FL RE: Flexible Standard Application Attention: Sherry Watkins 727 - 562 -4582 Listed below are the responses to questions regarding rear setback. We are applying for the rear setback of property listed above to be changed from 10' to 5'. 1) By allowing a reduction in the setback the retaining wall of the pool will create depth and a pleasing rear elevation of the property. It will also create the opportunity for vegetation and landscaping in setback below the retaining wall. This will enhance the value of the property and those around it. 2) By allowing this reduction it will allow for a transition from the the retaining wall to the landscaping below to the seawall. This will create a better transition from the house to the pool to the seawall. This intention is to create the most pleasing view from the water. 3) By allowing the 5' reduction it allows for walking and sitting area at the east side of the pool and deck. This would not be possible without the reduction in the setback. This will create a more functional use of the space as well as a beautiful pool deck and rear elevation. 4) The scale %costs of this property will be visible in the properties landscaping & greenery The owner will put much time and money into providing a pleasing landscaping buffer on both sides of the property as well as a beautiful view from front and back of property. In closing, by allowing this setback reduction it creates better options for the aesthetics of the project as well as the value of this house and the houses around it. This reduction has no negative qualities attached to it. can only help the owner and those around it. 0 a Thank You, Jack Bennett • *I 0 • 0 0 0 0 0 0 A 49D J6' 0 11: a y astir ve as NdlSl 210B21dH Lf8 oar —'avm �e d01N0'Li 'i13LVMMd3l0 Ntl'Id 3`JVhLa C2iQ �P '�lSIQtl7i� '�iSIAtld mi ILM vote ilro NNO� WHO ONdISI N0821dH L£B U >! 0 �o o� U W � N � O d W 2 W U p O cn 3:w a Y W U W O I � 0 'a o °z mx < O N m X N � Z �jO O W� $ � wt i � � 5 i g i J i l 4$ 6 O a Cj 0 ) 8 � g y ai5• pb pBB N ■ E �• C � 6 � o � I J J G �a Eo W N 6�+ 43 r. a o o W W "tr oQ S ` e � Z Z e m tl LpJ •ppa V MA tl� t� �d o a �sl NJ j9p1�(P) X9.03 yc ']N] Notm imo imm 30N30IS38 NOSNHOf e z C at '" is 0 _«t o lia 919 e9 = U i ��.� R■ Mpe � �i�� W�< �w I Q�OJ I W� � N W D IUS 48' p RA D 84. 2 FE (p) m Q a @ 3 dd AR 512'10' Na1q,48' 5p &M) 4 SEA'NP�� j 9 tl p POOL + AD s e a 1 a 6A5 42 gg}}�k+ b a e O O� • •� ? lY �� a Y � fiG � d a 3 d � i? 1 vt �iO 00 N 11 : `N &0 4.44! Wp V.D tW� - 00 z -7 ( P) 79. 03 E &D_ 4.24 N.A V Jetski 2 14.1' • 8 ft. 8 In. .......... ................. Retaining Wall 45k ------------ - 4� 6.58 C! N e 43 ft. i' rn 10.33 6E ft 23 ft. 4 In. 10.67 37 ft. 1 In. tir All Required Railings By Others Customer: Andrew Johnsonw Builder: Jack nett PERMIT INFORMATION IDESIGN & PLANNING Address: 837 Harbor Island Dr Ph: 727- 408 -4408 P"ej, IS 45A ", / �LC�°0 Permit #: - By: Mike McAve Date: 10/20/07 Cityi zip: Clearwater / 33767 Super: 301 Burbank Road FL 34677 ,Oldsmar- State # : CPC035658 Dept: City of Clearwater POOL DESIGN Ref: 486- 104 - 954 -17301 Ph: (813) 855 -4040 / 727 -466 -9300 / Fax (813) 854 -1056 Legal: Lot 42 Block Size: 14' x 42' Depth: 3' to 6' Phone: Ph: http : / /www.freestylepoolandspa.com Sub: Island Estates of Clearwater Pebble X Marcite— Quartz— Other: _ Swimout X Hand Rail _ Ladder _ Bench 9: Sunshelf 'C Beach Access _ �y � Slide Dive Othe r: Deck ...& Retaining SPA DESIGN Ref: Size: As Per Plan Raised: Wall B Others _ _ a � - �! Jets 8 Steps X Fountain Handrail r�� ' ) Other: ----- --- - -- --- ,,� s WS", w - -- -- - -- - - - - ......................... - - - - - - - - _. o� of Sea Wa 1 3.29 W TILE aterline AND COPING Stone— Other: N I s — l �rK p - -- - - - Property E _._.. - - - .._.. _ - - - ._._.._. _.._. - - Bullnose Brick — Cap Tile — Trim Tile X ` _ Other: - "P V7 �� i NEW DECK Ref: B Others . a c By: FREESTYLE _ OTHERS X £� o co Pavers id Acrylic _ Stone — Plain Covered Collection 3 — _ � Mud p Decko -Drain X OverFized AW _ ' ��r� �� Tank Re ° u Cates on a sxttae ;A + stems a_nd benches Footer`i Retjain:r �X_ Other: TO STinty DECK Ref: B Others Underwater Bench e ...... FREESTYLE 6.58 Thfek Pavers _ Thin Pavers s Acrylic °1 Other: — rY — " PU P AND FILTER EQUIPMENT �-loOr Pop =U o ;' Filter: Hayward 6000 Cart DE X Sand Trough Detail Pebble Finish — g Main Pump: Hayward Super It HP 3 4' Depth Cleaner Aux. Pump: - HP Pool Decking o a 6' Depth �, 3' Depth Aux. Pump: Hp i Skimmer X Main Drain: Dual _ MDX X Coping FEEDER 1 POOL CLEANER Su_nshelf ;' �,o `�aoolLiant 43 ft. 9 in. !'ool t fight i •- ~- ... - -- - Canister Other. Ozone Feeder: Standard _ Salt X "f ! Navigator Other- 9 6" _____ _____________ ______________ _ +b- � PO-PI Light ' O . s ue ; Stub Only Stub wNalve — — � c /f HEATERS (Does Not Include Gas or Gas Hookup) LP NG . w:- 6" Min. 6" Min. �� Q e'.