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FLD2006-10056
r u r 05 2ND S 212-6 . ! QFT ;a£r 1 ' t 1 r - a L-j L:3 11 t 1 ^?- II&SO Woo ? ?J V 7 ? ?? iJ i i_! • ??1// f a .. f / . _ a . 1 S: q 4 C Et, V D c; <s P 4 'at E` i' "c ? ;?? ids".??,> `??ss•. ?'d ..ivVer ii...,. t Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 T' SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION (OAi SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets A SUBMIT APPLICATION FEE $ I I ?. 00 * NOTE: 15 TOTAL SETS OF INFORMATION REQUI RED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 0.4/28/2006) PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Rottlund Homes of Florida, Inc. MAILING ADDRESS: 2637 McCormick Drive Clearwater FL 33759 PHONE NUMBER: (727) 669-2449 CELL NUMBER: N/A PROPERTY OWNER(S): Rottlund Homes of Florida, Inc. List ALL owners on the deed AGENT NAME: Sean P. Cashen, Gulf Coast Consulting, Inc. MAILING ADDRESS: 13825 ICOT. Boulevard, Suite 605, Clearwater, FL 33760 PHONE NUMBER: (727) 524-1818 FAX NUMBER: (727) 524-6090 CELL NUMBER: (727) 432-0365 E MAILADDRESS: scashen@gulfc B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: Lake Chautauqua II PROJECT VALUATION: $ 50,000.00 STREET ADDRESS 2695 - 2nd Avenue South, Vacant property west of Lake Chautauqua. PARCEL NUMBER(S): 32/28/16/00000/310/0400 32/28/16/00000/310/0500 32/28/16/14922/037/0010 and 32/28/16/14922/037/0080 PARCEL SIZE (acres): Approximately 4.8 acres PARCEL SIZE (square feet): LEGAL DESCRIPTION: PROPOSED USE(S): . Sinale-Familv Detached (10 Lots DESCRIPTION OF REQUEST: This submittal proposes an 8' high masonry wall to the west of Lot 1 which would tie in Specifically identify the request to the existing 8' high wall along the west boundary of Chautauqua Lake Estates and (include number of units or square footage of non-residential use and all would be compatible. The proposed 6' high columns with open aluminum fencing along requested code deviations; e.g. reduction in required number of the south boundary would also be compatible with the existing fencing in the area and . parking spaces, specific use, etc.) ORIGINAL would provide a transition from this 8' high wall to the west. Page 1 of 8 OCT 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNI DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES- NO ? (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) ? SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) On file with FLS2005-08066. D. ? 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA- Explain how each criteria is achieved, in detail: . 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. See attached responses. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. See attached responses. 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. See attached responses 4. The proposed development is designed to minimize traffic congestion. See attached responses. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See attached responses. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. See attached responses. ORIGINAI RECEIVED OCT 2 7 2006 Page 2 of s PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) ? Provide complete responses to the eight (8) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA- Explain how each criteria is achieved, in detail: 1. The development or redevelopment is otherwise impractical without deviations from the use and/or development standards set forth in this zoning district See attached responses. 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district See attached responses. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. See attached responses. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. See attached responses. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. See attached responses. 6. Flexibility with regard to use, lot width, required setbacks, height and off-street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderty development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ? Changes in horizontal building planes; ? Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ? Variety in materials, colors and textures; ? Distinctive fenestration patterns; ? Building stepbacks; and ? Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. See attached responses. CRIGINk Page 3 of 8 OCT 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 • or] V C COLUMN & FENCE ELEVATION SCALE: N.T.S. (TO BE PEWMMD BEPARP.rELV THRCUCaH BUILDING DEPA-EPM Q <IV 'I.L-I E1.'R] D•. 5 10 7 RE-D M- FENCE a LOwaS AODf0 KTIL 0,16 w -- Gulf Coost ConsuhDg, Inc. ROTTLUND HOMES OF FLORIDA, INC. LAKE CHAUTAUQUA II pER do C,ENOYAIER ExIi. " ..... cndDwclopmrnt COna , W ] RENYO OF CDIY __6+R 2637 MCCORMICK DRIVE Ds s m RE- wER 4Tr OF 4E,wwAtEA CWwaTs CLEARWATEII, FLORIDA 33759 HORIZONTAL CONTROL / LOT DIMENSION PLAN 2 11 1/0S R ga. t - S-D C-0- Duo 4EMWAIER COY6NIS 0/8 •• •? En 0011 usoeu ,0/15/45 RENSE PER Ott OF PHONE: (727) 669-2449 FAX: (727) 669-0997 I I m ? ? °• I I I I I I I - I ! 1 2 1 3 1 4 6 I 7 & / I 1 `t; N00'44'34'W 5 / tt a, 9 ,m 30.57' I I I CAAJTAUQUA LAIf? ESTATES / 1i e1 w P.B. f2B, P&S. 3 43 „ I I 589'42'10"E 697.16' II I I ??LE VACATED R.O.W. _ [nn. 6 nwtx Fww 1 I ? F=-, ?? IS'REM ff16AIXl i / n _ 5090E iBAbt1 • ¢ __ ZRI ?a-Ta5_iw+ '.. \\ C\ 0 aseq p0. 3m5 _.'••• - I I S89'43.32" C- -] SCUE: ' O' I -_?...? /--'-. 'rte M1'i+pi _ I T •• t y? I 1 I I I / ?1 1? I M1/ 1-, fi I I I I 1 ? 0.45 AC. LOT - 21,250 ip. tl I i6`°E I I Iv j ?20POSE0 DRAINACEIEASENENT '.?1-t ?° I •• r??1A? w I I (PUBLIC) 7 p"' , use rn \ avE-W.. I 1. ! I :r.•?• • ? ?..1 1 I ?_ 1 r_ -_-?T ___ 1 srro 9d I?t -_sp___ .I•? W ' u? C a sm v j g yy ° 291 - 4 I I^ li l u I r- -- g? Y Ia , OT - LOT ' s I O \ 9? ` T ?.,? 57 yt 9 I I? : 1 F- IF I 24016 ii. 17666 SF LOL ,1v ,5 ,w I I ¢ 1 "... s.p. I J 2 17674 0.)56 ip. W ?'I el I.O I I I? 1 ,. 1 SE. LOT . LOT " LOT - ] E 4 ? n,6T6 s.R. ?? 17.67eGsF. ? ,.. O .? I ? ? ? ?B ? B J 1 I ! I nw wrn 20.]58 I I ? I I i I I I Q wm,f a Y? '? _ ? ? ? Ci ?..• ? ? \? _ I I '? ?•.'.. A¢s ?\ 1? J 27. ao s . o V --- J 1 E :? Zi m i.sfreea E , E?..,.e. d o I Y (rr') ?m .1 - F ?- ? fE T°1vI I E m4 ° Tro 9 ?-- ' }' ?? Tblyd Ave a SDUth (Public)•?ro Pnve? o?aE vAGMD RO.w.30 •1 •• d1163 65' \N89Y0'S1'I ?V I I Third_ Avenue _South Evlst,ng -eveD RDaa ?? sas w u swr irwl I D P e .x,ae <a.,x = -o 77111 Na. l SECT70NIA ?,_ J--l_T_•J t_r_J--t_T-J--ti 1 a . \ O CHAUTAUQUA ON THE LAKE 6 W Z LL Sal P.1 8, PC. 152 I I I - O ?..? Z O 25 24 23 22 21 20 19 I __I___ __I_ w: (a^n was-astse)1 __II I ? ''_`` D/MM7TT CA-iC EXPANSIO 1VEXlCLE STOR4CE --?? .I II i I I I I I I I I 77 V N AREA (RCP 2005-06f86f ?? I I? x N1101F¢ T" •L '? 0 I I I I pg s i 1 2 I 3 4 5 6 I 7 a x N00'44'34'W / if m' 9 30.57' I I I CIIATAUQUA LAX' ESTATES / u - d P.B. 12B, PGs. 9 49 III a I I I ? I I Sa9'42'10-E 697.16' Ill` VACAlEO N.O.W. a Hmrb v.w Ll o " ¢ .. P. .. a? ?. rxx . n I / p 0 2V 10' y ?- ass-. 10' B 1 .. \ 90E 2? bt9 n 0 .'.' ? 7 1_, 17 ]5' REM ff10NIX I T I I 1 .-. ', I - ? ? \\ ?\ on .mho, x?ame ... _ __ •.?UPL?P• ? S SLNE I' 40' 589'43'32° F C - . J / ~%L 10 ey? i i 0.45 AC.: .: a•?'r' LOT - 21.2x0 SF.I I i I i F 4 W 5 d I I 'w III f0POSEU ORAINACEIEASEIJENT I ';'f= •?+ I ORWN40E a ?' I I i (PU6LIC), S I i I I ( ____ ??___? 1 OXE-WNr I I' L______ I'Y,•cnaNt. I r --- ;? --- _? w I ' 1 ?! - - ( 1 a C ?@DE..E19 Ay!' I J yy 1°'_ tom) I I .?I F l I G I 11 r -____--_ 1 .• i s Y Pmw arvemq 17 Ir. ,? '? - OT- 1 LOT.: ys. ... 1 ,;,? "[` •`. y/L 1! < - H 2n01e SP. 1 Haas sr. b I LET ° n• ,ro I I 9 I - r Q LOT nsn s.r. ° p9 1],e]d)sr. LOT . ]O.)SB .R, I ?`I J pp7 I{?{ I I B 1),E)•S.P. LOT s I5 i 1 i 2 4 ?? : I).4)6 S.r. Y? ?. 6 ?? ? W ? `? 1 - ? tY/ 1 ?.' ?•'?• >M? 'r 33 J I i3: ! 3 I ?L I 5??? !] I 7 ¢ 1 •a LOT I I I I I I I i I.v?u Q I ]0..158 SF .Yxmw rr• /- - _,. N^'- •. \r, 2 f U L J J __ I __ Lor.n.uosr w I'-tl •. AREA (-) - - I I -:\ :? _..5 ..-: T:ff18Apt ) l ® S ML iW m I C o 1 42 5 N8940 i \ (NR'?l? -, ? t STOP 9d ° TOP 40- q• ?d P _ _ / ... M 50. 1 '.. f.•. - J'° L sR¢ET unl(Twl I T -- E --- I-- tin ROOd Po- o Third Ave a 9 ro0ose 0u1b (Public 63.65' VAGTEO No.w. I N89'40'51'W ` q _ I I Third Avenue aauth ?' wuN ao sTREET acxs m0 I rtemoal .wwc x„m cK>E ?°" L ?° - :-' " tea \I _ _ _ I UN?T Na I I SECTION IA I - I - I - - Lij LU ? ?,_1 t_T_•f l_T_J--t T_J- t . ` ' CHAUTAU42UA ON TWE LAKE 76 G y___ ___r__ ___I___ •w•wm.o c•m.m1 y 1 1 `25 CN I rq1 823, PG re 22 I ? ?/"y"• Q '••ri _ _ _? _ _ _ _ _I_ _ _ m'tlk01tl r• P.xm ca,.1r11 I I I noP 9 I 21 I 20 I 19 25 24 P. ' Q Q ? --I--- D7MMT T CADILLAC IVIiH/CLE STOR4GE --? 11 I I I I I I I 17 ?, LU 1 --- EXPANSION AREA (BCP 2005-OB186) ?? 1--I-- ---'-- ---'-- -- -r %iIINI II I I I I W 11 a %j OE U ZO C it FE FENCE ELEVATION SCALE: NT.S. (TO BE PEFiMnTED SEPARATELY THROUGH BUILDING DEPARTMENn Q Gulf Coot Consulting, Inc. s 10 ] RE- w FEREE a mwNS NoOEO E.- crs Lmd DevelPpmmlCmrultin] hROTTLUND HOMES OF FLORIDA, INC. LAKE CHAUTAUQUA II o/23 REw5E0 PER Orv OF 4EMW- cam.E.Ts 2637 McCORMICK DRIVE 05/15/06 RE- PER arr OF aFMwNTER cwNENTs CLEARWATER, FLORIDA 33759 HORIZONTAL CONTROL / LOT DIMENSION PLAN 2 11n1//055 ?Ngo PER o"` . aiN?w. ER mNNER s c a - Pa o?D131?P0 PHONE: (727) 669-2449 FAX: (727) 669-0997 0 • 0 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. U? If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. Submittal is for wall & fencing only. Stormwater previously approved. ? At a minimum, the STORMWATER PLAN shall include the following; ? Existing topography extending 50 feet beyond all property lines; ? Proposed grading including finished floor elevations of all structures; ? All adjacent streets and municipal storm systems; ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ? ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. Stormwater & grading previously approved as part of Development Order FLS2005-08066. 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 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; (*) ? LOCATION MAP OF THE PROPERTY; (See attached map.) ? 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 Obordinator 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; N/A ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); N/A ? COPY OF RECORDED PLAT, as applicable; (Plat currently being reviewed.) (*) = On file as part of previously approved Lake Chautauqua 11 Subdivision (FLS2005-08066). ORIGINAL RECEIVED Page 4 of 8 OCT 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER s • G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A) O 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; N/A All required sight triangles; N/A - open fencing proposed adjacent to driveways. 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 0 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 stomwater management facilities; (*) Location of all outdoor lighting fixtures; and ? Location of all existing and proposed sidewalks. (`) =Provided per previously approved as part of Development Order FLS2005-08066. ? SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: ( ) EXISTING REQUIRED PROPOSED _ Land area in square feet and acres; _ Number of EXISTING dwelling units; _ 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. O REDUCED COLOR SITE PLAN to scale (8'/s X 11); (*) ? FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: (*) _ One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; _ All open space areas; _ Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); _ Streets and drives (dimensioned); _ Building and structural setbacks (dimensioned); Structural overhangs; (•) = Provided per previously approved as part of Development Order KDWIM66. Page 5 of 8 OCT 2 72006 PLANNING DEPARTMENT CITY OF CLEARWATER • • 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; Sight visibility triangles; ? REDUCED BUILDING ELEVATIONS - same as above to scale on 8'/2 X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) (*) ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8'/X 11) (color), if submitting Comprehensive Sign Program application. () = Provided per previously approved as pan or ueveropmenr uraer rL0Zvu0-v0v00. RECEIVED OCT 2 7 2006 Page 6 of 8 PLANNING DEPARTMENT CIiY OF CL EARWATER 10 10 K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) (*) O 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 (727-5624750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. I] 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 postdevelopment levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. (*) = Provided per previously approved as part of Development Order FLS2005-08066. L. FIRE FLOW CALCULATIONS/ WATER STUDY: N/A Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and curat t of knowledge and authori a sit and photograph the pr ication. Sean P. Cashen, Authorized STATE FLORIDA, COUNTY INELLAS, Sworn toa a ? subscribed before ma e this ay of to me and/or by A. D. 20 CPU n . C Ch who is personally known has pro uced as identifi lion. Notary publ , My commission expires: RECENED Page 7 of 8 OCT 2 7 2006 ` oti„av ave?, AMY E. LEBLANC ; _; ?.*? :Notary Public -State of Florida . MyCommMmExpires"5.2008 PLANNING DEPARTMENT N'FOiF??PO` Commission # DD344087 ... Bonded By National Notary Assn. CITY OF CLEARWATER • N. AFFIDAVIT TO AUTHORIZE AGENT: On file per previously approved Development Order FLS2005-08066. 1. Provide names of all property owners on deed - PRINT full names: 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 3. That this property constitutes the property for which a request for a: (describe request) 4. That the undersigned (has/have) appointed and (does/do) appoint: 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; 17. That (Itwe), the undersigned authority, hereby certify that the foregoing is true and correct. Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this personally appeared Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. day of who having been first duly sworn Notary Seal/Stamp Notary Public Signature My Commission Expires: ORIGINAL RECEIVED OCT 2 7 2006 Page 8 of 8 PLANNING DEPARTMENT CITY OF CLEARWATpik 0 DETAILED RESPONSES TO FLEXIBLE DEVELOPMENT COMPREHENSIVE INFILL APPLICATION CRITERIA LAKE CHAUTAUQUA II SUBDIVISION D. WRITTEN SUBMITTAL REQUIREMENTS (CODE SECTION 3.913.A) The property has been approved as a 10 lot single-family development per FLS2005-08066 / PLT2005-00023. South and West of Chautauqua Avenue is the back / rear of the existing Dimmitt Cadillac dealership auto repair facilities. North of the site is the existing Chautauqua Lake Estates (aka Lake Chautauqua--Dev Order FLS 2003-10054). An existing 8' masonry high wall exists along the west boundary and a 6' opaque high E L k t t ` s a es a e fence exists along the north boundary of this Chautauqua development to the north of this project. Also, to the southwest of this site, south of Chautauqua Ave., an existing 6' opaque fence borders the Dimmitt Cadillac vehicle parking area constructed earlier this year. This submittal proposes an 8' high masonry wall to the west of Lot 1 which would tie in to the existing 8' high wall along the west bound f Chautauqua Lake Estates and would be compatible. The proposed 6' hig -'k columns with open aluminum fencing along the south boundary woul so , be compatible with the existing fencing in the area and would provide a transition from this 8' high wall to the west. This column/fencing would define and buffer the Lake Chautauqua II development from Chautauqua Avenue and the auto dealership vehicle storage area to the south and west. 2. The proposed fencing around this developments d not hinder any development and will not impair the value of adjacent property. These proposed walls an ences will enhance and beautify the area. 3. The proposed wall and fencing surrounding the previously approved residential use are compatible with existing residential uses to the north. This development will be buffered by this 8' high wall from the auto 0 dealership repair facility to the west and the 6' high column and open rail- type fencing to the south will define and provide some measure of buffering from the existing road and vehicle storage area to the south 4. The proposed columns and fencing to the south are offset approximately 48 feet from the edge of pavement of Chautauqua Avenue which will provide sufficient area for residents to park within the driveway awaiting the gate to open. This should not cause any additional congestion or impact to traffic flow on Chautauqua Avenue. 5. The proposed 8' high masonry.wall to the west of Lot 1 would tie in to the y existing 8' high wall along the west boundary of Chautauqua Lake Estates and extend this wall to provide buffering from the auto dealership repair ORIGI RECE D OCT 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 facility to the west, consistent and compatible with the existing wall. The proposed 6' high columns with open aluminum fencing along the south boundary would also be compatible with the existing fencing in the area and would provide a transition from this 8' high wall to the west. 1. The proposed fencing for this development is no different than the existing Chautauqua Lake Estates single-family development to the north. This development and the proposed fencing should not have any adverse visual, acoustic or olfactory impacts. in the area. WRITTEN SUBMITTAL REQUIREMENTS COMPREHENSIVE INFILL PROJECT CRITERIA The proposed walls and fencing extend the wall theme from the development to the north while providing an open fencing transition to the south which provides additional buffering from the vehicle parking area south of the site. 2. According to Pinellas County Property Appraiser data, the just market value is $1.0 million, and upon development, this should increase to $4.4 million. Development with high-end homes in a residential community should enhance the value of abutting properties. 3. Single-family detached homes are a permitted use in the LDR zoning district. We are proposing walls and fencing as part of this submittal. Nothing more needs to be stated. 4. The proposed fencing for this development is no different than the existing Chautauqua Lake Estates single-family development to the north. This development and the proposed fencing should not have any adverse visual, acoustic or olfactory impacts. The site design provides adequate buffering from adjacent uses including the auto dealership to the west. 5. The development of the property as single-family homes will increase the property value and upgrade the immediate vicinity. The Development with the proposed walls and fencing will provide a uniform and consistent appearance, in addition many existing trees will be preserved, and large high-end homes will be constructed. This will increase the property value and upgrade the community. 6. The site design preserves many existing trees, provides excellent lake views, and extensive open space and natural areas. The homes and the proposed fencing will fit well in the community. Existing wetlands have been avoided while being incorporated into the overall layout and debE INAL The overall design will enhance the area. RECEIVED OCT 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • 0 N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: Rottlund Homes of Florida, Inc. 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 2695 - 2nd Avenue South. Vacant property west of Lake Chautauqua. 3. That this property constitutes the property for which a request for a: (describe request) An 8' high masonry wall to the west of Lot 1, which would tie into the existing 8' high wall along the west boundary of Chautauqua Lake Estates, and a 6' high column and fencing along south side of Lots 1-7. 4. That the undersigned (has/have) appointed and (does/do) appoint: Sean P. Cashen, P.E., Gulf Coast Consulting, Inc. as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representat' es to visit and photograph the property described in this application; 7. That (1/we the un rsigned a or' , e eby certify that the foregoing is true and correct. rope y Owner Property Owner Sonya D. Aske ) Vice President, Rottlund Homes of Florida Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this , o0l day of aoo?? personally appeared Sony' ,? 8SKPW who having been first duly swom T Deposes and says that he/she fully understands the contents of the affidavit affidavit that he/she signed. DEANNE M. YOUNG ? =* : MY COMMISSION # DD 208494 ^' a EXPIRES: May 29, 2007 Bonded Thru Notary Public Underwriters Notary Public Si natur Notary Seal/Stamp My Commission Expires: ORIGINAL RECEIVED NOV 0 2 2006 PLANNING DEPARTMENT Page 8 of 8 CITY OF CLEARWATE? K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) (*) D 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 (727-5624750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and postdevelopment levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. ra 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. (*) = Provided per previously approved as part of Development Order FLS2005-08066. L. FIRE FLOW CALCULATIONS/ WATER STUDY: N/A 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 afire pump is required the water supply must be able to supply 150% of its rated capacity. Compliancewith the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) i164A, Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): RECEIVED Fire Flow Calculations/Water Study is included. R low Calculations/Water Study is not required. ILOV 0 2 2006 P?ANNNING DEPARTMENT CAUTION - IF CAPPLICATION ONE HAS I BEENE SUBMI?TTED,E APPLTCAM?U3T BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, ac in this application are knowledge and a photograph t Sean P. Cam. Authorized ns ma r STATE OF FLORIDA, COUNTY OF PINELLAS f est of to vi ' and Sworn o and subscribed before me this day o , A.D. 20__b(o to me and/or by ?e i a ,eve who is personally known has produced as identification. LIC Notary p li , Notary rl-51 comnNion expires: My ve j AMY E. LEBLANC Page 7 of 8 .`i? Notary Public - state of Florida * MyCommIIssionExperesA U5.2008 '9. o-?O7' Commission # DD344087 F41 J10, Bonded By National NotaryAssn. 0 0 Gulf Coast Consultuig, Inc. Land Development Consulting • Engineering • Plamiing • Transportation • Permitting ICOT Center 13825 ICOT Boulevard, Suite 605 Clearwater, FL 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 November 2, 2006 Mr. Neil Thompson, Development Review Manager City of Clearwater Planning Department 100 S. Myrtle Avenue, 2nd Floor Clearwater, FI 33756 ORIGINAL RECEIVED NOV 0 2 2006 PLANNING DEPARTMENT CITY OF CLEARWATFR Re: Lake Chautauqua II Site - Flexible Development Comprehensive Infill Application FLS2005-08066 Dear Mr. Thompson: In response to the comments dated October 30, 2006, received from Mr. John Schodtler, the following items have been addressed. Cross-sections and additional details of the proposed 8' high wall for the west side of Lot 1 are now shown on revised sheet 7. Please note that this 8' high wall and 6' high fencing plan has been submitted to the building department and is currently being reviewed under BCP2006-09597 see attached co of comments L Site Triangles are now detailed on revised sheet 7. We have detailed the site triangles at the corners of roadway rights-of-ways as well as from the proposed driveways from lots 1 through 7. Although we have 6' high columns within a portion of these site triangles, the remainder of the 6' high fence is the open aluminum fencing with 3' high hedge which will not obstruct or impede vision. Enclosed are 15 sets of the Boundary, Tree and Topographic Survey which details the existing trees. Enclosed please find: 1. Flexible Development Application page 7 (15 copies); 2. Revised Horizontal Site Plan Sheet 7 with Vicinity Map. (15 copies and one 8-1/2 inch x 11 inch reduction); 3. Fifteen (15) Affidavit to Authorize Agent (One original and 14 copies); 4. Fifteen (15) sets of the revised Landscape Plans and one 8-1/2 inch x 11 inch reduction; 5. Fifteen Boundary, Tree and Topo Surveys (One signed and sealed and 14 copies) The Review Fee check for $1, 205.00 was previously submitted on October 27, 2006. As part of this Flexible Development Application, the applicant, Rottlund Homes of Florida Inc. is proposing an 8' high masonry wall on the west side of the site adjacent to Chautauqua Avenue and a 6' high masonry column with open aluminum fencing on the south side of the site as shown. This Lake Chautauqua II development was previously approved per the Development Order FLS2005-08066. Please note that this 8' high wall and 6' high fencing plan has been submitted to the building department and is currently being reviewed under BCP2006 09597 fsee attached copy of comments. r November 2, 2006 Page 2 of 2 Please contact me if you have any questions or need any additional information. Sincerely, Encl cc: John Schodtler, City of Clearwater. Mike Willenbacher, Rottlund Homes of Florida Inc. Randy Smith, Rottlund Homes of Florida Inc. Tim Feeks, Rottlund Homes of Florida Inc. Al Kesler, Kesler Design and Consulting, Inc. File 05-021 Z a CM W LU 2!R o V o Q OU 4LU C--3 z0 U CL Sean P. Cashen, P.E. Principal • 0 Gulf Coast Consulting, Inc. Land Development Consulting - Engineering - Planning - Transportation - Permitting ICOT Center 13825 ICOT Boulevard, Suite 605 Clearwater, FL 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 November 2, 2006 Mr. Neil Thompson, Development Review Manager City of Clearwater Planning Department 100 S. Myrtle Avenue, 2nd Floor Clearwater, Fl 33756 ORIGINAL RECEIVED NOY 0 2 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Re: Lake Chautauqua II Site - Flexible Development Comprehensive Infill Application FLS2005-08066 Dear Mr. Thompson: In response to the comments dated October 30, 2006, received from Mr. John Schodtler, the following items have been addressed. Cross-sections and additional details of the proposed 8' high wall for the west side of Lot 1 are now shown on revised sheet 7. Please note that this 8' high wall and 6' high fencing plan has been submitted to the buildin department and is currently being reviewed under BCP2006-09597 (see attached copy of comments. Site Triangles are now detailed on revised sheet 7. We have detailed the site triangles at the corners of roadway rights-of-ways as well as from the proposed driveways from lots 1 through 7. Although we have 6' high columns within a portion of these site triangles, the remainder of the 6' high fence is the open aluminum fencing with 3' high hedge which will not obstruct or impede vision. Enclosed are 15 sets of the Boundary, Tree and Topographic Survey which details the existing trees. Enclosed please find: 1. Flexible Development Application page 7 (15 copies); 2. Revised Horizontal Site Plan Sheet 7 with Vicinity Map. (15 copies and one 8-1/2 inch x 11 inch reduction); 3. Fifteen (15) Affidavit to Authorize Agent (One original and 14 copies); 4. Fifteen (15) sets of the revised Landscape Plans and one 8-1/2 inch x 11 inch reduction; 5. Fifteen Boundary, Tree and Topo Surveys (One signed and sealed and 14 copies) The Review Fee check for $1, 205.00 was previously submitted on October 27, 2006. As part of this