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FLS2006-12074f e `Clearwater 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 $DO_ )EC 2 s 2006 PLANNING DEPARTMENT CJTY OF CLEARWATER * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION Residential Infill Project - Single Family (LDR or LMDR only) (Revised 03/28/2006) PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: -1 ?, N &S S A VJ C e- 0 A k L L C_. MAILING ADDRESS: 2214 5 M, zoo.. 9_, c(e Ar u.9A-CC-!C ?(. 33 PHONE NUMBER: $q'1 a CELL NUMBER: PROPERTY OWNER(S): Jl y? N ; ?, v ?y N N ? __ List ALL owners on the deed AGENT NAME: ?e? #-s A `„ ere zG MAILING ADDRESS: ?qo4 0 U16- tic-'. R LJ gr^'Or,T'tr ?(• 3??? PHONE NUMBER: %n - 5SGt ? 02" FAX NUMBER: "j L( Z $ 1f CELL NUMBER: ?a2q j433- 1(4.1 E-MAIL ADDRESS: a, a TR sM b a . c r . CC? B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: C' N A% 5 5 R . 4_? C G ? k5 PROJECT VALUATION: $ ?.?zo STREET ADDRESS Jq???'P?---? rV Y54 ??J?I/Jl ?O X.YZ PARCEL NUMBER(S): OOp??320?p1(9o PARCEL SIZE (acres): 02 °q,? ?? g PARCEL SIZE (square feet): g??f r;Zq er, Z LEGAL DESCRIPTION: Sec A It A e ?? PROPOSED USE(S): WS 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.) Ste? e, ST- r, ?, of S ct ? Ae K% 6!- (at CeAr c?S?/ [c?al (?? Lt?G e?C@P``i6ov O'r (b,tS (a 13 iq,tJ am 7 r /i -,A,, wif Me?1"to%l 0 Pi 6S' SeX( AL C /Z(GwOx Tkaic- we- sC_ PrOP6it'y h;"e. CASE #: R w acc6p - i 2D + q- RECEIVED BY (staff initials): DATE RECEIVED: RECEIVED Macintosh HD: Users: agostinodigiovanni:Documents:Microsoft User Data:Saved Attachments: Residential Infll Project (FLS) 2006.doc Paget of 8 M 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 r/ (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 6) 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. (r t Tke rm oi-t i5 5ir j tJ LctWC-e:? 1 f- ej- S.+L :ci.! *CQ tea tae.'Ck S? jq d opa rqrm .AasA i, Sm^lier suL d`Lq:s'a?Tat?Sout'k CTk-Q;nst), Tl%e Pr€, css - eir?e onHe,r U-J,d ?e aa.s IACA ( tro."Slz% e•+J Le-twee---(stoic ex:sX iV+a 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value th eo Tlmc. r-/cs b?ci e.V (a ,-%cLs•C L4-);(( es t /Serge. Cct 1 a?t C' c e- t?+c uAcn`r L??'eAg{c;?.s=,ut? p^o?cs`?;?? r?s?d ?s..t?tt?d I?:csC Ad:JCc-Sc:?y ri ?'??c:Z' =L?c +..sS? 0 -/ r Ine A A ?'s? pie r I i tt5 . 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. j / 0 St! s?auc.-II -M VKC 07 w : 11 0- a M 13 1 -J t74 cv /'e AsJd juox- PJ (• At m Z roc hCa?rG oC V-t m r`5©?uS i'esid of` e?.90.^?:ti? i,.t ll?e S AeL J!S t??:?sk^??artd A" wAjo iuA o 4. The proposed devgglorent i$g` designed to minimize traffic congestion. r // { Fe rC i kG prq&sed. 6ca-C\op?HGiiT II C* Ig-ss Zkw,u'tE.• A([eUJ64L1e las"t- a"3c ? _r Z? ? i nt r?O- G? a .a c A 1 i` e-0.&J S'c ova sk 0 o Z ok" VV y ..+a W 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Iltc r'D oliN At?e`io Wte%J i5 A 1li/lsi l? 5, ie t eS:d??'T-'g( ATQA be Co:ot?:4T°1+?e tiJ??Ck `Zkecaoirxr??uwi;try ?hliPAC.'f'cr i W Z rstmc ;nTt L°iC'rP-0 eaf TA't plop : Cie v e- to 6%%-- va'c'. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent propees.f +p- , 1 ke rsi Zx?l?Il deac.? :w?wrt' L'€3i+?s':S` ?t3t r y6?? s. / ' Car" i rc53# ealCe- fa31 Ir^ ? iL.3 ?/I\ ? yQ+X? ?I?11???C?f. //C1?1. ?l ?Q1 /? I'. i?? ? ?7 ??L ? ?.1??`!Q ?J L_ ?. .? G4 sM14 iil L' i`G i K i t° iU`C ?P f SC3 cv a (1 N ©C b c- O tAJ ORIGINAL RECEIVED I.:r ? 2006 AANNING DEPARTMENT" CITY OF CLEARWATER Page 2 of 7 - Flexible Standard Development Application Residential Infill 2005- City of Clearwater Ah I ? Provide complete responses to the seve ) RESIDENTIAL INFILL PROJECT CRITERIA- Ex ain how-emm--nrevaus?Me, _ -.- F . V 1 The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards.( ! f •Th A 'c^1EVA4Dt7rnCry? juo3s-l In tc1? c? .??.< MA#- "` i,r 414eArrrl, 2. The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) 16- :je e a c1-(0 ,apt a n.+ "C ?sJ l rr? a f,, ci r w ?,t* G- •F'I r r 1/ i{ fl ` 1n m A r IKc V a I k',flW 'C1iAT m Cke (ad?u••rr?v -a, ert;e5.? cr¢ E?le.JrAL~i,? k? rA?;,L.?S o ?T ? I+ c ?` c l f' c A S. 3. The uses within the residential infill project are otherwise permitted in the City of Clearwater. ekert Ar- 1J CD 4e_ViA'f iS ??y :.sulk P^a?.,:?.?d ;J eke-re eSCGd u ( 1 I " 5 c- Asi cciAlr 5L-tLAQ/_ ?S Af-G wl?rA?yV -cc% {,JJr`f, SCAa.LAS C(,„t MAIJ otlo%er r?c:ar?ows .?,?Zk:u TG.zC:z tAJ1.0 4. The uses or mix of use within the residential infill project are compatible with adjacent land uses. lke 6 v00)SCj ' J eJtt/rlsi>-st2w.?? L'QeJSci=5 G',fPt?irc(.C OT'-aS 'q .le Anf'/7/ tC/Si e'N?.Cs. {} ?.eaj I4AZ Ai 5'O ? 15?'S :?i C?tc 5y??y;s:mus C`a Lie AJk) tCl. ANd La ?Lc? 16.4 5. The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel proposed for development. j Ytkro?ostd de?eloI?mer-, u3+,OfgrAle T- k ?MM W ' E e J t i Iu AJ(, ri/ ^o it cs-e f? I11 c° !v !4 h1 ' Ttte- r e- i -J .0 t rs3 z rZ ''C ,o a s ?-Or 'Lt-.e 6. The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the garcel proposed for development and the City of Cle rwater as a wpole. r' r Tlnc At cc t"yr.n ( S 'C e E ? iv'.I ? ?? lo;r eld tyre d?!g:!R tiUe to Asrhe Cy e- iAS+ -Cc r- e?Jre1?0 de..re. 0 111rC A,Jd a, 0,.0Mo+vus:Z,? M-Cfer'r3, JAI ?c e ew1. d t? C- et 1, s' wr ?c?m; AS 055:.L1e,. A&A `x1u dg?.? c:aw3 .+u : I, ? ?° N A W C C. :• i1a N .y'Cu r N G? A r W G'?? T• d ?- i• c ?•a • a ? ? ,r'C?: 7. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for evelopment and the City of Clearwater as a Mole. ZO C©` M?.?+Z-v Fle,c.b?t?t'y rc4>atrdt va re,:u. r/e? sr6pp?tkS Ari V5 C h+Cd t, `?1?e ?o//zr???fs ! e_l,ar??tTer A?? eu Procl?be hzrAeao?r?e`S A anOyt e- L) C714 uscef'C"ke:#- jorupexc iii rGlwt;o,u re, tikes 3??'•D':rvla> 11 1) ro crCie ". I-?t Ccs: r-,.-?tl e.v'co /e55er Sc?Re res60'.ramea+r5 AS dm io??Y ©?l Pro?aTt.es `t+kra?.31?-Q?ir ZMc :t7 F C C teArue4r,-f-, ORIGINAL RECEIVED S-C 2 8 2006 PLANNING DEPARTMENT CRY OF CLt ATER Page 3 of 7 - Flexible Standard Development Application Residential Infill 2005- City of Clearwater 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 ?i Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor ??-1-? 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; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ? GRADING PLAN, as applicable; ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; ORIGINAL RECEIVED r 8 2006 Macintosh HD:Users:agostinodigiovanni:Documents:Microsoft User Data:Saved Attachments: Residential Infill Project (FL?5:)006.tloc`iV i t`PAIZTIViENT Page 4 of 8 CJW O? CLEARWATER 4F 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; 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: Land area in square feet and acres; Number of EXISTING dwelling units; _ Number of PROPOSED dwelling units; _ Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; 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. REDUCED COLOR SITE PLAN to scale (8 '/1 X 11); EXISTING FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; REQUIRED PROPOSED ORIGINAL RECEIVED " -. 8 zoos v1NI4ING Uhl"ARIMEN'i CITV O CCEAR'WATEK Macintosh HD:Users:agostinodigiovanni:Documents:Microsoft User Data:Saved Attachments: Residential Infll Project (FLS) 2006.doc Page 5 of 8 0 0 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; 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; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); _ Irrigation notes. ? REDUCED COLOR LANDSCAPE PLAN to scale (8 % X 11); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) ? BUILDING ELEVATION DRAWINGS -with the following information; All sides of all buildings; Dimensioned; Colors (provide one full sized set of colored elevations); Materials; ? REDUCED BUILDING ELEVATIONS - same as above to scale on 8 % X 11. ORIGINAL RECEIVED t 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATEP Macintosh HD: Users: agoslinodigiovanni:Documents:Microsofl User Data:Saved Attachments: Residential Infill Project (FLS) 2006.doc Page 6 of 8 4F 0 J. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) t7 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. E) 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. l- Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. K. 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 requiredORIGINAL 0 Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): RECFIVED Fire Flow Calculations/Water Study is included. s, 8 2000 Fire Flow Calculations/Water Study is not required. 'IANIVIiVCa ?rY'HliilVt.. ? CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW 0Ir t-l'-AP%A//- 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. L. SIGNATURE: I, the undersigned, acknowledge that all representations made STATE OF FLORIDA, COUNTY OF PINELLAS in this application are true and accurate to the best of my Sw,oorn to and subscribed before me this I day of knowledge and authorize City representatives to visit and A.D. 20 O( to me and/or by photograph the property described in this application. ?tbo is personally known has produced as identification. Signature of property owner or representative Notarypu MARY 0. MANESTAR My commission expires: MY COMMISSION# DO 508212 EXPIRES: F 3,2010 f, , undsim"em Macintosh HD:Users:agostinodigiovanni:Documents:Microsoft User Data:Saved Attachments: Residential Infill Project (FLS) 2006.doc Page 7 of 8 i M. AFFIDAVIT TO AUTHORIZE AGENT: 1. - PRINT full names: Provide names of all property owners on deed + ?e,tj-ArS5A.PCe- 0At ?`g L.LI- 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): aa"ts MC. (A0((eN Soo-C ? Rd 3. That this property constitutes the property for which a request for a: (describe request) t F(e-sr-f'"dJXrd De.ve(lop w,ew? wit(,. 15 d'CL* a c?s a? o2Sr f'1'or,t, (©' S;c(eg N,- I I dt (Zce.r l.b SLruc.?yrc5 4. That the undersigned (has/have) appointed and (does/do) appoint: 04 (? Let'. z.e_ as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (1/we), the under 'gned authority, hereby certify that the foregoing is true and correct. Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS i Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this _ day of personally appeared WNW] who having been first duty sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. MARY 0. MANESTAR MY COMMISSION # DD 508212 EXPIRES: February 3, 2010 eonded Ttnu Notary Public uWamKilers ,tt otary Public Signature Notary Sea1/Stamp My Commission Expires: ORIGINAL RECENED I -C 2 s Zoos PLANNING DEPARTMENT Macintosh H D: Users: agost i nodig iovanni: D ocum ants: M icrosoft User Data: Saved Attach mants: Residential Infill Projec JFLy:-S tf06'.ZLEARWATER Page 8 of 8 • 0 ORIGINAL LEGAL DESCRIPTION PROPERTY DESCRIPTION: OVERALL PROPERTY A tract of land lying in the Northwest 1/4 of the Southwest 1/4 of Section 33, Township 28 South, Range 16 East, Pinellas County, Florida and being further described as follows: Commence at the Northeast corner of the Southwest 1/4 of said Section 33; thence S89°44'45"W along the North line of said Southwest 1/4 and. the bearing reference line of this description, for 1337.05 feet to the Northeast corner of the Northwest 1/4 of the Southwest 1/4 of said Section 33; thence continue along said North line S89°44'54"W, for 100.00 feet to the West right-of-way line of McMullen Booth Road; thence S00°18'02"E along said -right-of-way line and a line being 100.00 feet West of and parallel to the East line of the Northwest 1/4 of the Southwest 1/4 of said Section 33, for 165.00 feet to the POINT OF BEGINNING; thence continue along said right-of-way line and said parallel line S00°18'02"E, for 315.14 feet; thence leaving said lines N89°58'52"W, for 465.11 feet; thence N00°18'02"W, for 61.46 feet; thence S89°43'29"W, for 270.00 feet; thence S00°18'02"E, for 223.71 feet; thence N89°43'29"E, for 375.10 feet to a point on a line being 460.00 feet West of and parallel to the East line of the Northwest 1/4 of the Southwest 1/4'of said Section 33; thence S00°18'02"E along said parallel line, for 355.35 feet to a point on the South line of the North 3-4 of the Northwest 1/4 of the Southwest 1/4 of said Section 33 and the North line of that certain property platted as THE CREST and recorded in Plat Book 95 on pages 72 and 73 of the Public Records of Pinellas County, Florida; thence S89°49'22"W along said South section- line and said north plat line, for 875.12 feet to the West line of the Southwest 1/4 of said Section 33; thence N00°24'41"W along said West line, for 994.36 feet to the Northwest corner of said Southwest 1/4; thence N89°44'54"E along the North line of said Southwest 1/4, for 677.05 feet; thence S00018!02"E along the West line of the East 660.00 feet of the Northwest 1/4 of said Southwest 1/4, for 165.00 feet; thence N89°44'54"E along the South line of the North 165.00 feet of the Northwest 1/4 of said Southwest 1/4 , for 560.00 feet to the POINT OF BEGINNING, and containing 20.07 acres, more or less. ORIGINAL RECEIVED } .2 8 2046 PLANNING DEPARTMENT CITY-OF CLEARWATER NAME ADDRESS LEGAL VAC°,NT = 29-Dec-2006 33"/ 28 /°16 /x•74277-/ 000°/ 0010 \` -• t:.. '__t. Prop Addr: 0 N1: RENAISSANCE OAKS LLC N2: '? . (' AT : C t Al: 163 BAYSIDE DR A2: CI: CLEARWATER Country: Owner # 1 2 3 4 5 05 Exem 06 Exem FL 33767 2502 Non-EVAC VA Use Codes: 000 00 Anx Dst: 06Tax Amt 2006 Dst: CW 1,608.36 Spec Dst: .00 06 If No Cap: 1,608.36 06 If No Exem: 1,608.36 Paid Date: 00000000 2006 Mill: 21.7640 Sr Bk/Pg 13375 0179 06 Ten: PTNRSHP 07 Ten: 2006 Values 2006 Exems 2006 Pcts Just / Market: 73,900 HX: 0 Cap .: .000 Escrow: WX: 0 Own .: .000 Petition: 0 Assessed / Cap: 73,900 DX: 0 Use .: .000 Tax Dlq: TX 0 Tx .: .000 Tax Note: Taxable: 73,900 AX: 0 Inst.: .000 Exem Area: SR: 0 Appr Area: 14 RENAISSANCE OAKS LOT 1 X: 271,018 Y: 334,682 zip 33?s? ?5A z - L17t2 Lard lA?e -- ?S 0 0 FLS2006-12074 3092 RENAISSANCE DR RENAISSANCE OAKS PLANNER OF RECORD: NOT ENTERED ATLAS # 245A ZONING: LDR LAND USE: RS RECEIVED: 12/29/2006 INCOMPLETE: COMPLETE: MAPS: PHOTOS: -, STAFF REPOR DRC: o,)p?-,j7 ? CDB: CLW CoverSheet ti Clearwater U Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: Ronald Letize DATE: 04/13/2007 FAX: 797-8928 TELEPHONE: FROM: Steven Everitt TELEPHONE: (727) 562-4547 EMAIL: steven.everitt@myclearwater.com SUBJECT: 3092 Renaissance Dr FLS2006-12074 Development Order MESSAGE: NUMBER OF SHEETS (INCLUDING THIS PAGE): 3 M CITE- 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 PLANNING DEPARTMENT April 12, 2007 Ronald Letize 1928 Valencia Way Clearwater, FL 33764 RE: Development Order - Case FLS2006-12074 Approved - 3067, 3073, 3079, 3085, 3086, 3080, 3074, and 3068 Renaissance Drive; 2245, 2251, 2257, 2263, 2270, and 2276 Lauren Lane; 3018, 3024, and 3030 Patrick Place; 2231, 2237, 2243, 2244, 2249, 2250, 2255, 2256, 2261, 2262, 2267, 2273 Steven Street; and 3042 Leanne Court. Denied - 3011, 3017, 3023, 3029, 3035, and 3041 Leanne Court. Dear Mr. Letize: This letter constitutes a Development Order pursuant to Section 4-202.E. of the Community Development Code. On March 8, 2007, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to permit a reduction to the rear setbacks from 20 feet to 10 feet for Detached Dwelling Uses (Single Family Residences) in the Low Density Residential District (LDR) under the provisions of Section 2-103.A. of the Community Development Code. The DRC APPROVED and DENIED this application based upon the following Findings of Fact and Conclusions of Law: Findings of Fact: 1. That the 43 lots of the Renaissance Oaks subdivision, totaling 20.07 acres, are located on the east side of McMullen Booth Road approximately 2,000 feet north of Union Street; 2. That the subject property is located within the Low Density Residential (LDR) District and the Residential Suburban (RS) Future Land Use Plan category; 3. That the development proposal is compatible with the surrounding area and will enhance other redevelopment efforts; and 4. 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- 103 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2- 103.A. of the Community Development Code; S:\Planning Department\C D B\Flex Standard (FLS)\Inactive or Finished Cases\Renaissance Dr 3086 - Multiple Lot Owners (LDR) - Approved & Denied\Rerr hs eR O ?GgY(Revelopment Order.doc JOHN DOR4N, COU'NCILMEMBER J.B. JOHNSON, COUNCILMEMBER :;ILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" A April 12, 2007 Mr. Letize - Page Two 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; and 4. That the reduction of the rear setback for lots addressed 3011, 3017, 3021, 3029, 3035, and 3041 Leanne Court will inhibit the drainage swale's ability to maintain its maximum capacity to direct runoff to the retention pond. Conditions of Approval: 1. That lots addressed 3011, 3017, 3021, 3029, 3035, and 3041 Leanne Court shall maintain the fifteen (15) foot rear setback approved under FLS2005-07047; 2. That no structure, structure portion, roof overhangs, mechanical equipment, etc. shall be permitted to encroach into a drainage easement; 3. That prior to the issuance of any building construction permits, the island within the Renaissance Drive right-of-way, adjacent to McMullen Booth Road, shall be designed to all City requirements and receive a City issued building construction permit; 4. That no structure, structure portion, roof overhangs, mechanical equipment, etc. shall be permitted to encroach into a vegetative buffer except in accordance with Section 3-907 of the Community Development Code; 5. That prior to the issuance of building construction permits, all Engineering conditions be met; 6. That prior to the issuance of building construction permits, all Fire conditions be met; 7. That prior to the issuance of building construction permits, all Environmental Engineering conditions be met; and 8. That prior to the issuance of building construction permits, all Traffic Engineering conditions be met. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (April 11, 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 Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. 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 Steven Everitt, Planner lI, at 727-562- 4547. You can access zoning information for parcels within the City through our website: www.ni.yclearwater.com/gov/dgpts/planni.n . Sincerely, Michael Delk, AlCh Planning Director S:\Planning Department\C D B\Flex Standard (FLS)\Inactive or Finished Cases\Renaissance Dr 3086 - Multiple Lot Owners (LDR) - Approved & Denied\Renaissance Dr 3086 - Development Order.doc 0 Apr. 13 2007 10:49AM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97978928 Apr.13 10:47AM 01'18 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-BOO-HELP-FAX (435-7329). ! _._ .0 Clearwater Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: Ronald Letize DATE: 03/05/2007 FAX: 797-8928 TELEPHONE: FROM: Steven Everitt TELEPHONE: (727) 562-4547 EMAIL: steven.everitt@myclearwater.com SUBJECT: 3092 Renaissance Dr FLS2006-12074 Case Conditions MESSAGE: NUMBER OF SHEETS (INCLUDING THIS PAGE): 2 Conditions Associated With FLS2006-12074 srz 3092 RENAISSANCE DR Engineering Condition Steve Doherty 562-4773 02/22/2007 1. Regardless of the setback required, (either existing or proposed), no structure, structure Not Met portion, roof overhangs, etc. shall be permitted to encroach into drainage easements in this subdivision. Because a 10-foot drainage easement exists along the rear property lines of almost all of the lots subject of this request, reducing the required setback to a 10-foot rear setback may result in problems associated with building overhangs, air conditioning equipment and similar appurtenances that will meet setback requirements but will not be allowed to encroach into the drainage easements. The above shall be acknowledged by the applicant prior to issuance of a Development Order. Environmental Condition Sarah Josuns 562-4897 02/23/2007 1. Depict the jurisdictional wetland line on the site plan. Not Met 2. Community Development Code Section 3-907 states "A vegetative buffer shall be provided on all lands within 25 feet of any property designated on the Zoning Atlas as preservation (P), or any property determined to be wetlands under the jurisdiction of the State of Florida ("jurisdictional wetlands"); and all lands within 15 feet of the top of the bank of any creeks, channels, or related waterways which contain jurisdictional wetlands." 3. Regardless of setbacks, (either existing or proposed), no structure will be permitted in a Vegetative Buffer, except in accordance with Community Development Code Sec. 3-907 A. - E. The above shall be met prior to the issuance of a bulding permit. Land Resource Condition Rick Albee 727-562-4741 02/23/2007 No Issues. Not Met Parks & Recs Condition Debbie Reid 562-4818 02/23/2007 No issues - request for lot setbacks. Not Met Storm Water Condition Phuong Vo 562-4752 02/20/2007 The following to be addressed prior to issuance of a Development Order: Not Met 1. Rear setback shall be minimum of 15' to ensure doors and roof overhangs do not encroach the drainage easement. Solid Waste Condition Please explain the area in south east section Js this a hammerhead for turnaround of sw trucks , Not Met if not one will be needed Traffic Eng Condition Bennett Elbo 562-4775 02/15/2007 Roadway width from edge of pavement to edge of pavement shall be a minimum of 24' wide. Not Met 2. The applicant shall provide a 40' space between card reading console to back edge of sidewalk. 3. The applicant shall provide a turnaround for motorist's that cannot get through the gate. The above to be addressed prior to a Development Order (D.O.). General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). Print Date: 03/05/2007 CaseConditons Page 1 of 2 FLS2006-12074 3092 RENAISSANCE DR • Traffic Eng Condition Bennett Elbo 562-4775 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. CaseConditons Print Date: 03/05/2007 Page 2 of 2 Mar. 05 2007 05:17PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97978928 Mar.05 05:16PM 01'01 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING 1+1 OR 1-1. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329). 1 0 0 Clearwater Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562-4567 TO: Ronald Letize FAX: 797-8928 FROM: Steven Everitt FAX: (727) 562-4865 DATE: 02/05/2007 TELEPHONE: TELEPHONE: (727) 562-4547 EMAIL: steven.everitt@myclearwater.com SUBJECT: 3092 Renaissance Dr FLS2006-12074 Letter of Completeness MESSAGE: The first Letter of Completeness did not have the Development Review Committee date. NUMBER OF SHEETS (INCLUDING THIS PAGE): 2 Clearwater February 05, 2007 Ronald Letize 1928 Velencia Way Clearwater, F133764 VIA FAX: 727-797-8928 RE: FLS2006-12074 -- 3092 RENAISSANCE DR -- Letter of Completeness Dear Ronald Letize : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-12074. After a preliminary review of the submitted documents, staff has determined that the application is complete. T e Development Review Committee (DRC) will review the application on , in the Planning t conference room - Room 216 - on th oor of the Municipal Services Building. The building is So venue in downtown Clearwater. You will be contacted by the Planning Dep mi alyst within one week prior to the meeting date for the approxi e that your case will be reviewe . our representative (as applicabl e present to answer any questions that the DRC may ha ding your ion. Additional comments may be generated by the DRC at the time of the m The Development Review Committee (DRC) will review the application for sufficiency on March 08, 2007, 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 562-4547 or Steven.Everitt@myclearwater.com. Sincerely yours, { CITY OF CLE!'ARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER. COM Letter of Completeness - FLS2006-12074 - 3092 RENAISSANCE DR 0 CITY OF CL ARWATER ClearWater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING u 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER. COM February 05, 2007 Steven Everitt Planner H Letter 0f C0mpleteneSS - FLS2006-12074 - 3092 RENAISSANCE DR Feb. 05 2007 06:12PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97978928 Feb.05 06:11PM 01'01 SND 03 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). ` ' • • Clearwater Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562-4567 TO: Ronald Letize FAX: 797-8928 FROM: Steven Everitt FAX: (727) 562-4865 DATE: 02/05/2007 TELEPHONE: TELEPHONE: (727) 562-4547 EMAIL: steven.everitt@myclearwater.com SUBJECT: 3092 Renaissance Dr FLS2006-12074 Letter of Completeness MESSAGE: NUMBER OF SHEETS (INCLUDING THIS PAGE): 2 'Clearwater February 05, 2007 Ronald Letize 1928 Velencia Way Clearwater, F133764 VIA FAX: No Fax RE: FLS2006-12074 -- 3092 RENAISSANCE DR -- Letter of Completeness Dear Ronald Letize : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-12074. 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, 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 562-4547 or Steven.Everitt@myclearwater.com. Sincerely yours, 9?-- ? 54--Xv? Steven Everitt Planner II RWATER CITY OF CLEA PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER. COM Letter of Completeness - FLS2006-12074 - 3092 RENAISSANCE DR .4 71 mmmlrmmm?? 0 Feb. 05 2007 06:00PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97978928 Feb.05 05:59PM 00'48 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #84. THEN SELECT OFF BY USING '+' OR FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-H3-P-FAX C435-7329). f 1 Clearwater Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: Ronald Letize DATE: 01/09/2007 FAX: 797-8928 TELEPHONE: FROM: Steven Everitt TELEPHONE: (727) 562-4547 EMAIL: steven.everitt@myclearwater.com SUBJECT: 3092 Renaissance Dr - FLS2006-12074 - Letter of Incompleteness MESSAGE: Z bpd w A-P, Nom' 1 `c, om Asa n . you c-n a\f U e--'b V u t-e,c?v ?? oc1 oc Sic vcJ? v?~e5 u,Gr @ W-\\ ;ELI uAe Pouf j- NUMBER OF SHEETS (INCLUDING THIS PAGE): 2 1 0 0 CITY OF CLEARWAYER } Clearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER. COM January 05, 2007 Ronald Letize 1928 Velencia Way Clearwater, Fl 33764 VIA FAX: No Fax RE: FLS2006-12074 -- 3092 RENAISSANCE DR -- Letter of Incompleteness Dear Ronald Letize : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-12074. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Does the Agent have a fax number? 2. E. - Please acknowledge the stormwater plan requirements. Applicant must initial. 3. Provide a signed and sealed survey 4. Provide a tree survey. 