� i Gas Heater: 400,000 BTU /HR Pool `O `� Solar: ump: Hayward 116,000. Shell - ELECTRICAL Drain \tl /� Standard From Pre -Wire 1C Grates A� � Automation: Switch X Spa Side _K Pre -Wired _ Graviti, Feed Pike '? �aa Additional Work: Wired Aqua LINK w/ Digital Spa to Collection Tank 5 Side Remote Tiled Negative Q Edge Spa POOL / SPA LIGHTS 10.3 Pool: 100w 300w 4 Sam — Spa Light X Sal — D gital Spa Side 7 ft. 11 in. Other: Freest�ile to Form_8� R mote Location SCREEN No oc Pour 8c Tile Risers _ By: FREESTYLE OTHERS _ (Coping InStall._BV Others) Bronze _ White _ Doors _ Gutter_ Q "' V, °P Tearout: By Freestyle — By Owner — -� 10.67 0 CU ~ - q 17, < c EA q uiprrert o lec a ( ` I tt 03 a O Center au 0 -Y thers Between Cc,lumns U in. 8 ft. 7 N Z r. �� r- ` `�'•3 O off° O t1! s 7 ft. 8 in. .Y1' k ice', �:.is Iu H LLj M 0 ELEVATION SCALE 1/ J F- �aJ J� All Measurements Are From Waters Edge, + Or - 2 ", Unless 01 U Q .� 00 m if; O N 'FLOW THRU SPA NO SKIMMER SKIMMER REQUIRED ®° — TYPICAL GR. FOR # 3 FOR SPA WITH — SKIMMER REBAR, TOUT WITH INDEPENDENT # 8 CU TO PUIVIP FILTRATION SYSTEM 0 .6 OPTIONAL DECK W/ I %" PITCH IN 10' OPTIONAL 12V LIGHT �Ir- W/TRANS. %" BRASS RAIL OPTIONAL — OR PVC (SEE NOTES) NO LIMITATIONS TO SINGLE MAIN DRAIN SHAPE EXCEPT FOR O REQUIRE (TAMPER DIVING PROOF /SEE NOTES) \ / STEPS OPTIONAL —� TWIN -OUT OR LADDER ENTRY REQUIRED _ REQUIRED (GR/ 48 CU) (SEE NOTES) ~ > MAIN DRAIN REQUIRE WHERE DEPTH OVER CIRCULATION — 1 `O LINE (TAMPER PROOFiSEENOTES) _ Y DEEP (SEE NOTES) % > LIGHTING & BONDING SAME AS VENT POOL RAIL OPTIONAL — LINE ° > NO LIMITATIONS ON SHAPE GENERAL POOL PLAN GENERAL SPA PLAN /l, = F 4'•° I, T -9" Min. EXCEPT FOR SLOPING ENTRIES. 4' -0" Max. SEE NSPI 5 RE: HANDHOLDS • WATER LINE Lr EXCEPTION: ROPE AND FLOATS INSTALLED IF LESS THAN 4' -6" 7 Max . 1� 11.0* Max- 3 Max l� 8' Min. TO SLOPE CHANGE POOL SECTION DETAIL SB2836, 6 -20 -67 4"— I. FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG. BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE, AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH s. 680.26(c) OF THE NATIONAL ELECCRICAL CODE PAVERS OR FOOTING 4" DECK 2.500 OPTIONAL psi (Min.) CONC. DECK FINISH W /FIBER MESH PER CONTRACT I � (NON -SLIP) 8" POOL FINISH PER CONTRACT 8" X 8" FOOTING BEAM & "7" BAR -_ W /(2) 93 BARS OPTIONAL 3" OR(1) #5 BAR FINISH %" 6' . EXPOSED MARCITE OR 6" Min. WALL &FLOOR THICKNESS. 3,500 psi (MIN.) CONC. 93 BARS ON AGGREGATE 12" CENTERS EITHER WAY. TIE ALT. INTERSECTIONS 15" MIN. OVERLAP. 2" MIN.COVERAGE ON STEEL W /CONC. TO ASTM A15. A16. ASTM A30 -5 Structural subject to suitable soil conditions. POOL /SPA, DECK, BEAM, WALL, FLOOR /„ = r SAMPLE ONLY. EACH APPLICATION FOR PERMIT SHALL BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft POOL VOLUME 15,000 GALS. PUMP: PUREX WFE -3Y/ HP 40 GPM n 60' TURN OVER: 40 X 60 = 2400 15,000/2400 = 6.25 HOURS FILTER: PUREX TR60, 63 GPM CAPACITY MAIN DRAIN: PARAMOUNT MDX DEBRIS REMOVAL SYSTEM CLEANER: HAYWARD VAC LOC VENT SCREEN: HAYWAD SP 1026 IY2"40 GPM MAY REDUCE -TO 2" AFTERTEE 2" 40 GPM - -- PIPE SIZING CHART (MAXIMUN) PIPE SUCTION PRESSURE 1 %" 50 GPM 65 GPM 2" 83 105 2 % 119 147 3" 184 230 4" 317 396 GENERAL DESIGN REQUIREMENTS - DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF ANSI/NSP13, ANSIMSPI 4, ANSI/ NSPI 5, AND ANSI/NSPI 6 BASED ON THE POOL TYPE. -SEE NSPI FOR DIVING WATER ENVELOPES. - SLIDES SHALL MEET THE MANUFACTURE'S INSTALLATION REQUIREMENTS. - ENTRY/EXIT: REQUIRED AT THE SHALLOW END AND DEEP END IF OVER 5 FEET DEEP. ACCEPTABLE ARE STAIRS (10" MIN TREAD WITH 240 SQUARE INCH MIN. AREA, 12" MAX. RISER WITH INTERMEDIATE TREADS AND RISERS UNIFORM). LADDERS, UNDERWATER SEATS, AND SWIM OUTS (MAX. 20" BELOW WATER). - CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL COMPLY WITH NSF 50. -THE MAXIMUM TURNOVER RATE IS 12 HOURS. - FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAGE. -PUMPS 3 HP AND LESS SHALL MEET ANSI/1JL1081 CORROSION RESISTANT WITH STRAINER AND MEET THE REQUIRED FLOW. - SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA. - RETURN INLETS SHALL BE A MINIMUM OF ONE FOR EVERY 300 SQUARE FEET. - HEATER SHALL MEET ANSI- Z21.56 OR UL 1261 OR UL 559. - DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50. - PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER VENT LINE TO LINE OF MAIN DRAINS 1 GRADE 1 X"20 GPM —I �— 231" A, �. MAXIMUM DISTANCETO ATMOSPHERIC VENT TEE CONNECTION P-6" I y2"30 GPti( O 2" VENT LINE VENT DETAIL 2 POOL EQUIPMENT RESIDENCE SPECIAL SPA REQUIREMENTS: - MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH 28 ", MAX. -FLOOR SLOPE 1: 12 - STEPS: MIN. TREAD 10" X 12 ", 7" MIN. RISER,12" MAX. RISER EXCEPT THE BOTTOM STEP MAY BE 14" IF IT IS THE SEAT. INTERMEDIATE TREADS AND RISERS TO BE UNIFORM. IF THE SPA IS OPERATED INTERMITTENTLY IT SHALL HAVE A ONE HOUR TURNOVER, IF CONTINUOUS A SIX HOUR TURNOVER - MAXIMUM TEMPERATURE 104 DEGREES. -MEET ANSUNSPI ARTICLE XVIf, SAFETY INSTRUCTION /SAFETY SIGNS. - PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. ELECTRICAL REQUIREMENTS: - WIRING AND BONDING AND ALL ELECTRICAL TO COMPLY WITH CHAPTER 27, FLORIDA BUILDING CODE FBC2004 2005 NEC. -NO OUTLET OR OVERHEAD POWER WITHIN 10' IF WITHIN I T PROTECT BY GFI, TRANSFORMER MIN. 10' FROM POOL, 8" ABOVE WATER, J BOX 4' FROM POOL, BRASS TO J BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC-[S APPROVED. _ r ` FLORIDA BUILDING CODE R4101 THE POOL CONTRACTOR IS RESPONSIBQE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDING PLUMBING, ELECTRICAL AND GAS. PIPING SHALL BE SCH. 