Flexible Development Application, the applicant, Rottlund Homes of Florida Inc. is proposing an 8' high masonry wall on the west side of the site adjacent to Chautauqua Avenue and a 6' high masonry column with open aluminum fencing on the south side of the site as shown. This Lake Chautauqua II development was previously approved per the Development Order FLS2005-08066. Please note that this 8' high wall and 6' high fencing plan has been submitted to the building department and is currently being reviewed under BCP2006-09597 (see attached copy of comments). November 2 2006 Page 2 of 2 Please contact me if you have any questions or need any additional information. Sincerely, Encl. cc: John Schodtler, City of Clearwater Mike Willenbacher, Rottlund Homes of Florida Inc. Randy Smith, Rottlund Homes of Florida Inc. Tim Feeks, Rottlund Homes of Florida Inc. Al Kesler, Kesler Design and Consulting, Inc. ORIGINAL RECEIVED NOV 0 2 2006 PLANNING DEPARTMENT CITY OF CLEARWATER File 05-021 Sean P. Cashen, P.E. Principal 10/30/2006 12:18 FAX 727 669 0997 Statu3:'Case Status i Post-its Fax Note Th Case Number: BCP2006- nar.a-7 ROTTLUND HOMES Status: Received Z001/004 Page 1 of 2 ew Planning Case ORIGINAL RECEIVED 2 2006 ILANNING DEPARTMENT I?RWATER ¦ Pay ¦ GIs Fees View Aerial ph oto, zoning information 24 Application Date: 9/28/2006 Address: 2301 CHAUTAUQUA Project Name: LAKE CHAUTAUQUA--4 Description: CONSTRUCT 6' B" BLOCK PERIMITER WALL AROUND THE SUBDIVSION Case Information: Project Value $64,700.00 Residential /CommerclaI Commercial Issued Date Finaled Date Expiration Date rGCa. Item Fee Amount Fee Remaining Date Paid Permit Fee $504.25 $504.25 F lans Review Fee P $297.50 $0.00 9/28/2006 Clearing & Grubbing Fs1o.00 $0.00 9/28/2006 Reversal - Plans Review Fee E($297.50) $0.00 9/28/2006 CHANGED TO MATCH CHECK Reversal - Clearing & Grubbing ($10.00) $0.00 9/28/2006 Plans Review Fee $297.80 $0100 9/28/2006 CHANGED TO MATCH CHECK F-- -1 1 1 1 I F http://epermit.myclearwater.com/tm binltmw emd.pl?tmw_Cmd=StatusViewCase&shl_c... 10/30/2006 30/2006 12:18 FAX 727 669 0997 Stati2s:'Case Status l Clearing & II $10.00 Grubbing Activities Plan Reviews ROTTLUND HOMES • $0.00 1 9/28/2006 002/004 Page 2 of 2 Inspection Certificate of Occupancy Conditions other Conditions View Case S_ummary ORIGINAL RECEIVED NOV 0 2 2005 PLANNING DEPARTMENT CITY OF CLEARWATER . Pay ¦ GIS Fees view Aerial photo, zoning information Back to Search -I If you have any questions or suggestions for our site, please contact Development Services at (727) 562-4567 or E-mail UE City Df Clearwater Home Pape ReVlew City of Clearwater Web Site Legal Disclaimers Version: 3.5.1.20051221,03 http://epermit.myclearwater.com/tm bin/tmw_cmd.pl?tmw-cmd=StatusViewCase&shl_c... 10/30/2006 10/30/2006 12:18 FAX 727 669 09.97 Stags: Case Status i ePermit Home View Permit or License View Planning Case Plan Reviews for BCP2006-09597 Return to main case information page Address: Project Description: [&003/004 Page 1 of 2 View Parcel ORIGINAL RECEIVED NOV 0 2 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 2301 CHAUTAUQUA AVE CONSTRUCT 6'8" BLOCK PERIMITER WALL AROUND THE SUBDIVSION Type Received Initial Review Approved Status Done By HOLD See John Schodtler Landscape Review 9/28/2006 10/5/2006 Review 727-562-4547 Comments below HOLD See John Schodtler Zoning Review 9/28/2006 10/5/2006 Review 727-562-4547 Comments below Rick Albee Land Resource Review 9/28/2006 10/10/2006 DONE 1 1727-562-4741 HOLD See Traffic Review 9/28/2006 Review CRM Comments below Fire Review 9/28/2006 10/2/2006 HOLD See Review Comments below Ann Downes- Blackburn 562- 4327xt3062 Review in Engineering Review 9/28/2006 Progress* Review 1 Building Review 9/28/2006 Progress *Applicable review comments will be displayed once the review is complete. Please wait until all reviews are complete before submitting revisions. http://cpermit.myclearwater.com/tm-binJtmw- cmd.p1?tmw_emd=svcBCPreview&sh1^ca... 10/30/2006 ROTTLUND HOMES • 10/30/2006 12:18 FAX 727 669 0997 tatus' Case Status RPVIAw CAmmPntR: ROTTLUND HOMES Igoo4/004 0 Page 2 of 2 Print "Not Met" conditions IMPORTANT! Reviews are still in progress for: Engineering, Building. Comments on completed reviews are displayed below, viewed Type Comments Status Re Fence must not obstruct fire hydrants. Maintain clearance of 7.5 ft from the front and sides of any/all fire hydrants, and 4 ft from Not Met Ann Downes- Blackburn 562- the rear of any/all fire hydrants. 4327xt3062 Zoning Review Maximum fence/wall height is limited to three feet in front of a primary structure. A residential infiil redevelopment project will need to be applied for. The fee is $1,205 and Not John Schodtler Zoning the time frame for processing is 60-90 days. "This Issue Met 727-562-4547 was brought up during the site plan review process under FLS2005-08066 where the fence was reduced to three feet In height. Provide sight visibility triangle at the NE intersection of Lake Chautaqua Avenue and Third Avenue South or the Not Bennett Elbo Traffic South West corner Block 37. Proposed walls shallt not Met 562-4775 encroach in sight distance triangles. Zoning Review Not John Schodtler Zoning Identify proposed fence/wall. Is the 6' foot high vinyl fence Met 727-562-4547 along the north property line included in this proposal? Any fence or wall that exceeds three feet In height and is ocated within any required structural setback adjacent to a Not John Schodtler Landscape ublie right-of-way shall provide a three feet wide Met 727-562-4547 landscaped strip on the street side of the fence. Provide landscape plan. Beck to.Sealrch If you have any questions or suggestions for our site, please contact Development Services at (727) 562.4567 or R:mai.1 PA !gity of Clearwater HOme Page Review City of Clearwater Web Site Legal Disclaimers Version., 3.5.1.20051221.03 ORIGINAL RECEIVED 14OV 0 2 2006 PLANNING DEPARTMEN! CITY OF CLEARWATP http://epermit.imyclea,rwater.com/tm binhmw cmd.pl?tmw_cmd=svcBCPreview&shl ca.__ 10/30/2006 r OM OX NO. :7275624865 C I T Y OF Ja#5 2006 08:32AM P1 SrC C L E A R W A T E R P1.AN.N.1.NG DEPARTMENT POST OFFICE 130.x. 4:74£3, CLEARWATER, FLORIDA 337.56-47413 MI INICIPAT. Srav?C1 4 Bf iiu)1'NG, 100 Si H Il i MYI('I'I.r: AVI•:NUJ,., 0 iARWAiTR, FLORIDA 33750 'I UTY1111C)NI2 (727) 562-4567 FAx (727) 562-41865 LONG RANGE PLANNING ?)1{VICI.f)I'MI?N'I' JZI?VIf:W January 25, 2006 Mr. Sean.P. Cashen, P.E. Gulf Coast Consulting, Inc. 13825 TOOT Boulevard, Suite 605 Clearwater, Florida 33760 RE: Development Order regarding case FLS2005-08066/PLT2005-00023 at 2695 2nd Avenue South (Lake Chautauqua II) Mr. Cashen: This letter constitutes a Development Order pursuant to Section 4-202.E of, the Community Development Code. On September 29, 2005, the Development Review Committee (DR,C) reviewed your application for Preliminary Plat and Flexible Standard Development for subdivision of ten new single family residences and includes: reduction in lot size from 20,000 square feet for each lot, reduction in lot width fron,'1,00 feet for each lot, side setback reduction ,from 15 feet to ten feet Ibr each lot, deviation from the requirement that all lots exist or be corner lots, and deviation from the requirement to allow the dwelling units as well as the accessory structures in the side setbacks, as a Residential, In.fill Project, per Section 2-103.B. The DRC: recommended approval of the application with the following bases and conditions: Bases for Approval„ 1. The proposal complies with. the Flexible Standard Development criteria as a Residential lnfLll Project pcr Section 2-103.B. 2. The proposal is in compliance with other standards in the Code, including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area. Conditions of Approval: 1. That any future changes to the approved site plan or preliminary plat be reviewed and approved by the Planning Staff; 2. That evidence of filing of a final plat with. Pinellas County be submitted to Staff prior to the issuance of any building permits; 3. That all proposed utilities (from the right-of-way to the proposed building) be placed underground; ORIGINAL RECEIVED FRANK ITIRRARD, MAN-011 BIII JONSC)N, VICE-MAY(IR JOI IN T)ORAN, (700 INCII.MRM IT;'R JIUN'I HAM11:1'0N. C OUNCIIMIiM UN (.:A1V.HN A. 1'M'mi\1j.N, (;r.?L1N<:IIMI'MIlI:It "t:QUAL 1:A1ITOYMEN'I• AND AITIRMA'I'IVIi A<;1'1(i\ f•.MI'1.(,11'Jljl" O CT 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 FROM OX NO. :7275624865 1*25 2006 08:33AM P2 January 25, 2006 FLS2005-08066/1>1,T2005-00023 Page 2 4. That a copy of an approved SW1~WMD permit for the proposed project be provided prior to issuance of a building permit; 5. That a revised Dewatering, Erosion Control and.Excavation Plan include only double row staked hale bales and staked silt screen be provided prior to issuance of the first building permit. No re-grading or placement of mulch and/or rip-rap is pern i.tted in. Upland buffer zone or wetland, area. 6. That Open Space and Recreation Impact Fees be paid prior to the issuance of any permits 7. That Transportation Impact Fees be paid prior to the issuance of the first Certificate of Occupancy; and 8. That all signage meet the requirements of Code and be architecturally-integrated with the design of the'buildin.g with regard to proportion, color, material and finish as approved by Staff prior to the issuance of any sign permits. I concur with the findings of the Development Review Committee and, through this letter, approve your, application for Flexible Standard Development with the above conditions. The approval is based on and must adhere to application and building elevations dated received August 25, 2005, the survey and tree preservation plans dated received November 11, 2005, and the revised. plans and preliminary plat dated received January 18, 2006. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (February 25, 2007). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact flees that may be required. in order to facil..itate 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 John Schodder, Planner I, at 727-562- 4547. Sincerely yours, Michael , ... .R.. Planning Director ORIGINAL RECEIVED OCT 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATEk SAPlanning Dci)Ertmcnt\C D B\Tlex Standard (PLS)Unactive or Finished Cases\2nd Ave S 2695 Lake Chautattgua [L (.,DR) NSTL52005- 08066 PLT2005-00023 Develupinant Order.dor, • LAKE CHAUTAUQUA 0 II SUBDIVISION LEGAL DESCRIPTION LOT 1 THROUGH 16, INCLUSIVE, BLOCK 37, TOGETHER WITH THAT PORTION OF VACATED LAKE SHORE DRIVE, UNIT NO. 1, SECTION A, CHAUTAUQUA, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 52, PUBLIC RECORD OF PINELLAS COUNTY, FLORIDA. AND THAT UNPLATTED LAND IN SECTION 32, TOWNSHIP 28 SOUTH, RANGE 16 EAST, WHICH IS BOUNDED ON THE NORTH BY SOUTH BOUNDARY OF LOT 17, BLOCK 37 EXTENDED EAST, ON THE WEST BY THE EAST RIGHT OF WAY LINE OF LAKE SHORE DRIVE, ON THE SOUTH BY THE CENTERLINE OF 3RD AVENUE SOUTH EXTENDED EAST, ALL OF SECTION A, UNIT 1, CHAUTAUQUA SUBDIVISION, AS RECORDED IN PLAT BOOK 9, PAGE 146, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AND ON THE EAST BY THE WATERS OF LAKE CHAUTAUQUA. AND A TRACT OF LAND LYING WITHIN SECTION 32, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA AND BEING LOTS 17 THROUGH 32, BLOCK 37 OF THE PLAT OF UNIT NO. 1 - SEC. A CHAUTAUQUA "ON THE LAKE" AS RECORDED IN PLAT BOOK 9, ON PAGE 52 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA ALONG WITH THAT CERTAIN PROPERTY DESCRIBED AND CONVEYED IN O.R. BOOK 7854 ON PAGE 1817 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWEST CORNER OF LOT 32 OF SAID BLOCK 37; THENCE N 00 DEGREES 00'23"E ALONG THE EAST RIGHT -OF-WAY LINE OF MAIN STREET, FOR 102.49 FEET; THENCE S 89 DEGREES 40'51"E, ALONG THE SOUTH RIGHT-OF-WAY LINE OF SECOND AVENUE SOUTH, FOR 184.75 FEET TO THE NORTHEAST CORNER OF LOT 29 OF SAID BLOCK 37; THENCE, LEAVING SAID RIGHT-OF-WAY LINE, N 00 DEGREES 00'23"E, FOR 30.58 FEET TO THE CENTERLINE OF SECOND AVENUE SOUTH; THENCE S 89 DEGREES 40'51"E, ALONG THE CENTERLINE OF SECOND AVENUE SOUTH, AS SHOWN SAID PLAT, FOR 688.95 FEET TO ITS INTERSECTION WITH THE WATER'S EDGE OF LAKE CHAUTAUQUA; THENCE SOUTHERLY, APPROXIMATELY 137 FEET, ALONG SAID WATER'S EDGE, (THE FOLLOWING FOUR (4) COURSES BEING USED FOR CLOSURE PURPOSES); (1) THENCE S 18 DEGREES 28' 00"W, FOR 44.42 FEET; (2) THENCE S 01 DEGREES 26'42"W, FOR 50.00 FEET; (3) THENCE S 20 DEGREES 21'23"E, FOR 21.54 FEET; (4) THENCE S 12 DEGREES 45'17"W, FOR 21.21 FEET TO THE INTERSECTION OF LOT 17 OF SAID BLOCK 37; THENCE N 89 DEGREES 40'51"W, ALONG SAID EASTERLY EXTENSION, SAID SOUTH LINE OF LOT 17 AND THE SOUTH LINE OF LOTS 19 THROUGH 32 OF SAID BLOCK 37, FOR 861.19 FEET TO THE POINT OF BEGINNING, AND CONTAINING 2.50 ACRES, MORE OR LESS. ORIGINAL RECEIVED OCT 2 7 2006 PLANNING DEPARTmENT CITY OF CLEARW ATI K I E Gulf Coast Consulting, Inc. Land Development Consulting • Engineering • Planning • Transportation • Permitting ICOT Center 13825 ICOT Boulevard, Suite 605 Clearwater, FL 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 October 27, 2006 Mr. Neil Thompson, Development Review Manager City of Clearwater Planning Department 100 S. Myrtle Avenue, 2nd Floor Clearwater, FI 33756 Re: Lake Chautauqua II Site - Flexible Development Comprehensive Infill Application FLS2005-08066 Dear Mr. Thompson: Confirming my recent meeting with Mr. John Schodtler on this project, attached are the items necessary to process the above referenced Flexible Development Application (Comprehensive Infill) for the proposed walls and fencing. Enclosed please find: 1. Flexible Development Application (15 copies); 2. Legal Description (15 copies); 3. Horizontal Site Plan Sheet with Vicinity Map. (15 copies and one 8-1/2 inch x 11 inch reduction); 4. Copy of previously approved Development Order FLS2005-08066; 5. Review Fee check for $1, 205.00. The Affidavit to Authorize Agent, Landscape Plan, Boundary Survey, Building Elevations, Tree Inventory Report and Tree Preservation Plan were previously submitted and are on file as part of the previously approved FLS2005-08066. The Landscape Plans will not change as a result of this submittal. As part of this Flexible Development Application, the applicant, Rottlund Homes of Florida Inc. is proposing an 8' high masonry wall on the west side of the site adjacent to Chautauqua Avenue and a 6' high masonry column with open aluminum fencing on the south side of the site as shown. This Lake Chautauqua II development was previously approved per the Development Order FLS2005-08066. Please contact me if you have any questions. ORIGINAL RECEIVED Principal Encl cc: Mike Willenbacher, Rottlund Homes of Florida Inc. (w/encl) Randy Smith, Rottlund Homes of Florida Inc. (w/encl) Tim Feeks, Rottlund Homes of Florida Inc. (w/encl) Al Kesler, Kesler Design and Consulting, Inc. (w/encl) File 05-021 OCT 2 7 2006 PLANNING DEPARTIVlENT CITY OF CLEARWATE v 6 0 FLD2006-10056 2695 2ND AVE S LAKE CHAUTAUQUA II PLANNER F RECORD: NOT ENTERED ATLAS # 244A ZONING: LDR LAND USE: RS RECEIVED: 10/27/2006 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: vxc: /??