5. Provide a tree inventory. 6. Provide a location map of the property. 7. Provide a site plan. 8. Provide a site data table. 9. J. - Applicant must acknowledge the Traffic Impact Study requirements. Please initial. 10. K. - Applicant must acknowledge Fire Flow Calculations/Water Study. Applicant must initial. Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by 10 am on Wednesday, January 10, 2007. If you have any questions, please do not hesitate to contact me at 562-4" or Steven.Everitt@myclearwater.com. 4,54-7 Sincerely yours, Steven Everitt Planner I F--V? Letter of Incompleteness - FLS2006-12074 - 3092 RENAISSANCE DR i ? Jan. 09 2007 09:23AM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97978928 Jan.09 09:22AM 00'51 SND 02 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]. 4:55 pm Case Number: FLS2006-12074 --3092 RENAISSANCE DR Owner(s): Renaissance Oaks Llc 163 Bayside Dr Clearwater, Fl 33767 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Ronald Letize 1928 Velencia Way Clearwater, FI 33764 TELEPHONE: 727-536-5271, FAX: 727-797-8928, E-MAIL: roald@tampabay.rr.com Location: Atlas Page: 245A Zoning District: LDR, Low Density Residential Request: Flexible Standard Development approval to permit a reduction to the rear setbacks from 20 feet to 10 feet for Detached Dwelling Uses (Single Family Residences) in the Low Density Residential District (LDR) under the provisions of Section 2-103.A. Proposed Use: Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood North Greenwood Association, Inc. Association(s): Clearwater, F133755 1201 Douglas Road TELEPHONE: 560-4382, FAX: No Fax, E-MAIL: WADENWADE@AOL.COM Neighborhood Oakbrook Estates Of Pinellas Hoa Association(s): Clearwater, F133759 3036 Oakbrook Circle TELEPHONE: 712-1271, FAX: No Fax, E-MAIL: GRAMPOLLA@tampabay.rr Presenter: Steven Everitt, Planner II Attendees Included: The DRC reviewed this application with the following comments: General Engineering: 1 . 1. Regardless of the setback required, (either existing or proposed), no structure, structure portion, roof overhangs, etc. shall be permitted to encroach into drainage easements in this subdivision. Because a 10-foot drainage easement exists along the rear property lines of almost all of the lots subject of this request, reducing the required setback to a l 0-foot rear setback will result in problems associated with building overhangs, air conditioning equipment and similar appurtenances that will meet setback requirements but will not be allowed to encroach into the drainage easements. The above shall be acknowledged by tie applicant prior to issuance of a Development Order. 2. 3. Regardless of setbacks, (either existing or proposed), no structure will be permitted in a Vegetative Buffer, except in accordance with Community Development Code Sec. 3-907 A. - E. 3. Provide a topographic survey extending beyond theproperty boundaries. Environmental: 1 . 1. Provide jurisdictional wetland line on site plan. Section 3-907 states "A vegetative buffer shall be provided on all lands within 25 feet of any property designated on the Zoning Atlas as preservation (P), or any property determined to be wetlands under the jurisdiction of the State of Florida ("jurisdictional wetlands"); and all lands within 15 feet of the top of the bank of any creeks, channels, or related waterways which contain jurisdictional wetlands." Fire: The above shall be met prior to the issuance ofa bulding permit. rl,?z0??-?7??7 ID 670-614- Development Review Agenda - Thursday, March 8, 2007 - Page 13 I . Must provide access area or Fire Lane for setting up ladder truck to reach upperfloors. Must be 24' wide minimum. Acknowledge PRIOR to D.O. 2. Where underground water mains and hydrants are to be installed, they shall be installed, completed, and in service prior to construction as per NFPA-241. Hydrants must be at 500' intervals as the hose lays. All underground fire lines and hydrants must be installed by a contractor with a class 1,11 or V license. Acknowledge PRIOR to D.O. 3 , A hard road surface able to support the weight of Fire Apparatus prior to any building construction being started. Acknowledger PRIOR to D.O. 4. Provide fire department access roadway ( with turn-around, Y, T or Cul-De-Sac ) in accordance with NFPA -1 . Fire Department access roadway must have 24 foot clear width and 14 foot vertical clearance, and be capable of supporting the weight of fire department vehicles at ( 80,000 lbs. ) This will be needed on the south end of this project. Acknowledge PRIOR to D.O. 5 . The island divider has narrowed the roadway below 20' Each side SHALL have a minimum of 20' Acknowledge PRIOR to D.O. Harbor Master: No Comments Legal: No Comments Land Resources: 1 . No Issues. Landscaping: No Comments Parks and Recreation: Stormwater: Solid Waste: No issues - request for lot setbacks. The following to be addressed prior to issuance of a Development Order. 1. Rear setback shall be minimum of 15' to ensure doors and roof overhangs do not encroach the drainage easement. Please explain the area in south east section is this a hammerhead for turnaround of sw trucks, if not one will be needed Traffic Engineering: I , Roadway width from edge of pavement to edge ofpavement shall be a minimum of 24' wide. 2. The applicant shall provide a 40' space between card reading console to back edge of sidewalk. 3. The applicant shall provide a turnaround for motorist's that cannot get through the gate. The above to be addressed prior to a Development Order (D.O.). General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Planning: No Comments Other: No Comments Notes: Development Review Agenda - Thursday, March 8, 2007 - Page 14 L7- Everitt, Steven From: Everitt, Steven Sent: Thursday, April 12, 2007 4:12 PM To: Vo, Phuong Subject: RE: FLS206-12074 Renaissance Dr. Thank you -----Original Message----- From: Vo, Phuong Sent: Thursday, April 12, 2007 4:09 PM To: Everitt, Steven Subject: FLS206-12074 Renaissance Dr. Steve, It sounds good to me. No change is needed. Thanks, 0 • Everitt, Steven From: Vo, Phuong Sent: Thursday, April 12, 2007 4:09 PM To: Everitt, Steven Subject: FLS206-12074 Renaissance Dr. Steve, It sounds good to me. No change is needed. Thanks, 0 • Everitt, Steven From: Everitt, Steven Sent: Wednesday, March 28, 2007 4:25 PM To: Keller, James Subject: FLS2006-12074 3092 Renaissance Oaks Jim, What is the status of the median near the entrance along McMullen Booth Rd? Do you want it removed prior to issuance of DO or building permits? Steven Everitt Planner II Planning Department City of Clearwater, FL 100 South Myrtle Avenue Clearwater, FL 33758 Tel: (727) 562-4547 Fax: (727) 562-4796 0 0 Everitt, Steven From: Everitt, Steven Sent: Wednesday, March 28, 2007 4:20 PM To: Glenn, Tom Subject: FLS2006-12074 3092 Renaissance Oaks Do you need more information from the applicant to change you condition to met? Steven Everitt Planner II Planning Department City of Clearwater, FL 100 South Myrtle Avenue Clearwater, FL 33758 Tel: (727) 562-4547 Fax: (727) 562-4796 ». a f 4 ?? dr Nw- f'";." at -` 7 gy, a ? ? ? • - sue:. -171 u 727.797.897 C yx? - it t c? r? Ij .?_?.. o P A IMI CENTER Ilk- owls- --?. - - ?_ - __ Y ? R '•4 ?? '-* i ?--rte 4 c?-. ?r??-,' ? ;u????.?? ? c y??,:,1 ?c. 1 g?.R,it?-i' -'+ ? R??" ??'" `. ? titi ° ?, >?. {• R ?P-.• ??? F , - f. -?. ?°. ?r ? t?.. 4 ? ? I .. i ? .? ?, t l '` `` asp' ' '; ?d Ya fx ?a ? t J Opp- k _aa/4 .. 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'tea/. ::n. ? ?$F?Ir: '?K: J-, •??' . •1 •f ??? ?:wy.,?'? - C .?.-; ,- •` t ?,µ yLr.wi" - ` 3 f i ?1i'?acc _rL -. - n..s?.,.,?....•?---•..•- _ ?.e.v,o,®_.? ....,-•?..®wweq.r????r??:?s+a+???-+ _ - ..- e s ??-"4? t ?.mc ? _?.r?_ 'r ?'`?°'°' rr' ?Z., ...?" - .?"4.•,•a? ? •:? °",rt?"' .. ? 3..'f^i^?-. ? ..f? ?, -;:- r. - : r .°--w,,,?y.iy,• -?' .. "1+._''`. '? -.....'. :?. :'??.a`= w.?•^.i-f•, ."?'?. Ai Svc. - -dr ioC ;IV n ? •{e4 gam: ? ? `?t3? y ._ ter`-` a?r..?? .•`??? •\?•z. t Y 1?' L ??. +? ?a x t ?- .s INFORMATION - - .w Wl- CENTER ?y . `'`tr--? _ 1 r? ?(?-1`= ?.•. f/a.s? '" ?? ?,???11' ? Vi=a r.?...?s! . '"R.wtr+... ? ? _ .? A• 't` # ? ' ..-. *; _ ?r -:y.. ...,- - r ~f,s?FS?,, - .... tG•r"y ?` -..a'ti sari, .qy' t?..n; ,?,_ ??y 6.1 ? • ? ..rte ? '•7cn`_ ... - ? .- - -xi • a ? ? u, r r y.`` ?y ? f ? ? P e F yu z '' Z i . i ern, InF ?• ..._,_ _. Y WN F ?`' ?. C . .:>-? ?" ? .gib - # •. _ ? ? - n ,??.???s ? ?` ±*??o+ .rte ?? ? ? ? ? '? wm? Al: a - _ ' ? _ . i .?. !-'??+?'? ?' - _ . .... Awl c - WIN r 4 ? ?', `tF' !wr Y?i IR Y-. .?? j qty. w, t' 7 ?M4 _ R l r ? ?. .a -•_ y Vow- __ ._??- ? _ ..+. ? + ?w+??? fit'. ?1?? ?'-'ii l ?' - - ` ?, _ ? .. "ilk ?E T,'lqjjjjjjjjjjMWW7l P?? 71 -7- !cam. t*? x } ,s ppff ?c to .. t r C 4 ?1C t V owve c r 4 ` -Ad ter, xp? ?- _ t - ,Feb 22b 07 11:40a 727-733-0083 p.2 Owner hereby dedicates to the City of Clearwater, Association and all providers of emergency, mail, sanitation, governmental, telephone, electric, cable television and other public & quasi-public utilities and similar services, an easement over the paved surfaces within Tract A-1 and the access easement areas lying within Lots 25 and 26, as from time to time may exist, for ingress and egress to perform their official duties and obligations. A perpetual easement for ingress and egress over and across the paved surfaces within Tract A-1 and the access easement areas lying within Lots 25 and 26, as from time to time may exist, is also dedicated for the benefit of the owners of the lots and tracts within this plat, their invitees, licensees and mortgagees. If the paved surfaces within the access easement areas lying within Lots 25 & 26 are ever removed (upon the City of Clearwater's approval), the access easement areas within said Lots shall be considered to be immediately terminated. Owner hereby dedicates to the City of Clearwater and Association the Conservation Easements shown hereon and agrees that any activities within these specific easement areas shall be subject to the terms, conditions and restrictions listed within the Conservation Easement / Upland Preservation Area NOTE that is contained herein. l\ Owner hereby dedicates the wall/fence/landscape, drainage and utility easements as well as the access easement lying within Lots 19 and 20 to Association. The " ity o le a er`is hereby granted a non-exclusive perpetual drainage easement over those portions of Tract A-1 that do not contain entry, walls / gates or signage. The City of Clearwater and utility companies providing service to this property are hereby granted non-exclusive perpetual easements for the installation and maintenance of utility lines within the utility easements shown herein as well as within those portions of Tract A-1 that do not contain entry walls / gates or signage. The drainage and utility easement rights being granted over Tract A-1 does NOT include any portion of said Tract A-1 that may, from time to time, contain entry walls / gates or signage. The easement rights over that specific portion of Tract A-1 will terminate immediately upon the approval and issuance of a construction permit for said facilities. -Owner- RENAISSANCE OAKS, LLC A Florida Limited Liability Company As Witness (Printed Name) (Printed Name) a ? 33, P RECEIVED FEB 2 3 2007 Agostino DiGiovanni Manager PLANNING DEPARTMENT CITY OF CLEARWATER eb 22,07 11:40a U) 0 ow ?w C% N/r/L M .11' - "Ea 41 727-733-0083 p.3 p o I 42 ° N 43 0 TRACT A- i 7- 00 0) ^? `! Drainage , m Easement 15' W/F/L 10' W/F/L s494.0(F -44 1507 100.00' 100.00' 0 q u: C rn m N89058'52"W t LEGEND 465.11' O Denotes Found Concrete Monument ¦ Denotes Set Permanent Reference Monument (PRM) - 4"x4" - (LB 6472) 1 • Denotes locations where "monuments" will be set pursuant to Florida Statute 177.091(9). A Denotes Permanent Control Point (PCP) to be set pursuant to Florida Statute 177.091(8) CE Denotes Conservation Easement (See Note) CCR Denotes Certified Corner Record CST Denotes Clear Sight Triangle RECEIVED (XXX) Denotes Corner Marking ESMT. Denotes Easement FEB 2 3 2007 * Denotes 10' Wide Drainage & Utility Easement ** Denotes Drainage Easement (Size as Noted) PLANNING DEPARTMENT CITY OF CLEARWATER FCM Denotes Found Concrete Monument FIR Denotes Found Iron Rod FN+D Denotes Found Nail & Disc FOP Denotes Found Open Pipe INC. Denotes Incorporated LB Denotes Corporate Certificate Number LS (N/C) Denotes Denotes Professional Land Surveyor No Cap ??j j NTS Denotes Not to Scale (? 0/A Denotes Overall ? ?j OR Denotes Official Records Book Vv PB Denotes Plat Book PCED Denotes Pinellas County Engineering Department Pg(s) Denotes Page(s) POB Denotes POINT OF BEGINNING POC Denotes POINT OF COMMENCEMENT PRM Denotes Permanent Reference Monument (R) Denotes a line that is radial to the intersecting curve. Unless denoted radial, all Lutes are to be considered as non-radial. R Denotes Radius R/W Denotes Right of Way SF Denotes Square Feet Typ. Denotes Typical J UrA -Lieumes-wgiana Treservativw° ez :,:?E?CC I+z+? ,.u0V-.5r W/F/L Denotes Well/Fence/Landscape & Drainage Easement 10 LOT/TR. LI NOTE: Nothin, half fe erectec within CLEM 14W_ 140? WSL Denotes Wetland Setback Line (See Plat Notes) withiacea FIR , ne ,/2" (LB 021) South Line of N. 165.00' N89'44'54"E I PRM of NW 1/4 of SW 1/4 n m Replaced with PRM of Section 33 r C M N 560.00 tD 0 N ' o 135.50' 102.00' 102.00' 102.00' 118.50' _ - - co 10' W/F/L o -?-30.00' ss j j 15' W/F/L -? S f° 10' tili M $ o ?WSL °z zo Qz Easement zoI j j a g N i g °N 4 °N 3 °N 2 °I jN 1 I o O o o O 0 1 O p //?? ° I ?g Ooe5 I U? I W ee Detoil)? ", Sh6e?e°RiettY 5'7f2.1 I 1 1- - (SCST Of c3 C o - - - - - - - - 102.00' 102.00' 10200' 1' C4 34.+7L,1, r m o I G5 L2 333.85' 0/A o w (- y I / 25.00' M 0 426.37' N89"44'54"E TRACT A-1 ° 2500• RENAISSANCE DRIVE - 0; Z L4 C6 333.85' O /A L6 o N CZ G2? _ _ 44.51'- - - 94.00' - - - - 94.00 94.00' C2` 35.03" M 0 ? / - -- --?- -- - `029- 0 f I CST -1 Gt2PA G`Zj ( (See Detail) F 10' W/F/L N cn cn cn 50.00' 40 41 42 N J 0 -n W N 43 LaTRACT A- °°' W M CD ? Drainage D WSL I- 10' W/F/L m r Easement 0 I -?I 15' W/F/L Z J 0 I 10 W/F/L N c)) O L----- -------- ------- - -------- ----? W 83.11' 94.00' 94.00' 94.00' 100.00' 0 Y' 100.00 °C OD T co rn o N89'58'52"W N LEGEND 465.11' Denotes Found Concrete Monument Denotes I NOT PLATTED ¦ (? 8472) et Permanent Reference Monument (PRM) - 4"g4" - T m ' z 4?1 W 0 .11 ?' `` • Denotes locations where "monuments" will be set pursuant to? n Z n Florida Statute 177.091(9). CAD • Denotes Permanent Control Point (PCP) to be set pursuant tj r?j Florida Statute 177.091(8) o m C , CE Denotes Conservation Easement (See Note) r`f R Tlc +n Q A=nnul Jan 29 07 02:23p Outside Interests Inc. 727-538-2767 p.1 TREE INVENTORY AND PRUNING SPECIFICATIONS RON LITTS CERTIFIED ARBORIST FL-0996A WORK REQUESTED BY: Ron Letize of Degiovanni Homes SCOPE OF WORK: Conduct an inventory of all the trees on this site that will be involved in development- On January 26, 2007 I inspected the trees at Renaissance Oaks and inventoried the trees as found on my spread sheet. All pruning must be done in accordance with A.N.S.I. A300 standards and supervised by an 1. S. A. Certified Arborist. All dead wood shall be removed from these trees greater than two inches in diameter. Reduce limbs with weak attachments by up to 30 % of length. I affirm that my opinions have been made in total good faith, based on the facts presented during my inspection, with no coercion from others. I further affirm that I have no interest with the parties or people involved with this issue, nor any interest with regard to the outcome. My responsibilities to the City of Clearwater and the Public Trust end with this report. I have no responsibility to inspect or ensure any or all of the recommendations made in this report are executed, planned, or implemented. This report does not fall under the category of Privileged Information or Confidential Work product. To simplify information in this report, it is sometimes necessary to use trade names of products. No endorsement is intended, nor is criticism implied of similar products which are not mentioned. Read all pesticide labels carefully before using. Remember the label is the law. Since Ron Litts I. S- A. Certified Arborist FL-0996A ?zq Tree Number 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 Tree DBH T8- 28 36 8 8 15 10 10 10 24 18 36 12 12 4 18 18 4 18 15 15 24 20 8 8 18 10 12 15 12 6 6 10 10 24 42 6 18 15 15 30 48 Tree Live Oak (Quercus virigana) Laurel Oak (Quercus hemisferia) Live Oak (Quercus virigana) Water Oak (Quercus nigra) Water Oak (Quercus nigra) Live Oak (Quercus virigana) Sand Live Oak (Quercus geminata) Sand Live Oak (Quercus geminata) Sand Live Oak (Quercus geminata) Slash pine (Pinus ellittoii) Live Oak (Quercus virigana) Laurel Oak (Quercus hemisferia) Water Oak (Quercus nigra) Live Oak (Quercus virigana) Water Oak (Quercus nigra) Slash pine (Pinus ellittoii) Live Oak (Quercus virigana) Live Oak (Quercus virigana) Slash pine (Pinus ellittoii) Slash pine (Pinus ellittoii) Slash pine (Pinus ellittoii) Slash pine (Pinus ellittoii) Laurel Oak (Quercus hemisferia) Live Oak (Quercus virigana) Laurel Oak (Quercus hemisferia) Live Oak (Quercus virigana) Laurel Oak (Quercus hemisferia) Laurel Oak (Quercus hemisferia) Laurel Oak (Quercus hemisferia) Diamond leaf Oak (Quercus laurifolia) Laurel Oak (Quercus hemisferia) Live Oak (Quercus virigana) Sabal palm (Saba) palmetto) Sabal palm (Saba) palmetto) Live Oak (Quercus virigana) Laurel Oak (Quercus hemisferia) Live Oak (Quercus virigana) Laurel Oak (Quercus hemisferia) Water Oak (Quercus nigra) Laurel Oak (Quercus hemisferia) Live Oak (Quercus virigana) Live Oak (Quercus virigana) Tree Rank Rank Cause 3 2 mid. M: iss res, 4 4 2 ............................................................................ butt rote deca.:VjJUngai:.eonks _ .:::.........:: - ---- -...........-...-.:....: 5 5 5 .................................................. . .. 3 .................. ..... .. .............................................................................. .......................................:.:......:............................. 4 2 e.:©diiairielidericlie;lark; fissu:r:.e5 .......:...:...:.......::....:...... ....:...............:.........:........... 4 4 3 ._.....--....__.......... _................ _..... ............................................................................... 1e.? .. 4 4 4 5 4 stubs deadwood ' ;:: 3 tip bores, dieback 4 2 ............................................................................ - - -- -- - ---------------- t±N?streesiroHii?girtoeachother 2 ck codom Alibi 3 codom dieback 2 codom dieback 3 dieback 3 dieback 4 3 structure 3 structure 3 structure 3 structure 2 .... two:trees lst.,is dead . ..............._........ ...... 4 4 4 Tree Number Tree DBH Tree Species Tree Rank Rank Cause 74 6 Live Oak (Quercus virigana) 3 StrUCtiiire 75 8 Live Oak (Quercus virigana) 2 bad structure needs pruned 76 6 Live Oak (Quercus virigana) 2 bad structure needs pruned 77 6 Live Oak (Quercus virigana) 3 bad structure needs pruned 78 12 Live Oak (Quercus virigana) 2 bad stricture needs pruned 79 8 Live Oak (Quercus virigana) 3 structure 80 6 Live Oak (Quercus virigana) 3 structure 81 6 Live Oak (Quercus virigana) 3 structure 82 4 Live Oak (Quercus virigana) 3 structure 83 12 Live Oak (Quercus virigana) 2 codom::in..cluded .':....... : ...._:_ _ ......::..::...:.._....._:........._ 84 12 Live Oak (Quercus virigana) 4 85 10 Live Oak (Quercus virigana) 4 86 4 Laurel Oak (Quercus hemisferia) 4 87 6 Laurel Oak (Quercus hemisferia) 4 88 8 Live Oak (Quercus virigana) 1 large abiotiC tlarr?age 89 6 Live Oak (Quercus virigana) 5 90 12 Live Oak (Quercus virigana) 5 91 4 Water Oak (Quercus nigra) .... 3 ......................................................................... structure 92 4 Water Oak (Quercus nigra) 3 structure . .......... 93 6 Live Oak (Quercus virigana) 4 94 4 Water Oak (Quercus nigra) 4 95 6 Water Oak (Quercus nigra) 4 96 12 Water Oak (Quercus nigra) 4 102 10 Live Oak (Quercus virigana) 4 103 15 Live Oak (Quercus virigana) 5 104 6 Water Oak (Quercus nigra) 4 105 4 Water Oak (Quercus nigra) 4 106 4 Water Oak (Quercus nigra) 3 cleback 107 10 Water Oak (Quercus nigra) 5 108 20 Live Oak (Quercus virigana) 4 109 8 Laurel Oak (Quercus hemisferia) 4 110 8 Laurel Oak (Quercus hemisferia) 4 111 28 Live Oak (Quercus virigana) 5 112 4 Laurel Oak (Quercus hemisferia) 4 113 12 Laurel Oak (Quercus hemisferia) 4 114 10 Laurel Oak (Quercus hemisferia) 4 115 4 Laurel Oak (Quercus hemisferia) .... 1 .......................................................................... Cfieing; ........ 116 12 Laurel Oak (Quercus hemisferia) 4 117 12 Water Oak (Quercus nigra) 4 118 6 Water Oak (Quercus nigra) 4 118a 8 Water Oak (Quercus nigra) 4 119 4 Laurel Oak (Quercus hemisferia) .... 3 .......................................................................... diiebaek;;;!;;;; Tree Tree Tree Tree Rank Number DBH Species Rank Cause 120 15 Laurel Oak (Quercus hemisferia) 4 121 12 Laurel Oak (Quercus hemisferia) 4 122 8 Water Oak (Quercus nigra) 4 123 20 Live Oak (Quercus virigana) 5 124 6 Water Oak (Quercus nigra) 4 125 16 Water Oak (Quercus nigra) 3 .......... cado[n included ... 126 4 Live Oak (Quercus virigana) 4 127 15 Live Oak (Quercus virigana) 3 128 10 Live Oak (Quercus virigana) 4 129 15 Live Oak (Quercus virigana) 4 130 18 Laurel Oak (Quercus hemisferia) 4 131 4 Laurel Oak (Quercus hemisferia) 3 132 10 Laurel Oak (Quercus hemisferia) 4 133 10 Live Oak (Quercus virigana) 4 134 10 Laurel Oak (Quercus hemisferia) 4 135 12 Live Oak (Quercus virigana) 4 136 10 Laurel Oak (Quercus hemisferia) 4 137 6 Live Oak (Quercus virigana) 4 138 12 Laurel Oak (Quercus hemisferia) 4 139 10 Live Oak (Quercus virigana) 4 .......... ............................................................ .. 140 18 Live Oak (Quercus virigana) 2 coclom iricltadd 141 12 Live Oak (Quercus virigana) 4 142 8 Live Oak (Quercus virigana) 4 143 6 Laurel Oak (Quercus hemisferia) 4 144 12 Laurel Oak (Quercus hemisferia) 4 145 10 Live Oak (Quercus virigana) 4 146 36 Live Oak (Quercus virigana) 4 147 4 Laurel Oak (Quercus hemisferia) 4 148 8 Laurel Oak (Quercus hemisferia) 4 149 4 Water Oak (Quercus nigra) 3 150 10 Water Oak (Quercus nigra) 4 151 18 Live Oak (Quercus virigana) 4 152 4 Laurel Oak (Quercus hemisferia) 4 153 10 Water Oak (Quercus nigra) 4 154 12 Camphor tree (Cinnamomum camphora) 4 155 15 Live Oak (Quercus virigana) 4 156 6 Laurel Oak (Quercus hemisferia) 4 157 Is Laurel Oak (Quercus hemisferia) 3 ; diebaek 158 8 Water Oak (Quercus nigra) 4 159 10 Live Oak (Quercus virigana) 4 160 12 Laurel Oak (Quercus hemisferia) 3 diebacK ....', 161 4 Laurel Oak (Quercus hemisferia) 4 Tree Tree Tree Tree Rank Number DBH Species Rank Cause 162 10 Laurel Oak (Quercus hemisferia) 4 163 6 Laurel Oak (Quercus hemisferia) 4 164 18 Live Oak (Quercus virigana) 4 c0dam 165 8 Laurel Oak (Quercus hemisferia) 4 166 8 Laurel Oak (Quercus hemisferia) 4 167 24 Live Oak (Quercus virigana) ..... 4 ......................................................................... codom 168 6 Laurel Oak (Quercus hemisferia) 4 169 18 Live Oak (Quercus virigana) 4 170 6 Water Oak (Quercus nigra) 4 171 15 Live Oak (Quercus virigana) 4 172 8 Laurel Oak (Quercus hemisferia) 4 173 6 ------------- 174 10 Live Oak (Quercus virigana) 4 175 10 Laurel Oak (Quercus hemisferia) 4 175#2 10 Live Oak (Quercus virigana) 4 176 16 Live Oak (Quercus virigana) 4 177 12 Water Oak (Quercus nigra) 4 178 15 Live Oak (Quercus virigana) 2 bad;abiotic damage 179 15 Live Oak (Quercus virigana) 4 180 16 Live Oak (Quercus virigana) 4 181 6 Laurel Oak (Quercus hemisferia) 4 182 48 Live Oak (Quercus virigana) 5 183 40 Live Oak (Quercus virigana) 4 183a 24 Live Oak (Quercus virigana) 4 184 8 Laurel Oak (Quercus hemisferia) 185 12 Slash pine (Pines ellittoii) 4 186 12 Laurel Oak (Quercus hemisferia) 4 187 30 Laurel Oak (Quercus hemisferia) 4 188 8 Laurel Oak (Quercus hemisferia) 4 189 20 Laurel Oak (Quercus hemisferia) 4 190 15 Laurel Oak (Quercus hemisferia) 191 12 Live Oak (Quercus virigana) 4 192 8 Laurel Oak (Quercus hemisferia) 3 diebCk 193 24 Laurel Oak (Quercus hemisferia) 4 194 18 Water Oak (Quercus nigra) 4 195 12 Sabal palm (Saba) palmetto) 4 196 10 Live Oak (Quercus virigana) 4 197 15 Sabal palm (Sabal palmetto) 4 198 24 Densa Slash pine (Pinus ellittoii)d 2 dzeback.b0reS 199 8 Water Oak (Quercus nigra) 4 200 12 Wax Myrtle (Myrica cerifrea) 4 501 10 Laurel Oak (Quercus hemisferia) 4 Tree Number 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 527a 528 529 530 531 532 533 534 535 536 537 537a 538 539 540 540a Tree DBH 12 12 12 8 18 24 10 20 24 15 10 28 4 8 12 15 10 4 24 12 6 8 4 16 18 24 15 10 8 6 10 18 12 24 16 16 15 16 15 6 20 Tree Tree Rank Rank Cause Sabal palm (Saba) palmetto) Live Oak (Quercus virigana) Laurel Oak (Quercus hemisferia) Laurel Oak (Quercus hemisferia) Slash pine (Pinus ellittoii) Laurel Oak (Quercus hemisferia) Live Oak (Quercus virigana) Slash pine (Pinus ellittoii) Slash pine (Pinus ellittoii) Laurel Oak (Quercus hemisferia) Laurel Oak (Quercus hemisferia) Slash pine (Pinus ellittoii) Swamp Bay (Persea palustris) Laurel Oak (Quercus hemisferia) Sabal palm (Saba) palmetto) Slash pine (Pinus ellittoii) Laurel Oak (Quercus hemisferia) Laurel Oak (Quercus hemisferia) Slash pine (Pinus ellittoii) Slash pine (Pinus ellittoii) Laurel Oak (Quercus hemisferia) Live Oak (Quercus virigana) Laurel Oak (Quercus hemisferia) Laurel Oak (Quercus hemisferia) Slash pine (Pinus ellittoii) Slash pine (Pinus ellittoii) Sabal palm (Saba) palmetto) Laurel Oak (Quercus hemisferia) Swamp Bay (Persea palustris) Laurel Oak (Quercus hemisferia) Laurel Oak (Quercus hemisferia) Saba[ palm (Saba) palmetto) Sabal palm (Saba) palmetto) Southern Magnolia (Magnolia grandiflora) Laurel Oak (Quercus hemisferia) Camphor tree (Cinnamomum camphora) Live Oak (Quercus virigana) Laurel Oak (Quercus hemisferia) Laurel Oak (Quercus hemisferia) Laurel Oak (Quercus hemisferia) Live Oak (Quercus virigana) Slash pine (Pinus ellittoii) 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 4 4 4 2 4 4 2 2 4 4 4 C ................................................................... cod?m itlduded .............. dieback diebacK Tree Tree Tree Tree Rank Number DBH Species Rank Cause 541 40 Live Oak (Quercus virigana) 3 girdled roots south side 541a 12 Slash pine (Pinus ellittoii) 4 542 15 Live Oak (Quercus virigana) 4 543 24 Slash pine (Pinus ellittoii) 544 6 Laurel Oak (Quercus hemisferia) 2 deeliofiv,i diy 545 8 Laurel Oak (Quercus hemisferia) :::...: ..:...:.:. ..:. 