40 PVC, NSFpw, MAX. PRESSURE VELOCITY 10 FPS, SUCTION 6 TO 8 FPS. THE POOL PLAN SHALL SHOW THE DESIGN PLUMBING AS PER THE SAMPLE WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' WITH APPROVED ANSI /ASME A 112.19.8M COVERS. AS AN ALTERNATE THE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES. THE TWO DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF I Y2 FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE SIZE. IN ADDITION A SAFETY VACUUM RELEASE SYSTEM MUST BE INSTALLED. THIS MAY CONSIST OF AN AIR RELEASE SYSTEM. THE VENT PIPE SHALL BE TIED TO THE MAIN DRAIN LINES, SIZED THE SAME AS THE MAIN DRAIN SUCTION LINE AND BROUGHT BACK TO THE FILTER LOCATION, ELBOWED UP AND OVER WITH A GRATE FOR PROTECTION AND LABELED "SAFETY VENT" SKIMMERS DO NOT REQUIRE PROTECTION AND MUST BE DESIGNED FOR A MINIMUM 25 gpm. THE FOLLOWING SHALL BE LABELED WITH LABEL MARKER TAPE AT THE FILTER LOCATION: PIPES, VALVES, "SAFETY VENT" OR "SAFETY DEVICE ", P[JMP(S) OFF SWITCH. IT HAS BEEN CERTIFIED THAT THESE DESIGN REQUIREMENTS ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE R4101,424.2-2004, ANSVNSPI 3, ANSIMSPI 4, ANSI/NSPf 5, AND ANSUNSPI 6. 17ji 0 1 a o� 00 Q0 00 Q0 a .� N s ml \ A 1 U0 07 U0 v+.J _ __ -... z 00 Q0 00 Q0 a .� N s ml \ A FREESTYLE P00'L5 y �c .& SPAS, INC.- i�. i� i� A U0 U0 v+.J r� 0 U0 FREESTYLE P00'L5 y �c .& SPAS, INC.- i�. i� i� A AR I•STI CsONCEPT 0 • L4 ,-� IV Property Appraiser General Inf ation: 05/29/15/43456/073 /0420 Card 0 Page 1 of 2 Interactive Map of this Back to Query New Tax Collector Question/Comment about this parcel Results Search Information page 05/29/15/43456/073 /0420�;� Data Current as of November 29, 2007 [2:14 pm Thursday November 29] Vacant Property Owner, Address, and Sales Print Property Use: 290 r ISLAND EST OF CLEARWATER UNITS 61), 7A, 7C UNIT 7C, LOT 42 2007 Exemptions Homestead: No Use: 0% Ownership: 0% Tax Exempt: 0% Government: No Institutional: No Agricultural: $0 Historic: $0 2007 Value 2007 Tax Information Comparable Sales value based on sales from Tax District: CW 2005-2006:$1,137,900 Millage: 19.9371 Just/Market Value: $966,900 Non Ad Valorem Assessments: $.00 Assessed Value/ SOH Cap: $966,900 Taxes: $19,277.20 History Taxable Value: $966,900 Taxes without Save -Our -Homes cap: $19,277.20 A significant taxable value increase may Taxes without any exemptions: $19,277.20 occur when sold. Click here for details. Ow Property Address Sale Date Book/Page Price Q/U V/1 Ares -- 3/2007 15706/1058 $600,000 Q V OPAL TRUST 5/2003 12758/2404 $985,000 Q I C/O IC SERVICES LTD THE 2/1998 10004/239 $465,000 Q I FLORASTRASSE 9/1994 8786/2396 $342,000 U I ZURICH CH8 034 SWITZERLAND 00003 Plat Year Plat Book/Page(s) e Information 1968 064/ 001 - 002 Book/Page: Land Use: Vacant 15706/1058 Residential (00) Census Tract: Evacuation Zone: A 260.01 Land Information Seawall: Frontage: Bay View: Land Use Land Size Unit Value Units Method Vacant Residential(00) 82 x 140 10,400.00 81.76 F http: / /www.pcpao.org/general _ vadet.php ?pn= 1529054345607304200 11/29/2007 Property Appraiser General Information: 05/29/15/43456/073 /0420 Card 0 Page 2 of 2 Vacant Extra Features Description Dimensions Value/Unit Units Total NewValue Depreciated Value Year No Extra Features on Record �adius (feet): 462 enals: 0 None ® 2000 ransparency: 0.5 Update Map If you do not see an aerial photo the SVG viewer has not been installed. Click here for information and installation. How to copy and paste a static map using Internet Explorer: Right -click on the map; Select "Copy SVG''; Open a Word document; Select "Paste Special" from Edit menu on toolbar; Select Bitmap, then OK How to copy and paste a static map using Mozilla Firefox: Right -click on the map; Select "This Frame "; Select "Open rame in New Window "; Print from the new window. Interactive Map of this Back to Query New Tax Collector ap rcel Results Search Information Question/Comment about this pMe hup:// www: pcpao.org/general_vadet.vhv ?pn= 1529054345607304200 11/29/2007 Si�,p►t� t Line Items: Case No Receipt #: 1200800000000001681 Date: 02/26/2008 Tran Code Description Revenue Account No 2/26/2008 3:09:32PM Amount Paid FLS2008 -02005 01 Flex Std - Residential Accessory 001000000341262000 100.00 Line Item Total: $100.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check BENNETT RESIDENTIAL BLDG R_D 2908 In Person 100. AND REM INC Payment Total: $100.00 THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. Page 1 of 1 cReceipt.rpt r PLANNING DEPARTMENT April 17, 2008 Opal Trust C/O Icat Services Ltd. Tre Florastrasse Zurich CH8 034 Switzerland 00003 0 0 CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL. SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAX (727) 562 -4865 Jack Bennett Bennett Residential Building & Remodeling, Inc. 5480 Bayshore Dr. Seminole, FL 33712 RE: Development Order regarding case FLS2008 -02005 at 837 Harbor Island Drive To Whom It May Concern: This letter constitutes a Development Order pursuant to Section 4 -202.E of the Community Development Code. On April 4, 2008 the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to allow reduction in rear setback from 10 feet to 5 feet for pool deck and