/olo CDB: ORIGINAL RECEIVED OCT 2 7 2006 PLANNING DEPARTMENX CITY OF CLEARWATER CLW CoverSheet St°J 10/27/2006 •'I` Receipt #: 1200600000000011045 11:59:40AM r Date: 10/27/2006 Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2006-10056 04 Flexible Commercial 010-341262 1,205.00 1 Line Item Total: $1,205.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check ROTTLUND HOMES OF FL INC R)D 10853 In Person 1,205.00 Payment Total: $1,205 ORIGINAL RECEIVED OCT 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cReceipt.rpt Page 1 of 1 agoR LONG R NGE PIAI\NIXG Dr•,vHLOPMENT Ri:vu=.w Mr. Sean Cashen Gulf Coast Consulting, Inc. 13825 ICOT Boulevard Suite 605 Clearwater, FL 33760 RE: Development Order - Case FLD2006-10056 2695 2nd Avenue South Dear Mr. Cashen: February 26, 2007 This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On February 20, 2007, the Community Development Board reviewed your request for Flexible Development approval to construct a subdivision perimeter wall in the Low Density Residential (LDR) District with an increase to the maximum wall height from three feet to eight feet along the front (west) boundary and an increase to the maximum wall height from three feet to six feet along the front (south) boundary, as a Residential Infill Redevelopment Project, pursuant to Section 2- 103.B. of the Community Development Code. The Community Development Board (CDB) APPROVED the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. That the 4.8 acre subdivision is located at the intersection of Chautauqua Avenue and Third Avenue South; 2. That the property is located within the Low Density Residential (LDR) District and Residential Suburban (RS) Future Land Use Plan category; 3. That on September 29, 2005, the Development Review Committee (DRC) approved with conditions Case Numbers FLS2005-08066 and PLT2005-00023, a proposal to plat ten residential lots and construct ten new-detached dwelling units; . 4. That the development proposal is consistent with the Wall and Fencing Code; 5. That the development proposal is consistent with the Landscaping Code; 6. That the development proposal will enhance other redevelopment efforts; and 7. 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 3-104 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Sections 2-103.B of the Community Development Code-, and 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3-913 of the Community Development Code. I'H.\xn IIHIM W1. \h) ()I,' CITY OF CLEARWATER PLANNING DEPARTMENT Pos'r Orrlcr: Box 4748, CLeARwATJT, Fi.mjDA 33755-4748 Mu`Nu;IPAI. SlTvicas I3tiu.Dl?G, 100 Soui'ii Mvlrrl.h AvI;NM::, GLAR% A'IFit, FLORIDA 33756 THLITIJONI: (727) 562-4567 FAX (727) 562-4865 1()I IN D(WAN, C()rNa1,M11 BI:k I Ic,?-r I h\iII 1()\, Om NLI. JON,ON, Crn \(.II.1.IF. IMdN ® (:nrl.r: ;\. I'rrl:r>e C(n :u n: n4I[I; Conditions of Approval: 1. That the final design and color be consistent with the conceptual elevations submitted; and 2. That the proposed landscape be installed prior to final inspection. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (February 20, 2008). All required certificates of occupancy shall be obtained within two years 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 Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.13 by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expired on March 6, 2007 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call A. Scott Kurleman, Planner H, at 727-562- 4567x2504. You can access zoning information for parcels within the City through our website: www.myclearwater.com/ og v/depts/plamiing. Sincerely, Michael Delk, A CP Planning Director S. (Planning DepartnsentlC D BIFLEX (FLD)iPending cases )Up for the next CDBI2nd Ave S 2695 Lake Chautauqua 11 Wall (LDR) 2.20.2007 CDB- SK12ndAve S 2695 Development Order.doc f CDB Meeting Date: February 20, 2007 Case Number: FLD2006-10056 Agenda Item: D3 Owner: Rottlund Homes of Florida, Inc Applicant: Rottlund Homes of Florida, Inc Address: 2695 2"d Avenue South CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development application to construct a subdivision perimeter wall in the Low Density Residential (LDR) District with an increase to the maximum wall height from three feet to eight feet along the front (west) boundary and an increase to the maximum wall height from three feet to six feet along the front (south) boundary, as a Residential Infill Redevelopment Project, pursuant to Section 2-103.B. 'of the Community Development Code. CURRENT ZONING: Low Density Residential (LDR) District CURRENT FUTURE LAND Residential Suburban (RS) Category USE CATEGORY: PROPERTY USE: EXISTING SURROUNDING ZONING AND USES: Current Use: Detached Dwelling Proposed Use: Detached Dwellings North: Low Density Residential (LDR) District South: Low Medium Density Residential (LMDR) District East: Preservation (P) West: Commercial (C) Detached Dwelling Off Street Parking Lot Lake Chautauqua Vehicle Sales ANALYSIS: Site Location and Existing Conditions: These approximately 4.8 acres are located at the intersection of Chautauqua Avenue and Third Avenue South. The site has approximately 204 feet of frontage on Chautauqua Avenue and 540 feet of frontage on Third Avenue South. The site was formerly developed with a detached dwelling. The existing site was previously developed with a four-foot tall chain link fence. On September 29, 2005, the Development Review Committee (DRC) approved with conditions Case Numbers FLS2005-08066 and PLT2005-00023, a proposal to plat ten residential lots and construct ten new-detached dwelling units. Building Permit #BCP2006-03 1 7 1 has been submitted to construct. site improvements. Detached dwellings to the north and south dominate the area around this site. Vehicle Sales establishments exist to the west of this site. Lake Chautauqua exists to the east of the site. Development Proposal: The development proposal consists of the construction of a subdivision perimeter wall with an increase to the maximum wall height from three feet to eight feet along the front (west) boundary and an increase Community Development Board - February 20, 2007 FLD2006-10056 -Page 1 M&Oow J IL to the maximum wall height from three feet to six feet along the front (south) boundary of the subdivision as an amenity to an approved 10-unit detached dwelling development. Pursuant to Section 3-804.A of the Community Development Code, Walls and fences located in front of a principal structure shall be permitted to a maximum height of 36 inches. As both proposed walls exceed this threshold (eight feet and six feet), the proposal is treated as a Residential Infill Redevelopment Project and is subject to the relevant review criteria. The development proposal consists of two components. The first component is the construction of a solid eight-foot tall subdivision wall along the front (west) boundary. This component has been designed to match the Lake Chautauqua I subdivision wall previously approved by the Development Review Committee on January 29, 2004, as a Residential Infill Redevelopment Project, under Case Number FLS2003-10054. The second component is the construction of a non-opaque six-foot tall subdivision wall along the front (south) boundary. This component has been designed to provide security to the properties fronting Third Avenue South while maintaining an open presence through the use of wrought iron and columns. COMPLIANCE WITH STANDARDS: A review of the standards for setback and height requirements for fences and walls was conducted and the following consistencies have been identified: Corner lots: The construction of the solid eight-foot tall subdivision wall along the front (west) boundary of Lot Number One, a corner lot, complies with the following standard: For the purposes of fence placement on corner lots, the front yard shall be the side of the property from which the property is addressed. The placement of any fence on this side of the property shall adhere to the front setback provisions. The other side of the property shall be considered a side yard. A fence may be erected in compliance with the side yard setback provisions provided the fence is consistent with the character and placement of any structures and setbacks on the adjoining properties, including the placement of the fence on the property line. The solid eight-foot tall subdivision wall proposal has been designed to match the previously approved Lake Chautauqua I subdivision wall. Design requirements: The placements of both subdivision walls are within required setback areas. The proposal orients both walls so that the side of the wall viewable from a street right-of-way or an adjoining property is the finished side. The design of the eight-foot tall subdivision wall provides a visual and acoustic barrier for the ten detached dwelling units from the service and body shop areas of the vehicle sales uses to the west. It also creates a form. and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. In addition it is in harmony with the scale and characteristic of adjacent properties and properties in the immediate vicinity. The design of the six-foot tall subdivision wall is not characteristic of a typical subdivision. The broken up pattern the driveways and sight visibility triangles create are not characteristic of a subdivision wall. The proposal is six foot tall for approximately 70 percent of the width of the property and 30 to 36 inches tall for the remainder, which are the driveway and sight visibility triangles. Due to lack of staff's support for the six-foot tall portion of the proposal, the applicant had chosen to remove this portion of the request and construct a fence/wall to minimum fence code standards but later decided to pursue it. Community Development Board - February 20, 2007 FLD2006-10056 - Rage 2 • • Landscaping: The placement of the subdivision wall is located within a required structural setback adjacent to a public right-of-way and provides a four-foot wide landscape strip where a minimum of three feet is required on the street side of the fence. Code Enforcement Analysis: There are no outstanding Code Enforcement issues associated with the subject property. COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per Section 2-1033. of the Community Development Code (Residential Infill Redevelopment Project): ............................................... 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. 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.) 3. The uses within the residential infill project are otherwise permitted in the City of Clearwater. 4. The uses or mix of use within the residential infill project are compatible with adjacent land uses. . ........... . 3. The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 4. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. X _ X Community'Development Board - February 20, 2007 FLD2006-10056 - Page 3 COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per Section 3-913 of the Community Development Code: Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X b coverage, density and-character-of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. b- Six foot tall wall at the south boundary SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of December 7, 2006, and deemed the development proposal to be sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact: 1. That the 4.8 acre subdivision is located at the intersection of Chautauqua Avenue and Third Avenue South; 2. That the property is located within the Low Density Residential (LDR) District and Residential Suburban (RS) Future Land Use Plan category; 3. That on September 29, 2005, the Development Review Committee (DRC) approved with conditions Case Numbers FLS2005-08066 and PLT2005-00023, a proposal to plat ten residential lots and construct ten new-detached dwelling units; 4. That the development proposal for the eight foot tall wall is consistent with the Wall and Fencing Code; 5. That the development proposal is consistent with the Landscaping Code; 6. That the six foot tall proposed wall on the south is not compatible with surrounding area and other subdivision walls; 7. That the development proposal will enhance other redevelopment efforts; and 8. 