45 ........ .... ,?<'? >`r<`'`>`>' ..... ................................,.......... 9:. .................. .......................................:...::,.:.:::........:.............. 548 30 Live Oak (Quercus virigana) 4 549 36 Live Oak (Quercus virigana) 4 550 12 Live Oak (Quercus virigana) 4 551 20 Slash pine (Pinus ellittoii) 4 552 10 Laurel Oak (Quercus hemisferia) 4 553 15 Laurel Oak (Quercus hemisferia) 4 554 4 Laurel Oak (Quercus hemisferia) 4 555 8 Laurel Oak (Quercus hemisferia) 4 556 6 Laurel Oak (Quercus hemisferia) 4 557 12 Water Oak (Quercus nigra) 2 d etiae{i ; ;;;;;;:::::: 558 18 Live Oak (Quercus virigana) 4 559 15 Slash pine (Pinus ellittoii) 4 560 36 Live Oak (Quercus virigana) 4 561 8 Live Oak (Quercus virigana) 4 562 8 Live Oak (Quercus virigana) 4 563 6 Laurel Oak (Quercus hemisferia) 4 564 13 Live Oak (Quercus virigana) 4 565 4 Laurel Oak (Quercus hemisferia) 4 566 44 Live Oak (Quercus virigana) 4 566a 25 Live Oak (Quercus virigana) 4 566b 35 Camphor tree (Cinnamomum camphora) 4 567 20 Slash pine (Pinus ellittoii) 4 568 15 Live Oak (Quercus virigana) 4 ... ........................................................................... 569 12 Water Oak (Quercus nigra) 3 570 5 Laurel Oak (Quercus hemisferia) 4 571 15 Live Oak (Quercus virigana) 4 571a 24 Laurel Oak (Quercus hemisferia) 2 tfl}d power lire tree 572 16 Laurel Oak (Quercus hemisferia) ... 3 . .................................................................;;:::;: ......... Tope .. d !pouverliie flee:::: 573 12 Laurel Oak (Quercus hemisferia) 4 574 12 Laurel Oak (Quercus hemisferia) 2 toped poweelihe tree 575 10 Live Oak (Quercus virigana) 4 576 16 Live Oak (Quercus virigana) 3 codorn decline .:.... 577 24 Live Oak (Quercus virigana) 3 iodomdodme .. ... 578 15 Water Oak (Quercus nigra) 3 Tree Tree Number DBH Tree Tree Rank pecies Rank Cause 579 18 Live Oak (Quercus virigana) 4 580 15 Live Oak (Quercus virigana) 4 581 15 Live Oak (Quercus virigana) 4 582 30 Live Oak (Quercus virigana) . 4 ......:::::.:::: :............... ....................::::::.:.. :::::::::::::::.:......... .... .............. . .................. .....:......................;..,........:.............., 584 8 Live Oak (Quercus virigana) 4 585 8 Laurel Oak (Quercus hemisferia) 4 586 15 Laurel Oak (Quercus hemisferia) .............................................................................. 2 to d pourer line tree 587 10 Laurel Oak (Quercus hemisferia) 2 doped ,0Ower,lif,e:tree _ -..-- .............................................................................. 588 10 Laurel Oak (Quercus hemisferia) 2 fOC (JOWL'fhilEa ................................ 589a 20 Laurel Oak (Quercus hemisferia) 4 590 48 Live Oak (Quercus virigana) 4 592 6 Live Oak (Quercus virigana) 4 593 4 Laurel Oak (Quercus hemisferia) 4 594 16 Live Oak (Quercus virigana) 4 600 6 Laurel Oak (Quercus hemisferia) 4 602 40 Live Oak (Quercus virigana) 3 abped peWpr Nne tree ....................... :.::......... . ........ :. . ::..............::::...................................................:......:::::- ..........._................................:................:... :.:.:.:.;:.;:.;;:.;>::.;:<.>:::.;;;;;:.;;;;:.;:.;:.:.;;:.:.;;:.;;:.;;>:.;>;;;:.;;::.;:; . .. . 604 12 Live Oak (Quercus virigana) 4 a1s} ed poviera ieai'e NORTH R/W LINE WNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA JOB No. 060070.43 SECTION 33, TO I LEGEND: N O 0 0 0 0 EOP RENA/SSAIVCE DRl VE- TRACT A-7 20' ASPHAL T R/W VARIES EOP 2' CONC CURB-l FCIR 5/8" SOUTH R/W LINE . LB6357? BASIS OF BEARING . 10' DRAINAGE AND UTILITY EASEMENT ?v 180 24" "4I U1Q I 10" 3 10 t,?1,1JD? o O 0 C% s m v 151..E ? j .. L0T 42 )l w N N N N89°44'54-E(P)(M) 94.00'(P)(M) L 07- 4,3 STORM INLET On 0 0 0 0 rn IT! 5 CIR _ N GRAPHIC SCALE 20 0 10 20 ( IN FEET ) I inch = 20 ft w N 0I V 17 FCIR 5/8" LB6357? C° 10' WALL/FENCE/LANDSCAPE 0 AND DRAINAGE EASEMENT 8" 6* 1?V ); --6' PVC FEN N SANITARY /-CONNECTION rn 0 N89°58'52"W(P)(M) 94.00'(P)(M) UNPLA TT,.--D LAND 281., 1 3(l 36' ( 1, PVC FENCE _t \I-- FCIR 5/8" H LB6357 TRACT A-2 Drainoge Eosemen t FCM = ruuNO CONCRETE MONUMENT LB = LICENSED BUSINESS FIR = FOUND IRON ROD ID = IDENTIFICATION FCIR = FOUND CAPPED IRON ROD PLS = PROFESSIONAL LAND SURVEYOR FIP = FOUND IRON PIPE PSM = PROFESSIONAL SURVEYOR & MAPPER FPIP = FOUND PINCHED IRON PIPE FPKND = FOUND PARKER KALON NAIL & DISK CB = CHORD BEARING EL = ELEVATION ORB = OFFICIAL RECORDS BOO( WM = WATER METER PG = PAGE O = ORATE INLET PB = (P) = PLAT BOOK PLAT BBO = BAR-B-OUE (M = MEASU PP = POWER POE RED CG = CURB AND GUTTER F = FIELD CSW = CONCRETE SIDEWALK R = RADIAL CLF = CHAIN LINK FENCE C CALCULATED C = PALM TREE FND = FOUND 5256 LLF.EL = LOWEST LIVING FLOCK ELEVATION = PROPOSED ELEVATION C.B.S. = CONCRETE BLOC( STRUCTURE ? _ OAK TREE CONC. = CONCRETE {} - PINE TREE SCIR = SET CAPPED 5/8' IRON ROD LB 6928 *IS" A/C .= AIR CONDITIONER . = MEASURED ELEVATION LEGAL DESCRIPTION: LOT 43, RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 133, PAGES 3 TO 7 INCLUSIVE, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I . SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF FIELD WORK: 12-14-06 . 01-10-07 ACK W.'SMFLi, PSM Nd. 61.40 / PROFESSIONAL -SRVEYOR,& MAPPER NOT VALID WITHOUT THE S! Nr•TL4RE ANSI ORIGiNAL RAISED SEAL OF A FLORIDA LICENSED `SURVEYOR. AND MAPPER SURVEYORS NOTES:- BEARINGS ARE BASED ON THE SOUTH RIGHT OF WAY LINE OF RENAISSANCE DRIVE HAVING A BEARING OF NORTH 89'44'54" EAST PER PLAT. NO UNDERGROUND UTILITIES, UNDERGROUND ENCROACHMENTS OR UNDERGROUND FOUNDATIONS WERE MEASURED AS PART OF THIS SURVEY, UNLESS OTHERWISE NOTED. ELEVATIONS ARE BASED ON PINELLAS COUNTY DISC IN CONCRETE HAVING AN ELEVATION OF 38.23 FEET, NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). CANNOT FIND PROPOSED ELEVATION DATUM ON PROVIDED ENGINEERING PLANS PREPARED BY GOVERNALE ENGINEERING SERVICES, INC., DATED 11-12-04. BUILDING ELEVATION MEASURED FROM GRADE TO MIDLINE OF MAIN ROOF IS 17'-10". HUD/FIA F.I.R.M. COMMUNITY PANEL Nc. 12103C 0089G DATED: 09-03-03 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 12-14-06 FIELD BOOK 99176A FOUNDATION SURVEY PAGES 4 KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 X15" IV UI\nIINHVL- OL U IILI I I Ln JLIYILIV 1 O SCIR 102.00'(P) SCIR J 102.00'(P) L ON 33, TOWNSHIP 28 SOUTH, RANGE i6 EAST, PINELLAS COUNTY, FLORIDA N89°44'54"E 333.85'(P) JOB No. 060070.42- RE/VA155AACE DR/ VE (TRA C T A - /,) 20' ASPHAL T 50' R/W PER PLA T 2' CONC. N N CURB a GUTTER N89° 44'54"E 333.85'(P) SCIR 94.00'(P) 94.00'(P) SCIR 94.00'(P)(M) Tco) 10' DRAINAGE & UTILITY EASEMENT 018- 24" 10 r)010" ?}10 N LOT 47 GRAPHIC SCALE 20 20 ( IN FEET ) I inch = 20 fL 94.00'(P) LEGEND: FCM = FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PVCF = PVC FENCE PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & (P) = PLAT DISK (M) = MEASURED CLF = CHAIN LINK FENCE (F) = FIELD HWF = HOG WIRE FENCE (R) (C) = RADIAL = CALCULATED LLF,EL. = LOWEST LIVING FLOOR ELEVATION (D) = DEED = POWER POLE FND = FOUND OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE LEGAL DESCRIPTION: LOT 42 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF MELD WORK: 01-12- rr 0 0 / .. ??, 01-16-07 p 0 15" o JACK W. SMITTI, PSM No. 6140 'Jy ca LOT 42 0 ? PROFESSIONAL, SURVEYOR' ? MAPPER rri VACANT rri LOT 43 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL _ W W OF A FLORIDA LICEN5E0 SURVEYOR AhID MAPPER N N SURVEYORS NOTES: v 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, v .". ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF ' ' ° NORTH 00 11 22 WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/RA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X FCIR 5/8" TYPE OF SURVEY DATE TYPE OF SURVEY DATE - - LB6357 - - - - - - - - - PROP. HOUSE LOC. FINAL SURVEY - - - - 10 WALL/FENCE/LANDSCAPE Li - - - - - - - - - - - HOUSE STAKEOUT UPDATE SURVEY a j - AND DRAINAGE EASEMENT 94.00'(P)(M) PVCF CE 94.00'(P) BOUNDARY SURVEY 01-16-07 FIELD BOOK SEE == :a ?z Q =CL= FOUNDATION SURVEY PAGE } SCIR ' 0 " ' 1 , S FOLDER 58 N89 52 W 465.11 (P) m m KLEIN & STAUB SURVEYING INC , . 0 0 UNPLA TTED LAND PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 ? i 4-q? 18" RE/VA/SSANCE r 18" 20' ASPHAL T / SCIR / N /, cal N SCIR C25 44.51'(P)(M) SCIR i 6, SCIR / Gr?k SCIR C23 / A r ? ?b 4- CA V 4' CLF 6' PVC FENCE 50.00' P)(M) LOT 40 S89° 43'29"W SCIR VACANT 270.00'(P) -' 0 FCM 4"x4"z ` N LB6472 ?f 5 FENCE CORNER 0. 6' N & 0.6' E 12- Z 0 0 O ` N -? n m zz m G v RAPHIC SCALE E 20 20 v ?% m m " 012- -` FCM 4 x4" ( IN FEET) LB6472 83.11' (P)(M) 1 inch = 20 fk FENCE CORNER 0.8' N & 0.7' E LINE TABLE LINE LENGTH BEARING L3 27.95 SOO°15'06"E CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C24 21018'47" 125.00 46.50 46.23 N59°17'03"E C25 40° 58'29" 75.00 53.64 52.50 S69° 15'39"W rn w JOB No. 060070.40--1 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA DRl VF rTRA C T A - 0 50' R/W PER PLA T - 2' CONC. CURB & GUTTER FCM = FOUND CONCRETE MONUMENT FIR = FOUND IRON ROD - - FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK _ PG = PAGE _ PR = PLAT BOOK (P) = PLAT (M) = MEASURED (F) = FIELD (R) = RADIAL (C) = CALCULATED (D) = DEED _ FND = FOUND OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE N8 044'54"E 333.85'(P) 0 94.00'(P) 010' DRAINAGE & UTILITY EASEMENT LEGEND: C.B.S. = NCRETE BLOCK STUCCO CONC = CONCRE . SCIR TE = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF,EL, = LOWEST LIVING FLOOR ELEVATION -o- = POWER POLE LEGAL DESCRIPTION: LOT 40 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. N O O N C m 3 Q 6- I SURVEYORS CERTIFICATION: CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF FIELD WORK: 01-12-07 LOT 41 01-16-07 'r JACK W. SMITH, PSM No. 6140 PROFESSIONAL SURVEYOR & MAPPER NOT VALID WITHOUT THE SIN,417i1RE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED $1JRVEYOR AND' MAPPER SURVEYORS NOTESc 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON NA.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 °0 10' WALL/FENCE/LANDSCAPE ^ j o AND DRAINAGE EASEMENT SCIR - f N890 58'52"W 465.11'(P) 00 6 UNPLA TTED LAND HUD/FIA F.I.R.M. COMMUNITY PANEL No . 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-16-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 10' DRAINAGE & UTILITY EASEMENT 105.00'(P) N89° 44'54"E 172.53'(P) 20" O O ° SCI PA TRICK PLA CE_ rTRA CT A_ 20' ASPHAL T 50' R/W PER PLA T N v N89° 44'54"E SCIR t1O 18" L OT 34 024' / SC 33.35'(P) SCI 0 N 210.00'(P 105.02'(P) 10' DRAINAGE & UTILITY EASEMENT o 0 015" J 80 N L O T 33 o? N VACANT ?/v GRAPHIC SCALE 20 0 10 20 015" ( IN FEET ) I inch = 20 fL N89° 41'58"E 130. CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C28 89°57'04" 25.00 39.25 35.34 N45°16'34"W LOT 35 LOT 32 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA \ FCM FIR FCIR FIP FPIP CB ORB PG PB (P) (M) (F) (R) (C) (D) FND LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC, = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PLS = PROFESSIONAL LAND SURVEYOR PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK EL, = ELEVATION (L = CENTERLINE LLF,EL, = LOWEST LIVING FLOOR ELEVATION = POWER POLE = PINE TREE = UNKNOWN TREE SCIR 024" 13 z O O 00 . O N N m _0 JOB No 060070.33 I I `C y I? y I 611 z O O CO O N 00 J W O n? c G1 N sp ? 00 cZ m A LEGAL DESCRIPTION: LOT 33 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I S FOUND CONCRETE MONUMEN FOUND IRON ROD FOUND CAPPED IRON ROD FOUND IRON PIPE FOUND PINCHED IRON PIPE CHORD BEARING = OFFICIAL RECORDS BOOK PAGE PLAT BOOK PLAT MEASURED FIELD RADIAL CALCULATED DEED FOUND OAK TREE PALM TREE CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF FIELD WORK: 01-10-07 i , 01-11-07 JACK Rl. SMiI}I, PS . No! 6140 PROFESSIONAL SURVEYOR & MAPPER NOT VALID WITHOUT THE SIGNATURE AND, ORIGiNAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SURVEYORS NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 0911'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 2` 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 J Ln i0 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-11-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 f OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 SCIR Z O O 0 EO 0 N w v Cd 0 15 LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC. = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PLS = PROFESSIONAL LAND SURVEYOR PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK EL. = ELEVATION CL = CENTERLINE LLF,EL, = LOWEST LIVING FLOOR ELEVATION -O- = POWER POLE LEGAL DESCRIPTION: ( IN FEET ) 1 inch = 20 ft. V, OO J c O ? W JOB No 060070 .32 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA i . LOT 32 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. O I? vl 0 \I? 1 y I FCM = FOUND CONCRETE MONUMED FIR = FOUND IRON ROD FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING 24" ORB = OFFICIAL RECORDS BOOK PG = PAGE PB = PLAT BOOK (P) = PLAT (M) = MEASURED (F) = FIELD (R) = RADIAL (C) = CALCULATED (D) = DEED v FND = FOUND (P OAK TREE f0 = PALM TREE O = PINE TREE = UNKNOWN TREE I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF FIELD WORK: 01-10-07 1L l01-11-07 ACK 4'd. SMI'N, PSIA' No. 6140 i PROFESSIONAL.'S.URVEYOR 6c MAPPER NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SURVEYORS NOTES:. 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. / 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 tiL HUD/FIA F.I.R.M. COMMUNITY PANEL No . 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X / TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP . HOUSE LOC. FINAL SURVEY Z HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-11-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 U/VPLA TTED LAND SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA SCIR N89°43'29"E 375,1 '(P 0 SCIR JOB No. 060070.26 10 . 0'(P) ' ° 6' PVC: 100.00'(P)(M) f LEGEND: WALL, FENCE, LANDSCAPE 10 1 ' 7 FCM FOUND CONCRETE MONUMENT C,B,S, = CONCRETE BLOCK STUCCO - & UTILITY EASEMENT p 15» ?Q / FIR = FOUND IRON ROD CONC. = CONCRETE - - - - - - - - - - - - - - - - ? 0 // -- - - - - - - - - - FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS 19 f< /? CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PVCF = PVC FENCE WETLAND SETBACK LINE c? Q / I WETLAND PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & AT (P) 'r U SETBACK T = PL DISK LINK MEASURED FENCE ( I r r- LINE F) = FIELD HWF = HOG WIRE FENCE 6 > r (R) = RADIAL (C) = CALCULATED LLF,EL. = LOWEST LIVING FLOOR ELEVATION 0 TWIN12" , / WETLAND LINE D ;a L (D) = DEED V- =POWER POLE FND = FOUND 0 10 42" OAK TREE = PALM TREE 10» 6 5 = PINE TREE 10"q q = UNKNOWN TREE LEGAL DESCRIPTION: LOT 26 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. Z 0 Z/ 0 00 o ! -0 / SURVEYORS CERTIF (CATION: LOT 27 LOT 26 VA CANT ,I TRACT A-4 Droinoge Easement CERTIFIED TO: RENAISSANCE OAKS, LLC rn , ? N LAST DATE OF FIELD WORK: 01-12-07 1-15-07 - ------ JACK W. SMiTH, PSM Na. 6140 PROFESSIONAL :URVEYOR MAPPER f /( NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA UCLINSED 'SURVEYOR AND MAPPER J / SURVEYORS NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, I ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF ` . ' GRAPHIC SCALE NORTH 00 22 WEST. 11 20 0 10 20 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. am m THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN 30.00' ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY. NOT LOCATED. W FEET 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE 1 inch = 20 ft ACCESS / I ELEVATION = 38.23 N o EASEMENT _______ _ - - - - - - - -? - - - - - - - - - - - - - - HUD/FIA F.I.R.M. COMMUNITY PANEL No. 12513900890 1210300089C 10' DRAINAGE & UTILITY EASEMENT ' o / DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X 83.70 (P) 4 100.00'(P)(M) SCIR TYPE OF SURVEY DATE TYPE OF SURVEY DATE SCIR S89° 49'22"W 350.15'(P) PROP. HOUSE LOC. FINAL SURVEY N N ca m HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGE ' S FOLDER z CONC. KLEIN & STAUB SURVEYING INC CURB & GUTTER , . LEA/V/VE CDUR?TRACT_A PROFESSIONAL SURVEYORS AND PLANNERS _ 20' ASPHAL T 50' R/W PER PLA T 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 JOB No. 060070.25 -ISE CTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA - - - - - - LEA A/ V 2E- COUR /---/ ` A C / A -_?_ FCM =FOUND CONCRETE MONUMENT 20' ASPHAL T 50 1?,,--W PER PLA T - - FIR = FOUND IRON D IRON =FOUND CAPPED ROD W N N89° 49'22"E 641.42'(P) SCIR 100,00'(P) 10' DRAINAGE & UTILITY EASEMENT 1a0 r N 0 0 0 W Cl m LOT 24 0 N GRAPHIC SCALE 20 0 10 20 ( IN FEET) 1 inch = 20 fL /1IWn TWIN6" " C) " '4" 010" C) DTWIN6" 6 6 6" ^' 6° TWIN6" (%N4 04" 08" "6 I 10' WALL, FENCE, LANDSCAPE & UTILITY EASEMENT 10 C4" 12" 4" 4" 4" o - - - - ?} 15" o 00.00'(P) 6 6" 12° ° ??g° SCIR 10" S89°49'22"W 875.12'(P) LOT 16 ASPHALT N 100. ACCESS o EASEMENT ASPHALT L--- 30.00' F WETLAND SETBACK LINE LOT 25 VACANT 0 -72 •' 30" WETLAND SETBACK LINE !.1PL..AN TWIN24A _RF -- Vt 100.00'(P)(M) I 10' DRAINAGE o ' I UTILITY EASEMENT °o THE Ci'EST i PLA T 500A- 95, PAGES I SCIR SN&D "/ o! j W 0 FIP FPIP CB ORB PG - 2' CONC. PB CURB & GUTTER (M i / n > fT7'u t- / <z zi, 0 0 r , J FOUND IRON PIPE FOUND PINCHED IRON PIPE CHORD BEARING OFFICIAL RECORDS BOOK PAGE PLAT BOOK PLAT MEASURED (F) = FIELD (R) = RADIAL (C) = CALCULATED (D) = DEED FND = FOUND OAK TREE = PALM TREE - - - - - - - = PINE TREE = UNKNOWN TREE WETLAND LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC. = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF,EL, = LOWEST LIVING FLOOR ELEVATION = POWER POLE SETBACK LEGAL DESCRIPTION: LINE LOT 25 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC 72-73 LOT 17 LAST DATE OF FIELD WORK: 01-12-07 TRACT A-5 O?ainage Easement ??lF' 1-15-07 ?? ~` CK W. SMPTH, PSM No: 6140 PROFESSIONAL SURVEYOR & MAPPER NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SURVEYORS NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = '38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X - - - - - TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE -WETLAND LINE FOUNDATION SURVEY PAGES FOLDER - - - - - - KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 L_EANNE_ COURT (-TRACT A? _ 20' ASPHAL T 50' R,,--W PER PLA 7- 100. 00'(P) 10' DRAINAGE & UTILITY EASEMENT o N GRAPHIC SCALE 20 0 10 20 ( IN FEET ) I inch = 20 fL 1-07-2-7 `^''TRIPLE6" C)4 . & 0 }8" 1 4" 40 10 _& UT1L EASEMENT 4^ 10. 4? a - 0 28""'? 12 12" ? SCI N890 49'22"E 641.42'(P) 100.00'(P)(M) f I SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA 0. 060070.24 WETLAND SET SURVEYORS CERTIFICATION: -? 1n 0 0 " m Z-07- 24 VACAIV T 0 v N ?b A6' ? TWIN6" 08" 04^ `^x'10" ? TWIN6" 06^ v V q 4" _ ?' 1A 0 0? ?o 1 C), ? _ 20" 10 4" 4"N 8 0 lb' DRAIN GE & o S89 4922 w (P) 10^ UTILITY EASEMENT °o ` - - - - SCIR WETLAND SETBACK LINE---- LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC. = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF,EL, = LOWEST LIVING FLOOR ELEVATION --0 = POWER POLE LEGAL DESCRIPTION: LOT 24 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF FIELD WORK: 01-12-07 / 01-15-07 ACK W. `SMiT1, PSM No 6T40 PROFESSIONA_ SURVEYOR ?C MAPPER NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SURVEYORS NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER T FLOOD ZONE: X TWIN24 n PE OF SURVEY ATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY 100.00'(P) / j HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15 LOT 15 I LOT 16 LOT 17 THE CREST PLAT BOOK 95, PAGES'172-73 I I 0 ?) i 06" 06" Z OT 25 FCM = FOUND CONCRETE MONUMENT - FIR = FOUND IRON ROD FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK PG = PAGE 2' CONC. PB = PLAT BOOK (P) = PLAT CURB & GUTTER (M) = MEASURED (F) = FIELD (R) = RADIAL (C) = CALCULATED (D) = DEED 100.00'(P) FND = FOUND OAK TREE = PALM TREE - - - - - -- - = PINE TREE cn 0 = UNKNOWN TREE C TWIN6" { l^''8" 0TIMN4"Q6" 44" G?\ © V \ - - - 1 q s" -12 -07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-8.34-8150 LB 6928 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA JOB No. 060070.22 L_EANNE_ COURT ("TRA C T A _ 20' ASPHAL T 50' R%W PER PLA 7- 71.60'(P) 10' DRAINAGE & UTILITY EASEMENT O O SCI 100 0 =UNKNOWN TREE L 0 T 22 VACANT LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC. = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF,EL. = LOWEST LIVING FLOOR ELEVATION -O- = POWER POLE LEGAL DESCRIPTION: FCM = FOUND CONCRETE MONUMENT FIR = FOUND IRON ROD - - - FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK PG = PAGE PB = PLAT BOOK (P) = PLAT - 2' CONC, (M) = MEASURED CURB & GUTTER (F) = FIELD (R) = RADIAL (C) = CALCULATED (D) = DEED FND = FOUND 100.00'(P) OAK TREE = PALM TREE = PINE TREE N lc LOT 22 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC N v _o 0 m 0 J cn 10' WALL, FENCE, LANDSCAPE - & UTILITY EAS MENT 4- 1 12" 18" 100.00'(P) t J8" C- ?r.IR 6? 10' DRAINAGE & o - - - UTILITY EASEMENT LOT 13 0 LAST DATE OF-F, D WORK: 01-12-07 j LOT 2.3 --- ? ? 01-15-07 JACK ?VWV.SMITK ?PSM Nu. 6140 PROFESSIONAL SURVEYOR & MAPPER NOT VALID WITHOUT. THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SURVEYORS NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST UNE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22° WEST. "L. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. f THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE 06" ELEVATION = 38.23 010. ' v "" 10" 14?6*9-00'(P) 10 12" 10" v\ ?T ^.,'4" 10? 15" 60 4? 10" 18 SCIR 1a? ! ' 00 0 I I 1 8, 41 8. 1 " 4" 10 6" 0 20" 12" (31t 100.00'(P) 6"12?' j2' 11; 89° 49'22"W 1ti 875.12'(P) LOT 14 THE CREST LOT 15 PLA T BOOK 95, PAGES 72-73 HUD/FIA F.I.R.M. COMMUNITY PANEL No . 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FA D BOOK SEE FOUNDATION SURVEY ES FOLDER KTEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 N I n I I I GRAPHIC SCALE 20 0 10 20 IN FEET) 1 inch = 20 fL SCIR 1 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA ? JOB No, 060070.20 2' CONC' FCM = FOUND CONCRETE MONUMEN CURB & GUTTER FIR = FOUND IRON ROD FCIR = FOUND CAPPED IRON ROD L Z-A /VE COURT TRA C T A_ FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE 20' ASPHAL T 50 R/W PER PLA T CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK PG = PAGE PB = PLAT BOOK (P) = PLAT (M) = MEASURED (F) = FIELD (R) = RADIAL (C) = CALCULATED (D) DEED FND = FOUND SCIR = OAK TREE C20 71. ° PALM TREE 10' DRAINAGE & = PING TREE SCIR UTILITY EASEMENT 00 - = UNKNOWN TREE SCI LOT >9 C18 / 0,50?g/? i IS, / 5N9 P / 0. / 65.33'(P) SCIR 0" U) Z-07- 20 0 VACANT 0 W O7 Rt TRACT A-6 lp O 15 1 COULD NOT SET h 312" FALLS IN TREE `p Q " ? 10' WALL, FENCE, LANDSCAPE \9 lW v _ & UTILITY EASEM NT I; N10 8" '? 18" 24 8" C) ?? 0 11u , 4" 12" 6" 15" 6 ` 18 q o M05-10 10 I P) 15" 6"6"0 140.00'(P)(C 8" {"?61? o; 10 low cri 25.00' 10" 10' DRAINAGE & o UTILITY EASEMENT o 25' DRAINAGE o EASEMENT PER ----- ------- PLAT OF THE CREST 7 20' DRAINAGE & LOT 12 UTILITY EASEMENT THE CREST ? PLA T BOOK 95, PAGES O / LOT 27 4 /1g" 1 ?1 J" 10M 4 4 (J WTWIN 6" '100.00'((P)) (?8- CURVE CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C18 91°34'48" 60.00 95.90 86.01 S86°37'36"E 72- 73 LOT 13 LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC. = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HDG WIRE FENCE LLF,EL, = LOWEST LIVING FLOOR ELEVATION - 0- = POWER POLE LEGAL DESCRIPTION: LOT 20 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF FIELD WORK: 01-12-07 01-15-07 JACK W. SMI H, PSM No. 6140 PROFESSIONAL SURVEYOR & MAPPER NOT VALID WITHOUT THE SIGNATURE AND' ORiGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SURVEYORS NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENT'S, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 i FCIRB45 8' 164 25.00' CN I?rn D_ DZ m 10.00' m z R- z O O O ?D Cr (Z l C') D (Ti O (\ (0 (D 1n M r K z MO zv) 1n O D m m ?I 0 0 L? 33.00' AW mW C-) AZ OZ (fi D 00 O A c? ? D 0 m 1n n SCIR 1c? N89° 41'58"E 65.33'(P) TRACT A-6 140.48' / 10 , OR C18 UnCITY EAS Ge & 0• y / LOT 20 SCIR / S 00. SCIR I n I 1 1 \ 0 SCIR / N o 0 JOB No. 060070.19 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA m ° LEGEND: O'. o V FCM FIR = FOUND CONCRETE MONUMENT = FOUND IRON ROD C.B.S. CONC = CONCRETE BLOCK STUCCO = CONCRETE O FCIR = FOUND CAP . PED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 SCIR Ri FIP = FOUND IRON PIPE A/C = AIR CONDITIONER 12.6' FPIP CB = FOUND PINCHED IRON PIPE = CHORD BEARING LB ID = LICENSED BUSINESS = IDENTIFICATION N SCIR ?r iJ \ ORB PG = OFFICIAL RECORDS BOOK = PAGE PVCF PSM = PVC FENCE = PROFESSIONAL SURVEYOR & MAPPER u C PLAT BOOK SN&D = SET PARKER KALON NAIL & p (P) AT =PL K (M) (F) = MEASURED = FIELD CLF DIS =CHAIN LINK FENCE U (R) = RADIAL HWF = HOG WIRE FENCE (C) = CALCULATED LLF,EL, = LOWEST LIVING FLOOR ELEVATION (D) FND = DEED =FOUND = POWER POLE OAK TREE 1 = PALM TREE R0 O I \I 1 } = I PINE TREE ? = UNKNOWN TREE ?y \y ?I v I 2' CONC. CURB & GUTTER 0 0 0 o CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C16 53° 58'05' 25.00 23.55 22.69 N26° 41'00"E C17 94°30'15" 60.00 98.96 88.12 S06°24'56"W LEGAL DESCRIPTION: LOT 19 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. i SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF FIELD WORK; 01-12-07 ,?-- ? 01-15-07 JACK 'N. SMITH, PSM No. 61.40 PROFESSIONAL:SURVEYOR 8c MAPPER I NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SURVEYORS NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No . 1251390089C/1210300089C DATED: SEPTEMBER 03. 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 _B 6928 Z- OT 18 S89° 41'58"W z- 0T 7,9 VACANT I 40' UNNAMED R/W ----- 40.00' !. 13D FND 4" DIAL MONUMENT'S ?-- - 33.00' xC14 mW 0 z °z wD Co 00 0 cow Cr -J m ?0 mTI cn 0 ?D 4' r .y z 0 0 N 0 L Co 4 CA m JOB No. 060070.12 i?- 155.06(P)(M) SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA FCM = FOUND CONCRETE MONUMENT FIR = FOUND IRON ROD FCIR = FOUND CAPPED IRON ROD UNPL A TTED L A ND FIP F PIP FOUND IRON PIPE = FOUND PINCHED IRON PIPE CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK PG = PAGE 0 PB = PLAT BOOK SCIR_ N89* 44'54"E 677.05'(P) P) (M) = PLAT = MEASURED (F) = FIELD ' 4' HWF OC 115 (R) = RADIAL ? } C . CC) = CALCULATED ?? ' " )20 =DEED ? FN FND =FOUND - OAK TREE f 'i " 8 12" ? 9 = = PALM TREE PINE TR C)8" 1 EE UNKNOWN TREE 1?W ll 30 TWIN20" 08. 