retaining wall. The DRC recommended approval of the application with the following bases and condition: Bases for Approval: 1. The proposal complies with Detached Dwellings criteria under the provisions of Section 2- 203.C; 2. The plan complies with General Applicability Criteria under the provisions of Section 3 -913; and 3. The proposed development is compatible with the surrounding area. Condition for Approval: That the pool deck and spa not exceed 12 inches above existing grade I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above condition. The approval is based on and must adhere to the application dated received February 26, 2008 and the revised site plan dated received April 17, 2008. "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" • April 17, 2008 FLS2008- 202005 - Page 2 Pursuant to Section 4 -303, an application for a building permit shall be made within one year of Flexible Standard Development approval (April 17, 2008). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Neil Thompson, Development Review Manager, at 727 -562 -4557. You can access zoning for parcels within the City through our website: www.myclearwater.com. Sincerely, v Michael Delk, AICP Planning Director S: Planning Department) C D BTlex Standard (TLS) (Pending CasesU - Up for the Next DRCIHarbor Island 837 (LMDR_IEOD)- 04 -03 -08 DRC NCTIFLS2008 -02005 DEVELOPMENT ORDER.DOC • Thompson, Neil From: Wells, Wayne Sent: Thursday, April 03, 2008 819 AM To: Thompson, Neil Subject: FW: DRC Action Agenda 1.146.pdf April 3,2008 Importance: I High • Need to add this in to Permit Plan for the Harbor Master for this morning's DRC meeting. - - - -- Original Message---- - From: Morris, William D. Sent: Thursday, April 03, 2008 8:08 AM To: Kurleman, Scott; Watkins, Sherry Cc: Wells, Wayne Subject: FW: DRC Action Agenda 1.146.pdf April 3,2008 Importance: High Scott/Wayne, I got called away last night to a 9:30 meeting in Rod Irwin's office and I had one comment on the 9:00 AM case FLS 2008 -02005 837 Harbor Island. - the proposed dock is looks to be in a location that has the dock structure right up to the extended property line. While it says "Proposed" on the diagram 1 have I would not them to think they could build the dock in that manner. Unless environmental conditions dictate otherwise the dock would have to be in the center third of the property, not exceed 499 square feet and the tie poles for any slip would have to be within one foot of the extended property line. I just wanted to call attention to it even though it says "proposed ". Thanks, Bill M - - - -- Original Message---- - From: Watkins, Sherry Sent: Thursday, April 03, 2008 7:57 AM To: Buzzell, William; Chase, Susan; Dougall- Sides, Leslie; DRC Members; Gluski, Roberta; Hollander, Gwen; Hufford, Diane; James Miller; Josuns, Sarah; Lutz, Deb; Patni, Himanshu; Reid, Debbie; Rickard, Leonard; Shell, Heather C.; US Post Office (E- mail); Vo, Phuong; Yellin, Catherine Subject: DRC Action Agenda 1.146.pdf April 3,2008 3 RC Action Agenda 1.146. pdf Good Morning, Attached is a copy of the DRC Agenda for April 3, 2008. 1 will provide copies for you at the DRC meeting. Thank you, Sherry Watkins Administrative Analyst Planning Deportment 727 -562 -4582 • 0 Conditions Associated With FLS2008 -02005 837 HARBOR ISLAND Engineering Condition Roberta Gluski 562 -4753 03/19/2008 No Issues. Not Met Environmental Condition Sarah Josuns 562 -4897 03/21/2008 No issues. Not Met Fire Condition Leonard Rickard 562 -4327 x3078 03/20/2008 No Issues. Not Met Harbor Master Condition Neil Thompson 562 -4557 04/03/2008 - the proposed dock is looks to be in a location that has the dock structure right up to the Met extended property line. While it says "Proposed" on the diagram I have I would not them to think they could build the dock in that manner. Unless environmental conditions dictate otherwise the dock would have to be in the center third of the property, not exceed 499 square feet and the tie poles for any slip would have to be within one foot of the extended property line. I just wanted to call attention to it even though it says "proposed ". Legal Condition Molly Molter 562- 4567xt2563 03/11/2008 No Issues Not Met Land Resource Condition Rick Albee 727 - 562 -4741 03/24/2008 No Issues. Not Met Parks & Recs Condition Debbie Reid 562 -4818 03/21/2008 No issues - reduction in setback. Not Met Storm Water Condition Phuong Vo 562 -4752 03/20/2008 The following shall be addressed prior to the issuance of a Certificate of Occupancy: Not Met 1. It appears that the invert elevations of two side swales are lower than the top of seawall elevation. Inlets and piping may be required to route runoff through seawall. A building permit plan revision shall be submitted for review by Stormwater resolving this problem. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application Traffic Eng Condition Bennett Elbo 562 -4775 03/17/2008 No Issues. Not Met Zoning Condition Molly Molter 562- 4567xt2563 03/04/2008 3/6/08 Met Inground pool and spa has already been reviewed and issued a building permit placard (see BCP2007 -12040 for pool elevation). Jack Bennett, agent, said that the retaining wall and new. deck will match the existing grade of the inground pool. Print Date: 04/03/2008 Page 1 of 2 CaseConditons • • Conditions Associated With FLS2008 -02005 837 HARBOR ISLAND Engineering Condition . Roberta Gluski 562 -4753 03/19/2008 No Issues. Not Met Environmental Condition Sarah Josuns 562 -4897 03/21/2008 No issues. Not Met Fire Condition Leonard Rickard 562 -4327 x3078 03/20/2008 No Issues. Not Met Harbor Master Condition Neil Thompson 562 -4557 04/03/2008 - the proposed dock is looks to. be in a location that has the dock structure right up to the Met extended property line. While it says "Proposed" on the diagram I have I would not them to think they could build the dock in that manner. Unless environmental conditions dictate otherwise the dock would have to be in the center third of the property, not exceed 499 square feet and the tie poles for any slip would have to be within one foot of the extended property line. I just wanted to call attention to it even though it says "proposed ". Legal Condition Molly Molter 562- 4567xt2563 03/11/2008 No Issues Not Met Land Resource Condition Rick Albee 727- 562 -4741 03/24/2008 No Issues. Not Met Parks & Recs Condition Debbie Reid 562 -4818 03/21/2008 No issues - reduction in setback. Not Met Storm Water Condition Phuong Vo 562 -4752 03/20/2008 The following shall be addressed prior to the issuance of a Certificate of Occupancy: Not Met 1. It appears that the invert elevations of two side swales are lower than the top of seawall elevation. Inlets and piping may be required to route runoff through seawall. A building permit plan revision shall be submitted for review by Stormwater resolving this problem. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application Traffic Eng Condition Bennett Elbo 562 -4775 03/17/2008 No Issues. Not Met Zoning Condition Molly Molter 562- 4567xt2563 03/04/2008 3/6/08 Met Inground pool and spa has already been reviewed and issued a building permit placard (see BCP2007 -12040 for pool elevation). Jack Bennett, agent, said that the retaining wall and new deck will match the existing grade of the inground pool. Print Date: 04/03/2008 Page 1 of 2 CaseConditons • FLS2008 -02005 837 HARBOR ISLAND • Zoning Condition Molly Molter 562- 4567xt2563 3/4/08 Provide an elevation to scale showing the height of the retaining wall, deck, and pool as measured from the existing average grade. If the retaining wall, deck, and pool are greater than 12 inches above grade, then they are considered a principle structure. The description of the request will need to change to a rear setback reduction from 25 feet to 5 feet instead of from 10 feet to 5 feet. Print Date: 04/03/2008 Page 2 of 2 CaseConditons C7 FLS2008 -02005 837 HARBOR ISLAND • Zoning Condition Molly Molter 562- 4567xt2563 3/4/08 Provide an elevation to scale showing the height of the retaining wall, deck, and pool as measured from the existing average grade. If the retaining wall, deck, and pool are greater than 12 inches above grade, then they are considered a principle structure. The description of the request will need to change to a rear setback reduction from 25 feet to 5 feet instead of from 10 feet to 5 feet. Print Date: 04/03/2008 Page 2 of 2 CaseConditons 0 0 FLS2008 -02005 837 HARBOR ISLAND Zoning Condition Molly Molter 562- 4567xt2563 3/4/08 Provide an elevation to scale showing the height of the retaining wall, deck, and pool as measured from the existing average grade. If the retaining wall, deck, and pool are greater than 12 inches above grade, then they are considered a principle structure. The description of the request will need to change to a rear setback reduction from 25 feet to 5 feet instead of from 10 feet to 5 feet. Print Date: 04/03/2008 Page 2 of 2 CaseConditons r • FAX. COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2n .Floor. CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: /Cl �n /7e7`f FAX: ?�7- 3,? Phone: O FROM:, Phone: DATE: `/ It SUBJECT: 7Ls MESSAGE: LLt C / I P e Til NUMBER OF PAGES(INCLUDING THIS PAGE 0 Conditions Associated With FLS2008 -02005 837 HARBOR ISLAND Nil V Engineering Condition Roberta Gluski 562 -4753 03/19/2008 No Issues. Environmental Condition Sarah Josuns 562 -4897 03/21/2008 No issues. Fire Condition Leonard Rickard 562- 4327x3078 03/20/2008 No Issues. —a Legal Condition Molly Molter 562- 4567xt2563 03/11/2008 No Issues Land Resource Condition Rick Albee 727 - 562 -4741 03/24/2008 No Issues. Parks & Rees Condition Debbie Reid 562 -4818 03/21/2008 No issues - reduction in setback. — Not-Me-Storm Water Condition Phuong Vo 562 -4752 03/20/2008 The following shall be addressed prior to the issuance of a Certificate of Occupancy: +4eH tet 1. It appears that the invert elevations of two side swales are lower than the top of seawall elevation. Inlets and piping may be required to route runoff through seawall. A building permit plan revision shall be submitted for review by Stormwater resolving this problem. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application Traffic Eng Condition Bennett Elbo 562 -4775 03/17/2008 No Issues. -Not-Met- Print Date: 04/01/2008 Page 1 of 1 CaseConditons o r r CITY OF CLEARWATER l ttat� PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 WWW.MYCLEARWATER.COM March 13, 2008 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 837 HARBOR ISLAND (FLS2008- 02005) To Surrounding Property Owners: As a property owner within 500 feet of 837 HARBOR ISLAND, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to permit a retaining wall and deck at an existing detached dwelling in the Low Medium Density Residential / Island Estates Neighborhood Conservation Overlay District (LMDR/ IENCOD) with a reduction to the rear (east) setback from ten feet to five feet (to proposed deck and retaining wall) under the provisions of Section 2- 1602.E. 1.c. . On April 03, 2008, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, 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 April 03, 2008. The City encourages you to participate in the review of this application. You may contact me at 562 -4557 or 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 April 03, 2008. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, IJ Neil Thompson Development Review Manager Letter of Notification - FLS2008 -02005 - 837 HARBOR ISLAND CITY OF CLEARWATER IF--;!g PLANNING DEPARmNT 'POST OITICE Box 4748 CLEARWATER, FLORIDA 337584748 040 .... . . .. .... 016H26504602 uj W i $.00-31 03/18/2008 it Mailed, From -3jV34 IL ME US POSTAGE SHEPPARD, PATRICK 200 BRIGHTWATER DR # 1 CLEARWATER FL 33767 - 2452 RE70RN TO SUNDER NOT DELIVERADLE AS ADDRESSED .UNADLE TO FORWARD MC:. 33758474949 *6901-01.419-19-03 337 S4"fr* b. o CITY OF CLEARWATER 9x. arwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W . MYC LEAR WATER. C OM March 10, 2008 Opal Trust VIA FAX: No Fax CIO Icat Services Ltd Tre Florastrasse Zurich Ch8 034, 00003 RE: FLS2008 -02005 -- 837 HARBOR ISLAND -- Letter of Completeness Dear Opal Trust: The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2008- 02005. 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 April 03, 2008, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. 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. If you have any questions, please do not hesitate to contact me at 562- -4557 or. Sincerely yours, z4 � Neil Thompson Development Review Manager Letter of Completeness - FLS2008 -02005 - 837 HARBOR ISLAND 100 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W. MYCLEARWATER. C OM March 5, 2008 Opal Trust VIA FAX: 391 -8398 C/O Icat Services Ltd Tre Florastrasse Zurich Ch8 034, 00003 RE: FLS2008 -02005 -- 837 HARBOR ISLAND -- Letter of Incompleteness Dear Opal Trust: The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2008- 02005. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments: 1. Provide an elevation to scale showing the height of the retaining wall, deck, and pool as measured from the existing average grade. If the retaining wall, deck, and pool are greater than 12 inches above grade, then they are considered a principle structure. The description of the request will need to change to a rear setback reduction from 25 feet to 5 feet instead of from 10 feet to 5 feet. Section 4 -202 of the Community Development Code states that if an application is deemed incomplete, staff shall specify the deficiencies of the application. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by Wednesday, March 12, 2008. If you have any questions, please do not hesitate to contact me at 562 -4557 or neil.thompson @myclearwater.com. Sincerely yours, Neil Thompson Development Review Manager LL A I Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND -FLOOR CLEARWATER, FL 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4865 TO: Jack Bennett DATE: 3 -5 -08 FAX: 391 -8398 TELEPHONE: FROM: Molly Molter . TELEPHONE: (727)562-4567x2563 EMAIL: molly.molter @myclearwater.com SUBJECT: Incomplete Letter for FLS2008 -02005 MESSAGE: Please call or email me if you have any questions. NUMBER OF SHEETS (INCLUDING THIS PAGE): 2 G Urg F 11 • LL a CITY OF CLEARWATER arwater PLANNING DEPARTMENT ...w MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W . MYCLEARWATER. C OM March 13, 2008 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 837 HARBOR ISLAND (FLS2008- 02005) To Surrounding Property Owners: As a property owner within 500 feet of 837 HARBOR ISLAND, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to permit a retaining wall and deck at an existing detached dwelling in the Low Medium Density Residential / Island Estates Neighborhood Conservation Overlay District (LMDR/ IENCOD) with a reduction to the rear (east) setback from ten feet to five feet (to proposed deck and retaining wall) under the provisions of Section 2- 1602.E.1.c. . On April 03, 2008, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. ' Following that review and determiniation, 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 April 03, 2008. The City encourages you to participate in the review of this application. You may contact me at 562 -4557 or 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 April 03, 2008. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, 9�� 46� Neil Thompson Development Review Manager Letter of Notification - FLS2008 702005 - 837 HARBOR ISLAND REFFIE, DEBORAH A REFFIE, JAMES A 787 HARBOR ISL CLEARWATER FL 33767 - 1805 TRUST NO 813 PO BOX 186 LAKE WALES FL 33859 - NADER, RICHARD J NADER, LYDIA B 831 HARBOR ISL CLEARWATER FL 33767 - 1807 HUNT, PETER J 849 HARBOR IS CLEARWATER FL 33767 - 1807 GAGNE, RUDY L GAGNE, LORRAINE G 867 HARBOR IS CLEARWATER FL 33767 - 1807 COLE, ILENE S THE 975 NORTH AVE DEERFIELD IL 60015 - 2203 SHEPPARD, PATRICK 200 BRIGHTWATER DR # 1 CLEARWATER FL 33767 - 2452 AMORT, DONALD C 712 E CRABTREE DR ARLINGTON HTS IL 60004 - 2620 BRUGGENTHIES, GUNTHER O BRUGGENTHIES, JUDITH L 818 HARBOR IS CLEARWATER FL 33767 - 1806 40MATSIS, NICHOLAS 801 HARBOR ISL CLEARWATER FL 33767 - 1807 HESS, DONALD HESS, PAULINE 819 HARBOR ISL CLEARWATER FL 33767 - 1807 OPAL TRUST FLORASTRASSE ZURICH CH8 034 00000 - SWITZERLAND FLYNN, THOMAS F FLYNN, JUDY L 855 HARBOR ISL CLEARWATER FL 33767 - 1807 FAIRCHILD, ROSALIE B 873 HARBOR ISL CLEARWATER FL 33767 - 1807 JEVTIC, MIHAILO M THE 866 HARBOR IS CLEARWATER FL 33767 - 1806 THOMPSON, JAMES B THOMPSON, ANITA C 848 HARBOR IS CLEARWATER FL 33767 - 1806 BENNETT, FREDERICK J BENNETT, CAROLINE A 830 HARBOR ISL CLEARWATER FL 33767 - 1806 MAYNARD, DAVID C MAYNARD, SUSAN M 812 HARBOR ISL CLEARWATER FL 33767 - 1806 *ARMANIOUS, SAMIR ARMANIOUS, MARIE 807 HARBOR ISL CLEARWATER FL 33767 - 1807 DILL, GILDA N 825 HARBOR ISL CLEARWATER FL 33767 - 1807 MC GRATH, REDIA T MC GRATH, MICHAEL F 843 HARBOR ISL CLEARWATER FL 33767 - 1807 OLIPRA, KENNETH A OLIPRA, PAMELA A 861 HARBOR ISL CLEARWATER FL 33767 - 1807 ZAK, PAUL J 879 HARBOR ISL CLEARWATER FL 33767 - 1807 ABBO,ARTHUR ABBO, JEANNE 860 HARBOR IS CLEARWATER FL 33767 - 1806 WOLFE, GEORGE C THE WOLFE, SHIRLEY M THE 842 HARBOR IS CLEARWATER FL 33767 - 1806 TAYLOR, WILLIAM N TAYLOR, SHEILA R 824 HARBOR IS CLEARWATER FL 33767 - 1806 MILLER, RONALD L MILLER, NANCY A 960 RIVERSIDE RIDGE RD TARPON SPRINGS FL 34688 - 8800 TATAROW, KEN CLEARWATER NEIGHBORHOODS 800 HARBOR IS COALITION FLS2008 -02005 CLEARWATER FL 33767 - 1806 P O BOX 8204 Molly Molter CLEARWATER, FL 33758 President Joe Evich NOTE: 1. ROOF DRAINS ARE TO BE 4" SDR -35 P.V.C. WITH END SECTION MITERED TO SLOPE AND 12" X12" X 6" DEEP #57 ROCK EROSION PROTECTION. 2. SWALE WIDTH TO BE AS NOTED, MIN. 6" DEEP, SODDED. C�� So 0' �V, 0 6 0 5 B" �6 42 ''E ° �p SCR N 06 w LB #�60 �6 °40 6.50 .J 5.5 ---A SO DD ED SWALE (TYP.) EP DO U uo 1" METER /BFPD ASSEMBLY --- CONNECTED TO 4" CITY MAIN 1" G. V. r0 O 0 B9'O 7.50 E FLARE �� 1 "1" WATER SERVICE w 4" P.V.C. F 0 C 14.5 -f- �► s tt 1 01 5.7 7.46 .. r G 4.28 4.44 cpt z CPA 1' v 2 O 0) o� -� J- )3 O (Jo n oj NT 2% GARA 5.15 5.25 f 0 1 10.58 O 7.24 n Ik N 0 z .� PAM 10.67 O n L � O �11 PALM 7.24 95 " PALM ' !z 1 7.14 � � 1 4 �� C.O. O C 0 � O O 0 O CONST. 27 L.F. 4" 1 C r SDR -35 P.V.C. J 2 Z @ 1 /4 " /FT. MIN. SLOPE CONNECT TO �l CITY LATERAL J 1.1 / 14.8 4.6 FIR 3/B 5' SWALE L6#6225 uo c9 O O� C o FOE 1 N 1 ZOp III VA - DRAIN p \tK O Q (O SPA 10.67 O DECK 13 S4 9p£ pER F ® 1/4 �• SWALE TO "DAYLIGHT" 1 AT SEAWALL (TYP.) ° 1 BRILL N0UE o� W ALA IN SE A 4.5 �1 3' WALE 'l�. 4, CLF � 3.3 W 1 � 1 DECK 1 1 o � POOL N z1 5.00, GPpSEp ppC PR � OR RETAINING WALL CLEARWATERH (DESIGN BY OTHERS) 1 1 �J� �O 1 10.50 10 0 DECK 1 8" PA L PALM I PFDS 6.0 _ 5>> PA 4.2 _ J 5 1 " PALM w 5.4 (� 4'W H.P. c 4" P.V.C. `�. 5' WIDE, 6" DEEP SODDED SWALE c 4" P.V.C. '- , O 00 P BcM� �. 140. '�W CMS � 8 °53 50 S� S-7 , >> W go56 34 S PR�P�SED D��K Q 4.75 PROPOSED ELEVATION Phone: 727 - 368 -0491 Fax: 727 - 368 -0589 Z Q (-n C � O 1 10 0 DECK 1 8" PA L PALM I PFDS 6.0 _ 5>> PA 4.2 _ J 5 1 " PALM w 5.4 (� 4'W H.P. c 4" P.V.C. `�. 5' WIDE, 6" DEEP SODDED SWALE c 4" P.V.C. '- , O 00 P BcM� �. 140. '�W CMS � 8 °53 50 S� S-7 , >> W go56 34 S PR�P�SED D��K FNS N A W P'Lu IN SE SITE AREA BUILDING AREA DRIVES, WALKS AND POOL FLOOR AREA RATIO (FAR) 11,453 S.F. 4,389 S.F. (FIRST FLOOR GROSS) 3,087 S.F. RESIDENTIAL NOT RESTRICTED IMPERVIOUS SURFACE RATIO (ISR) 1st FLOOR BLDG AREA + DRIVES, PATIOS, WALKS AND POOL / SITE AREA 4389 + 3087 / 11453 = 65% WIM310 40 uIo 1N3W1Wd3Q OMt`'I OQOZ :', Z M 3A0303 LEGAL DESCRIPTION A BOUNDARY SURVEY OF LOT 42, ACCORDING TO THE PLAT OF UNITS 6D, 7A, 7C ISLAND ESTATES OF CLEARWATER, AS RECORDED IN PLAT BOOK 64, PAGES 1 & 2 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. OWNER: BLUE WAVE INVESTMENTS, INC. ARCHITECT: C/O AURORA LTD. ANDREW JOHNSON ENGINEER: WEST COAST DESIGN INC. 10681 GULF BLVD. SUITE 205 TREASURE ISLAND, FL 33706 (727) 368 -0491 RETENTION: WAYNE DAMS, ARCHITECT 1000 EDEN ISLE DR. N.E. ST. PETERSBURG, FL (727) 822 -4444 SURVEYOR: J.C. BRENDLA & ASSOC., INC. 4015 82ND AVE. N. PINELLAS PARK, FL 33781 (727) 576 -7546 FLOOD ZONE: AE (EL. 11') COMMUNITY PANEL #125096 12103CO102 G, (9/3/03). PROJECT DATA C1 PAVING, GRADING, & DRAINAGE PLAN C2 CROSS SECTION & DETAILS od N 0 L- 01 Q 4.75 PROPOSED ELEVATION Phone: 727 - 368 -0491 Fax: 727 - 368 -0589 Z Q (-n C -A � co �n N N O CA OJ �J N O �) . • C) -� O Q �Z _ W >3.3 SEE POOL DESIGN PLAN POOL DESIGN NOTE: FOR POOL LAYOUT & DIMENSIONS (BY OTHERS) FNS N A W P'Lu IN SE SITE AREA BUILDING AREA DRIVES, WALKS AND POOL FLOOR AREA RATIO (FAR) 11,453 S.F. 4,389 S.F. (FIRST FLOOR GROSS) 3,087 S.F. RESIDENTIAL NOT RESTRICTED IMPERVIOUS SURFACE RATIO (ISR) 1st FLOOR BLDG AREA + DRIVES, PATIOS, WALKS AND