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 3-104 of the Community Development Code; Conununity Development Board - February 20, 2007 FLD2006-10056 - Page 4 • 0 2. That the development proposal is consistent with the Flexibility criteria as per Sections 2-103.B of the Community Development Code; and 3. That the development proposal regarding the eight foot tall wall is consistent with the General Standards for Level Two Approvals as per Section 3-913 of the Community Development Code. Conditions of Approval: 1. That the final design and color be consistent with the conceptual elevations submitted; and 2. That the proposed landscape be installed prior to final inspection. Based upon the preceding findings of fact and conclusions of law, the Planning Department recommends Approval of the request to construct a subdivision perimeter wall in the Low Density Residential (LDR) District with an increase to the maximum wall height from three feet to eight feet along the front (west) boundary, as a Residential Infill Project, pursuant to Section 2-103.B. Based upon the preceding findings of fact and conclusions of law, the Planning Department recommends Denial of the request to constructs a wall/fence in the Low Density Residential (LDR) District with an increase to the maximum wall/fence height from three feet to six feet along the front (south) boundary, as a Residential Infill Project, pursuant to Section 2-103.B. Prepared by Planning Department Staff. „ z6j?t • A. Scott Kurleman, Planner H ATTACHMENTS: ? Location Map ? Zoning Map ? Aerial Map ? Existing Surrounding Uses Map ? Future Land Use Map S: (Planning DepartmentlC D BIFLEX (FLD) (Pending casesIReviewed and Pendingl2nd Ave S2695 Lake Chautauqua 77 Wall (LDR) - JVSIFLD2 006-7 005 6 Staff Report.doc Community Development Board - February 20, 2007 FLD2006-10056 - Page 5 Resume A. Scott Kurleman 100 South Myrtle Avenue Clearwater, FL 33756 727-562-4567 x2504 scott.kurleman(amyclearwater.com PROFESSIONAL EXPERIENCE • Planner II City of Clearwater June 2005 to present Regulate growth and development of the City in accordance with land resource ordinances and regulations related to community development. Landscape plan review including: conceptual, variance, and conditional use. Reviews and analyzes site plans and conducts field studies to determine the integrity of development plans and their compatibility with surroundings. Interdepartmental and zoning assistance. Respond as a ,City representative to citizens, City officials, and businesses concerning ordinances and regulations. Make recommendations and presentations at staff level at various review committees, boards, and meetings. • Land Resource Specialist City of Clearwater June 1996 to June 2005 Coordinates with City Legal Department to initiate legal proceedings for non-compliance with City land resource regulations. Landscape re-inspection program. Plans and directs program to ensure that plant material installed per the approved landscape plan remains in a healthy growing condition in perpetuity and restores deficient landscaped with new plant material. Certificate of Occupancy Inspection.. Perform inspections with contractors, owners, and City departments to monitor the installation of required landscape material per an approved site plan. Process tree permits ensuring that regulations governing the removal criteria are followed. Provide technical tree evaluations for structural defects, hazards, proper pruning, and identification for trees on public and private properties. • Account Manager Cherry Lake Farms, IMG Enterprise, Inc. 1993 -1996 Groveland, FL Supervised and managed existing territory accounts, while handling a strategic marketing plan. Planned and directed in-field inspection program for landscape architects, municipalities and private corporations. Prepared technical training modules for corporate employees and customers regarding arboricultural techniques related to trees. • Licensed Marketing Representative Allstate Insurance Company 1991-1993 Clearwater, FL Field inspections of insured structures. Policy service and account maintenance. • Store Manager William Natorp company, Inc. 1983-1991 Cincinnati, OH Managed a team of 20 sales people and sales associates in a landscape center. Responsible for teams of employees including but not limited to payroll, budgeting, sales, store and equipment maintenance, workplace safety, and advertising. Managed outdoor staff, merchandised and cared for all outdoor products. Responsible for all indoor staff and horticultural products. EDUCATION MBA- Masters of Business Administration, ST. LEO UNIVERSITY, ST. LEO, FLORIDA. Currently pursuing. BA in Business Administration, ST. LEO UNIVERSITY, ST. LEO, FLORIDA. Graduated July, 2002 Cum Laude. Major: Management AA in Business Administration, ST. PETERSBURG COLLEGE, FLORIDA. Graduated 1998. Major: Management. AS in Ornamental Horticulture, OHIO STATE UNIVERSITY, WOOSTER, Graduated 1984 Cum Laude. Major: Horticulture Technology with emphasis in Arboriculture. ISA, International Society of Arboriculture, Certified Arborist, FL-0414. 0 '.- t 11.00 am Case Number: FLD2006-10056 -- 2695 2ND AVE S Owner(s): Rottlund Homes Of Fl Inc 2637 Mccormick Dr Clearwater, FI 33759 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No email Representative: Sean P. Cashen - Gulf Coast Consulting 13825 lcot Blvd Clearwater, Fl 33760 TELEPHONE: 727-524-1818, FAX: 727-524-6090, E-MAIL: scashen@gulfcoastconsultinginc.com Location: Aproximately 4.8 acres located at the intersection of Chautauqua Avenue and Third Avenue South. Atlas Page: 244A Zoning District: LDR, Low Density Residential Request: Flexible Development application to construct a subdivision perimeter wall in the Low Density Residential (LDR) District with an increase to the maximum wall height from three feet to eight feet along the front (west) boundary and an increase to the maximum wall height from three feet to six feet along the front (south) boundary of the subdivision, as a Residential Infill Project, pursuant to Section 2-103.B. Proposed Use: Detached dwelling Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: John Schodtler, Planner II Attendees Included: The DRC reviewed this application with the following comments: General Engineering: 1 , No issues. Environmental: 1 , No Issues Fire: 1 . No Issues Harbor Master: No Comments Legal: No Comments 121 lq-10(o C i Land Resources: 1 . Show to be removed the 12 Sand Pine at the NW corner. This will allow the wall and side walk to be straightened. Revise prior to building permit. Landscaping: No Comments Parks and Recreation: I No issues - walls and fencing around subdivision. Stormwater: I . No Issues. Solid Waste: No Comments Traffic Engineering: I . Relocate fence and columns out of the site visibility triangles per Section 3-904 A of the Community Development Code. The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, December 7, 2006 - Page 26 Planning: 1 . Provide more indepth reasoning as to how the proposed walls minimize adverse effects on the adjacent properties. Examples: could be the architecture/design of the walls, or the use of landscaping. 2. Has the 2nd Avenue South R.O.W. been vacated. How does this impact the placement of the wall into this area? 3. Pursuant to Section 4-202.A, Provide the proposed setbacks for all the various wall setbacks (measured from the property lines); 4. Provide evidence that the wall constructed along Chautauqua Avenue was constructed to a maximum height of eight feet. 5 . Clarify. What is Section "A - Column Cross Section" representing? This section does not look like either of the elevations. 6. The wall cross sections appear to be dimensioned incorrectly. Section "C" is taller than the Elevation "D" by four inches. Revise one or the other. 7. The Planning Department is not supportive of the proposed six foot tall wall along Third Avenue South. The means to which the fence is broken up by the driveways creates a pattern that is not characteristic of a subdivision fence or wall, which we have supported in the past. Staff is comfortable with the existing approval for minimum standard fencing at a maximum height of three feet. Other: No Comments Notes: Development Review Agenda - Thursday, December 7, 2006 - Page 27 `Clearwater U November 02, 2006 *CITY OF CLEAKWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM Sean P. Cashen - Gulf Coast Consulting 13825 Icot Blvd Suite 605 Clearwater, F133760 VIA FAX: 727-524-6090 RE: FLD2006-10056 -- 2695 2ND AVE S -- Letter of Completeness Dear Sean P. Cashen - Gulf Coast Consulting : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2006-10056. 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 December 07, 2006, 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 727-562-4547 or John. Schodtler@myclearwater.com. Sincerely yours, Qp???? L4.1 John Schodtler Planner II Letter of Completeness - FLD2006-10056 - 2695 2ND AVE S Schodtler, John From: Schodtler, John Sent: Monday, October 30, 2006 9:14 AM To: 'scashen@gulfcoastconsultinginc.com' Subject: Lake Chautauqua II Importance: High Sean, Due to the fence/wall being a separate application, simply stating "on file as part of previously approved Lake Chautauqua II Subdivision (FLS2005-08066)" is not acceptable. I will need several items to be address to make the application complete. The time frame for completeness is very short this month so I'm faxing and sending this email with the comments (see attached). John Schodtler letter of incompleteness. pdf LL `F a CITY OF C`LEARWATER >. arw PLANNING DEPARTMENT ° ater MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYC LEARWATER. C OM October 30, 2006 Sean P. Cashen - Gulf Coast Consulting VIA FAX: 727-524-6090 13825 Icot Blvd Suite 605 Clearwater, F133760 RE: FLD2006-10056 -- 2695 2ND AVE S -- Letter of Incompleteness Dear Sean P. Cashen - Gulf Coast Consulting : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2006-10056. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. You have requested an eight foot tall wall along the western boundary of the subdivision. Provide 15 copies of the wall elevation. Include dimensions and material notes, as you have on the six foot tall wall. 2. Pursuant to Section 4-202.A, Provide one signed and sealed survey and an additional 14 copies 3. Pursuant to Section 4-202.A, Provide a tree survey (including existing and proposed 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; 4. This comment is not a completeness issue, but you may want to address it now versus after DRC. -- Pursuant to Section 4-202.A, Provide all required sight triangles (at the corner of G/Ahautaqua and Third Avenue, at all the driveways, and where Third Avenue turns to head north into the cul de sac). 5. Pursuant to Section 3-804.A.3, Provide a Landscape plan showing how the proposed wall will meet the required three foot landscape requirement. (Any fence or wall that exceeds three feet in height and is located within any required structural setback adjacent to a public right-of-way shall provide a three feet wide landscaped strip on the street side of the fence.) 6. Provide the required acknowledgement (initials) for the Traffic Impact Study. See page seven of the Application. 7. Provide the required acknowledgement (initials) for the Fire Flow Calculation / Water Study. See page seven of the Application. 8. Complete the Affidavit to Authorize Agent, page eight of the application. 9. This comment is not a completeness issue, but you may want to address it now versus after DRC. -- Pursuant to Section 4-202.A, Provide the proposed setbacks for all the various wall setbacks (measured from the property lines); 10. Unless noted otherwise, resubmit 15 copies of each one of the above comments. Letter of Incompleteness - FLD2006-10056 - 2695 2ND AVE S oCITY OF CLEARWATER ..,Clearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM October 30, 2006 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 Thursday, November 2, 2006 (12:00 noon). If you have any questions, please do not hesitate to contact me at 727-562-4547 or John. Schodtler@myclearwater.com. Sincerely yours, John Schodder Planner II Letter of'lncompleteness - FLD2006-10056 - 2695 2ND AVE S Oct. 30 2006 10:16AN YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95246090 'Oct.30 10:15AM 00'57 SND 02 OK TO TURN OFF REPORT, PRESS 'MBJU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329). Pa rcel uenumas Physical Physical Physical Physical Owner Zip Physical Physical Parcel Zip Location Location Location Location I Rec Owner Name 1 Name Owner Address City State Country Code Location Location ID 2 Code 4 Number Unit Street Street Street Street A Direction Name Type Suffix 32-28- 16- 1 00000- ROTTLUND HOMES OF FL INC 2637 MCCORMICK DR CLEARWATER FL 33759 3404 2695 2ND AVE S 310- ` 0400 32-28- is- 2 00000- ROTTLUND HOMES OF FL INC 2637 MCCORMICK DR CLEAFWATER FL 33759 0 310- 0500 32-28- 16- 3 14922- P,OTTLUND HOMES OF FL INC 2637 MCCORMICK DR CLEARWATER FL 33759 0 037- 0010 32-28- 16- 4 14922- ROTTLUND HOMES OF FL INC 2637 MCCQRMICK DR CLEARWATER FL 33759 0 037- 0080 Zoom to these records Export Records To Excel , ;A5tart , c Q >' oca"nd"r - I11 rosoft... Jobs. ,_)rline Listings Tidgm rkAdvank gc,. ?Cle5r.:,arer e?-onr Queryj5election: -?- ?'T 10;46 AM --- ;,? • • 45 N 2281 22854 42 41 40 39 C N 224' 22 0 tt?? 