012 i 60 IV ()TRIPLE24" i LOT 12 VACANT I 10 O ?D Cr r? ?0 mm D` CQ r mD K: z M° z? ?0 D m SCI X5,00' CN ?cn r mD U1 D m ?": rmi I zRo 1 S890 41'58"W 109.46 I 0 LOT 73 lb `ti'TWINS"I I X" 024' Iq? 15 ? ? 9? zz N 4, `x'12"I ? q LOT 71 it, 0) 0' N W X v GRAPHIC SCALE 20 0 10 20 ?f ( IN FEET ) 1 inch = 20 ft. O \ 70, SCIR 0 14 '0"RC12 Q\ Y Nq / ? N FgsF??tiT \ G I SCI 1,3 6 CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C13 60°51'38" 60.00 63.73 60.78 S47°41'55"W PA TR/C' PL A CE_ 2' CONC. (TRACT A-0 CURB & GUTTER 50' R/W PER PZ_A T LEGAL DESCRIPTION: LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC. = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF,EL = LOWEST LIVING FLOOR ELEVATION --0- = POWER POLE LOT 12 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. i SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OFEIELD WORK: 01-12-07 .. 1-15-07 JACK W. SM!TN, PSM No. 6140 PROFESSIONAL SURVEYOR; & MAPPER I I NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSC.D SURVEYOR AND MAPPER SURVEYORS NOTES- I BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDI11ONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD, No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 JOB No. 060070.11 UNPLA TTED LA1VD SCif v4'HWF- - 10' WALL, FENCE, LANDSCAPE & UTILITY EASEMENT o 12Z3 015" LOT 12 0 Z 0 0 0 N O O 91 N W N89' 44'54"E 677.05' 08- ()24" l^,'12- 115.00'(P)(M) ?°? ? 501 -- 2- 08- 15 24 08" 197 *18" `^x'10" LOT 77 VACANT NOT SET FALLS IN \ RANSFORMER PAD a C11 34.18' P h SCIR SCIR N / G CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C11 53'58'05" 25.00 23.55 22.69 S63' 16'04"E C12 65°35'16" 60.00 68.68 64.99 N69°04'38"W F---- yo 3 5-0 q J 1 12" 105.00'(P) *12- B"0 --- -? - 0 Z 0 LOT 10 Ln O N O p1 O kill O I GRAPHIC SCALE 20 0 10 20 ( IN FEET ) I inch = 20 ft 0 10' DRAINAGE & UTILITY EASEMENT SCIR ° 105.00'(P N89° 44'54"E 172,53'(P) C4 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA LEGEND: FCM = FOUND CONCRETE MONUMENT C,B,S, = CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PVCF = PVC FENCE PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & (P) = PLAT DISK (M) = MEASURED CLF = CHAIN LINK FENCE (F) = FIELD HWF = HOG WIRE FENCE (R) = RADIAL LLF,EL. = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED (D) = DEED = POWER POLE FND = FOUND OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE LEGAL DESCRIPTION: LOT 11 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF FIELD WORK: 01-12-07 01-15-07 JACK W: SMITH, PSM N6. 6140 PROFESSIONAL SURVEYOR 3i MAPPER C NOT VALID WITHOUT THE S!GNAtI-tRE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED; SURVEYOR AND MAPPER SURVEYORS NOTES:' 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING To THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-815(` LB 6928 2' CONC. PA TRICK PLA CE rTRA CT A - I> CURB & GUTTER 20' ASPHAL T 50' /F PER PLA T / LOT 10 / BLOCK F -.-.-.-.-.-...-.-.-.- N890 44'54"E N 1677.05'(P) 4' H { SCIR `v'24" 8" / ...... ...... ...... --•---.-.- - SHAD Y OAK FARMS PLA T BOOK 80, PAGE -95- 96 4' H WF 10' WALL, FENCE, LANDSCAPE 115 .00'(P)(M) ° & UTILITY EASEMENT o 015" 0i??D" ?2S" "1 tt ( z 0 0 0 (;O 0) LOT 10 g W 6"- 12" ?TYNNS" ? " ?2 11i 4a ?}?z3 "'' 8" Z C) 7I? 08" 12 15-t C)10" J I? r'6" 04-' 1'1 yvt 12 o 0 " () 0 rn 0 rn ?P /- OT 9 VACANT 024- 0 10' DRAINAGE & o UTILITY EASEMENT °o N890 44'54"E 172.53'(P) i G9 SCIR 024" / SCIR W 33.35 w w PA TRICK PL A CE ( TRA C T A - ?> 20' ASPHAL T 50' R/W PER PLA T - 2' CONC. CURB & GUTTER CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C9 66° 23'54" 60.00 69.53 65.71 S680 58'54"W C10 53058'05" 25.00 23.55 22.69 N62° 45'51 "E SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA JOB No. 060070.9 LOT 11 BLOCK F FCM = FOUND CONCRETE MONUMENT - . - . _ • - . - . - FIR = FOUND IRON ROD SCI I SURVEYORS CERTIFICATION: CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE.OF FIELD WORK: 01-1,2.._07 t 1-15-07 W.. SMITE , PSM 14c. 6140 PROFESSIONAL. SURVEYOR . MAPPER NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SURVEYORS NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4, UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE .PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB. SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 4" y / *15" 5-Z' 2? FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK PG = PAGE =PLAT BOOK (P (P) =PLAT (M) = MEASURED (F) = FIELD r (R) = RADIAL ( C) = CALCULATED (D) = DEED FND = FOUND OAK TREE = PALM TREE =PINE TREE = UNKNOWN TREE LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC, = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF,EL, = LOWEST LIVING FLOOR ELEVATION -0- POWER POLE 1? LEGAL DESCRIPTION: l0 LOT 9 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE 24"? 15" PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. Lor 8 N \ ;I ( IN FEET ) 1 inch = 20 ft. {?'? 5451 ' 15" GRAPHIC SCALE 20 0 10 20 ce ? ro N 6" 0 12" SCIR 0 - O - tiVINB" 0 . 18" 10' WALL, FENCE, LANDSCAPE & UTILITY EASEMENT 10" 24" *15' 36" 12 o oo 0 0 m 0 0 J Z07- .9 LOT 11 BLOCK F 1 1 SHADY OAK FARMS PL AT BOOK 80, PA GE 95- 96 N890 44'54"E 677.05'(P) 4' /6z5y 24'Q 15° 10' DRAINAGE & UTILITY EASEMENT { 3 ?'•?'15' o ? O ? O \ SCIR \ SCI PA TRICK PL A CE (TPACr A-0 I 50' R/W PER PLA T WETLAND SETBACK LINE LOT 8 VAcaV7 015- 5 . t4?03 45 LOT 7 GRAPHIC SCALE 20 o 20 ( IN FEET ) 1 inch = 20 ft CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C8 60-53-02" 60.00 63.76 60.80 N 47° 22'38" W LOT 12 JOB No J 060070.8 BLOCK F SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA FCM = FOUND CONCRETE MONUMENT J FIR = FOUND IRON ROD - - - - - - FCIR =FOUND CAPPED IRON ROD N O 1 J 50.00'-, RAINAGE kSEMENT /? l? li R&li 1* Y/ I A FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK PG = PAGE PB = PLAT BOOK FCM 4"x4" (P) = PLAT LB6472 (F) = FIELD MEASURED - - - (R) = RADIAL (C) = CALCULATED (D) = DEED FND = FOUND '8.9' OAK TREE s = PALM TREE = PINE TREE = UNKNOWN TREE m A O rn LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC, = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF.EL, = LOWEST LIVING FLOOR ELEVATION --a- = POWER POLE LEGAL DESCRIPTION: WETLAND LINE ?o D ?P C U) rm K z ? O m m \ 11 N D mD y r`i Q0 ° z (n O -i n D rn m o 0 N D x. z1 V Nzi ell r FCM 4"x4" E?1 m it I(f / / LOT 8 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF FIELD WORK: 01-12-07 01-15-07 / .. d--CK W, SMITH, PSM 6140 PROFESSIONAL SURVEYOR & MAPPER NOT VALID WITHOUT THE SI:GNAIURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SURVEYORS NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE -r I FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 7/1 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 N I I Nil I ?I y? w SCIR 12.2' 0 z0 0 r 00 0 N J N Ito I? ?I I 1 ''ll y I I SCI 126 l ? J 12" / SCI CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C5 89-57'04" 25.00 39.25 35.34 S45-16'34"E GRAPHIC SCALE 20 20 U ( IN FEET 1 inch = 20 ft. DTWIN20" LOT 7 A j j I 89° 41'58"E 175.04' P M t5" ?3 f IJ WETLAND SETBACK LINE I I LOT 6 VACANT 03 " G J X01 8• s 1 10' DRAINAGE & UTILITY EASEMENT o 12" 1 149.97' P M C• SCI! N89° 44'54"E 152.59'(P) SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA JOB No. 060070.6 V LEGEND: J 50.00', DRAINAGE EASEMENT I fr7 '' N y y ?% v I / X CD v WETLAND LINE n / j 2 RENAISSANCE DRI VE rTRA CT A - 0. 20' A5PHAL T 50' R/W PER PLA T / FCM =FOUND CONCRETE MONUMENT C,B,S, = CONCRETE BLOCK STUCCO FIR =FOUND IRON ROD CONC. =CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6926 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS / CB = CHORD BEARING ID = IDENTIFICATION `/ ORB = OFFICIAL RECORDS BOOK PLS PROFESSIONAL LAND SURVEYOR / / PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER V PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & / (P) = PLAT DISK (M) =MEASURED EL. =ELEVATION (F) = FIELD CL = CENTERLINE / (R) = RADIAL LLF,EL, = LOWEST LIVING FLOOR ELEVATION / (C) = CALCULATED / (D) = DEED FND = FOUND = POWER POLE OAK TREE = PALM TREE -PINE TREE UNKNOWN TREE LEGAL DESCRIPTION: LOT 6 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. <> >> 7- I z SURVEYORS CERTIFICATION: CERTIFIED T0: RENAISSANCE OAKS, LLC VZ-0T 5 /V / / . LAST DATE OF FIELD WORK: 01-10-07 / 01-11-07 JACK W.-SMITH, PSM No. 6140 JJJ PROFESS ONAL SURVEYOR & MAPPER / NOT VALID WITHOUT THE SIGNATURE-AND ORIGINAL RAISED SEAL /? ?? / / OF A FLORIDA LICENSED SURVEYOR AND MAPPER ' II? / SURVEYORS NOTES: ?/ 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, / ACCORDING TO THE MAP OR PLAT THEREOF HAVING A BEARING OF NORTH 00'11'22" WEST. / 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. /-' 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 ,r2,62'(P) , i ` HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C t ? TED SEPTEMBER 3 SCIR SCIR : DA 0 , 2003 FLOOD ZONE: X w TYPE OF SURVEY DATE TYPE OF SURVEY DATE W PROP. HOUSE LOC. FINAL SURVEY -? HOUSE STAKEOUT UPDATE SURVEY 2' CONC BOUNDARY SURVEY 01-.11-07 FIELD BOOK SEE . CURB & GUTTER FOUNDATION SURVEY PAGES FOLDER _ _ - - ' KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 10' WALL, FENCE, LANDSCAPE & UTILITY EASEMENT - SCIR UNPL A T TED S89°44'54'W(P&M) 118.50'(P&M)q) N iI 6' CLr\ 8" 4 - 66"6 { ------ I +- _04n - - "- 6 -- ti , TWIN 4" 6" TWIN6" 5.00' ?- 5.00'--] 10' UTILITY EASEMENT LOT 2 TWIN24" 24" C? cu C6 3 III "D O LOT 1 V O l^''TWIN36" ln' I ? o (D 1 z 10' DRAINAGE & P UTILTY EASEMENT°o SCIR 00 0 Iri In N° 0 CD SCIR _L--- SCIR C3 SCIR SCIR ZACQ'CP?M? za'?,5a ° Q 26,11'(P&M) 7;?sl S89°44'S4'W(P&M) 1 ? Q U I- (/) Z qW Z? QW _j C/) ww Uw Zw wQ Wz H JQ J? Qq 3o6 In /I SCIR 34,97'(P&M) S89°44'54'W(P&M) "- 2' CONC, CURB & GUTTER 307.74'(C) z+ S89°44'54'W(C) 118.63'(C) _ FN/D S89°44'54'W(P&M)' 426,37'(P&M) OVERALL LB 6472 RENAISSANCE -DR-7 VzE RIGHT-OF- WA Y VARIES 6 W o_ FN/D LB 6472 JOB No. 060070.1 FCM 4"x4" LB 6472 d5 OL v O O 0 N n w N 0 00 e O O 0 q N GRAPHIC SCALE 20 0 10 20 ( W FEET ) 1 inch = 20 fL ?\ 3 O CLEAR SIGHT _TRIANGLE SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA LEGEND: FCM = FOUND CONCRETE MONUMENT C,B,S, = CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC, = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PLS = PROFESSIONAL LAND SURVEYOR PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & (P) = PLAT DISK (M) = MEASURED EL. = ELEVATION (F) = FIELD CL = CENTERLINE (R) = RADIAL EL, = LLF LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED , (D) = DEED = POWER POLE FND = FOUND OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE LEGAL DESCRIPTION: LOT 1 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OOFF_.EIELD` WORK: 08-30-06 01-16-07 J, -- JACK W. SMITH, PSM No. 6140 PROFESSIONAL SURVEYOR & MAPPER NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENED SURVEYOR AND MAPPER SURVLYORS NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 „06 C3 CURVE DATA HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C 0253 RADIUS = 65,00' ARC = 20.42' DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X CLI 0 CHORD = 20.34' TYPE OF SURVEY DATE TYPE OF SURVEY DATE o CHORD BEARING = S80°44'54'W CD I PROP. HOUSE LOC. FINAL SURVEY 00 ()0 0 HOUSE STAKEOUT UPDATE SURVEY C) BOUNDARY SURVEY 01-16-07 FIELD BOOK 99176A C4 CURVE DATA FOUNDATION SURVEY PAGES 1-4 RADIUS = 65.00' ARC =2042' KLEIN & STAUB SURVEYING, INC. CHORD = 20.34' PROFESSIONAL SURVEYORS AND PLANNERS CHORD BEARING = S80°44'54"W 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 r? / LOT 71 /LOT 6/ ?/l9.97 (P) ? N89° 44'54"E 152.59'(P) N V// SCI WETLAND SETBACK LINE 'L*" ?v( SCIR-1C FCM 4"x4" 10" N890 44'54"E 560.00'(P? `? 10' WALL, FENCE, LANDSCAPE 0 135.50'(P)(M) 4" O 15" & UTILITY EASEMENT o 12" 30.00 0TWIN18" 12° l 18" /DRAINAGE / EASEMENT 20" ? 50 / / / o / LOT 5 m VACANT i ai ) n O (? ri<> / o z > 0 1.74 SN2 G / 4" 18" SCIR / 2' CONC. 2.62'(P) CAI CURB .& GUTTER SCIR N TWIN18 M8" JOB N05 060070.5 U8" L - _ x'''13" 102.00'(P) 06' C)4" N 0 GRAPHIC SCALE 20 o D 20 (n 0 C% ( IN FEET ) I inch = 20 fL W N LOT 4 4 r?cl 10' DRAINAGE & UTILITY EASEMENT SCIR 102.00'(P) N89° 44'54"E 333.85'(P) RENA/SSA NCE DR/ VzE TRACT A-1) 20' ASPHAL 7- 50' R/VY PER PL A 7 CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C3 40° 58'29" 125.00 89.39 87.50 S69°15'39"W C4 40° 58'29" 75.00 53.64 52.50 N69' 15'39"E SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA LEGEND: FCM = FOUND CONCRETE MONUMENT C,B.S, = CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PLS = PROFESSIONAL LAND SURVEYOR PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PR = PLAT BOOK SN&D = SET PARKER KALON NAIL & (P) = PLAT DISK (M) = MEASURED EL, = ELEVATION (F) = FIELD CL = CENTERLINE (R) = RADIAL LLF.EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED (D) =DEED = POWER POLE FND = FOUND OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE LEGAL DESCRIPTION: LOT 5 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE fOF?FIELD. WORK: 01-10-07 CK W. SMi-,H, PSM, No. 6140 PROFESSIONAL SURVEYOR & MAPPER NOT VALID WITHOUT THE SIG 1ATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED% SURVEYOR AND MAPPER SURVEYORS NOTES:. 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 0911'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C - DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY - HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-11-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER - KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA 3"-102.00'(P 04" W? SCI 4" O 0 0 10' WALL, FENCE, LANDSCAPE & UTILITY EASEMENT h P? LOT 4 50 020. z 0 0 Z4, !13 0, UIVPLA TT-EDAN 110 _ N89" 44'54"E 60.00'(P)- ) 5?? I C f24" v 102.00'(812" 012° 4 TWINS" LOT 3 VACANT JOB No. 060070.3 FCM = FOUND CONCRETE MONUMENT FIR = FOUND IRON ROD FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING PGB = PAGE IAL RECORDS BOOK PB = PLAT BOOK SCIR 15 10" (P) = PLAT (M) = MEASURED (F) = FIELD 6 CLF 102.00'O P (R) = RADIAL 12" 8" 8" 10" (C) = CALCULATED '!1 (D) = DEED - - - - - - - - S _ FND = FOUND J - OAK TREE 5^ ? =PALM TREE PINE TREE N j lo" = UNKNOWN TREE 0 1 TWINS" 1 -7I `^r'24"? 015" 0t8" V t^''15- - - - - 6(? - 015- 102.00'(P) SCIR El W 10' DRAINAGE & UTILITY EASEMENT 102.00'(P)(M) N89° 44'54"E l 0,15" ? 30" 0 0 0 333,85'(P) REIVAISSAA/ CE DRl VE7 rTRA CT A - ?> 20' ASPHAL T 50' R/W PER PLA T LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC, = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PLS = PROFESSIONAL LAND SURVEYOR PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK EL. = ELEVATION CL = CENTERLINE LLF,EL. = LOWEST LIVING FLOOR ELEVATION -o- = POWER POLE LEGAL DESCRIPTION: LOT 3 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE C'TWN20" PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. z0 GRAPHIC SCALE C 0 SURVEYORS CERTIFICATION: o 2 0 10 20 (n CERTIFIED TO: O RENAISSANCE OAKS, LLC m ( IN FEET ) 1 inch = 20 fL w N LAST DATE OF FIELD WORK: 01-10-07 O C t-11-07 JACK W. SMITH, . 6140 . PROFESSIONAL SURVEYOR do MAPPER LOT 2 NOT VALID WITHOUT THE SiGNA3; RE AI1C) ORIGINAL RAISED SEAL OF A FLORIDA LICE1 SED `SURVEYOR AND MAPPER SURVC(ORS NOTES; 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 0911'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. - - - - - - - - - - - - 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 SCIR 102.00'(P) HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C _ DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X W W TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY 2' CONC. CURB & GUTTER BOUNDARY SURVEY 01-11-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 54 8016 OLD C D N T RO o. OUN Y A NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA JOB No. 060070.2 UNPLA TTED LA ND LEGEND: FCM =FOUND CONCRETE MONUMENT C.B.S. =CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC, = CONCRETE ? FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 N890 44'54"E " 560.00'(P) 10" FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS SCIR 15 SCI R CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PLS = PROFESSIONAL LAND SURVEYOR " 102. 0' P 4 D 12" " 6 CLF 8778" 102.00 (P)(M) 10" TWIN10" ' f o p !? " $ 118.50'(P) 6" PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & } TWIN$ 12" T WALL, FENCE, LANDSCAPE 10 & UTILITY EASEMENT 4 Q 6" L?? (P) = PLAT DISK ELEVATION RED E - - - - - - - (L _ CENTERLINE ?F) = F ELD 0' 6 TWIN6" 5 ? ? (R) = RADIAL LLF,EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED 10" 5.0 5.00'- ry /( FND = = DEED FOUND = POWER POLE FN OAK TREE = PALM TREE N = PINE TREE M f = UNKNOWN TREE G lJ () ? { ?'} " ? ri LEGAL DESCRIPTION: TWINB" `^''TWIN20" TRIPLEI5 I 0 LOT 2 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE N24" I PUBLIC, RECORDS OF PINELLAS COUNTY, FLORIDA. 0 0 " 24 GRAPHIC SCALE C) 20 0 10 20 24" c 01 SURVEYORS CERTIFICATION: . LOT 3 LOT 2 ( IN. FEET) CERTIFIED TO: 0 " 1 inch = 20 fL RENAISSANCE OAKS, LLC 15 w VA CANT W N N O Q v v LOT 7 LAST DATE OF FIELD WORK: o1- G- ?. 01-11-07 1 8" 0 K W. SMITH, PSM No. 6140 PROFESSIONAL SURVEYOR, & MAPPER NOT VALID WITHOUT THE SIGNAT-01RE AND ORIGINAL RAISED SEAL 015- OF A FLORIDA LICENSED SURVEYOR AND MAPPER SURVEYORS NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST UNE SECTION 33, 0 / ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF 15" ? NORTH 0011'22" WEST. SC 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3 THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE - - - - - - - - IR . . 30" - THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN 10' DRAINAGE & UTILITY EA SEMENT O a SCIR ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED 102.00'(P) SCIR Ci 102.00' P M SCIR 26.11'(P) C2 . 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE N89°44'54"E 333.85'(P) ELEVATION = 38.23 W w w HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X EOP 2' C?NC TYPE OF SURVEY DATE TYPE OF SURVEY DATE , & GUTTER PROP. HOUSE LOC. FINAL SURVEY RENAISSA NCE OR I ORI VE (TRACT A 1) HOUSE STAKEOUT UPDATE SURVEY 20' ASPHAL T 50' R/W PER PLA T BOUNDARY SURVEY 01-11-07 FIELD BOOK SEE EoP FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. 2' CONC CURB PROFESSIONAL SURVEYORS AND PLANNERS SO UTH R/w LINE 8016 OLD COUNTY N890 44'54"E 333.85'(P) SCIR C26 W PORT RIC HEY, FLORIDA 34653 NE FFICE 727 834 8 OA nn'(D) crlR 44 nn'(P) SCIR v : - - O 140 FAX: 727-834-8150 LB 6928 JOB No. 060070.1 10' WALL, FENCE, LANDSCAPE & UTILITY EASEMENT - SCIR _ r I 6'( CALF' -------1 ?-"4" 5.00 5.00"d 10' UTILITY EASEMENT G 06 o? N M LOT 2 C6 %-0 0 in 0 TW 6124" 24" l/NPL A T TED S89°44'54"W(P&M) 118,50'(P&M) ^ 86-??4"- 6- -?- - `"'6" TWIN 4"- 06 TWIN6" U 1- C/) z Z? QW Q WW UW Z L3 Li Q Wz H _J Q -i QQ LOT 1 15.00' Z C)TWIN36" i 10' DRAINAGE & UTILTY EASEMENT 0q L SCIR SCIR 2611'(P&M) 3 S89°44'54'W(P&M) 00 C:) o In In CU CD CD SCIR SCIR SCIR 2? CP?Pg,M? C3 18?54 ? C4 Sj,7 ?i SCIR 34,97'(P&M) S89°44'54'W(P&M) '-- 2' CONC. CURB & GUTTER 04 307.74'(C) z S89°44'54'W(C) 118,63'(C)_ _ FN/D S89°44'54"W(P&M) 426,37'(P&M) OVERALL LB 6472 RENAISSAIV=- -PRI zE RIGHT-OF- WA Y VARIES FN/D LB 6472 FCM 4"x4" LB 6472 03 11 0 0 0 N n o6 W N 0 00 e 0 0 N Q) O N GRAPHIC SCALE 20 0 10 20 ( IN FEET ) I inch = 20 fL O 0 CLEAR SIGHT TRIANGLE SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA LEGEND: FCM = FOUND'CONCRETE MONUMENT C,B.S. = CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC, = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PLS = PROFESSIONAL LAND SURVEYOR PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & (P) = PLAT DISK (M) = MEASURED EL. = ELEVATION (F) = FIELD (L = CENTERLINE (R) = RADIAL LLF,EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED (D) = DEED = POWER POLE FND = FOUND OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE LEGAL DESCRIPTION: LOT 1 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF-T.?IyQRK!' i30'' D' 4T6, , ? 3. . •? , 01-16-07 Z JACK W?StA PSM .. 6T4 `• Q ' ' ` W PROFESS" J EY MAP S'R'N (JAL3?JRV C--?-" t ? < T THF NAL`RAISED SEAL } R b* ' 4 ? C= N qg a NOT VALID WITHOU 1 + 12RE O I ,i OF A FLORIDA LICE t.BjU•SUR9V,ELOR AID. MAPPER W SURVEYORS NPTE?:' U Q ' - W 0 Ix Z LL 0 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, Z ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF --y Z NORTH 00'11'22" WEST. V 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. d 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 C6 CC 3) CURVE DATA D_ 3 RADIUS = 65.00' ARC = 20.42' CHORD = 20.34' 0o CHORD BEARING = S80°44'54"W o?o r? 0 z C4 CURVE DATA RADIUS = 65,00' ARC =20,42' CHORD = 20.34' CHORD BEARING = S80°44'54"W HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-16-07 FIELD BOOK 99176A FOUNDATION SURVEY PAGES 1-4 KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 RECEIVED SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA - JOB No. 060070.2 0 200 7 JAN 1 LEGEND: UNPL A TTED L A ND PLANNING DEPARTMENT FCM =FOUND CONCRETE MONUMENT C,B,S, =CONCRETE BLOCK STUCCO TE FIR = FOUND IRON ROD CONC, = CONCRE CITY OF CLEARWATER FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER N890 44'54"E 560.00'(P) " 10" FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS N SCIR 15 SCIR CB = CHORD BEARING ID = IDENTIFICATIO ORB = OFFICIAL RECORDS BOOK PLS = PROFESSIONAL LAND SURVEYOR " 102. 0' P 4 ) 12" " 6 CLF g" TWIN10" 102.00'(P)(M) 10" ' Q " 8" " 4 118.50'(P) 6 PG PAGE PSM =PROFESSIONAL SURVEYOR & MAPPER PB =PLAT BOOK SN&D =SET PARKER KALON NAIL a (P) = PLAT DISK 12" TWIN8 WALL, FENCE, LANDSCAPE 10 & UTILITY EASEMENT o 4 {'? 6 (M) = MEASURED E? = ELEVATION TERLINE - - - - - - - - - ?v- - - - (F) =FIELD -CEN - - - - - - - - - - ? 6" TWIN6" (R) = RADIAL LLF.EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED 5.00' (D) = DEED = POWER POLE FND = FOUND ^10" 5.00'- OAK TREE = PALM TREE D = PINE TREE C = UNKNOWN TREE {' z LEGAL DESCRIPTION: ? ' f' " " O TRIPLEI5" ^ TWIN8 TWIN20 LOT 2 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. N24" 0 0 24" GRAPHIC SCALE C)24" ui ; 20 0 10 zo 0 C SURVEYORS CERTIFICATION: LOT ,3 L 0 T 2 ( IN FEET ) 1 inch = 20 ft. CERTIFIED TO: RENAISSANCE OAKS, LLC ^J 15" W VA CANT W N N p p ? ?? ii T 1 4407 fl#'VORK!-0-4 LAST DATE OF LO P . .. .. ? A. ?' 01-11-07 v JACK Y!: ?Sh1Yi, PS 6t' " 0 PROFESSIONAL RVEYf?Rl* 1'?R r 18 , RiiTbNAL= RAISED SEAL NOT VALID WITHOUT THE S4GNIATIIIREO . i MAPPER OF A FLORIDA LICENSED''SURYE.YOR 0 „ I SURVEYORS NOT-5..-- 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ' / ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. l^"15 / / SCIR 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT of TITLE 3 - - - - - - - - / . . 30" - - - - - - - L2 THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN 10' DRAINAGE & UTILITY EASEMENT ? p SCIR ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 102.00'(P) SCIR q 102.00' P M SCIR 26.11,(P) C2 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE N890 44'54"E 333.85'(P) ELEVATION = 38.23 w W W p HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X EOP ` TYPE OF SURVEY DATE TYPE OF SURVEY DATE 2 CONC. - - / ) CURB & GUTTER PROP. HOUSE LOC. FINAL SURVEY Z / ^/SS ^ ^ CE `-f / V !1 / Vf1 DQ/ I / TQ ^ T ^ -I DR I (/ !T /-i / f-1 / ? - - - HOUSE STAKEOUT UPDATE SURVEY - - 20' ASPHAL T 50 R/W PER PLAT BOUNDARY SURVEY 01-11-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER EoP INC KLEIN & STAUB SURVEYING . , 2' CONC CURB PROFESSIONAL SURVEYORS AND PLANNERS COUNTY ROAD No. 54 8016 D SOUTH R/W LINE SCIR RICCHEY, FLORIDA 34653 NEW PORT N89° 44'54"E 333.85'(P) C26 OFFICE: 727-834-8140 FAX: 727-834-8150 OA nn'tot crIR 44 nn'(P) SCIRt \ " LB 6928 RECEIVED SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA JOB No. 060070.3 JAN 16 2007 LEGEND: FCM = FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO PLANNING DEPARTMENT FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 UNPLA TTED LAND CITY OF CLEARWATER FIP = FOUND IRON PIPE A = AIR CONDITIONER FPIP =FOUND PINCHED IRON PIPE LB LB =LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PLS = PROFESSIONAL LAND SURVEYOR PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & SCIR 5" N89° 44'54"E 560.00'(P) SCIR 15" 10" (P) = PLAT DISK (M) = MEASURED EL. = ELEVATION (F) =FIELD CL =CENTERLINE 102.00 (P) J o 40" 102.0 P)?M) 15" 24 ( " 8. 6 CLF 102.00'(P) 10" 8" (R) =RADIAL LLF.EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED { ? ?' " 0 " t2" N8" 12 12 UND O = POWER POLE (D) ^ 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - =FO FND - OAK TREE 10' WALL, FENCE, LANDSCAPE & UTILITY EASEMENT = PALM TREE 0 " N ?} = PINE TREE '10 = UNKNOWN TREE i LEGAL DESCRIPTION: { `" • LOT 3 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT 20 { O THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE FLORIDA. PUBLIC RECORDS OF PINELLAS COUNTY `^r'TWIN8" TWIN20" , OO OO GRAPHIC SCALE SURVEYORS CERTIFICATION: 20 o D 20 CERTIFIED T0: o `^r'24, o RENAISSANCE OAKS, LLC C rn LOT 4 L0T 3 0 ( IN FEET ) ....».>,. W 15" 11A CAN7- W 1 inch = 20 fL LAST DATE OF "K: o O C) p 01-11-07 JACK W.3 §M.PH, PSM a 61%a E- -O k 6 P E ' , NAL S RVEYO1 W P OFESS1 LOT2 z . IQ .. NOT VALID WITHOUT THE+SI?NA'G12?(E At ORI IfaAL' RAISED SEAL MAPPER OF A FLORIDA LIC'EN? 'EO SUF VEYOO S e .- a ?r 018" SURVEYORS,NOT`?5:: ' - „ 0 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, 15 ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. 0 ' THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN 15 ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. - - - - - - - - - - - - - - - - - - - - - - - 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE 30" ELEVATION = 38.23 015" 10' DRAINAGE & UTILITY EASEMENT o 102.00'(P) SCIR 102.00'(P)(M) SCIR 102.00'(P) HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C N890 44'54"E 333.85'(P) _ DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X w W w W TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY 2' CONC. CURB & GUTTER BOUNDARY SURVEY 01-11-07 FIELD BOOK SEE RZ-1\1A1SS%1\1Cc DRIVE E (Tll?ACT A-1 FOUNDATION SURVEY PAGES FOLDER 20' ASPHAL T 50' I?ZW PER PLA T KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD N 54 o. NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 ORIGINAL RECEIVED JOB No. 060070.4 UAIPLA TTED LAND 1'35.50'(P) - 015' 4-k"? - 15° 06- 10' WALL, FENCE, LANDSCAPE & UTILITY EASEMENT 18" &15" SCI 0 o ! °. 12" 58" lx- ,8" 13" N89° 44'54"E 560.00'(P) 06" '^r12" LOT 5 z 0 0 0 N C f w N 0 0 04- 06- 030. 102.00'(P)(M) C)4- Z- OT 4 VACANT LOT 5 1.74'? SN&D\ SCIR C3 w 102.00'(P)(M 40" 31'?N I n 2047 PLANNING DEPARTMENT CITY OF CLEARWATER v ?'