POOL / SITE AREA 4389 + 3087 / 11453 = 65% WIM310 40 uIo 1N3W1Wd3Q OMt`'I OQOZ :', Z M 3A0303 LEGAL DESCRIPTION A BOUNDARY SURVEY OF LOT 42, ACCORDING TO THE PLAT OF UNITS 6D, 7A, 7C ISLAND ESTATES OF CLEARWATER, AS RECORDED IN PLAT BOOK 64, PAGES 1 & 2 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. OWNER: BLUE WAVE INVESTMENTS, INC. ARCHITECT: C/O AURORA LTD. ANDREW JOHNSON ENGINEER: WEST COAST DESIGN INC. 10681 GULF BLVD. SUITE 205 TREASURE ISLAND, FL 33706 (727) 368 -0491 RETENTION: WAYNE DAMS, ARCHITECT 1000 EDEN ISLE DR. N.E. ST. PETERSBURG, FL (727) 822 -4444 SURVEYOR: J.C. BRENDLA & ASSOC., INC. 4015 82ND AVE. N. PINELLAS PARK, FL 33781 (727) 576 -7546 FLOOD ZONE: AE (EL. 11') COMMUNITY PANEL #125096 12103CO102 G, (9/3/03). PROJECT DATA C1 PAVING, GRADING, & DRAINAGE PLAN C2 CROSS SECTION & DETAILS od N 0 L- 01 Z 1.4 W I� W Z H ry p A Q V m H Q 1-i = A � W 00 z H n� W Z oo 04 z HMO N N LL- 00 w (o M J Q N mV)r, a J - ,-- O (D ?o V) Ewa W 0� �- Q 4.75 PROPOSED ELEVATION Phone: 727 - 368 -0491 Fax: 727 - 368 -0589 w Q Q co O =W DRAWING INDEX �) . • O Q �Z _ W 2" PVC K/1 EXISTINO KIATER LINE 0 POOL DESIGN NOTE: J i) w Ljj Z 1.4 W I� W Z H ry p A Q V m H Q 1-i = A � W 00 z H n� W Z oo 04 z HMO N N LL- 00 w (o M J Q N mV)r, a J - ,-- O (D ?o V) Ewa W 0� �- a .� La _a i; r� L 4.75 PROPOSED ELEVATION Phone: 727 - 368 -0491 Fax: 727 - 368 -0589 w Q Q O =W DRAWING INDEX Q W 2" PVC K/1 EXISTINO KIATER LINE 0 POOL DESIGN NOTE: 1 Ljj 1. POOL DEPICTED IS SCHEMATIC. 1 0 z 0 I� U Q L- 2. POOL DESIGN, ENGINEERING AND PERMITS BY OTHERS. NO (n - 3. POOL DECK AND FENCE ARE TO MEET ALL APPLICABLE SAFETY STANDARDS OF F.S. 424. CIVIL /SITE DESIGN /ENGINEERING CONSULTANTS W m 00 W -SILT FENCE CERTIFICATE OF AUTHORIZATION NO. 25983 4. MIN. CLEAR DECK WIDTH IS 4' LEGEND WEST COAST DESIGN, INC. z o Q 5. SLOPE DECK 2% MIN. 4% MAX. AWAY FROM POOL 5 O m 03 04/03/08 6. PROVIDE CONTINUOUS 42" H. FENCE WITH ALARM, KEY LOCK OR SELF LOCKING DOORS /GATES EXISANO ELEVATION 10681 Gulf Blvd., Ste. 205, Treasure Island, FL (n Z m m a .� La _a i; r� L 4.75 PROPOSED ELEVATION Phone: 727 - 368 -0491 Fax: 727 - 368 -0589 = Q Q O =W 2" PVC K/1 EXISTINO KIATER LINE 1 1 1 l 1 I� U PROPOSED WATER LINE NO PROPOSED SEWER LINE CIVIL /SITE DESIGN /ENGINEERING CONSULTANTS 00 -SILT FENCE CERTIFICATE OF AUTHORIZATION NO. 25983 REV. 01 05/01/07 REV. 02 02/3/08 TITLE: P, G, & D PLAN WEST COAST DESIGN INC. JOHNSON RESIDENCE 03 04/03/08 JOB #: 07 -020 10681 GULF BLVD. SUITE 205 837 HARBOR ISLAND DRIVE Zoning Approved CITY OF CLEARWATER c 1 DATE: 04 -23 -07 TREASURE ISLAND, FL. 33706 CLEARWATER, FLORIDA PLANN G DEPT. PHONE (727) 368 -0491 BY 1 OF 2 a .� La _a i; r� L FINISHED GROUND EL = 6.5' CONCRETE PAVERS j -1" MASONS SAND BEDDING � IN. TO 1 UBGRA E COMPACTED TO A MINIMUM OF 957 OF ITS MAXIMUM DRY DENSITY (PER AASHTO T -180 PAVEMENT SECTION SCALE: N.T.S. SECTION A- A THROUGH HOUSE REV. 01 05/01/07 :U61 =619]uIZI911L�I►A 1. BEGIN BY EXCAVATING 8 TO 12 IN. DEEP, DEPENDING ON PAVER TYPE AND PURPOSE OF THE FINISHED PRODUCT. GO OVER THE SURFACE 3 TO 4 TIMES WITH A PLATE COMPACTOR. 2. ADD LIMESTONE OR SANDSTONE SUB —BASE MATERIAL IN 4 TO 8 IN. LIFTS. THICKER LIFTS ARE DIFFICULT TO COMPACT. OVERCOMPACTION OF SMALLER LIFTS CAN CAUSE DECREASED COMPACTION DENSITY. MAKE 3 OR 4 PASSES WITH A PLATE COMPACTOR ON EACH LIFT. ADDING MOISTURE CAN FORM A STRONGER MATERIAL, BUT DO NOT SATURATE. PROPERLY MOISTENED MATERIAL HOLDS TOGETHER IN A SOLID CLUMP WHEN SQUEEZED. PLACE A 1 IN. LAYER OF SAND BEDDING OVER THE ENTIRE SURFACE AREA. PLACE PAVERS IN THE DESIRED PATTERN. ATTACH A PROTECTIVE MAT TO THE BOTTOM OF THE COMPACTOR TO AVOID DAMAGING THE PAVERS. MAKE 2 OR 3 PASSES WITH A COMPACTOR TO PRESS PAVERS INTO THE SUB —BASE. 3. MAKE 2 OR 3 FINAL COMPACTIVE PASSES TO SETTLE PAVERS INTO THE SAND, AGAIN USING A PROTECTIVE MAT. TITLE: C.S. & DETAILS JOB #: 07 -020 DATE: 04 -23 -07 WEST COAST DESIGN INC. 10681 GULF BLVD. SUITE 205 TREASURE ISLAND, FL. 33706 PHONE (727) 368 -0491 NCY GENERATOR TILEVERED SLAB ;WALK EL = 7.00' INISHED GROUND EL = 6.5' (NO SWALE) ti� LEGEND � EXIS77NC ELEVATON 4.75 PROPOSED ELEVATION 2" PVC K111 EX/S)7NO KIAMI? L /NE PROPOSED WATER LINE PROPOSED SEWER LINE FENCE JOHNSON RESIDENCE 837 HARBOR ISLAND DRIVE CLEARWATER, FLORIDA N O N WEST COAST DESIGN, INC. 10681 Gulf Blvd., Ste. 205, Treasure Island, FL Phone: 727 - 368 -0491 Fax: 727- 368 -0589 1 1 11 1 CIVIL /SITE DESIGN /ENGINEERING CONSULTANTS CERTIFICATE OF AUTHORIZATION NO. 25983 C L I� �1 L\LJ N/ L.L 0�n 0 z Q ®n- � m Q 00 V1 0 P4 Z oo V) Q7 Z LLJ M0 V) cn LL.. 00 W M > Z� N mfr, Q J 1- 0 �?Z N O co o w �- W On, t- F_ LLJ LJ Q U 0 0 0 Z O C/-) Q LL_ LLJ J ry LLJ ooQ (n m � = Q Q LLJ � J I� U r� 00 3 rA w) Meig 1 �.1 T 0co � t O Z V) Ld i t tl.l MM 4 � � t ii WEST COAST DESIGN, INC. 10681 Gulf Blvd., Ste. 205, Treasure Island, FL Phone: 727 - 368 -0491 Fax: 727- 368 -0589 1 1 11 1 CIVIL /SITE DESIGN /ENGINEERING CONSULTANTS CERTIFICATE OF AUTHORIZATION NO. 25983 C L I� �1 L\LJ N/ L.L 0�n 0 z Q ®n- � m Q 00 V1 0 P4 Z oo V) Q7 Z LLJ M0 V) cn LL.. 00 W M > Z� N mfr, Q J 1- 0 �?Z N O co o w �- W On, t- F_ LLJ LJ Q U 0 0 0 Z O C/-) Q LL_ LLJ J ry LLJ ooQ (n m � = Q Q LLJ � J I� U r� 00 3 rA w) Meig 1 �.1 T