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Rottlund Homes of Florida, Inc Case: FLD2006-10056 Sites: 2695 21,d Avenue South Property 4.8 Size Acres : Atlas 244A Page: PINS: 32-28-16-00000-310-0400 32-28-16-00000-310-0500 32-28-16-14922-037-0010 32-28-16-14922-037-0080 S:\Planning Department\C D B\FLEX (FLD)\Pending cases\Up for the next DRC\2nd Ave S 2695 Lake Chautauqua II Wall (LDR) - JVS 120706\Maps\existing.doc • • • M 49 01010 law, 7 r -J y k Z: AIL q .r. 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Rottlund Homes of Florida, Inc Case: FLD2006-10056 Sites: 2695 2nd Avenue South Property 4.8 Size Acres : Atlas 244A Page: PINS: 32-28-16-00000-310-0400 32-28-16-00000-310-0500 32-28-16-14922-037-0010 32-28-16-14922-037-0080 S:\Planning Department\C D B\FLEX (FLD) \Pending cases\Up for the next DRC\2nd Ave S 2695 Lake Chautauqua it Wall (LDR) - JVS 120706\Maps\aeriol.doc s • FLD2006-10056 2695 2nd Avenue South 11/3/2006 Property to the north Lake Chautauqua subdivision Lake Chautauqua subdivision wall directly to the north of subject property. Property to the south. Dimmitt Cadillac parking lot. • 0 N ? ~ Property to the south. Dimmitt Cadillac parking lot. Six foot tall fence is screening adjacent properties and providing security to the automobiles parked within. Property to the west. Vehicle Sales and Service Storage tank facing the subject property. Property to the west. Vehicle Sales and Service Car parts facing the subject property. Property to the west. 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PG. 2 iwn I 76 al 25 24 23 22 21 20 T9 --j--- PIXMI7IT CADILIAC 'VEHICLE STORAGE -- j 1?1 I I I ' 17 1--- EXPANSION AREA (DCP 2005-06196) 4r 1 • ••'_• 1 PFAW06M W M3H FENCE WTI elaff TRANC LEA%A6 (7YP) 0 20' b' W' ^ SCALE® .g , (Rwa) .b b ? p e r, PI.e o .Nn?o AN?RLBB o~ /? r, WALL?WOBe.? ?N D, W..B w Ae eR?wAD?N 2?0 ALL WALLSIFENCES TO BE PERMITTED SEPARATELY THROUGH BUILDING DEPARTMENT ea?c, rc•r. a--Tarr xn^Tn? ,z/,z m REN?o PER orc OF --AR:R eouL¢NTS e•e GuIfCowt Consulting, Inc. y R,. P.,,ovAm s o ) aEUSEB wAU. mKE = TOR Aoom oETAA. we F ?Q ,b, ,,Lm aR ROTTLUND HOMES OF FLORIDA INC. LAKE CHAUTAUQUA II A O v ReaER RER ntt w L?EARwATER LOIIwENTS 7 u, 2637 WCORMICK DRIVE s s Ts REWBED PEA Ptt Di CLFMwATER [ORIENTS z ++/z+/os REwsco vER sxnwo couRw,s we CLEARWATER, FLORIDA 33759 HORIZONTAL CONTROL / LOT DIMENSION PLAN m . ,o a REVrsEB RER att of OEARwATER LoNNENTS wa T",..',nn,:<ewo PHONE: (727) 669-2449 FAX: (727) 669-0997 15 ORDINANCE NO. 7574-06 0,5-Ml AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, VACATING A PORTION OF THE SIXTY FOOT RIGHT-OF-WAY OF SECOND AVENUE SOUTH ADJACENT TO LOTS 1, 2, AND 3 OF CHAUTAUQUA LAKE ESTATES, AND LOTS 32, 31, 30 AND 29, BLOCK 37, UNIT NO. 1, SECTION A, CHAUTAUQUA ON THE LAKE AND A PORTION OF THE SIXTY FOOT RIGHT-OF-WAY OF THIRD AVENUE SOUTH ADJACENT TO LOTS 18, 19, AND A PORTION OF LOT 20, BLOCK 36 AND LOTS 14, 15, AND A PORTION OF LOT 13, BLOCK 37, UNIT NO. 1, SECTION A, CHAUTAUQUA ON THE LAKE SUBJECT TO A DRAINAGE AND UTILITY EASEMENT WHICH IS RETAINED OVER THE FULL WIDTH THEREOF; PROVIDING AN EFFECTIVE DATE. WHEREAS, Rottlund Homes of Florida, Inc. owner of real property located in the City of Clearwater, has requested that the City vacate the right-of-way depicted in Exhibit A attached hereto; and . WHEREAS, the City Council finds that said right-of-way is not necessary for municipal use.and it is deemed to be in the best interest of the City and the general public that the same be vacated; now, therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, FLORIDA: Section 1. The following: a portion of the 60 foot right-of-way of Second Avenue South adjacent to Lots 1,2 and 3 of Chautauqua Lake Estates, as recorded in Plat Book 128, Page 39 and Lots 32, 31, 30 and'29, Block 37 of Unit No. 1, Section A, Chautauqua on the Lake as recorded in Plat Book 9, Page 52, both recorded in the public records of Pinellas County, Florida, being more particularly described as follows: Commence at the southwest corner of Block 37, Unit No. 1, Section A Chautauqua on the .Lake, as recorded in Plat Book 9, Page 52 of the Public Records of Pinellas County, Florida; thence along the West line of said Block 37, N. 00" 02'23" W, 204.91 feet to the Northwest corner of said Block 37; thence N 00° 14' 35" W, 60.17 feet to the Southwest corner of Chautauqua Lake Estates, as recorded in Plat Book 128, Page 39 of the Public Records of Pinellas County, Florida; thence S89° 37'42" E, along the southerly boundary of said Chautauqua Lake Estates, 185.00 feet; thence leaving said Southerly boundary, S 00° 00' 04" E, 29.29 feet; thence N 00" 44' 34" W, 30.57 feet to a point on the North boundary of said Unit No 1, Section A, Chautauqua on the Lake; thence S 89° 43'32" W, along said North boundary, 185.14 feet to the Point of Beginning, and RETURN TO: CITY CLERK 112 S. OSCEOLA AVE CLEARWATER, FL 33756 Ordinance No. 7574-06 Io oz:2 m yzz r- M 005 N 03 -, OC ?5 00'M ?wZ n ? A W ;M ?oNS P? ;0'0;5 O 41 z.. "'0 Cn M 5 6 NAM ? O t0 ch 0 D Vacate a portion of 60 foot right-of-way of Third Avenue South adjacent to Lots 18, 19 and a portion. of 20, Block 36 and Lots 14, 15 and a portion of Lot 13, Block 37 of Unit No. 1, Section A, Chautauqua on the Lake, as recorded in Plat Book 9, Page 52 of the. Public records of Pinellas County, Florida, being more particularly described as follows: Commence at the southwest corner of Block 37, Unit No. 1, Section A, Chautauqua on the Lake, as recorded in Plat Book 9, Page 52 of the Public Records of Pinellas County, Florida; thence S 89° 40' 52" E along the South boundary line of said Block 37, 595.70 feet; thence continue along the South boundary, S 89° 40'.51" E, 147.25 feet to the Southeast corner of said Block 37; thence S 01 ° 48' 19" W, 30.01 feet; thence S 03" 32' 47 E, 29.80 feet to the Northeast corner of Block 36 of said Unit No. 1, Section A, Chautauqua on the Lake; thence N 89° 40' 51" W, along the North boundary of said Block 36, 165.64 feet; thence leaving said North boundary, N 16° 20' 55" E, 62.14 feet to the Point of Beginning. is hereby vacated, closed and released, and the City of Clearwater releases all of its right, title and interest thereto, except that the City of Clearwater hereby retains a drainage and utility easement over the described property for the installation and maintenance of any and all public utilities thereon. Section 2. The City Clerk shall record this ordinance in the public records of Pinellas County, Florida, following adoption. Section 3. This ordinance shad take effect immediately upon adoption. PASSED ON FIRST READING PASSED ON SECOND AND FINAL READING;AND ADOPTED i?Crqby cartif0hat this is a true and COttetl2 copy _of•fhe original a.; it appears in'tht-files of the-City of Clearwater. Wirnes¢ my h9nd•and official seal of the.cit pf Clbfar''ter. ! T is htlay o 20 o f, Deputy On, rferk Appte4ed as" i,f rrrj? .; BryaryD. Ruff Assistant City Attorney December 15, 2005 January 19, 2006 Fm ik V. Hibbard Mayor Att ?St: - Cyn h a E. Goudeau City rk Ordinance No. 7574-06 Y 1 V 9 2nd Ave. South Vacation Requested 60' 31-04 By Applicant ROW 1 2 3 r4Q fl 1- Qr v v B LJ. IT r 10 12 13 }q C 3 VAC .: S C 9- 2 60' VAC THIRD AVE S ROW 'I,7 I18 I it 32 31 30 29 28 7? tr• 'fr2: t't? • I'?f hm•i° ,; .i;? ? I' 1 ' gz• p ? :f • `_ .d. Fs; hp ' .. t,J? ?' B t.?. cr. '}} h:, ¢ 1 -. d kB. ..e- • ?' E?. , 'lkk,,41•'ut:?? Eti i? 've?fi.?l _Kr . ???.:?;-' ' ,?':? :7 rll•t.?'?b'1t •A' :,P?;r^:ai. .r?!".'?rTT<??[,,.m?.i.. K,1?r: i,'?u? ? i 1 i i i4}jt1 B?. ?':u?s it ??,?I•k:ti? h, ?,M., . ; R(•?,iJ.?`;s ?i2,g? ?? 2?a???:`y. 'riy?11' I:'u jt?s . I 1 2 3 4 5 61 irNfl2'!: n1,' N[.i??. a?•it i'bi? 1 i`I?I'fi? !?4.?'i5E1:}'`.j Li;i?:?3 I ;•u%i!'tY, =-pj q.4''1 ?Y{' .j"2:.'c:`:;?3,?', 1..'. .VAC. ' q ??. S• ftB .?? ; t ?rlU t`r' > t? FSk.'F`''y'?>' yiL''...':. •.. i?.'. VAC I ' .BI #iFy&?.;;a?? ?;?v: +5.%iv?i.:?in xtF ?,??•.u"'.LYiO?,M'.:F?•'.:, ,pry •80 ??r•+t tit', ,?.[?t J ?,7 VAC r:E, ?r i-c4+ . W*'A' •`'R•?:FI o+:,??'.'a.i'fi:nr:SF,.?V<F:II, ?;`?r'.:•• I 32 2M 2Ti:;! 1 .? 24 I.. 'EC 14 4 ..8. P. rP >' i Z 3 4 5 6' 7 B 9 1p.,' :.ti ,i• L Ile I °I •4 r??+ ?t r I ^jy??I? :Fi?1}?'. Y?.?.ne 5}i{?[•'''-7?."'': i. I ?;?> ; `? ? n??•:??I:i. . F)?tie ?^ai; i jt::l .: '::r.. . U. 0_ ' N City of Clearwater Public Works Administration / Engineering a }} IV E 1- :: : • . o part of t a street r.o.w. of 2n ve out lying on the south property line acat U 6 oUota 1J, Wk. 38 Unit 1, Section "A", Chautauqua on the Lake, end part of the street r.o.w. of 3rd, Avenue South lying on the south property line. of Lots 13, 14. and 15 Sl1r.37, Unit 1, -Section .'!A!, Ordinance 7574-06 Drawn By: S. K. Reviewed By: S. D. scale: 1'F = 200 ft DWG. NO VAC 2005-21 Grid # 244A S - T - R 03-28s-16e Date: 11/14/05 "I ? I I I 1 , g I I I I ,RJ I I ! 8:1 I I , I I - I I I I I ? I I 1 I I I I I I I I I 1 1 I I I I? I .I 2 I 3 N00'44'34"Al 4 I I os / as I 6 5 7 B . er 1' 3 ?? i ~ 5 ?i 6 ?o 7 3 I I h '. I l I > woE wan • m. n P e« ? .a m? ? : " OT . 0. I I I I i es i - i t 1 I I © . a ? l ? z ass? I t o I Iz I L I, ? ; ? ?'' ; ss I I 1 I ? __ ?__ _ 25 iSEra __ L _ _ SniFEr -- -- ' ----- Tbl>d Ax p e 9enN (Pobllc??rOpoeedFIc u.T (Tm) I Existing Paved RoOtl \ aosswux I I Third Avenue South ? scRs L ; as vc -I - - T - - T UNkT No. l SRCTIONI • L 1 ti =_'f Z. _ J - _ - Z ( O CHAUTAUQUA ON THE ePwn?v?l I lZ slptin 1. _ _ J I I STOP 9CNI 25 H. PC. 52 24 23 22 ?(a0'i(ws_ II __I111. --r-' OIM.II]7(7' CADILLAC ?EHICLE STORAGE -_ 1 II I I I I___ I EXPANSION AREA (RCP 2005-06196) / rt n. 9 a 17 1 ? W 3% J n,-J Q R \?m U yY ev?iioeo°) f a no' 40' eo' SCALE: 1' - VO' -LOCATION MAP to .,..S] f a .as° a/. snusaE nuASUU R0¢rs e .®e eeg1v n?. seT x cmaa,EU-auwn ff ? es?r a,r ® wnn A I ro - -n.?imRµ f sntm b s, (aam er - owes) Irm.I o m owail Se?OSiw (sr owasl r r•?_ 4 b szcrq,s nPo jra) aAa[ wnD RivtS ToaPasn a srE rn a.m?a Rs r .. mts?dE? r-o' c 1-11 orv leotm° a0e 0r LOm r-7f 5 n U E mb e;we.N:s A cos.uraw enoae Bee _ B a-...tire O MNK p c .s ALL WALLS/FENCES TO BE PERMITTED SEPARATELY THROUGH BUILDING DEPARTMENT Gulf Coast Consulting, Inc. ?aPP scew.nmE PROTTLUND HOMES OF FLORIDORMM L LAKE CHAUTAUQUA II °"m°'m°'r` s 4 .0 T . REwSID wALL. srRCC a «?las AaoEa oCTN1 REUgO a PEn err nEARw nn oauuarS. wa ° i sion , v s cR.., 2637 McCORMICK DRIVE „? RECE L T DIMENSION PLAN a as 5 p RENSE PER Orr of 0.EARwAIER C01oIEHT S. iO1:.rwwa aAe = ? CLEARWATER FLORIDA 33759 I YC ORIZONTAL CONTROL O la?s/m Z. RES°seo Prn err oP -- -Ts. e E inns:..sow PHONE: (727) 669-2449 FAX: (727) 669-0997 rw.maw® . 0 NOV o 2 2006 PLANNING DEPARTMENT CITY OF CLEARWATER n r • -T V4WI n r rn < o N ' i o < Lot . i 20,018 S.F. L88m - 17.8 SF. m U 1 2 n. N 77- i Third Avenue South NDTES: ,. •.e, n a .IIOL a .wO.rwomwo.. wo® R¢ wu aoc ao s ..? w?n.ea o?°Om° m ? o • ,4r?m enure Humear ooh uiurl?rmm? n S89'42'1 OE • s•• X11• IF •.r rf ? 0.45 AC. LOT - 19 672 17,674 717.6-76.F. 17,878 S. 4 s 111 -7 697.16' c a Q ?• • f d r • LOT 21,230 SF. r IF • '• LLJ Ir • . Ir J Q r ? Ir 7 © ? Y r• ?• 1- 1. li •r •f O • ? 9 • Q LOT - 20.756 S.F. ,r r >e •r J ? •r ••? •f Is Fr. dw f t m Q LOT ? o 20,356 SF, a '. • .r f = • r • ? • 8 1• ors s•?r r or U • • f LOT - 27.380 S.F. • • T .V Ir•1 ? - f - •. r• k• •. ?' If?n' 41• 51 -W a ? '• r •If r r e Ir • i r c,. • •r ? •r 163.65 N89-40-51 -W IIII B I LOT NO. AREA (SOFT) fam REONRED PROP'OSE00 PROPOSED• PROPOSED r EAST"G TREE STREETTREE SHADE TREE CHARACTER REMOVED TREE TREES' "9111G SAVED TREES EJM14TREES SUBTRACT REOUrtED TREES 1 20,018 8 6 1 1 4 6 2 -- 2 17.888 8 2 2 3 1 3 5 ? 3 17,872 8 2 2 1 1 12 4 4 17,874 8 1 0 4 3 9 .1 5 17,876 8 1 2 2 12 4 4 8 17,878 8 1 2 3 13 8 2 7 20,366 8 4 0 2 45 40 -V _ . 8 27.088 8 1 2 2 28 9 -1 ,. 9 18,827 8 1 2 3 15 2 8 10 18,979 8 1 1 3 38 9 -1 ilTTA1. I` WIPINESAND 80 IAEFS GFV 20 60 SA l3i 14 2WERE NOT 24 COlA4fED 160 100 -20 ® rr_ r•,? rrrmtrr wr ow V4 •r =0 ova ,IL?f ••f •r r r•-rrO, Yr a-. or r rMf M/ 81r rar w r r•r =M of 1 ? Y M •r E rr r ? / y y/ ? •// r !/4f M on /alb.", M r¦ m r roe •r Il ft •r r• ? mom or ow !4t w •r ??rA•?.rrr O rrlr•r r•ar•rr f M M ¦ r ?I dr r r?r -,..r =121= U. 4M r f ' ' M M •w rr?rr rr•rr M M 81r r•w,f•frrl,rrw rr ?r IF M w :r r 201=00001000 HOOT M 90C4Te , bw. (LP•1) LANDSCAPE PLAN ?« LAKE CHAUTAUGUA 1 N1e u? L_ PHASE 2 R01TLUND HOMER 13Nn. ? N4/ ?• SHEET 1 OF 2 SHEETS 1 a0V 0 2 2006 PLANNING DEPARTMENT CITY OF CLEARVeATER Y_ f Q a N N N m N N N w a U n 1 10 u°10ie, o, i•wrz?0°w !- 0.r wits ,10! lars? n D ? ? ,wnW J t-? uM srm r nao, urD, Nm T.C pr?W?pr w? y'rwKr W LN a•K >v A PALM TREE ?>« SCALE: N.T.S. r-r aup 3•f warml r-.• [KM srm . Ga SHRUB PLANTING DETAIL SCALE: N.T.S. B TREE STACKING DETAIL y? SCALE: N.T.S. D MULTI-STEM TREE PLANTING DETAIL Y? SCALE: N.T.S. ORIGINAL RECEIVED PLANNING DEPARTMENT CITY OF CLEARWATER LANDSCAPE NOTES AND SPSCIRCAMONS waa /CerY•ap! ,? •,O ,Ort,•ud.•,Ni6[rz. aDK Na KrA,•ap a.•.awKT mN, ro sfrsaor v fN, x fawsrrt ta,wcrp auu Nar Mart •rD nor rrofa ,wnDr v M manor um Nw, M aow n m r •eWw[nm ffmw[ a a[aNm w u us•fm nru NM x art aarD•Ks w[af oMws for v aortD. u sd .iwK ?s ,aM,a M •n. wanna• K wean sm x s.,dm sa wor.fa. ne, J•lrra Niran,f Nr „Ql waR OarOmWli VKa •,a ? 