} 15° X24" v 102.00 '^r12" `^r'TWINEI" N 020" o GRAPHIC SCALE 0 20 0 10 20 ° 0 C ( IN FEET ) 1 inch = 20 ft. (A N 0 0 l^r'15' SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA LEGEND: FCM = FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PLS = PROFESSIONAL LAND SURVEYOR PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & - (P) = PLAT DISK (M) = MEASURED EL. = ELEVATION (F) = FIELD CL = CENTERLINE (R) = RADIAL LLF.EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED =DEED = POWER POLE - FND FN = FOUND OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE LEGAL DESCRIPTION: LOT 4 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF _ VCR K! 04 07 01-11-07 JACK Nf.rS?I H, PS ..1k.. 611 ? PROFESSIQI'd L: URVEYPJ-& P`W NOT VALID WITHOUT TH?t ?i"hNlk l' ?ZE`AtvlJ O0GIftAL-RAISED SEAL OF A FLORIDA LILIENSFD' SURVFYOi?.ANP' MAPPER SURVEYORS NOTES 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE a 10' DRAINAGE & UTILITY EASEMENT ELEVATION = 38.23 SCIRI ?0• 102.00'(P) N89° 44'54"E W (A ?-- 2' CONC. RE/VA/SSANCE DR/ VzE rTRA CT A -1? CURB & GUTTER 20' ASPHAL T 50' R/W PER PLA T HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-11-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 f /I OT 7'? F. / j .% i i i ? j LOT 6!/' I / ?: , -7 71 149.97'(P) ! N890 44'54"E SCIR 152.59'(P) - WETLAND SETBACK LINE SCIR FCM 4"x4" 10 N890 44'54"E 560.00'(P) -\ TWIt 813550'(P)(M) 4^ /. I10' WALL, FENCE, LANDSCAPE 0 15& TILITY EASEMENT o6. 012 30.00' -' ! I DTMN18" 12" A/rEDASEMENT /? " 18" &20 5. z 0 j /. 0 01 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA 8" JOB No. 060070.5 ? X LEGEND: 13" 102.00'(P) f 'L FCM = FOUND CONCRETE MONUMENT FIR = FOUND IRON ROD C.B.S. = CONCRETE BLOCK STUCCO CONC. = CONCRETE " `<,/ 4" FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 6 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION N ORB = OFFICIAL RECORDS BOOK PLS = PROFESSIONAL LAND SURVEYOR PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & (P) = PLAT DISK (M) = MEASURED EL. = ELEVATION (F) = FIELD CL = CENTERLINE (R) = RADIAL ULATED LLF,EL, = LOWEST LIVING FLOOR ELEVATION (D) = DEED = POWER POLE FND = FOUND OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE LEGAL DESC RIPTION: GRAPHIC SCALE 20 0 10 20 LOT 5 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE ?%? PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ( IN FEET ) 1 inch = 20 fL 'I / VA CA N T CERTIFIED TO: RENAISSANCE OAKS, LLC rnI? %,1 .. LOT 4 ORIGINAL 00 j LAST DATE OF EIft.Da WORK; 1 1'0.=07 RECEIVED - N 10" 01-11-07 JAN 1 2007 K, VI SI?1tfiH, PSG W3. 6 LAJ ` PLANNING PROFESS MADEi ',/ CITY OF CL1l?Wl1rL<, NOT VALID WITHOUT TF?E ,?niGtJREA?? (R?INAt: RAISED SEAL I/ OF A FLORIDA LP?EIVESEe? SURV 0f3.11N0 MAPPER SURVgORS NOTC,, " O 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, i 1.74' a10' DRAINAGE & UTILITY EASEMENT ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF SQ\D SCIR 0. 102.00'(P) NORTH 00.11'22° WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. N89° 44'54"E 333.85'(P) 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. / THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN SA ON THIS SURVEY. I. / o 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 //A / 4" REIVA/SSAIVCzE ORl I/E /A'// 18" _ ?TRA C T A -1) HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C - DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X /// 18" 20 ASPHAL T 1? SCIR 50 R/W PER PLA T TYPE OF SURVEY DATE TYPE OF SURVEY DATE / PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY // ! ! 2' CDNC, BOUNDARY SURVEY 01-11-07 FIELD BOOK SEE 2.62'(P) iCA CURB & GUTTER FOUNDATION SURVEY PAGES FOLDER SCIR KLEIN & STAUB SURVEYING, INC. i CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C3 40° 58'29" 125.00 89.39 87.50 S69° 15'39"W C4 40° 58'29" 75.00 53.64 52.50 N69°15'39"E PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 ?JCEIVED Jf? 16 2007 P NN NG DEPARTMENT -ITY f CLEARWATER I I\ O ?I y? OI III y I I U? SCIR SCIR 2.2 z 1--' 24" 0 C0 ? f I 12" / I CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C5 89°57'04" 25.00 39.25 35.34 S45-16'34"E GRAPHIC SCALE 20 D o 20 ( IN FEET ) 1 inch = 20 ft. C)TWIN20" LOT 7 39°41'58"E 175.04'(P)(M 5- 001 C N (A co To 12.6 1 WETLAND SETBACK LINE LOT 6 ''' VACANT 030" ----------------- 10' DRAINAGE & UTILITY EASEMENT 12 149.97' P M SCIR N890 44'54"E 152.59'( w N a 0 0 // /JOB'/No" ,dl /I/ / I/ SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA /x?' / ,060070.6 LEGEND: ?I FCM =FOUND CONCRETE MONUMENT C.B.S. =CONCRETE BLOCK STUCCO FIR =FOUND IRON ROD CONC, =CONCRETE A FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS i ?A/ CB = CHORD BEARING ID = IDENTIFICATION ORB =OFFICIAL RECORDS BOOK PLS PROFESSIONAL LAND SURVEYOR Ol1 j P6 = PAGE PSM = PROFESSIONAL SURVEYOR B MAPPER 1V/ // I l PH =PLAT BOOK SN&? =SET PARKER KALON NAIL & (P) = PLAT DISK (M) = MEASURED EL. = ELEVATION V//I / I1 i / (F) = FIELD CENTERLINE (R) =RADIAL LLF,EL. = LOWEST LIVING FLOOR ELEVATION (D) = DEEDULATED / ? / / h/ FND = FOUND =POWER POLE OAK TREE PALM TREE PINE TREE UNKNOWN TREE LEGAL DESCRIPTION: COT 6 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT / THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. % z I,2 / l ? 50.00 , z / DRAINAGE/ ' EASEMENT ?a0 SURVEYORS CERTIFICATION: CERTIFIED T0: RENAISSANCE OAKS, LLC LOT 5 1 a LAST DATE OF E{EL WORK: tftt--10-'07 j c , r Y;(5 01-11-07 y .4- S ,PS16 N©.6 pip - Ali PROFESSIO%L?URVEYOR M ,P.PE'R' / CJ ?1 NOT VALID WITHOUT T4-;$101, URE`?. &61 I`FAL RAISED SEAL OF A FLORIDA LICE?I E{ ?1lf VCY0R; ANb, MAPPER SURVYORS NOTES ', A 1. BEARINGS SHOWN HEREON ARE BASED ON TH??ASLINE SECTION 33, ACCORDING TO THE MAP OR PUT THEREOF, HAVING A BEARING OF r / NORTH 00'11'22" WEST. WETLAND LINE 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. /,1/ / 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. , % THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. i 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE Ll i / ELEVATION = 38.23 W SCIR CONC, RE/VA/SSANCE DR/VzF rTRACT A-1) CURB & GUTTER J 20' ASPHAL T 50' R/W PER PLA T HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-11-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 X15" N {? i ?^r'15" SCIR GRAPHIC SCALE 20 20 ( IN FEET ) \ I inch = 20 ft W W N ® > C? W W i U L 2 Z (CURB ' CONC. & GUTTE u lye I? G? I SCIR 12.2' _ . v J SCIR 12.2' z 0 0 0 N SCIR 1 13 8 I I R V I 12" / CIR / S / C'TWIN20" 10.00' I '`? 10' DRAINAGE & UTILITY EASEMENT J 24" LOT 6 CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C6 53° 58'05" 25.00 23.55 22.69 S26- 41'00"W C7 70°36'26" 60.00 7194 69.35 N180 21'55"E `Vm;y 4 LOT 8 5 P M J J' / 13o034c?E ?? tr LOT 7 VACANT / I I WETLAND SETBACK LINE 41'58"E 175.04 15" 50.00':, DRAINAGE EASEMENT i SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA / JOB No. 060070.7 j LEGEND: j' WE TLAND LINE FCM = FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO j1 y I FIR = FOUND IRON ROD FCIR = FOUND CAPPED IRON ROD CONC. SCIR = CONCRETE = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE A/C LB = AIR CONDITIONER = LICENSED BUSINESS I CB = CHORD BEARING ID = IDENTIFICATION / Ij 0 ORB = OFFICIAL RECORDS BOOK PG = PAGE PVCF PSM = PVC FENCE = PROFESSIONAL SURVEYOR & MAPPER oo PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & j o N (P) = PLAT (M) = MEASURED CLF DISK = CHAIN LINK FENCE I; ?j (F) = FIELD HWF = HOG WIRE FENCE (R) = RADIAL LLF,EL, = LOWEST LIVING FLOOR ELEVATION / SCIR I? (C) = CALCULATED F =POWER POLE OUND FND = Ul y = OAK TREE = PALM TREE p 0 = PINE TREE Z _u = UNKNOWN TREE .. 0' LEGAL DESCRIPTION: ' a t Q LOT 7 OF RENAISSANCE OAKS, ACCORDI NG TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. /10.0 ' 10' WALL FENCE / cJ , , LANDSCAPE & UTILITY EASEMENT SURVEYORS CERTIFICATION: FCM WETLA 4"x4" CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF L( WO?K;,01 r '07? ?/ E s n zy , • ?_ 01-15-07 30 ' j /DRAINAGE JACK N. Sash' , PSW 6i?0 .0_: ,' ?//I, EASEMENT PROFESSI;0 1L','SURVEYOj Sc MARPE4Z' NOT VALID WITHOUT THE- Gtilt?r ?R 16It,lAL=RAISED SEAL OF A FLORIDA LCE EE1 URV QR A(O MAPPER / i (0? SURVEYORS NOF;f$' 1 bo -1 00, 1. BEARINGS SHOWN HEREON ARE BASED ON THE E ST'LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A -BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 LOT 5 / HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE ?.?01 PROP. HOUSE LOC. FINAL SURVEY SCIR- ?i,/ / j ?Ij, HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS -? 8016 OLD COUNTY ROAD No. 54 l? NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 RECEN/ED LOT 1 BLOCK 1F JAN .0 2W _ pLANNIP?G DEPARTMENT CITTOFCLEr EVER------.---- 6" ' 0 12" SCI 0 - O - 1?NN8" 18" 36" 12" o ?0 0 0 0 LOT 9 .. 10' DRAINAGE & UTILITY EASEMENT o O O I SCIR ro 10' WALL, FENCE, LANDSCAPE i & UTILITY EASEMENT fo" 24" *15- 8" WETLAND SETBACK LINE LoF 8 IV T VACA015- 015' LOT 12 BLOCK F SHAD Y OAK FARMS PL A T BOOK 80, PA GZ- 95- 96 0 ° FCM 4"x4„ N890 44'54"E 677.05'(P) + LB6472 i \ 187.05'(P)(M)/ 4' HWF r 5 V ,r ^'15" WETLAND LINE 24 PA TRICK PL A CE (TRACT A-0 50 " RZW PER PLA T SCI 1 LOT 7 GRAPHIC SCALE 20 D D 20 ( IN FEET ) I inch = 20 fL C)6 A i i CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C8 60-53'02" 60.00 63.76 60.80 N47" 22'38"W 50.00'-, ` DRAINAGE / 71/ EASEMENT / [/ JOB No/ 060070.8 -.J U IO D / r c r I? 0 o rm ?m p mm D. m m y ?I M Z I a z ch ? i O / D m (\ i f ( m / A i; 'j /00 FCM 4"x4" SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA LEGEND: FCM = FOUND CONCRETE MONUMENT C,B.S, = CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PVCF = PVC FENCE PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & (P) = PLAT DISK (M) = MEASURED CLF = CHAIN LINK FENCE (F) = FIELD HWF = HOG WIRE FENCE (R) = RADIAL LLF,EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED (D) = DEED = POWER POLE FND = FOUND OAK TREE = PALM TREE PINE TREE = UNKNOWN TREE LEGAL DESCRIPTION: LOT 8 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF ? V.GRK! "0] -?)?-07,% 01-15-07 6Y (j JACK WAS -H, PS6 P -12 PROFESSIOf'- L:SURVEY0 -* MF(OEP R' NOT VALID WITHOUT THE . NA?ti?REfZ OIG.IIAL: RAISED SEAL OF A FLORIDA LICE N".?ED'•SURVEYGR ANN MAPPER SURVEYQ(VS NO(t %' ,.' 1. BEARINGS SHOWN HEREON ARE BASED ON THE FAST-ONE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 - NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 ' LB 6928 ORIGI ?NAALL RE E?VED .AN ! 6 2007 O?A WING-DENARTMENT CITY OF CLEARWATER N890 44'54"E C)24- 8. - - 10 LOT 70 SCIR N j 677.05'(P) 4' LOT 10 / BLOCK F -._.-.-.-.-.-.-.-.-.-.-?_.- SHAD Y OA /< FARMS PL A T 500K 50, PA GE 95- 96 4' 115,00'(P)(M) t 612" SCI 10' WALL, FENCE, LANDSCAPE o w & UTILITY EASEMENT o fD ^TWIN8" 0'?' 18" 15" ?10" 4" "?'2B" 08" ni / ; j " 24" *15" JOB No. 060070.9 LOT 11 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA LEGEND: C,B,S, = CONCRETE BLOCK STUCCO CONC. = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF,EL, = LOWEST LIVING FLOOR ELEVATION -0-- = POWER POLE BLOCK F FCM = FOUND CONCRETE MONUMEN - . - . - . - FIR = FOUND IRON ROD FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK PG = PAGE PB = PLAT BOOK (P) = PLAT (M) = MEASURED -? (F) = FIELD (R) = RADIAL (C) = CALCULATED / (D) = DEED / FND = FOUND OAK TREE j =PALM TREE =PINE TREE UNKNOWN TREE 4? 24 ??15" 08- 12" 15" 06- 12" z 0 8" 01 0. 04. N 0 C o LOT 8 N rn LOT 9 VACANT Ii 024" 015" GRAPHIC SCALE - 20 0 10 20 / / G9 FEET SCIR 1 inch = 20 ft. 024" / SCIR 33.35' P M SCIR 2' CONC CURB & GUTTER w SCI R W z 0 0 0 ut 0 0 20" 10' DRAINAGE & P UTILITY EASEMENT o SCI N89° 44'54"E 172.53'(P) w N PA TRICA - PL A CE (TRA C T A -1? 20' ASPHAL T 50' R/W PER PLA T CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C9 66°23'54" 60.00 69.53 65.71 S68- 58'54"W C10 53°58'05" 25.00 23.55 22.69 N62'45'51 "E LEGAL DESCRIPTION: LOT 9 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC jj?-' 7? LAST DATE OF EL0?4QOR1??1-1'2,07' 01-15-07 -}AC W-- I Tfl. PS11:I1b. 61 0 r. PROFESSIONJ -JbOVEY AIApP?ER? NOT VALID WITHOUT THE ISI TlJRFL,Q6N&'6 f?INAL RAISED SEAL OF A FLORIDA LICE, ED SURV ; NO MAPPER SURVEYORS 'tld'fr5' 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 36.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 ORIGINAL RECEIVED JAN 10 2007 PLANNING DEPARTMENT CITY OF CLEARWATER UNPLA TIED LAND O LOT 9 BLOCK F / LOT 10 BLOCK F JOB No. 060070.10 IL.-.-.-.-.-.-._.-._.-._.-._._.-.- SHAD Y OAK FARMS PLA T BOOK 80, PA GE 95-96 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA LEGEND: FCM = FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PVCF = PVC FENCE PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & (P) = PLAT DISK (M) = MEASURED CLF = CHAIN LINK FENCE (F) = FIELD HWF = HDG WIRE FENCE (R) = RADIAL LLF,EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED (D) = DEED = POWER POLE FND = FOUND OAK TREE = PALM TREE = PINE TREE UNKNOWN TREE LEGAL DESCRIPTION: LOT 10 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SURVEYORS CERTIFICATION: CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF? F4?LD''W-0RK: •1-12-.6'71. 01-15-07 PROFESSION$'_U'VEf&PC'F t NOT VALID WITHOUT THE 'SIE TPJF D?-6.? A[ RAISED SEAL OF A FLORIDA LICENSED SURY??r,,OF6`AND MAPPER SURVEYORS NOTLS: 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED, 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 '-- 2' CONC. PATRICK PLACE (TRACT A-0 CURB & GUTTER 20' ASPHAL T 50' R/W PER PLA T RECEIVED JOB No. 060070.11 I SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA JAN 1.0 2007 PLANNING DEPARTMENT CITY OF CLEARWATER - 4' HWF 10' WALL, FENCE, LANDSCAPE •0 & UTILITY EASEMENT 00 123 O *18" O J *12- FCM = FOUND CONCRETE MONUMENT FIR = FOUND IRON ROD FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK PG = PAGE BOOK B PLAT " 12 1 " (P) = PLAT (M) = MEASURED (F) = FIELD 105.00'(P) (R) = RADIAL (C) = CALCULATED " 24` D 8 0 " FOUND FND = 18 - - - = OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC. = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF.EL, = LOWEST LIVING FLOOR ELEVATION = POWER POLE LEGAL DESCRIPTION: 015" LOT 72 z 0 0 0 (n 0 rn 0 0) U/VPL A TTED L AND N890 44'54"E 115.01 08- C)24' 012" 677.05'(P al 0" 08- 1 -a2"- " 5" )?124 010" LOT 11 VACANT / G C12 ? N NOT SET FALLS IN TRANSFORMER PAD z 0 0 0 O 0 0 0 LOT 11 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I LOT 10 N i? GRAPHIC SCALE 20 o D 20 ( IN FEET ) 1 inch = 20 ft. 0 10' DRAINAGE & UTILITY EASEMENT 34.18' P M SCIR ° 105.00'(P SCIR N89°44'54"E 172.53'(P) w w CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C11 53° 58'05" 25.00 23.55 22.69 S63° 16'04"E C12 65°35'16" 60.00 68.68 64.99 N69°04'38"W I---- "- 2' CONC PA 7R- PLACE (TRACT A-1,) CURB & GUTTER 20' ASPHAL T 50' R/W PER PLA T CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF,61EO WOVPZI 15f 01; 01-15-07 JACK 4.: f?yl i, PS 611 it PROFESSIONAL I?RVEYO?t & fJ FP,, NOT VALID WITHOUT THE), k7',l1?tE' 0Pq,?L. RAISED SEAL OF A FLORIDA LICE ?FSD SllRVleYni eO.MAPPER SURVEYOR$?? :? 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.O. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 i I ORIGINAL RECEIVED 200 40' UNNAMED R/W ts'? d 6.10 ?--- 40.00' PLANNING DEPARTMENT 13" CITY OF CLEARWATER FIND 4" DIA D MONUMENT 12" 155.00'(P -30" - - 33.00' T 0e" "' 12" I?0" X W mw oc xz oz !n D WM Op O 00 N? v? m vX D OO m Mm UI n ?D r 0 0 6f 'k N ? J 0 W I W o, 10.00' a Ro D Cr rm Z mm D' Nr mD KZ m0 ZN ?n D m 25.00' CN 1W r AC) mD IDz Cl) D mm ? zR- C)TRIPLE24" LOT 72 VACANT UAIPLA 7-TED LAND O 4' HWF C)20" ?8. ------ 12?D S890 41'58"W 109.46'(P)(M) I LOT 13 C' TWIN8" I I I SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA JOB No. 060070.12 015" SCI FCM = FOUND CONCRETE MONUMEN FIR = FOUND IRON ROD FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK PG = PAGE PB = PLAT BOOK (P) = PLAT N89* 44'54"E 677.05'(P) (M) = MEASURED (F) = FIELD 115.OC (R). = RADIAL (C) = CALCULATED (D) = DEED FND = FOUND OAK TREE = PALM TREE = PINE TREE 8" 1C = UNKNOWN TREE C 24" o Iv18" O 0 C)t O i `^''12" rn LOT 11 01 010' N W 4 ` GRAPHIC SCALE 20 o o 20 / -'5 / G SCI 7,3,-6 I ( IN FEET ) I inch = 20 fL O ? O \ 1. o C `2gc\ CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C13 60°51'38" 60.00 63.73 60.78 S .7041'55"W PA TR/CI< PL A CE_ _ 2' CONC. rTRA C T A - I,) CURB & GUTTER 50' R,ZW PER PLA T LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC, = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF,EL, = LOWEST LIVING FLOOR ELEVATION -C- = POWER POLE LEGAL DESCRIPTION: LOT 12 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC ' Fi I.1 w LAST DATE OFF REL? WOR?C;; _12-0.7s M + 1 b' • , 1 01-15-07 CK W. SMITH, PS 6 PROFESS!OiiAL? RVE' O M9PPPE:R NOT VALID WITHOUT THE'4SC1N--K R ` 6 L. RAISED SEAL OF A FLORIDA LICE';It-.SURV Of--,A6 MAPPER SURVEYORS NCrfi1S ,. 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK I SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 ORIGINAL RECEIVED JAN 10 2007 25.00 PLANNING 6GARMENT AN CITY OF CLEARWATER r - ?A - 33.00' D (ny m i K m . ZR w SCIR S890 41'58"W 109.46'(P)(M) mCl OC OZ Cn D Oo 0 ? w g Cn m 0 m (n n z 0 0 N ? O w Z-OT >3 C VACANT y m SCIR S890 41'58"W 141.45' 10.00' 0 ?D N c> r? I ?m {z mm D' ?r M D K: Z ?m0 ozV) o -In o D o m GRAPHIC SCALE 20 0 10 20 Li Li ( IN FEET ) 1 inch = 20 fL SCIR, ,,,,, i SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA 13 LEGEND: \ FCM = FOUND CONCRETE MONUMENT C.H.S. = CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PVCF = PVC FENCE PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & \ (P) = PLAT D[ (M) =MEASURED CLF =CHA CHAIN LINK FENCE (F) = FIELD HWF = HOG WIRE FENCE (R) = RADIAL LLF,EL. = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED (D) = DEED FND = FOUND = POWER POLE OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE LEGAL DESCRIPTION: LOT 13 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC V (y. a O I 1?v y SCIR 13.1' w O SCIR 13.1' 10.00' \I c_ Cf) Fo o I? ?0 ;0 E0 D z ° n y N M C) ;u K:M m to N m z? 9n N c°z I 01 I j I 8o psi LAST DATE OF?FI?D WORK 01'1 01-15-07 JACK tOH, PS q 61 PROFESSIbNAL'SURVEY , ;5 EP- NOT VALID WITHOUT THE NR If E At aR1G sIAL RAISED SEAL OF A FLORIDA LI ultit StJFAfEY(3 MAPPER SURV 6fRq 0 t 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22° WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. Cb 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. N 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 SCIR, / N / G SCI I3.6 I I 0TWIN8" i 1 ? \ SCIR CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C14 71°32'13" 60.00 74.91 70.14 S18° 30'01 "E C15 53°58'05" 25.00 23.55 22.69 N27°17'05"W L0T 74 bRIGINAL RECENED 3j?N n 20? F LAIvI? ? Y M C11i? OF CLEARWA ER m Ga mC' nC mZ oz ND OJ K: O? 00 N? Jm m ?;u 00 Mm IP n ?D Dr O a I ? w m 1 C ?D Cr ?z mm D' ?r mD KZ mp z? ?D SCIR m LOT 1,3 S890 41'58"W 141.45'(P \ SCIR \ C'i s I SCIR N C4 m SCIR, z O 0 lz? o N A O O O O o LOT 74 q m VACANT to 9: K: IQ (0 v cli Cl CIR S890 41'58"W 141.25'(P)(M) SCIR 25.00' 10.00' cN r cn C -10 r mD mD Dz mm LOT 75 GRAPHIC SCALE ?M z Q 20 0 10 20 zR° 1 ( IN FEET ) 1 inch = 20 ft. 0 o I ° 13.1' 13.0 C-) I C A U) N 9. n C1 ? Cz ?n m A I/ JOB No. 060070.14 1 I\ 11 No • I 1 I?I y I oy \I ?`I ?I y I\ y I SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA LEGEND: FCM = FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PVCF = PVC FENCE PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & (P) = PLAT DISK (M) = MEASURED CLF = CHAIN LINK FENCE (F) = FIELD HWF = HOG WIRE FENCE (R) = RADIAL LLF.EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED =DEED ? = POWER POLE FND FN = FOUND OAK TREE = PALM TREE PINE TREE = UNKNOWN TREE LEGAL DESCRIPTION: LOT 14 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SURVEYORS CERTIFICATION: CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF 4 D,40RK: 01=3?Z-07 - '- 01-15-07 JACK ??6f?TjHEYaR 6 PROFESSI{ NAL'?VP 1?4b c Ngepo?v NOT VALID WITHOUT THEII$1 NAT4RE AND.M INAL" RAISED SEAL OF A FLORIDA LICENS2D SURV--QP- D• MAPPER 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22' WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 P I I SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA o °o 0 JOB No. 0600 7 0.15 NAL o ° ? LEGEND: ®RIGI FCM =FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO RECENED LOT 74 FIR =FOUND IRON ROD CONC. =CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER ?' FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING III = IDENTIFICATION tl Jf ORB = OFFICIAL RECORDS BOOK PVCF = PVC FENCE ENT PG PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER = ANNING DEPARTM PB =PLAT BOOK SN&D =SET PARKER KALON NAIL & pL ,, W!?'?ER , 25.00 (P) = PLAT DISK CJ+R •' CITY OF CL (M) = MEASURED CLF = CHAIN LINK FENCE -j (n HWF = HOG WIRE FENCE (F) = FIELD ' _ r I R) = RADIAL ( (C) = CALCULATED LLF,EL, = LOWEST LIVING FLOOR ELEVATION 33.00 (D) = DEED =POWER POLE D FND = FOUND OAK TREE 3? = PALM TREE W m W m = PINE TREE C) z R. ' ' " =UNKNOWN TREE ° z SCIR (P)(M) SCIR W 141.25 S890 41 58 o D 13.0' LEGAL DESCRIPTION: 00 LOT 15 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE 00 I PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ? ?J J m O ?I l -u A ml ' D \ SURVEYORS CERTIFICATION: r o ( CERTIFIED T0: RENAISSANCE OAKS, LLC y m LOT 75 o o 0 '? w,RK!of wa+ 07 LAST DATE OF Eli Z VACANT ' C p •_ " 01-15-07 ~ N .?i N \ y C JACK Jy...SfdITH, PS 6144Q PROFESSIgaAL SURVEYOR-c MADE`. 1l NOT VALID WITHOUT T41 ?(IQNAI'1.4r2EZANQ O`RJGLpmL-RAISED SEAL y (? OF A FLORIDA LIQ?IJt `1i4RVtYgt: MAPPER " W ' - 1 SURVI ?%RS NOI . . 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, I? ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF W NORTH 00'11'22" WEST. of O y \? 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. FOR 5/8° ' ' " 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. LB4 64 (P)(M) SCIR W 141.06 S890 41 58 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE 12.9' ELEVATION = 38.23 10.00' 00' 10 C: o HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C . DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X _ { mD n c TYPE OF SURVEY DATE TYPE OF SURVEY DATE R* y Cl) > td ro PROP. HOUSE LOC. FINAL SURVEY Cr mo ° i m m ? HOUSE STAKEOUT UPDATE SURVEY rm z LOT 76 z R- C10 n BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE mm GRAPHIC SCALE m FOUNDATION SURVEY PAGES FOLDER MD 20 '° 20 KLEIN & STAUB SURVEYING, INC. 0 N 1177?-H PROFESSIONAL SURVEYORS AND PLANNERS z 8016 OLD COUNTY ROAD No. 54 > IN FE , NEW PORTRICHEY, FLORIDA 34653 20 p 1 in h ft o OFFICE: 727-834-8140 FAX: 727-834-8150 o I o LB 6928 I `? I o o I I SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA ., ' JOB No. 0600 7 0.16 10.00 LEGEND: 0 FCM = FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO • FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 ORIGINAL D FIP =FOUND IRON PIPE A/C =AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS = IDENTIFICATION RECEIVED C I CB = CHORD BEARING ID = PVC FENCE PVCF OFFICIAL RECORDS BOOK B C m SURVEYOR & MAPPER = PROFESSIONAL PSM = PAGE PG I 007 C) Z07- 75 PB =PLAT BOOK SN&D = SET PARKER KALON NAIL & (P) =PLAT DISK 1lA 6 2 ,E'1,tl m m (M) = MEASURED CLF = CHAIN LINK FENCE D (F) = FIELD HWF = HOG WIRE FENCE LANNING DEPARTMENT m D (R) = RADIAL LLF,EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED CITY OF CLEARWATER M0 (D) = DEED = POWER POLE -1 =OAK TREE D ? =PALM TREE FOR 5/ m ' " ° PINE TREE 4 L84i6 (P)(M) SCIR W 141,06 S890 41'58 UNKNOWN TREE 12.9' r I U ) LEGAL DESCRIPTION: \ I 1 LOT 16 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I >>1 I \ z ? 0 V1 y o SURVEYORS CERTIFICATION: Ni m I CERTIFIED TO: y RENAISSANCE OAKS, LLC O \I 0 J 1.0 O O N o LOT 16 VACANT -0 u \ y a. LAST DATE OF \E 0`. RK: 61, 2 7, I .. .. ? a% 01-15-07 %'S PSM IT 6 JACK S. A F { ? PROFESS NA ". , RVEY ?8c t?AE_p NOT VALID WITHOUT THE? N1rr I EZA ?D QRTV;R',L' RAISED SEAL A R D " n IRVEhtl , M PPE OF A FLORIDA LICD SURVEI OR,5 y? 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN FCIR 5//8" FCIR 5/8" ' ON THIS SURVEY. L84164 (P)(M) I LB4164 S890 41'58"W 140.87 I 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 12.8' 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE 33 00' 10 00' ELEVATION = 38.23 . . c m w , HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C p Z A I DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X ; ° N cor » D D Z TYPE OF SURVEY DATE TYPE OF SURVEY DATE a) m m m PROP. HOUSE LOC. FINAL SURVEY 0 XA 25.00' i? m zR. ? HOUSE STAKEOUT UPDATE SURVEY 00 C I,' r U c I BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE J m ?A GRAPHIC SCALE w lu FOUNDATION SURVEY PAGES FOLDER A mD 20 '° 20 S( KLEIN & STAUB SURVEYING, INC. 00 Ti ND ? C) m ?m c: Z p PROFESSIONAL SURVEYORS AND PLANNERS o m? ( IN FEET) P m 8016 OLD COUNTY ROAD No. 54 0 0 A NEW PORT RICHEY, FLORIDA 34653 t inch = 20 ft. o o OFFICE: 727-834-8140 FAX: 727-834-8150 I I LB 6928 I I SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA 00 OB No. 06007 0. 17 NS 0 o 0 LEGEND: ORIGI o o FCM =FOUND CONCRETE MONUMENT C.B.S. =CONCRETE BLOCK STUCCO EGEPIED .: FIR = FOUND IRON ROD CONC, = CONCRETE R 10 ?? FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP =FOUND IRON PIPE A/C =AIR CONDITIONER 2U?1 A _ - FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ?I A? o ORB = OFFICIAL RECORDS BOOK PVCF = PVC FENCE If DEPARTMENT NG PG PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB =PLAT BOOK SN&D = SET PARKER KALON NAIL & NI PIA D (P) = PLAT DISK I WATER GII'T OF G? C ? FENCE RED (M) = CL = LINK F I = HOG WIRE FENCE HW (F) = FIELD LOT 76 (R) = RADIAL LLF.EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED = POWER POLE D m m FOUND FND = OAK TREE M D = PALM TREE M = PINE TREE n D I = UNKNOWN TREE " m FCIR 5/8" LEGAL DESCRIPTION: FCIR 5/8 LB41164 S890 41'58"W 140.87'(P)(M) LB4164 12.8' LOT 17 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. tV SURVEYORS CERTIFICATION: ?? III CERTIFIED TO: RENAISSANCE OAKS LLC , o o () -pt 0 o LAST DATE 0 -1 D.VRK, k2'- 7 O o N ??`? a y y 0 0 LOT >7 VA CANT 01-15-07 / I y CK lSNtl?kl PSM 610 RVEY ! & hfRPPL i PROFESS1 N4 L 'S 3 v N 4 p. NOT VALID WITHOUT THE)+S1LxllAfi f?E AND,ORGSj L" AIS ©SEAL ? ui \ ?t S& MAPPER OF A FLORIDA LIctNgED SUR O v ? ? ? SURVEYd?t9,?N0,TE?4??"?s m ? I1? I 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, U ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF ' ' " NORTH 00 WEST. 11 22 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. - 33.00' 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 FCIR 5/8 ° 67'(P)(M) SCIR S890 41'58"W 140 L B 4 t16 4 . 