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A°9E9 11ETAn °A9 ° E..a Ernzmv,+n+„c??x 4 11e/v REWSm vER aTr a azA WArzR couuEnrs ?7 2637 McCORMICK DRNE a 113 a REWS2D oER nn o< O.EARwATER c11xWERn / CLEARWATER, FLORIDA 33759 HORIZONTAL CONTROL / LOT DIMENSION PLAN ' 'p zl/°' REWSED vzw 9WT,w® `°'°'°"' cAe uc (nWfxliola ® 1 /13/11f REVR£11 PER O1T Di CLEARWAIER COMMEXTS CAR •• S PHONE: (727) 669-2449 FAX: (727) 669-0997 ANDERSON, MIKE MOORE 2695 2ND AVE S CLEARWATER FL 33759 - 1004 DIMMITT, RICHARD R 25191 US HIGHWAY 19 N CLEARWATER FL 33763 - 2102 LA SALLE REALTY LLC 25191 US HIGHWAY 19 N CLEARWATER FL 33763 - 2102 F 006-10056:15 t`v CHAUTAUQUA LAKE ESTATES HOMEOW 1525 W HILLSBOROUGH AVE TAMPA FL 33603 - 1207 FIRST TAMPA CHAUTAUQUA LAKE LL 1525 W HILLSBOROUGH AVE TAMPA FL 33603 - 1207 PINELLAS COUNTY 315 COURT ST CLEARWATER FL 33756 - 5165 Clearwater Neighborhoods Coalition Sondra Kerr, President P.O. Box 8204 Clearwater, FL 33758 L H D PROPERTIES LTD 25485 US HIGHWAY 19 N CLEARWATER FL 33763 - 2161 QUISENBERRY, JAMES F JR THE SULTENFUSS, LINDA Q THE 4509 ROSEMERE RD TAMPA FL 33609 - 4209 QUISENBERRY, MARGANIE THE RICHARDSON, ROBERT W Sean P. Cashen QUISENBERRY, J F JR THE PO BOX 6343 Gulf Coast Consulting, Inc. 4509 ROSEMERE RD 13825 ICOT Boulevard, Suite 605 TAMPA FL 83609 - 4209 CLEARWATER FL 33758 - 6343 Clearwater, FL 33760 CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, January 16, 2007, beginning at 1:00 p.m., in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Ave, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. (Cont'd from 12-19-06) New Horizons Properties, LLC and Affordable Dental, LLC (Mako Condominiums) are requesting Flexible Development approval to permit 11 attached dwellings within the Medium High Density Residential (MHDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) with an increase to height from 30 ft to 46.2 ft (roof deck) with an additional 10.3 ft for a mechanical equipment enclosure, a reduction to the front (south) setback from 25 ft to 15.3 ft (to building) and zero ft (to pavement), a reduction to the rear (north) setback from 15 ft to zero feet (to pavement), a reduction to the side (east) setback from 10 ft to 5 ft (to building/pavement), and a reduction to the side (west) setback from 10 ft to 5 ft (to pavement) as a Residential Infill Project under the provisions of Sec. 2-404.F of the Community Development Code; and a reduction to the perimeter landscape buffer widths along the east and west sides of the property from 10 ft to 5 ft as part of a Comprehensive Landscape Plan under the provisions of Sec. 3-1202.G of the Community Development Code. (Proposed Use: Attached Dwellings [11 units]) at 240-250 Skiff Pt., Island Estates of Clearwater Unit 5-A, Lots 40 & 41. Assigned Planner: Robert G. Tefft, Planner III. FLD2006-07045 2. City of Clearwater and Florida Power are requesting to amend conditions of approval to revise the completion dates for the upgrading of existing paved and unpaved parking lots for Bright House Networks Field required under Case Numbers FLD2002-07021A and FLD2004- 07055 (approved by the Community Development Board on April 15, 2003, and October 19, 2004, respectively). (Proposed Use: Bright House Networks Field and Joe DiMaggio Complex.) at 601 Old Coachman Rd and 2450 Drew St, Sec. 07/29/16, M & Bs 41.01, 41.02 & 43.01 Assigned Planner: Wayne M. Wells, AICP, Planner lII. FLD2002-07021B/FLD2004-07055A 3. Tropicana Resort Land Trust and Flamingo Bay Condo Developers LLC are requesting Flexible Development approval to permit a commercial dock in conjunction with existing hotels/motels at 300, 316 and 326 Hamden Dr. for 20 slips totaling 2,734 sq ft, under the provisions of Sec.3-601.C.3. (Proposed Use: Commercial dock) at 300, 316 & 326 Hamden Dr,.. Columbia Sub No 3 Lots 1 & IA & RIP RTS and Blk A, Lot 3 of Columbia Sub Replat, Lots 2 & 2A, 3 & 3A Lots 4 & 4A & RIP RTS. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2006-10054 4. Marv G Realty, Inc (Gionis by the Sea) is requesting a Flexible Development approval to permit a mixed use (9 attached dwellings and 4,350 sq ft of retail floor area) in the Tourist District with a reduction to the front (east along Mandalay Ave) setback from 15 ft to zero feet (to building), reductions to the front (north along Baymont St) from 15 ft to 13 ft (to building) and from 15 ft to zero ft (to trash staging area), a reduction to the side (west) setback from 10 ft to 5.5 ft (to pavement), a reduction to the side (south) setback from 10 ft to 6 ft (to sidewalk), an increase to building height from 35 ft to 80.17 ft (to midpoint of pitched roof), a reduction to required parking from 40 spaces (22 spaces for retail sales; 18 spaces for attached dwellings) to 19 spaces and a deviation to allow the building within a sight visibility triangle, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2-803.C, and to eliminate the required foundation landscaping along Mandalay Ave and Baymont St, as a Comprehensive Landscape Program, under the provisions of Sec. 3-1202.G. (Proposed Use: Mixed Use [9 attached dwellings and 4,350 sq ft of retail floor area]) at 490 Mandalay Ave, Clearwater Beach Park, Lots 57-63 & part of lot 64. Assigned Planner: Wayne M. Wells, AICP, Planner III.. FLD2006-10057 5. United Dominion Realty Trust (Bay Cove) are requesting Flexible Development approval to redevelop an existing attached. dwelling complex in the Medium High Density Residential District with a reduction from 2 parking spaces to 1.92 parking spaces (an increase from the existing 1.90 parking space), a reduction to the waterfront (east) setback from 25 ft to 8 feet (to stairwell/entryway), a reduction to the waterfront (east) setback from 15 ft to 2 feet (to sidewalk), a reduction to the side (north & south) setbacks from 10 ft to 5 feet (to existing parking/drive aisles), an increase in fence height from 3 ft to 6 ft, as a Residential Infill Project, per Sec. 2- 404.F. Also included is a reduction to an existing perimeter landscape buffer along the side (north and south) setbacks from 10 ft to 5 ft as a Comprehensive Landscape Program, per Sec 3- 1202.G. (Proposed Use: Attached Dwellings) at 19135 US Highway 19 N, Sec 20/29/16, M & B 23.04. Assigned Planner: John Schodtler, Planner II. FLD2006-09052 6. Rottlund Homes of Florida, Inc. is requesting Flexible Development application to construct a subdivision perimeter wall in the Low Density Residential (LDR) District with an increase to the maximum wall ht from 3 ft to 8 ft along the front (west) boundary and an increase to the maximum wall ht from 3 ft to 6 ft along the front (south) boundary of the subdivision, as a Residential Infill Project, pursuant to Sec. 2-103.B.. (Proposed Use: Detached Dwellings) at 26952 d Ave. S, Chautauqua, Sec A Unit 1, Blk 37, Lots 1-7, Lots 8-16 & Vac 80ft r/w lying E of Lots 15 & 16 & E of N ''/z, Sec 32/28/16, M & Bs 31.04 & 31.05. Assigned Planner: John Schodtler, Planner II. FLD2006-10056 7. Wisne Development, LLC. (Alan L. Wisne) are requesting Flexible Development approval to permit a 999 sq-ft multi-use dock with 6 slips for the residents of Palm Bluff Preserve subdivision, located in the Low Medium Density Residential District, with an increase to the maximum dock length from 139.9 ft to 187.2 ft, under the provisions of Sec. 3-601. (Proposed Use: Multi-use dock with 6 slips for 8 detached dwellings) at 1202 Sunset Dr., Palm Bluff Preserve Tract `B' Pool & Rec Area. Assigned Planner: John Schodtler, Planner II. FLD2006- 06038 8. Alice H & Ronald P Nisk, THE are requesting Flexible Development approval (1) to permit an automobile service station in the Commercial (C) District contiguous to a parcel of land zoned residential with a reduction to the front (south) setback from 25 ft to 1549 ft (to air/vacuum pad), reductions to the front (west) setback from 25 ft to 15 ft (to pavement), reductions to the side (north) setback from 10 ft to 6 ft (to sidewalk), and to permit off-street parking in the Office (O) District with outdoor lighting remaining on from dusk to dawn with a reduction to the front (west) setback from 25 feet to 18 feet as a Comprehensive Infill Redevelopment Program under the provisions of Sec. 2-704.C; (2) to permit nonresidential off-street parking in the Low Medium Density Residential (LMDR) District with outdoor lighting remaining on from dusk to dawn as Residential Infill Project, under the provisions of Sec. 2-204.E; (3) to permit a wall 6 ft high in the front setback in the Office (O) District as a Comprehensive Infill Redevelopment Project 0 . * under the provisions of Sec. 2-1004.B.and (4) to permit a wall 6 ft high in the front setback in the Low Medium Density Residential (LMDR) District as a Residential Infill Project under the provisions of Sec. 2-204.E. (Related to ANX2006-10039). (Proposed Use: Automobile Service Station) at 205 N Belcher Rd., Temple Terrace, I" Add Blk D, Lots 1 & 2, Lot 30 & part of Lot 29 & Sec 07/29/16, M&B 33.12. Assigned Planner: A. Scott Kurleman, Planner II. FLD2006- 10058 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4-206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross-examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB, shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562-4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Cynthia E. Goudeau, MMC Planning Director City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758-4748 NOTE: Applicant or representative must be present at the hearing. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562-4093 WITH THEIR REQUEST. To learn more about presenting to Clearwater boards and City Council, go to http://clearwater.granicus.comNiewPublisher.php?view id=11 and click on "Resident Engagement Video." You can also check the informational video out from any Clearwater public library. Ad: 01/04/07 o© 0 ' I 0 I I s~.7 I I ~~.4 I 92.0 sal,, I 90.9 91,3 \ 90.fi JJ U~~J I I I ~I 13i.J - _ I I o I I ~ I 91.E I I I ~ I ~~:~1 1 ~ ~ - 91.2 I : r ~ 64.3 LI•. I C> i 8 ~~'I o,. N 00 44 34 W aE 1 - 30.57' ~r ~:~.T 1 F a ~ 9C,4 ~ ° 11 90.5 i I ~ • I_xist, 6 lactic renc,~ I I ; T WIDE WALL : ~ I I 96,1 0 & LANDSCAPE I I EASEMENT ' II a 0 20' 40' 80' a S89 4210 E e. 'j 697.16' II I VACATED R.O.W. ~ Q . LXISt, ~ ~ IaStiC FefICG ~j ° ~ SCALE: 1" = 40' D v ' / I I - ; . N F 25' REAR. SETBACK > ;f, _ \ 10 SIDE SETBACK ~ .-r-.-_r_ ~ ' I I r r _ o . ~ _ \ \ O,R, 4380, PG. 2008 _ 2s.s' i~ a~F~~ c ~ ~ ~ S89 43 32 ~ - - _ I ~ ~ - - _ I / I I I I I I ~ ~ P°°`1o% ~ : N ~ ~ ~ L4CATICN MAP 1 l0 + + n I I f t I I t , r' / ~ 12°• i I I J.~I.~ , LOT = 21,230 S.F. t I ~ N EXISTING TREE I TO BE REMOVED i I , I ~ > „ ~ - ~ ' h"' 1, ` PROPOSED RESIDENCE J +~7 + 41' I 10 N, _ -~~~U~ (~~~IJ ~f~';Il~fi(~~ ~ ~ ti'~~~llEl',~ - t ~a ~ , . • I ~ ' c~ - _ 4 ~ I ! I - - , ~ ~ (TYP) ~ 4 k j I I_I ; I R6 5a+ ° WOODRIDGE + ~ ~ ~ I I ~ q ~ ~ ~ O I 1 ' I• T (SEE COLUMN I - I t. ~ I CROSS-SEC110N I , I I ~ A ` + + + + + r , I,I~cI 1 I IG~ I ` - i s > V ~ I . 4, \ 1~..,~~i' ~ ~ ONE-WAY ~ 1 a, ~ + ~i + ~P ~~t h , i I ~ ~ ~ ~ ~ W + 1' e 7 y - 11 I _ , ~ , ~ 1_ ~ _ ~1 f ~ I _ _ _ Yt r ;~~a -WAY ~ ~ ~ l"...~ TYP +~+++g~F~¢I ~ + ~ j 1~ IW' I i, ~o ~ \ t ` R60' STOP SIGN ° , I ~ ~ -r r ~ ~ ~ 'SIGN _ 10' SIDE SETBACK~ ~ ~'1.p~,+ W 5 I Q' I ~ ~ ;a ¢ . ~ PRIVACY HEDGE TO BE ~ / _ ~ ,P° ~ - + L. ~ I>j ~ 4 J PROPOSED 8' HIGH MASONRY O I ~ Q~ 5' ~ h MAINTAINED AT 6' HIGH Yt,, •5 I I I I E•- as ~ ~S WALL & CONCRETE COLUMNS ~ 25 Lora lava W ~ (TYP} ~d (SEE LANDSCAPE s , r,/// A,c + w ~ ~ PROJECT WITH SNCCO FlNISH I I ~ : I cn PLANS FOR SPECS. r ~ O ~ r,- 9 TYP ~ Lwa s ) (ALONG WEST SIDE OF SITE) I , ( } 50 ~ MAILBOX (SEE COLUMN CROSS- I~ I N 1 W ~""a ~ ~ uNa ~ i ~ ~`~:'~,~j SECTION "A" BELOW) ~ ~ ,T ~ LOT = ~ LOT - 55 UNAI I Pool ~ 1 ~ I ~ ' ~ LOCATION I~ I ;;I I Ul = ti Q (APPROX) 20 0 8 S.F. 17,668 5.F. W I " LOT 75 TYP I \ ~ IF' I 1 W ( °m o aT LOT = L 17,672 S,F. ° W ~ ; 4.1' Z °m 17 6 L = Z~ LOT = W ~ LOT = 20,756 S.F. +2 , f, ~ ~ ~ ~ ~ I~ I W - N~ , 74 S.F. Z I OT w °w I = W Wo z l uRa W v~ Wa Z 17 676 S,F. N~ 17,678 S.F. om ° \ +++1 ilI x; I Wa a ~m 4 a a ~ I I ~ ~o a o~ ° N= 6 ~z ~r • , I , a3 20'x20' SIGHT rc~ oo < 5 00 . NU ~ j u ~ V ' J a a a ~ I I . I > ';-'r'" 7 ~ I TRIANGLE (TYP) < SUDE GATES m PROPOSED 3' HIGH CONCRETE rcm ~ _ o`? ~a m j ~ 1/ a I ~ ~ v : ~ J OLD TAMPA BAY ' ! PROPOSED RESIDENCE ~ N + + + ? ~ 'J ~ ~ ~ z I o i ~ l~ 7 ~ ' 1 a r a r T WIDE WALL & (TYP OF LOTS 4-7)' a COLUMNS & 3' HIGH ALUMINUM ` ° am oU ' M~~' ' ' (U I ~ ~ I ~ P FENCE IN SIGHT TRIANGLES - a LOT = ~ N;' o ~ m t_ ~ ~ . BIG CHAUTUABO-R I 21.1'/' + ' + a, ~ 15 < Pr) ' b 3 L DSCA E EASEMENT PROPOSED GATE OR a I ,•,t T~ ~ I I ~ TYP SEE DETAIL BELOW REMOVABLE PANEL Hy ~ ~ • h - J _ 10' SIDE SETBACK + + ~ ( ~ ( > .20,356 S,F. y,Y ~ ~ ~ PROPERTY LINE N ' ~ ~ ~ a IN EASEMENT 1 ~a TYP I ~ I ~y I: I ' ~ w I ~ o D ( ) f ' ' ALUMIN M GATESISHALL I 5 wT~' ~ ~ ~ I I O c 85 I I' - ~ 1 ~ I I ~ a ARCH 0 6'. HEIG T AT ~ 26.8' +~~FF++++~ ~ 't CENT6R OF DRIV~WAY I ,'75 I 14.4 55 ( ~ ~ I ~ :'t~: ~;T N I O I , V.. I,.,.•~• a';If , I rI I I 55 ~ ~ 14.4 - ~ I ',1a=• o ( I I I I a. I 't V~ • 7' ' N ~ < I ' ~ fNiF I I ~ s.Y 7' L - L .J L_ ' a:}-.~' I. ' Lll: ' ,p,. ~ a• ; A. t j~e ~ ; ~ ENiRI' $ g POOL 1 a 5 (n I 9~ @ 6 B iJl i E ~6 1 1.~. - ~1a.:,....- 7 I ; - ^ 25' FRONT SETBA a N~-. . ~ w. ' ~T I I ~ K•.' . ~ o_ _ 14.4 ' L( L, ~n J+ + + i - C~7~t~ ~ ° i lOf~,~ r ,•M, LOT = 27,380 S.F + + + ~ ~ ~ g o M `*u rt }'~f ?~-s'sl: f~!~., t..i ~l h V",T 1-R' -'P,!`- I _ y I I N - - f v / PROPOSED RESIDENCE ~ + + ` a .'S',~~ ' - ,,.I BIG CHAUNRBO-R + + _ r + + ~ Ir 11 'F { . G it : A -ter .d .:J a t. .-0. 1" ~ .2 •~a . - 42.95 20' 2D' 4 2D' ~ Lp'o 2D' *,D' ~+i,' 2D ',j ' 7 ' 742.95' N89°40 5 + + ~ j I MAILBOX '.i.<:::3'.• '"h!'~, t • :19. ' ~ ; : ~ r 3-WAY ~ LOCAl1oN • 3-WAY ~ ~ _ _ . I I APPROX s`'a• .STOP SIGN „+oo ~ ( ) ' ~ STOP SIGN ~ - - ~ " id" FR ~ r- .3 ? 'A~ ~ IZ+OD 3 ' x:,' STREET - -Third Ave e South Public Propo d Pa ed Road ~ ) VACATED R.O.W. ~ c~163.65 ~ N89°44'51"W LIGHT TYP PROPERTY LINE ~ VI ) I TYP FKIS~IYIa I aVeu I'i0at} \ ( ) ~ CROSSWALK PROPERTY uNE STREET I Third Avenue South ~ sIGNs _ _ I_ _ _ _ _ - (TYP} LIGHT (TYP) JG ¢110 ~CEI~lTERLtlvE DOE TNiRii (3rd} - ` F~VENUE:.SOI;;H EXT'ENUED -~-L - _ ~ - - - - I - - i I DRAItdACE cC LTIIJ'f`r' EAScM,.t~T f"..; $3U4, i C 11'0 \ ~ . ' ~"6l dYE` il.