12.7' HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C 2003 DATED: SEPTEMBER 03 FLOOD ZONE: X , 0C p Z 00' 25 TYPE OF SURVEY DATE TYPE OF SURVEY DATE Cf) > . ICm 10.00' PROP. HOUSE LOC. FINAL SURVEY u 0 0 C HOUSE STAKEOUT UPDATE SURVEY A LOT 18 r m BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE c 00 ZE DZ GRAPHIC SCALE ° ro FOUNDATION SURVEY PAGES FOLDER 1 m m p ?m zo o to 20 D z 90 n KLEIN & STAUB SURVEYING, INC. o m >D ?? m 00 C: z m m PROFESSIONAL SURVEYORS AND PLANNERS cn IN FEET m 8016 OLD COUNTY ROAD No. 54 I inch = 20 ft. NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 ^ LB 6928 oilGINAL D R?CENE n 1 J({?i ?b LOl)? PIANNIp?G DEPARTMENT TY OF CLEARWATER 25.00' cN ?N CI - 33.00' ?A Z D A Aw m 0 c FCIR 5/8" z LB41164 -z? X oz U1 D K 00 O x X 00 :'J v -a m0 Cn ?A 0 0 0 0 n FCIR 5/8" 64 B L 411 Z 07- 77 S890 41'58"W 140.6 1000, C? ?0 r < mD Km Z R- SCI i I i IOB No. 060070.18 12.7' UI O O 0 0] Qo _ rn L0r 18 VACANT S890 41'58"W 140.48' N SCIR,L 12.6' I Iv 10.00' / 00 z O N ?D Z0T 19 I? cr r SCIR C y {Z , ? N m / (\ D K: D M0 CA ?? GRAPHIC SCALE O > m 20 0 10 20 L.J ( IN FEET 1 inch = 20 ft I t\ SCIR I 1 n) O ?I \ ? (n y I? o y ?I y SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA LEGEND: FCM = FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PVCF = PVC FENCE PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & (P) = PLAT DISK (M) = MEASURED CLF = CHAIN LINK FENCE (F) = FIELD HWF = HOG WIRE FENCE (R) = RADIAL LLF,EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED DEED = POWER POLE FND FN D FOUND = OAK TREE PALM TREE = PINE TREE = UNKNOWN TREE LEGAL DESCRIPTION: LOT 18 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC 4'y LAST DATE OF,-(I?d A?bRK: 01=1 T-Q7 r 01-15-07 JACK Yj.-''SNI i i, PSM 1'P 61Q4 PROFESSIONAt-RVEY L& 1; NOT VALID WITHOUT THEI1S NA', E AND ORIGt'NAL RAISED SEAL OF A FLORIDA LICIE SI1PFtl f?%bi MAPPER SURVEY?IfE„t?Qj?$:?'` 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY ' BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE CU Z CONC. CURB & GUTTER FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 ORIGII?IA?? RECEDED PLANNIN G?R IA ERj CITY OF I FCIR 5/8" LB4t164 C z O O N 41 N 0 (\ 41 41 0) 0 'D L 33.00' AW mU n0 C Zt Z OZ !n D O7 K: Oa N O Cn ? ?m ?A Db m AD, m -n -TI Un ?D r SCI GRAPHIC SCALE 20 D o 20 ( IN FEET ) I inch = 20 ft. CN --j cn Id a D w> m C) K: m 10.00' IZRo O ?D Cr r-Tl ?Z Mm D' ?r mD KZ Ma zN iD 0 m J O O 1015- N890 41'58"E 65.33'(P TRACT A-6 LOT >8 S890 41'58"W 140.48' / / SCIR f/ 1 I n LOT >9 SCI N bo J ?A U 0 N O 09 CA (n 0? ? O .. m 12.6' SCIR VACANT I 2' CONC. I CURB & GUTTER 1 SCIR / SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA JOB No. 060070.19 n `vl y vl Oly ?y y y FCM = FOUND CONCRETE MONUMENT FIR = FOUND IRON ROD FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK PG = PAGE PB = PLAT BOOK (P) = PLAT (M) = MEASURED (F) = FIELD (R) = RADIAL (C) = CALCULATED FND =DFOUND OAK TREE = PALM TREE } = PINE TREE = UNKNOWN TREE LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC, = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF,EL. = LOWEST LIVING FLOOR ELEVATION -0- = POWER POLE UTOIORgINgG C18 \ egSeM EN 7- ay .0 LOT 20 SCIR / S gyp, Cf) O O 0 CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C16 53'58'05" 25.00 23.55 22.69 N26- 41'00"E C17 94°30'15" 60.00 98.96 88.12 S06°24'56"W LEGAL DESCRIPTION: LOT 19 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF wovn :'61VSj2AQ7 0 -15-07 JACK f?ITH, PS t4&, 61 09 PROFESSIadL yU?VEYQ5;?c Fla NOT VALID WITHOUT TH E /513NkT E;W ORT L-RAISED SEAL OF A FLORIDA LIA E9 SU?RVEKOR_4 ,tcAPPER SURVE`r!'U'RS NOTI§`.? -- 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 ORi REC D n PLANN ARTMENT ,LWWATER CITY O I I GRAPHIC SCALE 1 20 0 10 20 1 ( IN FEET) \ 1 inch =, 20 fL Y 65.33'(P) - 2' CONC. CURB & GUTTER 1 i 7 SCI I / LEGAL DESCRIPTION: LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC. = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF,EL. = LOWEST LIVING FLOOR ELEVATION = POWER POLE LOT 20 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LOT 19 C18 00. / ?S SCIR / 00. 0 Gi Ot) rq TRACT A-6 15" 312" {TWIN1 P) 15" `^,?,' o LOT 20 o VACANT a C) (A 00 rri COULD NOT SET FALLS IN TREE 10' WALL, FENCE, LANDSCAPE & UTILITY EASEMENT_ _ 06 -- - " - - a" - ? 4 " 12" - B. - -{?'? 8" 24 ()15" 6 `, " 8" 0 10g" " 140.00'(P)(C 86" ° 10" 15 25.00' 10" 10' DRAINAGE & o 25' DRAINAGE \ UTILITY EASEMENT °o EASEMENT PER 20' DRAINAGE & LOT 12 PLAT OF THE CREST UTILITY EASEMENT THE C'RE'ST PLA T BOOK 95, PAGES I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC N 6" 4" 10b 4"b ^'''} 4° iCIR 1 OTWIN16" '18" 100.00'(P) " CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C18 91-34'48" 60.00 95.90 86.01 S86°37'36"E 72-7,3 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA JOB No. 060070.20 FCM = FOUND CONCRETE MONUMENT FIR = FOUND IRON ROD --I L EA/VIVE COUR T?RA C T A FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE _ 20' ASPHAL T 50' R/W PER PLA T FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK PG PAGE PB = PLAT BOOK (P) = PLAT (M) = MEASURED (F) = FIELD (R) = RADIAL (C) = CALCULATED D FOUND FND = SCIR OAK TREE G / 71 = PALM TREE 10' DRAINAGE & .8 = PINE TREE UTILITY EASEMENT / o =UNKNOWN TREE S _--- -- LOT 27 LAST DATE OF FIE-3 WORK-. ?;'U7 •ai, 01-15-07 JACK fl. 5 r$1H PSITIGo2k 6140. PROFESS I L: JRVEYOR c MAPPER NOT VALID WITHOUT THdtG)dT IRE 0(`601qE.RAISED SEAL , AND,,NAPPER OF A FLORIDA LIC,CiDE3;hRVOR I SURVEYORS NOWC,\-a' _ - I 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LIN_E.SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 LOT 13 ORIG04L RECEKD - - 9 PINNING DEVA CIV OF CLi?RWAO 7 C18 N LOT 20 GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. P8" 018" 6" 6", 10" 8.. 15" SCI 10' DRAINAGE & 100 UTILITY EASEMENT 0 LOT 12 -I------------ CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C19 11 0 43'34" 60.00 12.28 12.26 N41 ° 43'13"E C20 53° 58'05" 25.00 23.55 22.69 S62° 50'20"W LOT 13 THE CREST PL A T 500K 95, PA GES 2^ ? 8" 72- 73 i 010" 1. BEARINGS SHOWN HEREON ARE BASED ON T}1cA3T`L1NE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A. BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X - - - - - - - TYPE OF SURVEY DATE TYPE OF SURVEY DATE 12" 6" 10 ("'L10" 4 PROP. HOUSE LOC. FINAL SURVEY ??R6 100.00'(P) HOUSE STAKEOUT UPDATE SURVEY 10" 12" 10" BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER - - - - - - KLEIN & STAUB SURVEYING, INC. LOT 14 PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 JOB No. 060070.21- _LEANNE COURT rTRAC_T 20' 4 5PHAL T 50' R/W PER PLA T / J 2' CDNC, N N CURB & GUTTER N J SCIR SCIR N890 49'22"E 641.42'(P 0 71.60'(P)(M) 0 100.00'(P ,7 6 0 10' DRAINAGE & UTILITY EASEMENT 01 -- - - - - - - - - - - - SCIR / U) 0 0 ° 0 C 0 Cl° Z-07- 21 1t; q VACANT L'-F? LOT 22 0 o 012- 10' WALL, FENCE, LANDSCAPE & UTILITY EASEMENT 4"(Z lo" 4" lo 015" CI TWIN p" 18" 0 000 0 b 36" LITWIN 6" 100.00' P M 8 - D S89° 49'22"W 875.12'(P) SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC. = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL 8 DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF,EL, = LOWEST LIVING FLOOR ELEVATION -O- = POWER POLE FCM = FOUND CONCRETE MONUMENT FIR = FOUND IRON ROD FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK - PG = PAGE - PB = PLAT BOOK (P) = PLAT (M) = MEASURED (F) = FIELD (R) = RADIAL (C) = CALCULATED (D) = DEED - FND = FOUND OAK TREE = PALM TREE - = PINE TREE = UNKNOWN TREE LEGAL DESCRIPTION: LOT 21 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC as \\r1 ir. LAST DATE OF F?9 `WORK: I7r1,2-07 01-15-07 JACK -W 'vi, PSk1- lq. 6Q0 PROFESS l L: SURVEY t; & McEf ; NOT VALID WITHOUT TFT RECAP O?,i01Nj , kt RAISED SEAL OF A FLORIDA L.1 URijR"?wMAPPER SUF$VE {)l NOL'ES icZ j / RECEIVED e - I SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA JOB No. 060070.22 j'A i? LUV1 PLANNING DEPARTMENT L_EA/VNE_ COURT KTRA C T A CITY OO ARWA 20' ASPHAL T 50' R/W PER PLA T N N v ? SCIR SCIR 71.60'(P) 100.00'(P) 10' DRAINAGE & UTILITY EASEMENT o iq - 2' CONC, CURB & GUTTER FCM = FOUND CONCRETE MONUMENT FIR = FOUND IRON ROD - - FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK PG = PAGE PB = PLAT BOOK (P) = PLAT (M) = MEASURED (F) = FIELD (R) = RADIAL (C) = CALCULATED (D) = DEED FND = FOUND OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC. = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF,EL. = LOWEST LIVING FLOOR ELEVATION = POWER POLE LEGAL DESCRIPTION: 06" LOT 22 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 100.00'(P) I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC 0 O 0 0 0 0 c,, O l; w 01 m r LOT 22 LOT 21 VACANT o a j N J Un o12" GRAPHIC SCALE 20 0 10 20 10" ( IN FEET ) 1 inch = 20 ft. 04" 10' WALL, FENCE, LANDSCAPE & UTILITY EASEMENT 4") tO") " - 0 J 0 - - 12" 18" 100.00'(P) 8" D36 ° SCIR 10' DRAINAGE & a e" - - - - - UTILITY EASEMENT 0 - LOT 13 12" 6" 10" D10" 4 15" (3? 0" 4Y " ??100.00'(P) 18"9 ' SCIF 12" LOT 14 THE CREST PL A T BOOK -95, PA GIE-5 L OT 23 LAST DATE OF FIE#?L(-Wpali r-4'7'07 ?u 01-15-07 JACK' SFrTH, PS 6140 tSo PROFESSAL•. URVEYOR?& MAPPED NOT VALID WITHOUT TH ?6?9%.. ,, R q U O?RIG?NAL RAISED SEAL OF A FLORIDA LGE?iSEb+SURVEYOR AAA -rAAPPER SURVE+64RS NQ 11; 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. E THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 ( HUD/FIA F.I. R.M. COMMUNITY PANEL No. 1251390089C/1210300089C 4 DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE 8" 1 " 4" 10 8" 4" PROP. HOUSE LOC. FINAL SURVEY } 0 6" 12" , 12 00'(P) 6 100 " HOUSE STAKEOUT UPDATE SURVEY 12 . 15 20 S89-49'22"W 12'(P) 875 BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE . FOUNDATION SURVEY PAGES FOLDER _ _ - - - ?- _ - - - _ KLEIN & STAUB SURVEYING, INC. LOT 15 PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 72-73 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 I \ SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA / JOB No. 060070.23 - ORIGINAL L E-A N/VE- COURT TRA C /T A - FIR = FOUND IRON F - E EWER- - - - - - - - - - - - - FCIR = FOUND CAPPEI 20 ASPHAL T 50 R/W PER PLA T FIP = FOUND IRON F FPIP = FOUND PINCHE 16 2009 CB = CHORD BEARD U ORB = OFFICIAL RE( JAN PG = PAGE rtl = rLHI Duun (P) = PLAT (M) = MEASURED (F) = FIELD (R) = RADIAL (C) = CALCULATED (D) = DEED FND = FOUND OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE LEGAL DESCRIPTION: LOT 23 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LEGEND: fE MONUMENT C.B,S, = CONCRETE BLOCK STUCCO D CONC. = CONCRETE IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 'E A/C = AIR CONDITIONER IRON PIPE LB = LICENSED BUSINESS ID = IDENTIFICATION RDS BOOK PVCF =PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF.EL. = LOWEST LIVING FLOOR ELEVATION = POWER POLE LAST DATE OF PAX WORK:• 1-,1 107 3 01-15-07 JACK )V ,SKH, PS64 add. 6140 ;t PROFESSUlAL+-,SURVEYOl& MAPP R; NOT VALID WITHOUT THE, GI'?R?? ORIGAL: RAISED SEAL OF A FLORIDA LICE?S SURVEYQR'ANp MAPPER SURVEYORS N( 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 LOT 14 LOT 15 LOT 16 THE- CRE-sT ? PLA T BOOK 95, PAGES 72-73 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA ORIGINAL ?- JOB No. 060070.24 RECEIVED LEGEND: L = CONCRETE BLOCK STUCCO _E,4NNE _ COUR?TR,4C T FCM FOUND CONCRETE MONUMENT C.B.S. ,4? JI?I ?0 20' ASPHAL T 50' R/W PER PLA T - FIR = FOUND IRON ROD CONIC. = CONCRETE FC[R =FOUND CAPPED IRON ROD SCIR =SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER PLANNING DEPARTMENT FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PVCF = PVC FENCE PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER 2' CONC P> =PLAT BOOK SN&D = DSET ISK PARKER KALON NAIL & M) = CL = IN u W CURB & GUTTER (F ) = F ELDRED HWF = HOGIWIRE FENCE FENCE (R) = RADIAL C) = CALCULATED LLF.EL, = LOWEST LIVING FLOOR ELEVATION N ( SCIR N890 49'22"E 641.42'(P) SCIR =POWER POLE 100.00'(P) a 100.00'(P)(M) 100.00'(P) FND- 0 AK TREE 10' DRAINAGE & UTILITY EASEMENT 10 = PALM TREE PINE TREE - - - - N - - - - - - - - - - - - - - - - - - - - - - - - - - - O ,nf , =UNKNOWN TREE O ? LEGAL DESCRIPTION: LOT 24 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. WETLAND SET SURVEYORS CERTIFICATION: GRAPHIC SCALE CERTIFIED To: 20 o o 20 RENAISSANCE OAKS, LLC a In (n ( IN FEET) a 1 inch = 20 ft. Oho N LAST DATE OF ©f?K: 01!j1?07 m LOT 24 m ZOT 25 I/ACANT 01-15-07 JACK vJ ilrGT-H, 61 LOT 2,3 v PROFESSIdt L iYRVEYQgj& PEB Cl ?I z r?? ? NOT VALID WITHOUT THE I? ATtJ,gE ?Af Oj 6161AL `RAISED SEAL OF A FLORIDA LICfl?I "SUR1/ 0 A(aD_MAPPER SURVEYCIR> ,\NO 1. 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. } 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. "''TRIPLE6" THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN 6" ON THIS SURVEY. 1WIN6" {? 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. {? {? T1MN6" 06" 6" 6" 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE 04"8"6" 1^x'4" '°x'10" WETLAND SETBACK LINE ELEVATION = 38.23 11MN 4" T 4 D- TWIN4"6" HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C 10' WALL, FENCE, LANDSCAPE DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X & UTILITY EASEMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TYPE OF SURVEY DATE TYPE OF SURVEY GATE 12" 4" 4" TWIN24" 1 " 4" 10" 20 10 4" 4 4" o 0{4" 12" PROP. HOUSE LOC. FINAL SURVEY CL I 28" SCIR C)8. ?8" 100.00'(P)(M) "' g" 15" 6" 12" D6" SCIR 100.00'(P) HOUSE STAKEOUT UPDATE SURVEY )0.00'(P) 6"12" ' 812" 0 10' DRAINAGE & lp S89°49'22 W 875.12'(P) 10" BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE UTILITY EASEMENT FOUNDATION SURVEY PAGES FOLDER ----------------------------- KLEIN & STAUB SURVEYING, INC. LOT 15 LOT 16 LOT 17 PROFESSIONAL SURVEYORS AND PLANNERS ROAD No. 54 THE CREST N8016 PORT D RICHEY,, COUNTY FLORIDA 34653 PLA T BOOK 95, PAGES 72-73 OFFICE: 727-834-8140 FAX: 727-834-8150 I I LB 6928 ORIGINAL SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA JOB No. 060070.25 LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC. = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALDN NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF,EL, = LOWEST LIVING FLOOR ELEVATION = POWER POLE - - FIR = FOUND CONCRETE MONUMENT RECEIVED L E_AMAXf- COURT TRA C T A - 20' ASPHAL T 50' R/W PER PLA T - FIR = FOUND IRON ROD AN ? ? ^Op7 FIP = FOUN CAPPED IRON ROD too FIP =FOUND D IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING MANNING DEPARTMENT ORB = OFFICIAL RECORDS BOOK PG =PAGE CITY OF etbWMAHR 2' C?NC, PB = PLAT BOOK (P) = PLAT w W CURB & GUTTER ( MEASURED N ASPHALT O) = FIELD Cl (R) = RADIAL N89° 49'22"E 641.42'(P) SCIR (C) = CALCULATED SN&D (D) =DEED 100.00'(P) a 100.00'(P)(M) FND OAO K TREE 10' DRAINAGE & UTILITY EASEMENT o / /1 = PALM TREE _------- -- --- -- -?- _ --}=PINE TREE ACCESS =UNKNOWN TREE C EASEMENT WETLAND / LEGAL DESCRIPTION: ASPHALT SETBACK LINE L - - - / I LOT 25 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT 30.00' / THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE EI PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ; WETLAND SETBACK LINE SURVEYORS CERTIFICATION: CERTIFIED TO: N / 1 I RENAISSANCE OAKS, LLC O // 0 ? / oo LAST GATE OF FItN WORK: I9 X12-07 rr LOT 25 ?'TRACT A-5 <` v .?. 1.L LOT 24 VACANT D?oinage gip 01-15-07 J / Eosement ?- JACK yL SWrH, PS . 6 01 a a' Ln 1- / PROFESS?.IL.URVEY?Fd?" ?& M& ?R, NOT VALID WITHOUT TH'E`tA-S'IO?vA UR Nbfl dZ GSlllAL RAISED SEAL OF A FLORIDA LIyCt S Sl1 Zv OR-Avg ?MAPPER GRAPHIC SCALE SUf?YEYORS N" ? 20 0 10 20 ' " , f-' 1. BEARINGS SHOWN HEREON ARE BASED ON THE ?A'ST LINE SECTION 33, {? ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF ^l'30" p % NORTH 00'11'27' WEST. s 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. ( IN FEET 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. 1 inch = 20 ft. I THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN / I ON THIS SURVEY. TWIN6" {? 6" / I 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. ' 0 "TWIN6" ()6" 'D6" 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE 4" 10° TWIN6" WETLAND SETBACK LINE ELEVATION = 38.23 {? ^.'TWIN4"06" ??? C 0408- HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C 10' WALL, FENCE, LANDSCAPE N I/ / DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X s & UTILITY EASEMENT - - - -7 =? - - - - - - - - TYPE OF SURVEY DATE TYPE OF SURVEY DATE 10" 4" 4" 4" - - - - - - TWIN24" 4" p PROP. HOUSE LOC. FINAL SURVEY 00.00( "" 6° 15" 12' 6" 12" 06" L R 100.00'(P)(M) HOUSE STAKEOUT UPDATE SURVEY 10" S890 49'22"W 875.12'(P) 10' DRAINAGE & SCIR BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE a - - UTILITY EASEMENT a - - - \'?WETLAND LINE FOUNDATION SURVEY PAGES FOLDER - - - - - - - - - - - - - KLEIN & STAUB SURVEYING, INC. THE CREST PROFESSIONAL SURVEYORS AND PLANNERS LOT 16 i PLA T 500/K 95, PAGES 72-73 LOT 17 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 I LB 6928 RECEIVED SCI 109. o' 11J Ull? 1 FACE, LANDSCAPE o PLANNING BEN4h-L MEMY EASEMENT o - - CITY 8F CL€ARWATER-- - - -- Z OT 27 N i GRAPHIC SCALE 20 o D 20 ( IN FEET ) I inch = 20 ft. 10' DRAINAGE & UTILITY EASEMENT o 83.70'(P) Iq 100.00' JOB No. 060070.26 / WETLAND SETBACK LINE WETLAND LINE i i J Aj Zi/ / 1 ,SA ' i i S89°49'22"W N 350.15'(P) --- 2' C0NC. Z E-AIVIVE COUR T (`TRA C T _A CURB & GUTTER 20' A5,PHAL T 50' R%W PER PLA T SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA LEGEND: FCM = FOUND CONCRETE MONUMENT C,B,S, = CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PVCF = PVC FENCE PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PEI = PLAT BOOK SN&D = SET PARKER KALON NAIL & (P) = PLAT DISK (M) = MEASURED CLF = CHAIN LINK FENCE (F) = FIELD HWF = HOG WIRE FENCE (R) = RADIAL LLF,EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED DEED = --0- = POWER POLE FND FN FOUND = OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE LEGAL DESCRIPTION: LOT 26 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF I.DSV?bR,6 `Q1-1'2=007 •J ?- 1-15-07 JACK Sv.,?SMj H, Ps,r, , 1.40d', PROFESSI6O;;A SUfj+E108c NjAPIR:` NOT VALID WITHOUT THE S64ATtf* RVD?D??(iNAL RAISED SEAL OF A FLORIDA LIC6NED SUR{? AND MAPPER I SURVEYORS NQITES:, I 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 - HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY 01-15-07 FIELD BOOK SEE _ FOUNDATION ESURVEYd PAGES FOLDER _ KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 U/VPLA TTED LAND 1 N89' 43'29"E 6' PVCF 015- 15" - - -0 - 018- TWIN12" 10" 10" z 0 0 0 w Co 3 i^''42" 100,00'(P)(M) 0 375.10'(P) kSCIR WETLAND SETBACK LINE LOT 26 VACAA/ T f 30.00' 1 N ACCESS cn o EASEMENT -Q- - - - N OIL TRACT A-4 Oroinoge E'osement SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA FCM = FOUND CONCRETE MONUMEP FIR = FOUND IRON ROD FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK PG = PAGE PB = PLAT BOOK (P) = PLAT (M) = MEASURED (F) = FIELD (R) = RADIAL (C) = CALCULATED (D) = DEED FND = FOUND OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC. = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF.EL. = LOWEST LIVING FLOOR ELEVATION = POWER POLE LEGAL DESCRIPTION: LOT 27 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF .:fL&13 ,WORK: f, %I-v- 7-, , w - + 01-15-07 JACK V.:?f?, PSM ho. 61' PROFESS19NAL:!?1IRVEYQk f?AR..PF? f NOT VALID WITHOUT THEJISJI yN,AT,I E-A?J QRIGt?AI.`RAISED SEAL OF A FLORIDA LICENry?D SI?RYEYCRtR SAPPER SURVif%R&. NO;?r` 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X 20" ASPHAL T 50" H'Zw h-'?K /-ALA / GUKVt UtLIH MAUIUJ LLNUIH GHUNU CtANINU C21 89° 52'36 25.00 39.22 35.32 S45° 14'20E TYPE OF SURVEY DATE TYPE OF SURVEY PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK FOUNDATION SURVEY PAGES KLEIN & STAUB SURVEYI' DATE SEE FOLDER G, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA JOB No. 060070.28 LOT 28 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT coo THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE o PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LEGAL DESCRIPTION: LEA/V/VE-COURrt,-TRACr A-? _ 20' ASPHAL T 50' R/W PER PLA 7 CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C31 90'07 1 24 25.00 39.32 35.39 N44°45'40"E Q? ( n? V1 I \ y I? ?ly ?v y C. I CURB & GUTTER -u I v LEGEND: FCM = FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PLS = PROFESSIONAL LAND SURVEYOR PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & (P) = PLAT DISK (M) = MEASURED EL. = ELEVATION (F) = FIELD = CENTERLINE (R) = RADIAL LLF,EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED (D) = DEED = POWER POLE FND = FOUND OAK TREE = PALM TREE = PINE TREE UNKNOWN TREE I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF f0 .lYORK.)1 »r&*-Y7 01-11-07 JACK yJ.?SRfH'H, PSM t of 6t40 PROFESSI19N/L .SURVEY & E tR NOT VALID WITHOUT THEE JIkI RE?AjNrU QRI01(^Al RAISED SEAL OF A FLORIDA I l?EN?D,,StOAE'Y6P-? tl: MAPPER SURVEYORS1Ky??'-"?'- 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF SCIR NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X \ TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-11-07 FIELD BOOK SEE - - - FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 N I I 1 1 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA o I JOB N o . 060070 .29 0 LEGEND: m P, FCM = FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO p -? o LOT 30 0 o FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 p '-z FIP = FOUND IRON PIPE A/C = AIR CONDITIONER o FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS 0 .. CB = CHORD BEARING ID = IDENTIFICATION ^ 0 I ORB = OFFICIAL RECORDS BOOK PLS = PROFESSIONAL LAND SURVEYOR PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & LOT 37 p (P) = PLAT DISK o (M) = MEASURED EL. = ELEVATION (F) = FIELD Ck = CENTERLINE o (R) = RADIAL (C) = CALCULATED LLF.EL. = LOWEST LIVING FLOOR ELEVATION GRAPHIC SCALE <;0 o I FND =DEED ? = POWER POLE FOUND 20 0 10 20 m D :E OAK TREE C) 0 = PALM TREE rrI 0 K T m 0 ? = PINE TREE ( IN FEET) r t z IR, rn D? ' =UNKNOWN TREE 1 inch = 20 fk SCIR 10.00' ? I LEGAL DESCRIPTION: N89° 41'58"E 130.00'(P)(M) SCIR LOT 29 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT ORIGINAL SCIR 12.9' w THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE RECEIVED N PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 1 AN 200'p 9 I ? N 1-1 PLANNING DEPARTMENT O ? CITY OF CLEARWATER ? SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC I a co y ? LAST DATE OF Fa, WORK: 0-07 rn 00 0 I ? 00 I -11-07 LOT 38 ?N VACANT JACK K fW. Sbl i PSM" Ny. 66 0 ? .. . tom PROFESSa'4A? URVEYU? . MAPPER y NOT VALID WITHOUT TIJE IGC URF?/ (RIVi AL RAISED SEAL ' \ OR;ANQ MAPPER OF A FLORIDA Ld SESIMQ .01 r SU41!?ORS' (?. Iy 1. BEARINGS SHOWN HEREON ARE BASED ON TH@'EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. y }? 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 SCIR SCIR N890 41'58"E 130.00'(P)(M) 12.8 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C 2003 DATED: SEPTEMBER 03 FLOOD ZONE: X w , u7 0 TYPE OF SURVEY DATE TYPE OF SURVEY DATE .: PROP. HOUSE LOC. FINAL SURVEY 70 HOUSE STAKEOUT UPDATE SURVEY LOT 39 T 8 c I BOUNDARY SURVEY 01-11-07 FIELD BOOK SEE LO 2 td N FOUNDATION SURVEY PAGES FOLDER 9 KLEIN & STAUB SURVEYING, INC. m0 00 C: z PROFESSIONAL SURVEYORS AND PLANNERS N m I 8016 OLD COUNTY ROAD No. 54 A NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 N f 1 1 I SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA o JOB N o. 060070. 30 o LEGEND: FCM = FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO 0 co FIR = FOUND IRON ROD CONC. = CONCRETE 0) FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 T7 L OT FIP = FOUND IRON PIPE A/C = AIR CONDITIONER p - Q FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS ^ CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PLS = PROFESSIONAL LAND SURVEYOR PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL 6 (P) = PLAT DISK L 0 T 36 (M) = MEASURED EL. = ELEVATION (F) = FIELD CL = CENTERLINE C: (R) = RADIAL LLF,EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED GRAPHIC SCALE C? = DEED )D = FOUND = POWER POLE N 20 0 10 20 I OAK TREE m D = PALM TREE Cf) y = PINE TREE ( IN FEET M M K = UNKNOWN TREE 1 inch = 20 ft. LEGAL DESCRIPTION: SCIR I ' 10.00 LOT 30 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT N890 41'58"E 130.00'(P)(M) SCIR THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE IC RECORDS OF PINELLAS COUNTY FLORIDA P B (I il 12 9' . , U L SCIR . ORIGINAL I RECEIVED ti ?i?ltl 1 6 203 Itl 1 N SURVEYORS CERTIFICATION: N W CERTIFIED TO: PLANNING DEPARTMENT ?'U J RENAISSANCE OAKS, LLC CITY OF CLEARWATER 0 o y LAST DATE OF l?L-B; WORK: ? -"I0-07 LOT 37 °0° 0 ^o 01-11-07 N ? ? m LOT 3O o 5M1i, PSIFr o. Q JACK ?N. VACANT v Q PROFESSrOIAL SURVEYQRU,& MP(PE? ; ?\I \ NOT VALID WITHOUT TfyE SIGa Rj 0 IGIIN RAISED SEAL OF A FLORIDA 0 S U J OR N MAPPER a SUR R?•NOIE6!•-7::C - 1. BEARINGS SHOWN HEREON ARE BASED OkA'TWI,,? eI.NNE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. \ L? 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. (\ O THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN 01 ?o ON THIS SURVEY. CY) y EO 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. I 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ?! N ELEVATION = 38.23 SCIR v m SCIR COMMUNITY PANEL No. 1251390089C/1210300089C HUD/FIA F I R M SCIR N890 41'58"E 130.00'(P)(M) 12'9 CY) . . . . DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X N v TYPE OF SURVEY DATE. TYPE OF SURVEY DATE N PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY (Cl BOUNDARY SURVEY 01-11-07 FIELD BOOK SEE LOT 38 LOT 29 A Gi N FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. ?Q PROFESSIONAL SURVEYORS AND PLANNERS i 8016 OLD COUNTY ROAD No. 54 A NEW PORT RICHEY FLORIDA 34653 , o F OFFICE: 727-834-8140 FAX: 727- 0) iwii LB 6928 m o 0 ? o O , ? .. N O U LOT 35 GRAPHIC SCALE 20 D D 20 LOT 32 r-1 r ( IN FEET I inch = 20 ft. SCIR 12" " 4 J 6 0 15" 6" N89" 41'58"E ' v 130.00 (P)(M) SCIR 12" 10" w w 0 N CL a ? C9 rH V 0 ? u- z0 y "`T F U (A 0o LOT 35 00 Cl , . 0 ? N co 01 vm o LOT 31 ?. VACANT W B. TWIN10" 18" 8" 12.9 O z O O W O N U O 41 LOT 37 SCI SCIR N89° 41'58"E 130.00'(P)(M) LOT 30 J n I c m w N 4o C7 ?c cz ?n m m tv Ir-, I? y? 1 y HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-11-07 FIELD BOOK SEE N FOUNDATION SURVEY PAGES FOLDER L4 INC KLEIN & STAUB SURVEYING , . PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 SECTION 33, TOWNSHIP 26 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA JOB No. 060070.31 N 0 C ?O r ?o mD >z (n D m0 mMKm zR* 11 0.00 Sal FCM = FOUND CONCR FIR = FOUND IRON F FCIR = FOUND CAPPEI FIP = FOUND IRON F FPIP = FOUND PINCHE CB = CHORD BEARD ORB = OFFICIAL REC PG = PAGE PB = PLAT BOOK (P) = PLAT (M) = MEASURED (F) = FIELD _ (R) = RADIAL (C) = CALCULATED (D) = DEED FND = FOUND OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE LEGEND: MONUMENT C,B,S. = CONCRETE BLOCK STUCCO CONC. = CONCRETE RON ROD SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER IRON PIPE LB = LICENSED BUSINESS ID = IDENTIFICATION DS BOOK PLS = PROFESSIONAL LAND SURVEYOR PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK EL. = ELEVATION CL = CENTERLINE LLF,EL, = LOWEST LIVING FLOOR ELEVATION = POWER POLE LEGAL DESCRIPTION: LOT 31 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF EitI j)+ WORK;..' t?0,y 07 0 t-11-07 JACK. SbtlT H, S S ao. 6140 PROFES?*11,L-'sURVEYOR-& MM ; NOT VALID WITHOUT T6Er€;IGN?(yUR? US lzRAISED SEAL OF A FLORIDA IIA S?Q\ URV Yov MAPPER ,yCRS N - 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 N °V' J " o? w • ? N ?? LOT 34 GRAPHIC SCALE 20 0 10 20 ( IN FEET 1 inch = 20 ft. SCIR 015" - L OT 33 N890 41'58"E 130.00'(P)(M) r`- W W F- C-- 3 ?3 cm w N 4. V +.u Li3 --CC) a ,' b U 0ae z? 71-1 z 5G LO o 00 LOT 35 0? 0 , N 0 N L OT 32 o "m -u VACANT SCIR 12" , ?j 6- 15" 6" N89° 41'58"E v 130,00'(P)(M) SCIR 12" 10" LOT 36 LOT 31 18" 024" 8" TWIN10" 8" C F -10 <A r1 D >z mD ?m m z? N 0 0 SCI 12.9 z 0 0 0 N 01 am 12. n I C A b7 N 4" n ct o cz m ;) SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA JOB No. 060070.32 (\ O I? I? O "I \I? t 11 ? y I z 0 O EO 0 N J c-n ao ? .I ? W ? o„ -0 1 SCI 1 FCM = FOUND CONCRETE MONUMENT FIR = FOUND IRON ROD FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING 24' ORB = OFFICIAL RECORDS BOOK PG = PAGE PB = PLAT BOOK (P) = PLAT (M) = MEASURED (F) = FIELD (R) = RADIAL (C) = CALCULATED (D) = DEED FND = FOUND OAK TREE = PALM TREE = PINE TREE 0 = UNKNOWN TREE LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC. = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PLS = PROFESSIONAL LAND SURVEYOR PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK EL. = ELEVATION = CENTERLINE LLF,EL. = LOWEST LIVING FLOOR ELEVATION = POWER POLE LEGAL DESCRIPTION: LOT 32 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF FXLQ WORK: 161-+10 07 C. 01-11-07 JACK pV. SMI4i, PSIS' 60. 6140 \ PROFESS?L -URVEYORt& MArFI?ER- L NOT VALID WITHOUT THE.$ICI RGANG 0?1yIN L. RAISED SEAL OF A FLORIDA LI a ?Ej"ZUWE'10R"•Atjk, MAPPER SURV RS r16 !S 1. BEARINGS SHOWN HEREON ARE BASED ON THE"EAST ZINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'27' WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-11-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 10' DRAINAGE & UTILITY EASEMENT 105.00'(P) N89" 44'54"E 172.53'(P) 20" O 0 SCI PA TRICK PL A CE (TRA C T A - ?? 20' ASPHAL T 50' R/W PER PLA T 024- / SC 1 33.35'(P) SCIR- N J N89° 44'54"E, SCIR Z? 1-- {`? `015" a 2 ? c°l?j a Cfl (] J Oa Z0 ;? 0 LOT"34 0 N o0 w? r; o I N v m J 2D GRAPHIC SCADLE 20 015" 1 1 ( IN FEET ) 1 inch = 20 ft. SCIR /- 0 T 33 VACANT N890 41'58"E 130.00'(P)(M) o SCIR 0 0 I SCIR CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C28 89°57'04" 25.00 39.25 35.34 N45°16'34"W LOT ,35 L OT -72 z DO O O co ? Oo O ul N) 024" rn J SCI I ?v 13.0' y I? Q) v ?I rl y I 12.9' n c I Gi w 4" n Ma C: Z -i ri-I A I LEGAL DESCRIPTION: LOT 33 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LEGEND: \ FCM = FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PLS = PROFESSIONAL LAND SURVEYOR PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & (P) = PLAT DISK (M) = MEASURED EL. = ELEVATION (F) = FIELD FL = CENTERLINE (R) = RADIAL LLF,EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED =DEED FND = FOUND -0= POWER POLE FN OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE VT' SCI Z O O ao O N Du v w 0 I SURVEYORS CERTIFICATION: I S SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF Fla.,?WORK; ,1'7:;,10-07 r A, ??. 01-11-07 JACK .W. S PS1 ISO. 6 PROFESS(05L::kURVEYOR MEJJ7 # NOT VALID WITHOUT THE-,OGyr?Ci JRE 4 A4155 i5-RAISED SEAL OF A FLORIDA LICEE?SED??U V OR•A MAPPER SURVEYORS NO;?S'_•' y 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 J N HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C to DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-11-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 SCIR NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 N 105.02'(P) 10' DRAINAGE & UTILITY EASEMENT c/ ,? 34.18'(P) SCI SCIR I- o N W W _ no d Q J v LLu O t? LL_ Z ? Z gv 10' DRAINAGE & UTILITY EASEMENT 105.00'(P) N890 44'54"E 172.53'(P) zu -JOE PO-. 0007-T 0 6 o• SCI PA TRICE PL A CE ( TRA C T A - ?? 20' ASPHAL T 50' R/W PER PLA T SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA LEGEND: FCM = FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PVCF = PVC FENCE PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & (P) = PLAT DISK (M) = MEASURED CLF = CHAIN LINK FENCE (F) = FIELD HWF = HOG WIRE FENCE (R) = RADIAL LLF,EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED =DEED -0- = POWER POLE FND FN = FOUND OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE LEGAL DESCRIPTION: LOT 34 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC I \I Q 1 ?I \ (/) y O 1 ?r LAST DATE OF E;EL?',\WQRK) -7ts?g 07 4 !%L9 _ 01-15-07 /ACK SWI H, PSM)Id . 614? PROFESSIOG?AL•,.'?11RVEYORMAPPER' r _ ?I IXAAL; RAISED SEAL NOT VALID WITHOUT THE k(+ JRE,AF:g 01 OF A FLORIDA LIC,SEQ$URVEY0 .R'9 MAPPER SURVEt',4RS NOW_0 1. BEARINGS SHOWN HEREON ARE BASED ON 'THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'27' WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-15-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 o SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDI w I o JOB No. 060070.35 0 LEGEND: v FCM = FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO 00 FIR = FOUND IRON ROD CONC. = CONCRETE N FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 SCIR FIP = FOUND IRON PIPE A/C = AIR CONDITIONER I .. LOT 34 FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION .? ORB = OFFICIAL RECORDS BOOK PVCF = PVC FENCE PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & (P) = PLAT DISK (M) = MEASURED CLF = CHAIN LINK FENCE L O T 33 (F) = FIELD HWF = HOG WIRE FENCE w (R) = RADIAL LLF•EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED =POWER POLE FO N N p ``? " U D D = F .? n, 15 OAK TREE U = PALM TREE 0 ^ = PINE TREE O I = UNKNOWN TREE SCIR 00' P M SCIR N890 41'58"E 130 LEGAL DESCRIPTION: . 12.8 LOT 35 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT o THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE o I PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 0 0 O SURVEYORS CERTIFICATION: CERTIFIED TO: \I RENAISSANCE OAKS, LLC , ?I o o 07. LAST DATE OF FIEL(XWQW,6T-;1'2, o LOT 35 o cn - ,? .?.E• u- . da U1 VA CANT o N o LOT 32 01-16-07 r I o? PSMk44 6140,; ' SACK M SM , ? ? SCIR o `? •?o PROFESSIO'NP1; VEYO(-& MAP f ., ;• rn NOT VALID WITHOUT THE')S-t0NAtuPq- AF a-JORIIO NAQ RAISED SEAL OF A FLORIDA LICE,, VNV?1'.Op-.' 1;-' APPER V1 SURVEYORS NOTE?tx?'_- \ . 4? ? 11, (\ 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN I ON THIS SURVEY. y 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. V` 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 12.9' N89° 41'58"E 130.00' P M SCIR SCIR HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C o a 10.00 DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X ,I N TYPE OF SURVEY DATE TYPE OF SURVEY DATE o c LOT 36 ? ° w N C; • a j SCIR PROP. HOUSE LOC. FINAL SURVEY N A HOUSE STAKEOUT UPDATE SURVEY m > GRAPHIC SCA LE BOUNDARY SURVEY 01-16-07 FIELD BOOK SEE n (P K: m m 2 D D D 2 0 FOUNDATION SURVEY PAGES FOLDER A 00 ?? cor 31 KLEIN & STAUB SURVEYING, INC. 00 Cli ( IN FEET) PROFESSIONAL SURVEYORS AND PLANNERS I inch = 20 ft. 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 E; OFFICE: 727-834-8140 FAX: 727-834-8150 o LB 6928 LOT 35 I0 i zC Lu U a? W L (D L *'- Z -? Z I gi I nj C A w N 4° (-) L1 ? CZ ?n I m A O y ?I y ?I \y y? 12.9' SCI R 0 0 z O O o j. C 13.0' SCIR N W 10.00' 00 al C ^ ?o ? r - ?;0 D In > rm zR 0 0 0 0 N89" 41'58"E 130. LOT 36 VACANT N89° 41 X58"E 1 GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 !t. LOT -77 N 0 JOB No. 060070.36 LOT 32 LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC. = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF.EL• = LOWEST LIVING FLOOR ELEVATION = POWER POLE AL DESCRIPTION: 121 LOT 36 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I SURVEYORS CERTIFICATION: CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF FEi lgNWORK:.4j-•1'2,07 LOT 31 ?'£ •?',?' ti 4 4 L ??' 01-16-07 JACK W_SMl-rH, f S `N-J' 61,4.4 'g PROFESS(OFr;L.?1JRVEYOR* MAQPER:1 NOT VALID WITHOUT THc's9 G TTQ?LIRE?1 0 OINA-'RAISED SEAL OF A FLORIDA LICE; Ea URVEYQf2• N?Dv.MAPPER 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'27' WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. N89° 4 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY L OT -70 HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-16-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 ^ N 0I O SCI SCIR 0 0 0 0 -0 v ^ (D 0 m0 v o O Ca 1O ? N Ri SCI SCIR 0 0 0 o co .. m 716 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA FCM = FOUND CONCRETE MONUMENT FIR = FOUND IRON ROD FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK PG = PAGE PB = PLAT BOOK (P) = PLAT (M) = MEASURED (F) = FIELD (R) = RADIAL (C) = CALCULATED (D) = DEED FND = FOUND OAK TREE = PALM TREE 12" = PINE TREE O C = UNKNOWN TREE 15" ,?;+ 6" LEG SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLUKIIJA 0 JOB No. 060070.37 w 0 o LEGEND: ,. < Q FCM = FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC. = CONCRETE in " FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER j O FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS W - V O CB = CHORD BEARING ID = IDENTIFICATION r LOT 36 ORB = OFFICIAL RECORDS BOOK PVCF = PVC FENCE w PG =PAGE PSM =PROFESSIONAL SURVEYOR & MAPPER SNLD = SET PARKE BOO O cy 1 K R KAL PB = PLAT N NAIL & (P) = PLAT DISK (M) = MEASURED CLF = CHAIN LINK FENCE (F) = FIELD HWF = HOG WIRE FENCE (C) = CALCULATED LLF,EL =LOWEST LIVING FLOOR ELEVATION I1_?I (D) =DEED - = POWER POLE FND =FOUND OAK TREE Zz LOT J7 = PALM TREE (/? O = PINE TREE y 0 = UNKNOWN TREE y Ni O LEGAL DESCRIPTION: , 13 0' N89° 41'58"E 130.00'(P)(M) SCIR Q) 1 4 0 LOT 37 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT 0 y SCIR ' THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE 0) N89° 41 PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SA 00 (I D SCIR SURVEYORS CERTIFICATION: U y CERTIFIED TO: ?. RENAISSANCE OAKS, LLC ` 31 i ';p o LAST DATE OFD 1•RI?1-12-?` 0 .7- I o LOT 37 ° (0 o i o1-1s-o7 l/4CANT ."?. o? LOT 30 JACK b{VI;_PSM No. 61,40 p5: 3 0 PROFESSIO(dPL. LR'VEYO AP"fsI;R' ' O NOT VALID WITHOUT THE `iiG?t?yYRE;f4ND•O IPs?N?L` RAISED SEAL ' r*i MAPPER OF A FLORIDA LICENS,FI SURVE1,7v n- I SURVEYORS,N6Mt?' 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 0011'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 00'(P)(M) SCIR N89° 41'58"E 130 SCIR . 13,1 N89°41 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C SCIR DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X 10.00' N TYPE OF SURVEY DATE TYPE OF SURVEY DATE I c PROP. HOUSE LOC. FINAL SURVEY C LOT 38 LOT 29 HOUSE STAKEOUT UPDATE SURVEY < BOUNDARY SURVEY 01-16-07 FIELD BOOK SEE n D z GRAPHIC SCALE FOUNDATION SURVEY PAGES FOLDER I ro 20 mm 20 KLEIN & STAUB SURVEYING, INC. 90 Rp PROFESSIONAL SURVEYORS AND PLANNERS cZ ? 9 8016 OLD COUNTY ROAD No. 54 -I ( IN FEET) NEW PORT RICHEY, FLORIDA 34653 ; I inch = 20 fL J O FFICE: 727-834-8140 FAX: 727-834-8150 I 69 8 LB p Q (0 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA JOB No. 060070.38 o LEGEND: v FCM =FOUND CONCRETE MONUMENT C.B.S. =CONCRETE BLOCK STUCCO C FIR = FOUND IRON ROD CONC. = CONCRETE I w FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER _ FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION 0 Q ! ORB = OFFICIAL RECORDS BOOK PVCF =PVC FENCE O . L+ C 1 L OT 37 L or 30 PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & w , y (P) = PLAT DISK r u i9 (M) = MEASURED CLF = CHAIN LINK FENCE 2 (F) = FIELD HWF = HOG WIRE FENCE E, Z (R) = RADIAL LLF,EL. = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED =DEED = POWER POLE FND = FOUND FN ^ Y OAK TREE = PALM TREE SCIR N890 41'58"E 130.00'(P)(M) SCIR = PINE TREE ,n, TR 13.1 N89° 41'58 EE W = UNKNOWN SCIR LEGAL DESCRIPTION: LOT 38 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE \I PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. Q SURVEYORS CERTIFICATION: z CERTIFIED TO: y y 0 RENAISSANCE OAKS, LLC 0 w 0 00 (n ? ° L0T38 0 O \I 1 .. VA CA N T 0 0 , L O T 29 0 00 .?? LAST DATE OF FIEL[ WORK*?11-:12-07 01-16-07 ? I w 6140 ; JACK VIA. Siv11T? PSM lJo - u Ol . PROFESSI?NALRVEYO-P 11AC MAPPER r 1(1, J NOT VALID WITHOUT THE SIGf)i URE AN _' O%G NAL> RAISED SEAL I OF A FLORIDA L 9,?MAPPER C }1R1tcY?jR . I y SURgS'N6Tej:' * 1. BEARINGS SHOWN HEREON ARE BASED ON 'TIE,fAST.WNE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING-OF y NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN 00'(P)(M) SCIR N890 41'58"E 130 N890 41'5E ON THIS SURVEY. SCIR . 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 13,2' 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 I 10.00' 4 o HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C n r o DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X [y m D LOT 39 N TYPE OF SURVEY DATE TYPE OF SURVEY DATE (A D m PROP. HOUSE LOC. FINAL SURVEY n C) m m LOT 28 HOUSE STAKEOUT UPDATE SURVEY m -Zip BOUNDARY SURVEY 01-16-07 FIELD BOOK SEE A GRAPHIC SCALE FOUNDATION SURVEY PAGES FOLDER 00 20 0 10 20 KLEIN & STAUB SURVEYING, INC. I ? PROFESSIONAL SURVEYORS AND PLANNERS .. ( IN FEET) 0 0 8016 OLD COUNTY ROAD No. 54 1 inch = 20 fL v ° NEW PORT RICHEY, FLORIDA 34653 0 OFFICE: 727-834-8140 FAX: 727-834-8150 C? l LB 6928 ?Lu ?U 0m IR Lu ® N d Q W W r'-I ? dJ ? Zb ?a 2 I(n ti y 0 ?I (n y? ,v y? I L EANNE COURT (TRA C T -1 _ 20' ASPHAL T 50' R/W PER PL.A T SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA LEGEND: FCM = FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION ORB = OFFICIAL RECORDS BOOK PVCF = PVC FENCE PG = PAGE PSM = PROFESSIONAL SURVEYOR & MAPPER PB = PLAT BOOK SN&D = SET PARKER KALON NAIL & (P) = PLAT DISK (M) = MEASURED CLF = CHAIN LINK FENCE (F) = FIELD HWF = HOG WIRE FENCE (R) = RADIAL LLF,EL, = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED (D) = DEED = POWER POLE FND = FOUND OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE LEGAL DESCRIPTION: LOT 39 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF Eli WORK. '0 }i`.27 ?. 01-16-07 JACK ,2MlL-I. PSM"*. 6140: PROFESSI `a1ORVEYO Mf?PERx NOT VALID WITHOUT THEE NAf41', ;I OR4J4t;__lAjL.'RAISED SEAL OF A FLORIDA LI'YESED YOA *9N4 MAPPER SURVt+CIiRS NOTO;4..-` I 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-16-07 FIELD BOOK SEE 2' CONC. CURB & GUTTER FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 F. / 4" RENAISSANCE 18" 20 ASPHAL T scI 41 • SCIR 44.51'(P)(M) SCIR C25 SCIR C?k C23 1/4, CLF 6' PVC FENCE 50.00' P)(M) S890 43'29"W SCIR 270.00'(P) o FCM 4"x4"? LB6472 N FENCE CORNER 0.6'N&0.6'E z 0 0 0 O N 0) GRAPHIC SCALE 20 0 10 20 FCM 4'x4' LB6472? ( FEET) FENCE CORNER 1 inch h = 20 fl 0.8' N & 0.7' E LINE TABLE LINE LENGTH BEARING L3 27.95 SO0° 15'06"E CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING C24 21 0 18'47" 125.00 46.50 46.23 N59°17'03"E C25 40° 58'29" 75.00 53.64 52.50 S69°15'39"W LOT 40 VACANT 1^"12" rn n m z n m L-- - -- - ---- -- 12" 83.11'(P)(M) SCIR SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA JOB No. 060070.40 DRI 111E rTRA C T A - 0 50' R/W PER PLA T - 2' CONC. CURB & GUTTER N89' 44'54"E 333.85'(P) 94.00'(P) 0 010' DRAINAGE & UTILITY EASEMENT O N 0 0 N 0 rn rn LAI W w 00 0 FCM = FOUND CONCRETE MONUMENT FIR = FOUND IRON ROD - FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK PG = PAGE PB = PLAT BOOK (P) = PLAT (M) = MEASURED (F) = FIELD (R) = RADIAL (C) = CALCULATED (D) = DEED FND = FOUND OAK TREE = PALM TREE = PINE TREE = UNKNOWN TREE I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC LAST DATE OF•FINY,Oldg:+01=12-07, LOT 47 01-16-07 JACK 1`H, PSM No. 61401 q PROFESSI? AL 5SURVEYOR MAPPER; NOT VALID WITHOUT THEE aNAA!RE AI4} ORTGI6414AISED SEAL OF A FLORIDA LIC NSUO e1'OB?Ai1)wMAPPER SURVEY13R6,1N0&`E?.?, :- 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 0 10' WALL/FENCE/LANDSCAPE a AND DRAINAGE EASEMENT ID I N89°58'52"W 465.11'(P) UNPLA TTED LAND HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY. HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-16-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 C' 36" LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONIC, = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF,EL, = LOWEST LIVING FLOOR ELEVATION = POWER POLE LEGAL DESCRIPTION: LOT 40 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. JOB No. 060070.41 c' V cp CU On - RENAISSA/VCE DRl VE- ( 7-RA CT A - >_ 20' ASPHAL T 50' /?/W PER PLA 7- N SCI 44.51'(P) G i SCIR 94.00'(P)(M SCIR N I SURVEYORS CERTIFICATION: I CERTIFIED TO: RENAISSANCE OAKS, LLC N LOT 40 i P12" GRAPHIC SCALE 20 0 10 20 ( IN FEET ) I inch = 20 fL 83.11'(P) N89° 58'52"W (n O O 0 cn 0 C% 1rl LA 036" 6' PVC FENCE 465.11'(P) SCIR 0 L0T 41 VACANT 94.00; P)(M) U/VPLA TTED LAND 0 0 0 SCIR (n O O 0 v! 0 rn m J On SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA LEGEND: C.B.S. = CONCRETE BLOCK STUCCO CONC. = CONCRETE SCIR = SET CAPPED IRON ROD LB 6928 A/C = AIR CONDITIONER LB = LICENSED BUSINESS ID = IDENTIFICATION PVCF = PVC FENCE PSM = PROFESSIONAL SURVEYOR & MAPPER SN&D = SET PARKER KALON NAIL & DISK CLF = CHAIN LINK FENCE HWF = HOG WIRE FENCE LLF,EL, = LOWEST LIVING FLOOR ELEVATION -0- = POWER POLE FCM = FOUND CONCRETE MONUMENT FIR = FOUND IRON ROD FCIR = FOUND CAPPED IRON ROD FIP = FOUND IRON PIPE - - - - FPIP = FOUND PINCHED IRON PIPE CB = CHORD BEARING ORB = OFFICIAL RECORDS BOOK PG PAG PB = PLAT BOOK (P) = PLAT (M) = MEASURED (F) = FIELD 2' CONC. (R) = RADIAL CURB & GUTTER (D) = DEEDULATED FND = FOUND N890 44'54"E 333.85'(P) OAK TREE 94.00'(P) = PALM TREE p PINE TREE 0 10' DRAINAGE & UTILITY EASEMENT O UNKNOWN TREE LOT 42 LEGAL DESCRIPTION: LOT 41 OF RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. Z1?' ?t 1 LAST DATE OF P9_0%WORK' 01-_-,12=07 p ?,\4 Cr, 01-16-07 JACK V?.. $MtTtJ, PSMMyo. 61401 r_.- PROFESS16 ti RVEYOR - NOT MA eE? NOT VALID WITHOUT THEI AT9C?E A?1A) OR,16NAL,RAISED SEAL OF A FLORIDA LIC1Q. ;46VEYPIPER 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22" WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELLAS COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 10' WALL/FENCE/LANDSCAPE AND DRAINAGE EASEMENT 94,00'(P) 0 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-16-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 L--'15" SCIR ' 1 U Uiv+uvnUL- a U I lu I I LHJLIVIII' 1 i 102.00'(P) 0 SCIRJ 102.00'(P) JOB N 060070 42- SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA 0 ' " ' o. . W N89 44 54 E (P) 333.85 LEGEND: 0, 3 FCM = FOUND CONCRETE MONUMENT C.B.S. = CONCRETE BLOCK STUCCO O Q FIR = FOUND IRON ROD CONC. = CONCRETE FCIR = FOUND CAPPED IRON ROD SCIR = SET CAPPED IRON ROD LB 6928 a W Q FIP = FOUND IRON PIPE A/C = AIR CONDITIONER FPIP = FOUND PINCHED IRON PIPE LB = LICENSED BUSINESS CB = CHORD BEARING ID = IDENTIFICATION 0 f LL O - ORB = OFFICIAL RECORDS BOOK PVCF = PVC FENCE & MAPPER PG PAGE PSM = A T F z RE/VA/SSA/VCE 01F1 VE (TRA CT A -1> KALON NAIL & T PARKER B = PLAT BOOK SN&D = SE P - - - (P) = PLAT DISK - - u .,T ? - - - - - - - 20' ASPHAL T - - 50 R/W PER PLA T (M) =MEASURED CLF =CHAIN LINK FENCE (F) = FIELD HWF = HOG WIRE FENCE (R) = RADIAL LLF.EL. = LOWEST LIVING FLOOR ELEVATION (C) = CALCULATED (D) = DEED = POWER POLE FND = FOUND OAK TREE 2' CONC. = PALM TREE N N CURB & GUTTER = PINE TREE vL ' " ° ' v! = UNKNOWN TREE 44 54 E N89 333.85 (P) 94.00'(P) SCIR 94.00'(P)(M) o SCIR 94.00'(P) LEGAL DESCRIPTION: 10' DRAINAGE & UTILITY EASEMENT o c '- LOT 42 Of RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 133, PAGES 3-7, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 018" 24" SURVEYORS CERTIFICATION: 1010^ CERTIFIED TO: 10 RENAISSANCE OAKS, LLC (n O O 0 N 0 N 1 LOT 42 `f 15" LOT 41 176 VACANT w J O n GRAPHIC SCALE 20 D 10 20 ( IN FEET ) I inch = 20 It FCIR 5/8" LB6357 c0 10' WALL/FENCE/LANDSCAPE 94.00'(P) 0 AND DRAINAGE EASEMENT 94.00'(P)(M) SCIR N89° 58'52"W 465.11'(P) 0 UNPLA TIED LAND N O O 0 C71 0 rn LOT 4-7 1 ,fi' PVC FENCE 94.00'(P) 0 LAST DATE OF f!!L WORL<c?j-12-07 01-16-07 JACK 1, S PSM 6140: PROFESSIOJ? ?S RVEYOR. MAPPER t NOT VALID WITHOUT TH ?((SI?SKATURE 1V ORIGINAL, RAISED SEAL IG "9EF1. +JRVEYOf?." MAPPER OF A FLORIDA L16' ,- -"' SURVtYf)RS NOTE%X_ 1. BEARINGS SHOWN HEREON ARE BASED ON.THE EAST LINE SECTION 33, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 00'11'22' WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 4. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 5. BENCHMARK - PINELL S COUNTY BENCHMARK, BRASS DISK IN CONCRETE ELEVATION = 38.23 HUD/FIA F.I.R.M. COMMUNITY PANEL No. 1251390089C/1210300089C DATED: SEPTEMBER 03, 2003 FLOOD ZONE: X TYPE OF SURVEY DATE TYPE OF SURVEY DATE PROP. HOUSE LOC. FINAL SURVEY HOUSE STAKEOUT UPDATE SURVEY BOUNDARY SURVEY 01-16-07 FIELD BOOK SEE FOUNDATION SURVEY PAGES FOLDER KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 SECTION 33, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA NORTH R/W LINE JOB No. 060070.43 r Ce ? u' E LEGEND: ? . C;r =n 3 FCI FOUND CONCRETE MONUMENT LB = LICENSED BUSINESS D IRON R = IDENTIFICATION t 0. / RR = FOUN OD 10 FOR = FOUND CAPPED IRON ROD PLS = PROFESSIONAL LAND SURVEYOR :p W W FIP = FOUND IRON PIPE PSM = PROFESSIONAL SURVEYOR k MAPPER t U C EOP FPIP = FOUND PINCHED IRON PIPE FPKND = FOUND PARKER KALON NAIL k DISK Q _ Q - - CB = CHORD BEARING EL = ELEVATION ORB = OFFICIAL RECORDS BOOK wM = WATER METER Cn RENA/SSANCE DR/VE PC = PAGE Cl = GRATE INLET O } PB = PLAT BOOK BBQ = BAR-B-QUE O {? TRACT A-1 (P) = PLAT PP = POWER POLE 3 20" ASPHAL T R/W VAR/ES = MEASURED CG = CURB AND GUTTER F = FIELD CSW = CONCRETE SIDEWALK EOP R = RADIAL CLF = CHAIN LINK FENCE C = CALCULATED = PALM TREE D = DEED 2' CONC CURB FND = FOUND 5?= PROPOSED ELEVATION EL = LOWEST UwNG FLOOR ELEVATION LF FCIR 5/8' N SANITARY cv N K . = OAK ?? CB.S. = CONCRETE BLOCK STRUCTURE qy SOUTH R/W LINE LB6357 U' CONNECTION TORM S INLET CONC. = CONCRETE {} = PINE TREE SCIR 8' IRON ROD LB 6928 TI AI / BASIS OF BEARING = MEASURED ELEVATION A/ C = R CONDI ONL p 10' DRAINAGE AND N89°44'54"E(P)(M) ' LEGAL DESCRIPTION: o UTI LITY EASEMENT 94.00 (P)(M) LOT 43, RENAISSANCE OAKS, ACCORDING TO THE MAP OR PLAT THEREOF AS - - - - - - - - - - - - - - - - - - - - - - - N RECORDED IN PLAT BOOK 133, PAGES 3 TO 7 INCLUSIVE, OF THE PUBLIC SCIR RECORDS OF PINELLAS COUNTY, FLORIDA. 18D 24" 10" SURVEYORS CERTIFICATION: 10 1 CERTIFIED TO: X 10 U) RENAISSANCE OAKS, LLC 0 " o C? °o 0 GRAPHIC SCALE = 1? ? rri - cn 20 o 10 20 LD. RK• 12-14-.06' LAST DATE OF-F ooi 15" 01-10-07 X ( IN FEET) JACK %SM?IH, PSM No. 6140 ` v 1 inch = 20 ft. PROFESSI' -S'vf VEVR & MAPPER . LOT 42 LOT 4,3 AND.DRIGjNALjRAISED SEAL NOT VALID WITHOUT THeH??t.-'l TRACT A-2 U OF A FLORIDA LICEI>SED Vk XNND-MAPPER W M SURVEYOF?S?Nlow s`- ' ro CS& e/7 n t Easem ' ro N J BEARINGS ARE BASED ON THE SOUTH RIGHT OF WAY LINE OF RENAISSANCE DRIVE HAVING A BEARING OF NORTH 89'44'54" EAST PER PLAT. NO UNDERGROUND UTILITIES, UNDERGROUND ENCROACHMENTS OR UNDERGROUND v v FOUNDATIONS WERE MEASURED AS PART OF THIS SURVEY, UNLESS OTHERWISE NOTED. ELEVATIONS ARE BASED ON PINELLAS COUNTY DISC IN CONCRETE HAVING AN ELEVATION OF 38.23 FEET, NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVO 88). 48" CANNOT FIND PROPOSED ELEVATION DATUM ON PROVIDED ENGINEERING PLANS PREPARED BY GOVERNALE ENGINEERING SERVICES, INC., DATED 11-12-04. 6 BUILDING ELEVATION MEASURED FROM GRADE TO MIDLINE OF MAIN ROOF IS 17'-10". ' HUD/FIA F.I.R.M. COMMUNITY PANEL No. 12103C 0089G 28" DATED: 09-03-03 FLOOD ZONE: X FCIR 5/8" TYPE OF SURVEY DATE TYPE OF SURVEY DATE LB6357 PROP. HOUSE LOC. FINAL SURVEY o 0 10' WALL/FENCE/LANDSCAPE HOUSE STAKEOUT UPDATE SURVEY o AND DRAINAGE EASEMENT 6' PVC FENCE 36 BOUNDARY SURVEY 12-14-06 FIELD BOOK 99176A FOUND PAGES 4 ATION SURVEY N89°58'52"W(P)(M) ' KLEIN & STAUB SURVEYING INC. 0 94.00 (P)(M) 6' PVC '7 r\ 5/8° , 8 PROFESSIONAL SURVEYORS AND PLANNERS U/VPL A TTED L A ND , LB 66357 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 CITY OF CLEARWATER c PLANNING DEPARTMENT ''•K9TEaE' POST OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 RECEIVED MAR 0 U 2607 p1ANNING DEPARTMENT Cgy OF CLEARWATER ?J SHARF, MATTHEW E SHARF, ARLENE J 2316 PIN OAK LN W CLEARWATER FL 33759 - 1328 NIXIE: X37 1 RETURN TO NOT DELIVERABLE UNABLE TO BC: 0-3758474840 L..:?=,Ht=•I'•?i••f:»?O?•`7:??i4?? 8 i„H,,,)),i,,,1,1,1,1?,1„I„11 yCP PN C =:_J PITNEY BOWES 02 1M $ 00.30$ 0004229492 FEB22 2007 MAILED FROM ZIPCODE 33602 07 03/01/07 SENDER AS ADDRESSED FORWARD .*0901-07694-23-00 CITY OF CLEARWATER a. PLANNING DEPARTMENT = 9TEP,`??APosT OmcE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 BRINSON, VENIE W 2245 N MCMULLEN BOOTH RD CLEARWATER FL 33759 - 1420 RECEIVED FLs 2 7 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 0 NIXIE 037 1 RETURN TO NOT DELIVERABLE UNABLE TO BC: 337SO474940 IIII)IIIHlb Ii]III if IIII IJ Id I po ; ?. O F .e====W PITWEV BONES 02 ,M $ 00.30$ 0004229492 FES22 2007 MAILED FROM ZIPCODE 33602 07 02126/07 SENDER AS ADDRESSED FORWARD *0901-07891-.23-00 IIIIIIIIIIIIIIII a II,ll I] fill] e, fy9TEFl,,E?• CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 HALKIAS, STEVE N HALKIAS, MARIA L 3045 PIN OAK DR CLEARWATER FL 33759 - 1324 0 RECEIVED FHB 2 7 2007 PLANNING DEPARTMENT CITY OF CLEARWATER SAP PON ., D PITNEY BOWES 02 1M $ 00.308 0004229492 FES 22 2007 MAILED FROM ZIPCODE 33602 X 337 NO 1 905 C 00 02/26107 rORWARD TIME EXP RTN TO SEND HALKIAS SS22 ILLINOIS AVE NEW PRT RC:HY FL 34652.2821 RETURN TO SENDER '??''Ii111I1If1111IIIlIi111IIIIIIIIIIIIIIIIIIIIIIfIIII1 3111111 CITY OF CLEARWATER cPLANMG DEPAM ENT yrEq'? Pose OmcE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 RtCEIyED FEB 2 7 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 0 NON ?RLIjCKS ON, MARK 3038 PIN O E CLEAR WA ETET RDR 1.33759 - 1323 NIXIE 337 1 RETURN TO NOT DELIVERADLE UNADLE TO DO: 337SO474948 l„llnIof )iul,)?l,lll)i,)„1) 6 0 ? ? dL"9n Z D gTNEY 60V?'ES 7 02 1M $ 00.308 0004229492 FE622 2007 MAILED FROM ZIPCODE 33602 OO 02/26/07 SENDER AS ADDRESSEO FORWARD x'0901-07596-20-00 CITY OF CLEARWATER Q PLANNING DEPARTMENT •.!?yT F '' POST OFlgCE Box 4748 CLEARWATER, FLORIDA 337584748 RECEIVED FEB 2 7 ZGG7 PLANNING DEPARTMENT CITY OF CLEARWATER go 1 Lp?D? 4 -?'A BLVD#66 BIL gt15 SSE - 35 BZ 9? Cpl j?RFL 33? 61 25L???1 A ? Al' ^Ul/ ® 02 ,M -- PITNEY BOWES $ 00.308 0004229492 FEB22 2007 MAILED FROM ZIPCODE 33602 C NIXIE 007 1 07 02,/26/07 RETURN TO SENDER NOT DELIVERABLE AS ADDRMSSED UNABLE TO FORWARD BC: 33750474949 *0901-07394-23-00 -?i•?iw•i•••ii••??:????'????'?4? i„11,,,11,1,,,1,1,1,1„1„1„)l,,,i?l„11„1„1„)1„1,1,1„I 0 Everitt, Steven From: Dave [dave@bradentonmotors ports.com] Sent: Monday, February 26, 2007 8:30 AM To: Everitt, Steven Subject: re: 3092 Renaissance Dr Mr. Everitt, Please note for the record that I request the Clearwater Planning Department to deny any request of approval for reduction of setback for'detached dwellings at the 3092-Renaissance Drive address. I also ask for denial of any future request for reduction of setback for detached dwellings to any property in the Renaissance subdivision that will directly back up to my property located at 3063 Pin Oak Drive. Regards, Dave Lansberry 3063 Pin Oak Drive Clearwater, FL 33759 E-mail: dave@bradentonmotorsports.com www.bradentonmotorsports.com I • • LL CITY OF CLEARWATER ° earwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING u 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYC LEARW ATER. C OM February 15, 2007 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 3092 RENAISSANCE DR (FLS2006-12074) To Surrounding Property Owners: As a property owner within 500 feet of 3092 RENAISSANCE DR, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to permit a reduction to the rear setbacks from 20 feet to 10 feet for Detached Dwelling Uses (Single Family Residences) in the Low Density Residential District (LDR) under the provisions of Section 2-103.A.. On March 08, 2007, 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 March 08, 2007. The City encourages you to participate in the review of this application. You may contact me at 562-4547 or Steven.Everitt@myclearwater.com 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 March 08, 2007. 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, , Steven Everitt Planner II Letter of Notification - FLS2006-12074 - 3092 RENAISSANCE DR CLEARWATER, CITY OF ?0 BOX 4748 CLEARWATER FL 33758 - 4748 1 STELZER, RICHARD W 2265 N MCMULLEN BOOTH RD CLEARWATER FL 33759 - 1420 MC GRATH, JAMES 2310 PIN OAK LN W CLEARWATER FL 33759 - 1328 HALKIAS, STEVE N HALKIAS, MARIA L 3045 PIN OAK DR CLEARWATER FL 33759 - 1324 RAWSON, MICHAEL A RAWSON, GRETCHEN K 3062 PIN OAK DR CLEARWATER FL 33759 - 1325 RUSNELL, STEPHEN J WEST, EVELYN M 3069 PIN OAK DR CLEARWATER FL 33759 - 1324 40 EVANGELICAL FREE CHURCH OF CLE 2295 N MCMULLEN BOOTH RD CLEARWATER FL 33759 - 1420 BRINSON, VENIE W 2245 N MCMULLEN BOOTH RD CLEARWATER FL 33759 - 1420 TALLMAN, DANA GEORGE, ALYSON 3033 PIN OAK DR CLEARWATER FL 33759 - 1324 BOWEN, THOMAS G BOWEN, SEANA H 3044 PIN OAK DR CLEARWATER FL 33759 - 1323 FORNARIO, CHARLES T FORNARIO, ROSE M 3056 PIN OAK DR CLEARWATER FL 33759 - 1325 LANSBERRY, DAVID R LANSBERRY, SANDRA L 3063 PIN OAK DR CLEARWATER FL 33759 - 1324 RENAISSANCE OAKS LLC 163 BAYSIDE DR CLEARWATER FL 33767 - 2502 SHARF, MATTHEW E SHARF, ARLENE J 2316 PIN OAK LN W CLEARWATER FL 33759 - 1328 CLAIRMONT, ROBERT G CLAIRMONT, SUSAN A 3039 PIN OAK DR CLEARWATER FL 33759 - 1324 HENDRICKSON, MARK NOEL, LIANNE 3038 PIN OAK DR CLEARWATER FL 33759 - 1323 LEE, ROBERT E LEE, ROIANN 3075 PIN OAK DR CLEARWATER FL 33759 - 1324 HOWARD, KENRICK E 3057 PIN OAK DR CLEARWATER FL 33759 - 1324 FLS2006-12074 3092 Renaissance Drive STE p ~0 1 SECTION 33, TOWNSHIP 28S, RANGE 16E ORIGINAL RECEIVED - PINELLAS COUNTY, FLORIDA 2~~7 F~ (~9 PLANNING DEPARY'MENr CI1Y OF CLEARWATER BUILDING NORTH SETBACK 10' W PROPERTY LINE WALL/FENCE/LANDSCAPE LINE EASEMENT ' 2' 3' SEE PLAN SLOPE TO MEET FOR EL. EXIST GRADE ®I~ EXIST. 3" GRADE SLOPE TO STREET / SEE PLAN FOR EL. 0' 30' 60' 60' SECTION I-I _ SCALE. 1 - 30 = 30' THRU REAR YARD SWALE Lors ~ - e GRAPHIC SCALE (IN FEET) E (IN FEET) LOOKING WEST N.T.S. I --e? I 9" 6 3r 11 W NORTHWOOD I ~ Q COMMUNITY CHURCH I o UPLAND PRESERVAT ON 25 O 2295 ~ # O 13 ~ 0.,~ AREA B 11 r . ~j 1 ~ ~ S F 9495 S., r I A , ~ . 1 I Z ' ,1 ~ ~ ao ~ ~ 2~. 0.218 Ac. 1 I O e , ~ "112",1 ',21° NOT PLATTED I J O J ' 2 St®r 1St®ry 1St®ry Y m ~ 970 (n OR 6173, PG. CAS ~ra~l er M~ tal bldg. a ~ 0 I' a" FF=56.82 FF=55.01 F ~ POB ~ h~° I a1 ~ , ~ S. Line of N 165.00 of NW ~ FIR 1 /2 (LB 021) 10 W. WALL/FENCE/ g5 ~ o ~ ~ MES ~ LANDSCAPING EASEMENT 1 /4 of SW 1 /4 of Sectidn 3 ~ ~ ~ I~ : Replaced with PRM ry ~ ~ cc ~ .As ha •D E 0 ~ ~ ~ ~ i ~ S~2 00 /E = 49.95 Aspha~~D/W s~~F C ~ 1 GE E`~1SEMENT 30 D AINA Pole ,Pj ~ ~ ~ ~ ~ I, 11 ~ ~ ~ ~ 11 ~ ~ ~ 15 + f1 1 ' rl ~ 0.6'N ` 3 0.9' „ ~ ~ h~. .68 11 ~ ~ ('ole `53.75 h e ~ 0 I F ~ Pole h' ~C ~ it D tD'e o h 1.7 N 0 I h _ h 'h 1 Pol .5 N ry e h .5 S 1 x ~ 53.99 D' Orrve 54, 5 • half Q ° e co S~ ~ `L ~a/ 2.0'N ~ o`L ~1 5 29 r-fb~--~I ~1 M.E. 0,2 N 11 4' ~ , ~ ~j. 53.49 \ 53.5 - 13,1 ~j 54,89 11 9",13 II 611 14 ~ 5 11 ~ 13"D~~ 5 • R~ •~QC V~l~h ~ 7 _ _ . - 4 _ w am _ u _ _ _ ' I a w (•1 C1 _ „ _ - - _ ~ 1, 511 ~ - I - ---'v'-- ..M x - ~ n 7--~._ ~ , 6 ~ , ~ ~ 11 11 ~ ~ ~ VT 1 11 M.E. I .00 IM.E,-~~ ,1 2 10 , Is 1, - ' 1 0.0 s 102.0. , 11 II 10;~ ,1 ,1 ~ _ _ _S~ _ 0 h ~4 - 9 105. V M.E, - F - _.1. - ,1- - - -'~-1,_ - - - - - - - I - ~p - - - X11- - 11 - - - - 33.00----_.= ~ x",611 ~11- I I M,E. _ _ a z - r - - - 0 1 - - - 1i 1. 1, ~ - - - I- - - - - - -8 b Z~ M.E. J - ,L M.E. s~ ~ ~ ~ MES ~ 1 a 53.78 53.74 53.23 53:91 1 M, . 4,64 54.51 4 54.26 54.04 53,53 53.4 , r Il 53.65 „ 11 11 1.p I H.. „ 11 H.P. H.P. I I H.P. „ ,1 1 11 53.40 l~ 9Q \ r. E = 48.70 I- ~ I I I 19 ,21 4 ,11 21 ~,6 ,g ,g _ , I 11 1, „ 1 II 5 53.50, ' 24 ~ C 9 9 10" 111 14 1 h I 1 I II 1.II 1 I , I 0 0 9" 9 12 17 I 12 0 1 1 ~ 1, 6 3",9°,12",17", . ~ ~ I I~ ~ O. f_ 14 ~ 1, I I, ,_.._-.I ' I ~ , I I , ~ I I ~ 11 1 111,1 F, I I - 18 ~4~00 12",20",24" 1 11 ~i 4 h,l 411 I 111„ ~ I I 12 ,17 Is I I I I I ~ I I 11 12',17" ~ h m F. F. 5 90 15" ~ ~ ~ 0 7., a..11 11 1 2~~ 0 11 I I I~ I I 0 d I : 1a 7 ,a ,11 I' I X11 0 6 d c0 ~ O 114 ,14' 9° co 4 0 0 0 0 ~ 11 0 0 1 A o I I I. o f 6" O I I O I 15 O I ~ 10 M.E. ~ 13 464 S.F. 3 2 .r I _ ~ v7 ~ ~ ~ 14 885 S.F. 4,885 S.F. ~ 4" ~ ° ~ ~ J n n L~ ;N LLJ (V 0 N I n a ul N 1 ~ ' 18",22 ,25 ~ ~~l 0 1 c ~ I, 13 464 S. o A . 13 464 S1F. Fio 11 1z ~ _ r~~.- I, o I r~ 1 0-34-A~. - I I ~ n ~ •0.34-A~. b > o ~ I J _ o o Ir ~ 5 11 ,1 0 - o ~ ISR-~,6~ (MAX.) Q 0.31 Ac. 0.31 A~. ISR=0.60 MAX. 52,12 18 ,22 125 I 1 0 1 0 1 I IO I ( , I IO =0.60 (MAX.) o ~ ~ ~ I ~ 9.30 - v . - - ca . 0, ISR-0,60 M X. ISR-0,60 MAX, z 2~ Z 26 Z ( ~ ) ~ 5° ~ ~ MES ~ ~ o'N F.F. 54.0 I I FF 54.OQ „ ~ - o0 0.48 Act 1 I ~ a" I . I S,S-8 24 , ~7 I 15' ~ - - F.F, 54.00 1, 11 4. Q~ ,7„ ~ ~ 3 /E = 8.99 N ~ V ~ ISR-0.60 (MAX.) S 7 I - - - ~ I I 11 17 I 0 - I I .1 1 _ 11 ICI A 7 X10" ~ A 6 `I . o 8 ti I ~ ~ .1 0 xh 11 .1 - 1o o I I A 7" a 12 I ~ IIr ~ I 0 ~ ti~ ~ ~ Mi'E. 5' ~ h~ 7~5> 1~ 11 I 1 , ~ 1. El z 14 ~ / ~ --I 1-----------i I------------~ 5z1 U J 0 V ~ - N ~ ~ 52.47 4 ~ zo - I ~ 9 ~ 1 11 ~ II 11 10 11 6 11 ~ X ~ N U 1 r 1, 20 52.89 52.00 ~ I ~ „ / 54,55 0 13 256 L.F.-, 8 PVC ® ,40% ' / LZ F.F 531. 01 11 ~,3° I~ / 7 ~ 52.60 , ,2 ~ .4' ~ Li ~ ~ ~ ~ I ~ N 4 110 '0 2 ~ . / 53.x1 1 .00 102.00 102.Oq 26.11 1. r 25 1a n 5 0 10 / i ~ , B11 ~ ~ i •n •a i...,•, :e A 4 L pu _ o / / •4 ~''V•' ti 'd 'fi`n, ~Q~ , I ~ n n shy O J S2 ~ ~Q ~ / ---o o---1-,~ - - 5,12 i 54.20 / , I 9 4 11 ~ II i , II V ~ ~ ~ ~ „ , ~ ~ • ~ / 4 / 15" ~ 1, X11 13 10 ~ 10 ~ ,o~ 7 11 g" ~ 90 ~ ~ ~ ~ ~ Q •'a~ ~ 18 / i 14 ~ - - - - - 15" . / _ 10 ~ ~ ~ ~ i ~ 7+005', ~ ~ A ~ 11 x.. n 9 14 l „ 11 , $ ~ p 1V. 1 v 54:36 i ~ - - - - - - ~ .~C~? 0.4 o A , ~ =o--o-.--- „---17~- ~ 18" J ~S ~ ~ Q V ~ 7 > • / ~ ~ ~I`~ 52.47 h~ ~'.i ~ ~ ~ V I i I ' I `oa~~ G~`dCf~fr~~, G ~ • ~ ~ w • a 105 Orr 't-wt PREPARED FOR: GRADING PLAN - LOTS 1 - 5 COVERNALE ENGINEERING SERVICES, INC taESIGNBY: DATE: PROJECT NO. OF LO 3/8/07 RENAISSANCE OAKS LLC 163 BAYSIDE DRIVE RENAISSANCE OAKS SUBDIVISION CONSULTING PLANNING E8 0007622 ~pRAwN BY: SCALE: 04-05 DA 1 30' SHEET NO. CLEARWATER BEACH, FL 33767 McMULLEN-BOOTH ROAD 1807 PEPPERTREE DRIVE PHONE: (813)855-3510 k REVIEWED BY: FILE: NO. DATE REVISIONS eY PINELLAS COUNTY, FLORIDA OLDSMAR, FLORIDA 34677 FAX: (813)855-1572 LEO L. GOVERNALE, P.E. No. 16971 LG 0405 1 -OF 1 RE=5 .74 7YI,5 I NOT PLATTED R M S SECTION 33, TOWNSHIP 28S, RANGE 16E SHADY OAK FA 1£=5t.t2 OR 4892, PG.1378 ! 2l' RCP-- P C N Q 's" G'onu Storm Structure PINELLAS COUNTY, FLORIDA r4fE5~ ~,G° Edga of U?atar RE _5.355 I B 8 0 P~ 9 5& 9 6 P IG--53.G8 !E > 99,20 F I Skimmsr -n w--• ~ Thraat = 5II.55 ' UCClsanout-• ~Trop.~5G.30 t5 RCP TTED P T PLA • tl NO NE Corner of NW 1/4 of SW 1/4 of Sectlon Oaftom=55.30 NW Corner of SW ° CC=55,86 . , , , ,w FIR 1/2" (LB 107) f 33-26-16 VICINITY MAP FCM 4"x4" (LS 5240) N, Llne of SW /C~5t39 NW ~T09@-'--''"=""^ Replaced with PRM ' 1~-=5t.J7SW a. ~ N, Line of SW 1/4 of 1 /4 of Section 33 d 5 32 , 4n >r, r - ,1G Io S 89 44 54 W 0/A 2674,10' 0/A (M) Section 33-28-16 1/4 of Section 33-28-16 1-cM 4'X4 PLED a .Line bf S~r~ 4 N&9 44 5 E , ~ ( ) CCR 75729 Section 3L28-16 a H v~ r Ir' s s° (BEARING BASIS) 1337.05' 0/A 589'44'54"W _ _ 1337,05' ENTERPRISE ROAD # . ' i 677.05 _ - Y _ ~ 1z" rt , r c W. Line of E, 660,00' of NW 100.00' 5`89'44'45"W (Bear(ng Reference Line)p~~ 5' @WF~ rz Y' 55:00' zr 115,00, 0 s. 10 zz" _.._.115,00"_,_q",u° .;'~J r' ~ - _ _ , s' G -,.r-__ '-~-=~~:~~.a --fe? ~ li a,~Ns, •..G° y,~/4 of 5W 1/4 of Section 33 N 89'4010" E 560,00' (C) I I 1 vv ~ a WETLAND 3 ^ 13°~ sa" .-.""°0 0_._...._.- . ..p..._,'~"s-~I,. -----.-.--_.,.L._....-I.•-~." ~y„ ~ L...__~~r..-.-..ice. i~ ~,a= ~ 1 4 F/~ 0 `1' A" ~ I _ . , zs^ ~~"4.0 _..w~.~' ~ ~ & DR WAGE' . is LINE (TYP) ~ , ~ NE CoSection 33 128416. I PROJECT o ~ ~ 11i. ~ ~ ~ , 1 o_._... I I I 1 a, Oa I ' 9' a",»' COje,S' ta• ~ ~ ,E~SEMFtt~ .~1 FCM 4"x4" (No ID) I LOCATION ~ ~ ~ I I 13 I I I I ,G' ~0 a4' I~ I 0 o2Q° o " ~ ~ ' I 4" Q. 20',21.24" . I t J Ir' 1417 ~ R ~ r _ 0 0 9 7" f0 d' CCR #45425 o ""p 0 1 , 0 I° N I I I I I ~a. I~~ I OG, Os, 0 o I, ~ I I• W„ NORTHWOOD tfj I I ~4' @FNF o ~ 1$" 13 i 13 I I r- • a' WE•TL"AND SETBACK F , I p ° 1\ r' o I • m . y o ".t~ 1o',z1" COMMUNITY CHURCH O O ~ G'. ~o.- 11 fool I°°I 9 I°;~ I 0 N~E(rn,) I,.g.I~ I~~' O~ I° I S.F, ° 0 1 Q N o 14,280 S.F, z 0 ~ S 21' t^ -1 O 2295 I n z 14,273 I N ' I I O I 31.4" I ,y» I 1- O I n m K 12 o r 0.33 0, ~ !a u° ~I~'' ' M O ~ ~ I 21,506 S.F. I I SR 060 AMAX. I n 10J4 cF I °o ~I ISR=0,60QMAX.) I , ` ~1y" 23,356 I` al 00 ~ I~ I Z WZW M y I to I I 0.49 c. ~ L_ ~`i ( ) o /a .~S \ 0 b!54 A.. w zr TTE z ISR•0,60 (MAX,) I z I i°„ +s^ ~ ISR~0.60 h La O T P isR=oso~MAx,) i~ p I I z2 / "a q ~ a' Q ) s c0 Laz"aa',zr NOT PLATTED I . ~ ~ ~J 1 Story N o ~ ~ ~ 1a~ I / . Q ,o" 0, 2 Sfory 1 Story 1 I I. I I I I / 63~~ I I =1 1, uVI" ~ CBS Tmller OR 6173, PG,970 Me Meta! Bldg. a ~ ~ >a POB f II / / \ \ I I I I / / ,ti~,, 61o.•a'4" \ :`f'50: e•1s Ff=-56.82 FF 1 i ~ / / \ L--~ / \ 0 mind IR 1 2" LB 021 to' W, WALL NCE S. L(ne of N 165.00' of NW s of N ,65.00' of ~ 55.01 MES I = SUNSET POINT ~ MAIN STREET I / / \ za^ y 0 G' \ 0 f5 5 I F / ( ) ~ / 1 4 of SW 1 4 of Section " of Q9 n " Replaced with PRM LANDSCAPING EASEMENT / / I / - - '03 ~~T ; , ~ . , 30 D AINAGE EASEMENT f SW 1/4 of Section 33 ~ Aspl o1%UI n ~ e c o lk = 49.15 I YL I vi SAFETY HARBOR -M^-'t ~ ~N 1. s 7 I - / 34.18' 105.00' 33.35' 1 4 5" B ~f ~ I o ~ N89 4 54 nnla / 1.5,E osw €~R~~B" (LB 1 9,46' ~ a 11I I ' s rv rm° ~ , a ~ .7w 0.2N •560.0 t~tlrlVP au 3913 1 •ivo ~-""'D a 1.5 N Asphalt 0/W 2 4 n ) _ i5" A' a lac with. S89 41 58"W t ~ IA" ' e I I ~ I ~ ~r ~ 4„ s".13" r' ,a s' 14 . I I d" , - - - 0 j- I I k6 Is" - - I a~ Q0 - n AO' I~ S32.QD' ,o' 02.0 - - / - - ~ R p ,~»I, I A ~ ,o' o I ( I. G~: A° 105.5n0 0 ~ - - -g'-- 13, I 41 I a m. _ 10^ i I 1 I I I . . 4, a4'~ ~ e" tz. ~ o" G' 5' C~f~'r 9',B' A A" ~IE a ,fi",6" ; / I I 1 1 +r „•..1, ~ ~ , ,i I 9',zl' ~ ~ a•ar a' G^, ',910' W/F/I I l0 1 ~ 3" ~ / ! I I, I C~ ~ I za• I I C(' I G°,o^ 1 to", r,1a" 1 ~ MES I ~ I c^,u~r•,910' W/F/L & I IOHW ' ~ !E = 4E+.~~ e + o 1 \ • 104, 8' tA' 105.02 / ] I I I i ~ ` ` I t3• ~ 0 e," O Q~AINAGE r • Q Q~AINAGE EAS~v1E T I o„,o~az',i2'.v',1e' ~ ~ ~ Q 60 120 I ",I 1 \ ~ ~ ,G" r / / 1a,o73s.F, ~a ~I. ,~'~r h I ~.I I I I ~ a" ~ I I ~ I I. 13 I 113,624 S.F. \ \ . I / PATRICK24 I'L E \ ~s• ~ / ISR=OBO~MAX,) Ia ~ t _;I 1 13 I s" 15' 13 I 13 I 1z',1r° 13 ~ I ~ r,a`ar,u•,iz^,~x o °''11" I I 0.31 a \ r. ~ I-- ~ / s r. ~ 1 III . ~ . 0 ta` ' m I ^I o ~ / r",u",zr" 1 ~ i,, 1' 16"` "ada<',ro' I~ b l 0 4 n l m b l I° o'I G is aoso~MA%.) I I I A ~ I, ° o 13,aea s,F. ° ° 3 1G" ~ 0 2 Ig of ~ a ~ ~ I A SCALE: 1" = 60' 2 I ~ ° I ,x,685 S,F. ~ a' ~ ~ W I ~ GRAPHIC SCALE IN FEETI I I A~ I I 13 I 0 . '~"~I ,5' I iB",zz",za' I~~ 1 2 I~ a l p l ~ I 13,484 s, A . I I ~I r M 0.31 tAc, r t7 13,464 S,F, o M F' 1 I j I a r~ o- , ;I 1 0` y; I 5 rs' zY.zs'I o I ISR•8^Bb (MAX,) p 1° I 0.31 Ac, I ~ I 0,31 Ao. 1 1. 13,464 S,Fo'.t1^az^I o M l 0.34 yc. a 0 ~ ~j I ~ I 0,31 Ac. O o ISR=0,80 tMA%,) 6 U o r` ~ ro I I~~° o l I I ! ~ ,a• 175,04 „ ~ 1,;~1 ! I `bl • 20,930 Ft"' ° ° C t' 1 1, I 34 ~ 33 2G" , 0; o a l I z I 2s" I z I IsRmoso (MaX,) j~ j ISR=afia (MA _1___ ____J I v < ' I I o oI 13,906 S.F. I I 1 1 N89'41'58"E_ la A` I. 5°:' 1 NI 0.48 e. ) I I ' I I 0 ISR=0,60 (MAX.) I Z ~ Z r" ro MES _ ~ O _ ( I - _ I ~ y Ite^. I 13,776 S.F. a r _ m' ,u ISR=0,60 NAX, I I 45' a 0,32 Ac, o 0.32 a I I o1 z- A, I n Y Iq, n"ar' 1 141, ~ I I I I j 7s 'b:, o; ~I I I I 'a' I I e" a ISR~0,60 (MAX,) z ISR=O.60QMA%,) I ~ o: r•,0"a2" I zP` fo" O 11',1T I I ~ ,,,mom O I ~ I I I I 0 j, ; 4a 1 1, , I z,l ~,a' r 0 I I'" I~V 8' 1'58" I I I Ozo» i t-. ~ I ~ S 94 W I I I m,2o' I ~ li v 1a a, ~------xr t L----------~ - - ~ I M iy 1z' I~--~• ~ - ---1 I I I 18.1 I I IB 7 9~ 1~~1--I'-. 01o",fl" 9 a„I I r I I 1 ` m I I I ~ I 0 ,3^ ~ (~Pa 4 I I I L-----------J L------- --J 1 a ~ I,. 1- ~ I I r ~0, h`,IG. --------~f3-- ---------t, ~ ~ ~I~ W s N. :'I N Y I I r. l / 102.0 ~ ~ I 1 I I 130,00' 130.0,x' 9'1 ca s, w I 6 0 ~2$" ~ iA1 ,GO 102.00' 102.0 s ~ 26.11' t-Z ~ e, h w \ I I a'='" 4• a 17,569 S.F. 0 IIr II o. / / a r. A. b I I 1 I o 589'41'58"W S89'411 "W e° ~ 1 2 ' `a~jO,Pt, SIGN 0,40 c, 2s' I r I ~ ~ 11. I V ,u A`J2" ~ 1B= 19' ~ . 0 14 I ~ ._.-t I isRvosoQMax) I ( 1~ I / I p' I „ 8"BI'I " TYP,1 / • iJ" 10" " y' " " 'O I 14,143 $,F, I I ~ I- ~ t3.~ ' 2 14. ( )1G' ' Q.: I ~ , l 4" t9" ~ IP. 13" ~~4 IG" s' I l a^ I I I j I ;.r " ~ - -----I' u' B'' ' C>,:: d4• . a _ - _ -tZ~---, 0,32 c I " I fi 0 0 C~j I ° Io` a" - ~ ~ .I / r' ~ ---zy`.,~.- p~.a"'-- to ~ e ( I I ISR®0,60QMAX,) I I I n' „O 0 11 r, •,o` 13' ~ . s' 10` ~a' l~ 1a, A " N STOP ~ ~ o MM 3 1A° BA ¢ ~I w N I " I ° ° I ~ ._....-e5 ~I ti' 149.97 ~ I I I ~-r ~r- o I --I t,J 35'@ B' a' (i~ o~ , . t,. ; 4 .4~ 0l5 ~ ~ I ~ ~I~ a` s, I L _ _ _ - _ - J I d I I d I r. s" a' ,,A. ' _ : r ~ 44.51' 94.00' 94,00' 94, a" , - 13,000 S.F, o o tz'0 0 d" c~,l b g - s, ° t4^ I' ° ~ 141,25 I 0.30 Aa r ~ o 0~ ' I , n a' o' ice-' ~ 23^ i>^ 1 L ~ ~ Z o ~ _ W , y ' < ° ° ° A 589'41'58"W I I ISR=0.60 (MAX.) j I a a 60°,~k.0 a^ I" t s ~ B^ o ~ , t"' / 0 i ^I ~ - / RENAISSANCE DR111E,v I1o^ 0' a` I 11 r - I N ^I 0, k~b, O(~ r" a• - r n,14'.la` - r- a, , u` s„ - - 1 I I I i5 ~ ~ ls2,~~~~, rl ~ c ~ 'r .r. 'a" 1` s^ o B", ° ° I ^ I r I' I I I I . tz° B, F ~~t,„ < 4„ ~ 9•,22" ~ ,z° / / 'a" ~I~ 1a' STOP IGN I y,;~s„' 4,, " s• I I I I I r" ~a' , h,,l 1 ~ 4"r" a ~ I I I I I z9' 1 I e~ F- 1~•~g•io w 29' I 21" 1~I' i ~ I a ,L 9' ~ ~ I . a' A• I I I I I I L-- -------I 4' OB°00 ~ a ~i a2° r~ / I I 33" I I I I r" A n^ I I I 130.00 1 s' 1A" 1s' a^I r ro' .a I I 1," 0 01 t..,G ~ G/ Iw I 0 Iw I Iw I I° 7',11'"8 .a'I t---- -----('j sl' ~I a' p Q,~~ ~a^ - m in m 10' °'tl, o I I 1 $ I 58941'58"W _ •'i30.00'+" I '11 ~ ( r vs° I'-'`~ ti F ~1.' 1.,,r^~~'I --G=arhp~-~-n 40 I° MI I ° ~I ~ C~o NI 4 o I I I 15 ~ 2 Oa~~1- ~ ~ ~ 41 in ~ ^ ti N 12,45 n»°s, . ,.,«,5~,.,, ~ 50,00' I 'I I 'I ,tiry 131 al o N I 43 I 12P5~o ~.F. ` ~ e• ~ I 0 12tro MI 10290 aF I r~ 0,29 AC, iz r a ;T J p~ ~ P.I I I o ~ 1 ~4' / ` 2rzooG'~~ 12s37 s,F " e' t1• 14, SStEtt Screb Cpk,~ I o I I _ _ _12 S = ~rW _ _ y' s ~ ~ ~ ~ 8" Conn @lock 0,29 Ac a` 1 0 ~~t, 12,366 S.F. I o ~ I 112,4 , 5,6: x I o ~ I 0.2. t0'4 a', ,r ~ I 0. 2 ct 1 'Tall I I F- c`- '1 I s` ,20" , I T_5l i»'"' e o 0.28 Ac, 0 0.qq~ a o ISRm0,8' • Nnadlvull I •0. 0 (NA~$ to ISR•0.60 (MAX.) I +n I ISRm0.'BO~MAX,) I N I N ISRm0,60~MAX,) //~N o ~ ~ ~ 4 I V . , r I I I~=o so ~MAX,~ I I I I I I S89 43 2~'` ~ ~ I ~ x B'IA" " I h" I I 'T,Ip" 13" O Y 1G 17" iA'. r,r I,• I I I I I I I I ~70. ~ 3" 0 I I x I I ~ I I 17" I Drainage x ~ . ~ ~ ~ 4 . I I BUILDING ENVELOPE to"eta" 0 O W F L x ti o° r l3), I I b I I ~ BASED ON MIN, % ~s• 0 ~ ° Drrt D/~ DRAIN/AGE 'o' I I 10' mti I a" q" I a, "r' 19"I r ° I o I 1 , 2 10' 110' 2{ 0 0 6? ) h4 Q I ~ I I. r Easement T, o I " L _ _ _ _ _ _ J I 2' 10' 1D' 36 j o SETBACKS (TYP. 1yp , s°. ° I " - - ° I 1 13000 S.F. o I 1 I ' Y ~ ` r' E 5EM N ^ ~ 'G' Finyl Fence I I ( I h 11A' • a° 1 1.06 I ° ALL LOTS) 3a` 0 ~ 4p I I 5 i of I 10 W/F/L /DRAINAGE I ~j,24" 11A~ ~n^Q e° 5'I TRACT ~ I 1 ,A A' y I ~ 120 ~ I ~ ia' c a ~ \ ,0' W, BUFFER ZONE A„~ ° " ' ~ ~ I 1 0.30 qc. 1' o l I o p p u G' trn}9 I coca EASEMENT 1a^ " ° A T '58"W I ISR=0,80 (MAX,) I o 31 I 1 ° a" N • _ _ _ _ _ _ 1 _ 0.4 b -J - ~.L~._ ° °M °d.I a_ S 9'41 1 1 1 ui l 12,480 5.F. I ~ if = 4t?4G Y O 83,11' ! 94,00' 94.00' zt 94 I o J_ 2i„ 9a.oo' ~ r3A" b 1oo,oa' w ~ I , 13' G,d;" . a• I r. ~ I I rnl 0.29 c, I 4' I d' I I I I I 1 I ISR=0.80 MAX,) I I O Conr,. Neadlval! o' W r ~ • G' lrnyf I O. 6' lrnyf Fenae ~ _ ~ a",7" 5 I ~r. i II - B" cp h I~ ..-e ---I q r'~''(~za. oz.oE I a".T~ a j 1 a I 130.00' L- ----i I O O ~5. 00021 I • 130,00' I ) Y ry 2r 2s" ,2'a4^ 0 p b I I 1 0 589'41'58"W la"~.lF_9318 Fi•nma Caroge •0 7. Story h^' h~ o a a 28' ~ 2A• F ~ a.aw 1A' I ro I 2S„ 12',19' End of 6' trnyl Fenco 10, o Iz" 16 I I d I S89'41 58"W ~ 6 V ny! ..,c ~ i Iraa' !E ~ 4 .79 F' ~5!•tlb Conc, dleto! Qld . Conc. p/4t` , 0 °o l ~ I 14,aso s,F. I I ° I r i ~------------i I Common Area ~ FF<5r.a's ~ ~ 1 1 I o•32 Ac. I 2r I I I q 3t• NO GRADES CHANGES SHALL OCCUR N I t s Rmoso (MAX,) I I I 1 1 I 0 SHALL OCCUR I O I ~ s I 1 I I I I I 1 I 0, a' 4' q WITHIN A 25' RADIUS OF THE 35" do 37' I I I I ,w..,,-.. TRACT E a" ~ ti a" OAK TREES IN ORDER TO MINIMIZE IMPACTS Is.l 0 TO THESE TREES, STEM WADS SHALL BE E 35" do 37' ~ ` I ~ dIZE IMPACTS ( I LS SHALL BE ~ W W, Line of ~ I I ~ < S I I 37 14 I I I ,z" Boundar Line U11U2ED AS NECESSARY TO CONSTRUCT I 11-- ---'1 d 1 I ° I o " b Os'fi• 'y THE FUTURE HOUSE ON LOT 43. )CONSTRUCT ~ ~ I i ON LOT 43. ~ ~ Corrc. Stor fruoture :';E Corner of SW 1/4 of SW 1/4 of I 0 13,ODD S.F. _ , o o l I I cono, Hsadwarr--.\, NOT PLATTED . I . B" 140.87 I I o 3o ao r,.- ° 30 o p) _ ~ (TYn•) Section 33 I I . , r I 1 IsR=oso (MAX.). ) ~ I 12,4BO S.F. I I ~ ~ ~ drraat EL.Ca 445215 Sectlon 33-28-18. s 589 4158 W I I 0.29 a ~ 0 u" - 1 I o I I ISR=0.60~MAx.) I I Ou" ASPh, f1/I?' I a, I I tl I I I I I I I tE GI i.93 (SJ FOP 5/B" (N/C) _ s"s•B'1 I I I I 'n~a'I 1z" A.rph. Flums 019' II B" I I I I L--------- L------- I I Q r•/A A 8".9'.12' -AsPholt 0/w CCR X45430 - - - - 5D" DIP rORCE MNN-'~\I~ I I I 130.00' 1. A I I I I 130.00' 0 s• / s• P 1k 12 DIP YIAiFR (GiTY CI.EARYfAfi2) _ (Gltt OF LLEARWA7FR) a' o I ( b 589'41'58"W ~ ~ i2 z' ~ _ _ . " I 0 0' e,r' 17 I ° I 589'4158"W I r. ~ ~ - . 01z^ L~ ° P t, o I" I 14'383AcF I o I I b I Ito' I I 2," 0 0 f Asph. b/W __.".--~89• J~2gr! t. 10 tir" . I++° s' I o ISRm0,fi0 (MAX,) j 1 u u" ~ WAGE lo° I ~ I I IZ 1G' I(TrP•) I I Y a' 1s",zo" 0 37 . Q`,'kJt3 a• M T 2' I a, " I I I E E NT a s ( ~ I I ° I °o • I I I b ' 0 ' U 100.00' ~ '0 166. 0' to^ r~. 6' Fin Fencs 1 Cs:~ I o I 13,000 s,F, I °o ° 2 IZ -I- nos - 1-}' I a"s" o I ,o ( 12,480 s,F, I ~ T ^T 5• ,`'n A' ~ ~ J 010^ ,I °a 140.67 I I 0.30 'c. I ~ m l IW I rn' I I I 20" ' / .-1 MAX, 0,29 A . e`?: 3" I o• 4, , I I ISR=0.60 ~ ) I I ISR=0,60 MAX.) I~ I I to`,Ir" ~ ' I Or` I ac" 589'4158"W_-- I N I 1 I ( ~ ~b - - j s l I I~ I I I~~ ~ ,I' ~ 10' F c 4'c~r ~ 1 1 , m , I ~ o ~ c s'c~ 0.1 w . I I I I 1 „ I I r 10 Sr" G, k ~~."f , ( t3" °'I'~I I I ' _J I----------- Q 1 I s 1 f! "I B^ 5 CLf' , " 130.00 130,00 z2°,z " _ • ° D~AI/ EL EASEMENT I I ( ~ ( ) I I ~~mIB`I' C) m,~ 1 4„•s. Oa t. e^ •y„ 1 b 1 ! " 589'41'58"W I I I I I ayg ' z" 12' a ~ 1 5tory~ 9" °'~.I 18 I o I S89'41'S8 W I o _LL 4' Cl. ° I ~ r --I ai I I 1 ~,~r ,a„ ~ Pals F s" s^ d 1 'a" 14036 S.F, 1 °o 1 f 1 I M I a roi + 7k o" " o . , - G o I ~ ~ •i \ 7 LIN r EING 480.OD' i I ~ I 7 I t c P' \ a. . ° e I a` 0,32 c. I I ~ I ( I I 2 I• 26 fJ M b ^s' rain a asement f 1 I 17,709 S,F, ° 't 16371 S,F, r t~, ~ : , N WE ~OF & PARALLEL 9° X 4 ISRm0,60QMAX,) I I I I I I I to1 0 4,- , 1a`aa",,a",2o",zaa. s' ° I ,G, ~ I I li 0.41 Ac, o ~ '38 c ~ N1 T .LINE OF NW 1/4 M O D' b~ ~ J qq I ( I I I I I , 1 I ISRs0.80 MAX, I I ~ 1"' ~I" li' i° ifF SW 1 4 OF SEC. ,>0 I ~ I 1 3 a ( ) z I m0,6 x,) o B,I I 5 W r l 41 5, I I r I 39 I iv . I T I N' I I I 1 1~ ~ 9~, u ~ I ,r• t3" a" ~ N /r" ~~0 3328-18 ~q" " I'la" ~ I 13,776 S,F. O o W 7~`~76t"T?-"~ :C)I ~ N ~ 0 0" L--~- --------J I 1 I 0.32 Ac. 1~ n l 2$ I 2sl 4. I I I I r~ 9 TRACT, 9 M Oy 1 140,48' I K a' ISR~0,60 (MAX,) I a• o l 13,908 S,F, I I " ° D.32 I c a / a`, " ~ "e" ~ A' G. ~ ~.N..T-PATTED. r I A Cato 11" O 1 (15" ly . 18" ~ I • I. I I I z I ISR=oso QMax.) I I I I I d I el ~ ' ~.4 w/F e,a„I ~ 589'41'58 W q• q' r a,0 B"~-,~- ~ I I I I I I I I I I II 1 1 ",B' ~ I I ~ STOP SIN - a' /s o" 5 W F I n• / / ' ~ 1-------------1 I----------R1-11~YP.) ~ ~ --------J. L---- r~s"r~" III^ 1('' a^~ A„ r° 1z r(! u ~ I a° / ( \ , n 1" / \ / I ,r* ~ "I "I B" ~ ~ r" Dorn I --------5, - - 1s I / / 105.0 104.95' ' IIIIIIII 83,70' 100,00' r I4' r~ 66.45'0' u° _ !'4_W/F'. ((REAR I • ra• ~ • r ~ I 1 Story ` _ §ETBACK Ys^Ir" l l a p - LOTS ° I ( IJ" I I ~ R N , n e. 9' u.. o a. F,,.,,n @arn 12-19) ~ = = w 9' ~ X s' y' e" o Os E 117, o I I s4s _ - - - - ~ tn'' - - - 2A" ~ 0" B I . - 6.- - - i ~`W/PUTURE ,n I I s,,I I g ~ I ~d' O 1 °4. 17,163 E ~ a, •4,..,•, .o . .r. . u• ,1 , ~ e ~,t;•¢ri,° rr ~ I 0 39 A •p 1 t1• •ISR=0,60 (~AXJ 1 100,00' 100.OD' 100.00' ~ti ~ 69 2',,, s" LEANNE CO - o ~ ~ A' A" o n I I A' ,ro / / r------ r------ -1 r- -1 r -o~+w'1 ,3 a",a" A" 4 CLF ~ ~ I I ` / a ' / r , is r, 31Wt'~epp,, g~s~ ALK I I I I I, „ „l ~I I 4, ~ n" . ~ ' W I . / / \ Us re:,atl Area I PEtt FDtl~S1D. NDEX .~`~j s' a" s, k eh ~ I I 1(`i / a1~ ~ ,"rr- P T TYP• I I I N0. 17348 (TYP.~O I I 1 I I ~ I e• N P i+TO II ° .,0, to ALLINTERSEGON I 1 II , ~ ~ B" Q,t' F G I ~ 1 ~-~2~. , /yp`'~~~ I I W I I W I I W I I I II,W f~ I ~ q` ~ ~ s~ / ao' . w, I I ~ NI I M ~I I M ~I I I I M 2B^ q" B` q, . li` 1~\ to. I w ~ n r ~ ~ 24 25 Io ~ • ~ ~ " ~ ~ ,O I I S99'41t5~,i' Access ~ . , I I ~ o I 22 I ° o I 23 I ~ ' I I m 1 14,079 s,F. I r ~ & aTRACT ~ 1 I-m M r ¢ r y. 14,075 S,F, o g y 14,075 SF, 11 ° ~~afi's I 1 ~a " ,y„ s^ " ~ O l y. " I I I Esmt. I o ,In I, I~ ~ 1 14,075 S.F. I g ~ l 0.32 Ae. I o I. ;i 0.32 c. I ro N I 0.32 Ac. o f a. J C ~ a N I 20 g >n 0.32 a rn ISR=0.60 MAX,) rn , ~ ISR.0.80 ~MAX,)g R n d,, I . ISR~0,60 (MAX.) j1 N ' I I 01 n e" I I . " , ~b' I I a 1 t- N~ 21 " I .I ISRa0.80 MAX. s"s",~' I B( I ,.rl G' ,l p ~ , 6.4 ! y' y a,a.e 1 w 15,13 „S,F 7,YO, o a A la sao ~ ) a's^.a" a" A' r G" r" h' r n 4^ ~ ~ 4 ~ I a",G`,r 0. Ac.: ° ' , 0 13,8~( 5.F. 1 I CJt 0 m I I tam to, r" " • ~ n I a. l p1 ~1n 1 b b U 1 0 0 0 I' , 1 0 0 0 b 0 0 0 C~~ ~;0 0 3B^ r:, a" 0' B" r" M ,r 15 0.6 AX. 0 0 0.32 a II I "~a• G' I I I I ~ I ~ Y,""'") pf b 6R=D.6D9 X. I I 4"A` I I a, 4' 8' a" gyp'. ~•,0" d" r•~4" 4' I• t A„y. ~ ~'r~.r~ ~ " / . O I , 1M~ ) Q 5',B"~4' V 4 C ) ~ V ll eJ 0 4' 0 1. 0 l:+r B" a`,a" r o 0 0 0 b 010 .e U 0 e's^ C) 0 14°, ",to^I g" ~s` = e^ I I s" ' r' n . rCu r y r" c ~ 28' I I O W I 4 a",4" i y` I a ~ I l4',5"~G' A" 4" n T ' ~ ~ 1 4" / A? ~'0 4' lU I • \Q 0 ° 0 0 W/F , 0~' 0 s''s''y' I I 5"I I 0 Oa" I ~ ~ Oa, a 0 Cb„ 0 0' C I o' r li, r ~11 I . A'~u e' a` avr c III N „ I a^ & D. AINAGE i,~ s 'm'v C „CQ' . • RR i 00.04" I I ~ ti0) ~a" 04^ , S~~ , L....Oa„YbA ;3 ~i-b' - ~ f) ,..~/I_,. t.i1v~"4rv I I EASIE~MENT I , „4 r a;' 1,~.,,,.„~- 'w,-,,. , Carh Inlet ",1o",t2'a2" C~ 5 a",ta' 1, t2 " „ ,a".tr „ " ^ , ' " I " -t>L-",° ...~'g~;~:J~a~4 - - - - '~I - ,'7"e"d.,."~ 10„ I ~TO^ , A' C1,F - r° o ~ ' ~ Y 0 a" 52` .Q" , ; 0(p~ _Gx 109-100. G'anl Hs4'70c>Y2' ,s" ) 4" p n + " 0 0 X64 40,~~ G" t3^ 0 1 ' @' s' ' (Y~~ _ a Y Q" ° 33',33' " . 11.° T 18" 14' it" G" "n IFS ~IG" 1 13, 5'CLF Y v 0 e" - - - - - -^-`~'C' - x - - - ~-ZTIC!' ,IT7QL'_ °X4° rl..~ a --E3- cfF' - `V" - _ - - a aa,5 2' 6 c. Curb- ~ A5 halt Fc 4 ~ S89' 9=22 a~ S ~ r P ~ M I 4" 13 , LOT 16 r Sfor ces o o.x~ s, 37,3• SOT LOT 14 LOT 15 ~a~5s Fo^o ono, cure (PRM 2937) 39.9E Scrpan Encrasad i StOry~C65 Llne Of N .~2 ~1 ~3' F( 45,31 SP 0 43J I I Paa!/Oeck Ff=4 7B 3/4 of NW 29 xa "kASj~9e k1•,~, 1 I LOT 12 3'Conc 5/Y/ 1/4 Of SW Scraan Enclaaed n a LOT 3 I \ - 1/4 Of pnol/Osok LOT 17 Section 33 / I 10' Drainage I & Utlilt Easement ~yp,) I ~ I LOT 11, _ , ORIGINAL RECEIVED PLANNING D~PAR~M~NT CITY OF CLEARWA~E6~ t~tyllllltgp1,..... ,~R~~~~I[~Idi',l;~~f e~o~ Y. SP# 4424 DESIGN BY: DATE: PROJECT NO. 5 1 /31 /07 REV, BLDG. ENVELOPES (LOTS 1-11 & 20-43) PER CLIENT LG PREPARED FOR: LOT LAYOUT & BUILDING ENVELOPES GOVERNALE ENGINEERING SERVICES, INC. LG 06/08/05 4 7/31/06 REV. LOTS 29 THRU 32 PER CLIENT LG RENAISSANCE OAKS LLC CONSULTING PLANNING EB 0007622 DRAWN BY: SCALE, 04-05 3 9/19/05 REV. PER CITY REVIEW LG RENAISSANCE OAKS SUBDIVISION 2 8/15/05 REV. PER CITY REVIEW LG 163 BAYSIDE DRIVE LS 1"=60" SHEET NO. 1 8/02/05 REV. PER PINELLAS CO. & CITY REVIEW LG CLEARWATER BEACH, FL 33767 McMULLEN-BOOTH ROAD 1807 PEPPERTREE DRIVE PHONE: (813)855-3510 t a REVIEWED BY: FILE: V RN LE, P E 3A 18 N0, DATE REVISIONS BY PINELLAS COUNTY, FLORIDA OLDSMAR, FLORIDA 34677 FAX: (813)855-1572 LEO L. G~ NO. 16971 LG 04-05 - flF- w