~' ~vi~V:(ill`t~ ..T , w.-•'3. s°-..-.- - \ - ~r - x- x- -x- -x- -x- _x- -X- -x- _-x- -X- -k- ,.:-x_ - i~ \ . s . i -x- -x- x- -x- -X-~ , -~y 20'x20' SIGHT F'u.ure = _ G°.= = Future ° = 1 !m rout-ments + ' ~ _ s ~ x I p~ r - * i~ !~'T.~ ~ p' jJ~~"T ~ _ ~ ~ e = ~ ~ mprouemer 1 ~ \ ~ ~ 1 ~'f~ ~J {l1 Y ~ ~ d~ . 3''~,$.+ TRIANGLE (TYP) 20'x20' SIGHT - _ - TRIANGLE (TYP) I - - - - - - l,t.tre RUa~lava~ easement -I . ~ e,3,.., r•~L~ ~ _ x 1 ~ 3 WAY I I I ~'(Dedica+ed a Pi,e! s C ~ I STOP SIGN - -I- -I- I - [By The Dirdmitt COdillac I - q,1 ~ _ _ ~ x 2.5 24 23 22 21 )0 1~ - -I- - _ - - -I- - _ _ - -I. - ~ ...hl..le Sto, arse Expansion I - I Area (8CP 1.005-G6196}a - - QI I~ ---I--- ---I--- 4 ---I--- f y: i• I I I T ~I I - - - - - - r , r ~ 'r:t ~ r-T Y 4z - - I I D I ---Ix 'I I I - -I- - - ,F7~T t ~Irj~gy{r{()} /,q3 pp}'') Jy~',T /,gyp jp^'~~ jp~ ~('}}''J!)' [(y~~ .jp ~(y~ I 1/ Shc1~i~! C AJR l/1 4 ldi! NY!!3 .5.,' I,' ~ hd ~L/ (l y-V 0.J .Z Qn~t.~ ~ I ---1--- ~ I I I I Future I . I I -I ( Nina FPnra`~ ~I X I•~d I I I I I I I~ E ' PROPOSED 36"HIGH FENCE WITH COLUMNS & 30" HIGH FENCING WITHI r-s" smTHEDC GAP suoDTH saND PGSnvE sLDPE SIGHT TRIANGLE AREAS (TYP) SNCCO FlNISH (BY OWNER) 1-0' SYNTNEBC GAP SMOOTH SAND STUCCO FlNISH (BY OWNER) ~ y TOP SURFACE OF THE FlLLED BLfXIKS TD DE TRUE AND I clrcl l rn. ATTACH v r.. CAP WITH GENEROUSLY APPLIED 0 NP SURFACE OF THE FlLLED BLOCKS m ~ • INDUSTRIAL ADHESIVE PILASTER m TD aE TRGE aeD 7EVELtm. ATTacH SEE DETAIL Vii. CAP Wttn cENEROUSLY APPLILTI , INDUSTRIAL ADHESIVE - ~i' a, KNOCKOUT BIACK COURSE WITH ~,5 REBAR .k NNOCKOUT~-OCK CWRSEYAIH $5 REBAR 1" CON71NUW5 (TYP) 7' CONTINUOUS{TYP) 7" i i 1" N - ~ I HORIZONTAL JOINT REWFORCING i R (DURa-WAIL) AT i6" ON CENTER a ~ . _ ~ F r: I I ' TOP OF WALL N _ ~ t ` sMOGTH saND sNGCa m ° ~ FlNISH. (COLOR BY ~ I ro OWNER) (TYP.) 1 I z ~ ~ o ° i I I HORIZONTAL il01NT~REINFORCING DURO-WALL ~ ~ SYNTHETIC CAP AT 16' ON CENTER ( ) ~ SMOOTH SAND a STUCCO FINISH sMODTH saND sNCCD - . . ~ FlNISH (cGLaR eY ~ (BY OWNER) .a. _ OWNER) (1YP.) .p. ' ' a o 65 REBAR •U ~ ~ p'_, WITH 1' MIN BENDS, O.; CELLS FlLLED EDUD (TYP) CONCRETE BLOCK WALL I . °f,.z`r~• • V , 2 11 COURSE - B'x8'xS6' ~0•. ~ d-' ' SYNTHETIC BAND SM00 SAND ~ REBAR AT 2'-B' O.C. W/1' MIN' ' .O ~ • SNCCO' FlNISH (f3Y OWNER) z - BENDS, CFlLS FlLLED SOLID (TYP) ~ - F 't- ° ~ 6 x 8 x i6 CMU (71~ COFIRSE) 10 FlNISH GRADE ~ ~ ~ I a z I 4 x 8 x 16 CMU: (1 COURSE) iv , ~ p . aD . j I I ~ FlNISH cRaDE ~ / p //\//\//\j . ,~.:<<'r.:; ~ . N ~ \ I I:taaR cGNr,.artr D.c. j- \ 7 \ LONpNDINAI ~ I . / / ~ ' REBAR AL 16' O.C. ° \ \ :O° ~ . lV _ //\j/\ LoNCINDwAL / ~ • FINISH 'GRADE \ ~ 3000 PSI ~CINJCRETE ' ~ ' b S ° , \ \ \ / /1 FOOTER / / 2' MIN. r\ RECEIVED / / / 3' CL (CL ON ON BOTTOM \ \ \ \ \ \ \ \ \ \ \ ~ CONCRETE FOOTING sSIPE58" 6' \ / 3,000 PSI ~ COMPACTED SUBGRAOE OCT 2 2006 Z ~ - CCMPACTED SUBGRADE PI.ANMNG DEPARTMENT N ON SIDES 6' 2'-0' 6' ro 3'-O. GITYOF CLEARWATER . m ° 0 N W S 5 5 6 PILASTER AND COLUMN CROSS SECTION WALL CROSS SECTION WALL & PILASTER ELEVATION 3 ~ SCALE: N.T.S. T ;D SCALE N .S. SCALE: N.T,S. d N LL N ALL WALLS/FENCES TO BE PERMITTED SEPARATELY THROUGH BUILDIf~G DEPARTMENT 4 0 a DESIGN® THESE PLANS MAY NOT BE COPIED OR 6 T2/12/06 REVISED PER CITY OF CLEARWATER COMMENTS. GAB roeNa MODIFlED WITHOUT WRITTEN PERMISSION _ ~ Guff Coast Consultin Inc. s SPG FROM GULF COAST CONSULl1NG. INC. 5 10/27/06 REVISED WALL, FENCE & COLUMNS,. ADDED DETAIL. GAB o5-021 DRaWN Land Develo merit CoILSUltlll P ~ ~ N CHAUTAIIQUA II ~ 4 08/23/06 REVISED PER CITY OF CLEARWATER COMMENTS. re,&>~. ~ CAQ /1 l~1 r/ id !_!'1lIT 11 .lTf'/TT TIT T[TT. z ne Me /nr_ nriuc~rn nrn nlTV nr nl renureTrn nnuurn~T~ 13825ICOTBLVD.,SUITE605 L0 3 / 1V1C1.U V111.1L JimV h, C ~ n v J UJ/ IJ/ UD MLV13CU rLr% 1,411 U!' 1,LCHRYVHICfC UUIVIIVICIVIJ. SHT / Clearwater, Florida. 33760 RH Phone: (727) 524-1818 CLEARWATER, FLORIDA 33759 HORIZONTAL CONTROL i Q.c Fax: (727) 524-6090 (TROL / LOT DIMENSION PLAN SEAN P. CASHEN RE # 42505 2 11/1/05 REVISED PER SWFWMD COMMENTS. GAB NOT VALID UNLESS SIGNED & EMBOSSED 1 10/15/05 REVISED PER CITY OF CLEARWATER COMMENTS. GAB °Am 1 S BY A REGISTERED ENGINEER PHONE: 727 669-2449 FAX: 727 669-0997 v GULF COAST CONSULTING, INC. N0. DAM eevlslovs arrv 08-25-05 or CERTIFICATE OF AUTHORIZATION No. 9774 13Y w Z i W 91,2 : 91.2 Y I a o > 90.4 { N00 44 34 W . 90.5 ~ ~ 7 30.5 90.1 ~ f~, , ~ - 0'' eY t~ t 5~~ o » ..ROOT PRU E ~ 69 7. ~ 6' N r EJ 42 $ ~ R(JDT PRU E TY , ~ A'. ~ 7 TYP, 7 ? _ ~ ~ ' ~ ® 2 ATE R.O.W. 4 _ vAC D E e Of Shrubs „ ~ . 4 5 5 ,6 7 2 ~8 ,1 9"9„611 + + + + + + + W RODT PRUNE • ~ 11 12 X11 + + + + + + + a TYP. 5.. ~ 5~~ 6° 8 ® 8 4 ® 16 + + + + + + + + 9„ ~ 4n a 3n 9 3 2 6 1 T PRUNE 8 T PRUNE ~ O ~ Q J 0 TYP, TYP. + + + 12 0.45 AC, 9„ 8U Q - LOT 21,230 S.F. 0411 111 9 a ~ N g" ~ 7 Q „ + + 811 lJ" z s - P RD~T PRUN 812„ 1~ 11 a P TYP, 12' + + + + + + 5 ~ ~ + + + , , _ • 1~Q ~ + + + + + Q ~ ~ RDOT f~JNE T P, ' 5.. +i .~1° + 13" 4~1 411 W o ~ 0 9 z RUDT + + + O 4„ Q 19 12 S. ~ , W 9 Q1 41, d' Q % ' • ~ 10~ ~ ~ 6.. ' + 4 z 0 + + ~ a 6 '9C~ y, + + 14" Q d- + + 4 ~ ~ y; + + ~ ~ O O6 ~ 41, Q ~ + + + 1 N ~ , . . ; ~ N J Q LOT = C~ LOT = , 9 I ~ 17,668 S.F. LOT - 20,018 S.F. LOT = _ .aA., j II ~ U 17,672 ~ LOT - LOT = ~ 17,674 ® • a • 9., a' LOT = 20,756 S.F. 5~ 71i ~5 W •'a Y + + + Q S.F. _ 17,678 011 ~ + + + 1~ 06,1 r ~ , ~ S.F 17,676 S.F. S.F !J o ~ 0 RD PRUNE 9~ 90~ 0 ,1 + + ~ ,1 Q ~ ~e P. 17 11 a i 11 + o+ C~" ~ 6 61, ~ o ~ ~1 ~ ~ ,1 ~ ° ~ LOT - ~ 1~ + + + + ~ ~ + + + + + a r~ 20,356 S,F. ' N; + + + + + .30 ill ~ f o , , 19" ~ + + + + ~ 7,. ~ a + + + Q + + + + + ~ + 12" 5" 11 ~7 J ' "I o:~~~ S + + 11 „ 0 711 611 0l 1 4 ~ ° 11 rg . , i O LOT = 27,380 S.F. + + ~1 ~ 4 13"~ 0 • 1,/10 ~ •e •~.a : ' ~ + ~ + 16 411 f 'a : . - , + + 17"t 14° . . , . • , •.B . a ~ , , + + + ,1 . 1, 4„ 08 51 ~ ,~8 + + + + 14~ 15 ~ • ~f.' • in; ° 211 ~ + + + + 711 .e . 6„ + + + +6,1 + + + 17 11 7 , e:•' ~ ~ ° ; ,1 13" + + + + + I 129 0 ~ LO RUUT NE TYP. - . • Third Ave ue South Public vacaTED R.o:w. ®7° 163:65 N89°40'51 "W . e South Third Avenu . • h . • ~ I. ~ ®RIGlNAP. RECEIVED - , ~ I ~ I PLANNING DEPARTMENT Cll'Y OF CLEARWATER NOTES: PROPOSED # EXISTING EXISTING EXISTING TREES 1. ALL PLANTS SHALL BE FLORIDA GRADE ~1 OR BETTER. AREA RE UIRED PROPOSED # PROPOSED # Q CHARACTER REMOVED SAVED SUBTRACT REQUIRED LOT N0. Shade Trees 2. APPLY A 3 LAYER OF MULCH LAYER TO ALL PROPOSED /SQF # TREE STREET TREE SHADE TREE 1 R GROUND COVER AND V[NE PLANTINGS. sH ua * THE S 1REES TREE, - TREE.... TREES ~ Botanical Name Common Neme Caliper Height Spread Container Description 3, IRRIGATION LINES SHALL NOT BE INSTALLED DISTURBING _ 6 1 1 4 6 2 Ts. 1 20, 018 8 EXISTING TREE R00 Acer rnbrum Red Maple 2,5" !0'-14' 8'-10' 85 Gal 5 N R NG SHOULD BE MADE FROM 7 668 8 2 2 3 1 3 ~ 4. NO REFERENCE TO ENGI EE I 2 1 , Ilex vomitoria Yanpon 2,5" 10'-14' T-9' 85 Gal TH15 SHEET. FOR LANDSCAPE REFERENCE ONLY. Iles vomitoria 'Pendula' ~ heeging Yaugon 2,5" 10'-14' T-il' 85 Gal 1 12 -4 3 17 672 8 2 2 1 5. ANY DEVIATION FROM PLANT QUANTITY, SIZE OR GRADE MAY ' Iaquidambar styrieiilua Sweetgnm 2,5" 10'-14' 8'-10' 85 Gal JEOPARDIZE THE CERTIFICATE OF OCCUPANCY. ADDITIONAL 1 Q 4 3 9 -1 4 17,674 8 • Magnolia grandiIIora Magnolia 2,5" 10'-14' 8'-!0' 85 Gal W TH MP Y I PLANTS MAY BE ADDED, 8UT MUST CO L HILLSBOROUGH COUNTY LANDSCAPE REQUIREMENTS, 1 2 2 1 2 4 4 - Pious ]llliotti 'Dense' Slash Pine 2.5" 10'-14' 8'-10' 85 Gal 5 17,676 8 Platanus . occidentlalis Sycamore 2,5" 10'-!4' 8'-10' 85 Gal 2 17 678 8 1 2 3 13 6 6 , Quartos shumardii Shumard Oak 2,5" 10'-14' 8'-10' 85 Gal 2 45 40 -32 7 20, 356 8 4 0 Quartos virginiana Live Oak 2,5" 10'-14' 8'-10' 85 Gal 8' ct, min,, main central leader • 2 28 9 -1 Magnolia grandiflora Magnolia 2,5" 10'-14' 8'-10' 85 Gal 8 27,058 8 1 2 3 15 2 ~ 6 9 18 827.:.. 8 _1 2 Ulnas parvifolia 'Sempervirens' Drake lilm 2,5" 10'-14' 8'-!0' 85 Gal ' _ 1 1 3 38 9 -1 10 18,979 8 Ulmus elate - hinged Blm 2.5" 10'-14' 8'-14' 85 Gal 5' ct, min„ main central leader Character Trees TAL 80 20 14 24 160 100 -20 TO * WERE NOT 000NTED- SAND PINES AND 1REES GRADED AS A 1 OR 2 Ilea 'Nellie R, Stevens' : Nellie R, Stevens Holly 2" 8--9' 3' 4' 30 Gal Symmetrically sheared, full to ground i -Ligustrum japonicum Ligustrum Tree... 2" 8' 10' 5' 8' 30 Gal Min, 3 trunk, 2' to 3' clear trunk, full head . ; Lagerstroemia indite Crape Myrtle 2" 8'-10' 5'-8' 30 Gal Min. 3 trunk, 2' to 3' clear trunk, full -head • ~ . _ . _ _ Myrica cerifera has Myrtle Tree 2" 8'-10' 5'-6' 30 Gal Piburnum abovatum halters Viburnum 2" 8'-9' 3'-4' 90 Gal Tree form single trunk, full head .F I PILINT I~ST S acin , Code Botanical Name Common Name :Capper Height Spread Container Comments p g ~ He HEIDT ~ ASSOCIATES, Inc. (LP-1 ~ LANDSCAPE PLAN . Trees ~~i UGr/~'1~d/ U/I~ 2N ~ ~ ~~~~~T~a Fort Myers ~ , dap;, rf. ~ ~nB No, ! , 5 ct, min., main ' ~ ~ ~ ~ . ~ ~~iQJ~t+ 20 QV2 Quercus virginiana Live Oak 2 8-10 ;5.6.: 30 Gal central leader 40 ~ : . ,r~.~ ~~'~~~~`~a o~~e rtT~-MS-oz4 L~A?KE CHAI7TAUGUA ,t 221'2,,~~yann Avenue . DESIGN i ~ I~r_..:._~ 1x1...:.1., Beene j Gulf Coast Consult Shrubs Inc. npa, wnua a~uuu LOOMIS ,st Consulting, 1b Phont. 3-253-5311 PHASE Z Pinellas; 13-442-8536 DRAWN 60 30 0 30 60 27 CVT Callistemon viminalis'Texas' Bottlebrush Shrub . 8-10 i5-6 B&B Full to ground 6 Land Development Consulth - pwent Consulting ~t pti~ 'Pasco: 13;8<2-2401 LOOMIS FM. 1 X253-2478 0 170 VOW Viburnum odoratissium Awabuki Awabuki Viburnum 24"-36" 18"-24" 3 Gal 3 13630 58th Street N., Suite #110 et N., Suite #110 ,l DATE PREPARED ROTTLUND HOMES *Roots Clearwater, Florida 33760 plus trees may be substituted for container grown trees. u _ rida 33760 SCALE. 1 - 30i Phone: (727) 524-1818 I Fax:.. (727) 524.6090 14-1818 11-01-06 FORS 6090 DATE DESCRIPTION BY SCOT°TwtE, ANbkEASEN LA 0001658 FILE SHEET 1 OF 2 SHEETS REVISIONS FLORIDA REGISTERED LANDSCAPE ARCHITECT LANDSCAPE W ~W Y SPREAD ® ~ LANDSCAPE- NOTES AND .,:SPECIFICATIONS ~ ~ a - _ ~ c~ ~ ~ ~ r av ~ • ' , ° o o LE E IMPLEMENTATION OF THIS PLAN AND SPECIFICATIONS SHALL CONFORM TO ..THE FINISH GRADE TO BE' RAKED, LEVEL AND FREE OF WEEDS, ROCKS AND DEBRIS ~ i ~ 1 D 0p ~ 1 ~ o oaq.o~ o _ _ HIGHEST aD0 , p~ , g HIGHEST STANDARDS OF THE TRADE AND TO ALL PREVAILING ORDINANCES AND PRIOR TO INSTALLATION OF SOD, LANDSCAPE CONTRACTOR TO NOTIFY ~ ~ ~ ooQ I, aoQ o ,CODES. - CODES, THE SPECIFICATIONS CONTAINED HEREIN SHALL SUPPLEMENT THE LANDSCAPE ARCHITECT IMMEDIATELY IF SITE CONDITIONS ARE NOT ACCEPTABLE. ~ 'WRITTEN SPECIFICATIONS, INCONSISTENCY IN .SOD QUALITY, GRADE AND INSTALLATION MAY WARRANT ~ E TIED UP o ~ _ ~ WRITTEN PALM FRONDS SHALL B ~ Q1,- O ~ v d 6~ _ . JOB SITE pv Q o 8 a~ w o e REMOVAL AND REINSTALLATION, ~ N IN TRANSIT TO q p ~ , ~P AND KEPT IN THAT POSITION V ps Q ad a ,a a ~ ~ PRIOR T .PRIOR TO SUBMISSION OF BID; THE LANDSCAPE CONTRACTOR SHALL VISIT FOR A PERIOD OF TWO MONTHS °p ° o P p~ Q _ THE SIT THE SITE AND FULLY INFORM. HIMSELF OF THE CONDITIONS UNDER WHICH THE SODDING IS REQUIRED IN ALL UNPAVED. AREAS WITH. THE SITE BOUNDARIES ` _ UNLESS OTHERWISE SHOWN OR NOTED: ALL SOD AREAS SHALL BE PLANTED r • AFTER INSTALLATION. ~ ~ p + ~ p d om~~ a - z WORK I~ ~ p p ~9 a q ~ WORK 15 TO BE ACCOMPLISHED; WITH °ST. AUGUSTINE" AS SPECIFIED. SOD SHALL BE REASONABLY FREE FROM ~ V FLAGGING ~ v ~ REMO E ALL p ° 1 ~ 6 d ~ao o ~ ~ THE WO THE WORK INCLUDES SOIL PREPARATfON, FINISH GRADING, SURPLYING AND PESTS AND WEEDS, LAID IN STAGGERED ROWS WITH NO GAPS, ROLLED, FERTILIZED ~ v v4 TAPE, OR TAGS a ~p a a° v _ - PLANTING OF :TREES, SHRUBS, GROUNDCOVERS, VINES, AND SOD OF THE AND WATERED IMMEDIATELY AFTER INSTALLATION. ° d ~ 2- PLY RUBBER. HOSE i w SPECIES p boa a ''Q , 'SPECIES,'SIZES AND QUALITY'-AS SHOWN ON THE DRAWINGS .AND/OR AS w 1 ~ ° ! o ~ SPECIFIE DOUBLE STRAND 12 •.GAUGE ~ ~~pr q~ , aeq ~ o_. ~ _ _ OF ALL: SPECIFIED HEREIN, FURTHER, THE WORK SHALL INCLUDE THE MAINTENANCE FERTILIZE LAWN AREAS WITH 6-6-6 FERTILIZER AT THE RATE OF 8 LBS PER 0 OF ALL LANDSCAPE AND SOD/SEED AREAS UNTIL FINAL ACCEPTANCE BY THE 1,000 S.F. OF LAWN AREA. WATER AFTER FERTILIZATION. ~ ~ d " No~ p ~ p GALV. WIRE TWISTED o . _ _ PROJEC _ ° 6 PROJECT ARCHITECT AND OWNER'S REPRESENTATIVE.• 3 5 LAYERS OF BURLAP Y q o THE IRRIGATION SYSTEM SHALL BE FULLY OPERATING FOR A PERIOD OF o F SUPPORT z HEIGHTS ARE AS ~ WR ) THE LAI APPED AT-POINT 0 ~ SHOWN ON PLAN ~ i ~ + FULLY F THE LANDSCAPE CONTRACTOR SHALL PRQVIDE A LUMP.SUM BID PRICE FORA TWENTY-FOUR HOURS PRIOR TO START OF PLANTING OPERATIONS, THE a LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY FULLY AUTOMATIC, 100 OVERLAP COVERAGE; UNDERGROUND` IRRIGATION ~ 11 "X4" WOOD CLEAT 3 3"-4" EARTH SAUCER _ ° F-. _ SYSTEM, 2 O _ SYSTEM.' THE IRRIGATION SYSTEM DESIGN; SPECIFICATIONS AND ADDITIONAL HAND-WATERING AS NECESSARY FOR ALL TREES, SHRUBS, ~ N ~ INSTALL. „ 2X4 WOOD BRACE (3) ~ W ~3. MULCH LAYER • _ _ ,Y _ ASSOCI>c INSTALLATION SHALL CONFORM TO THE STANDARDS OF THE "IRRIGATION GROUNDCOVERS AND LAWN AREAS PRIOR TO FINAL ACCEPTANCE. p (WIRED TO TREE) ~ z ASSOCIATION," 1911 N, FORT MYER DRIVE #1009; ARLINGTON, VA 22209 a v AND TO POST STAKE _ ~ AND TO THE STANDARDS OF THE "FLORIDA IRRIGATION SOCIETY," THE JOB SITE SHALL BE KEPT ORDERLY AND REASONABLY CLEAN ON A DAILY ~ BASIS DURING CONSTRUCTION OPERATIONS, UPON COMPLETION,. THE Z ULCH Z' WOOD STAKE DRIVEN 24 -30 2 -3 M _ FIRMLY INTO SUBGRADE, THE LAP THE LANDSCAPE CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS.. LANDSCAPE CONTRACTOR SHALL REMOVE ALL DEBRIS AND-WASTE GENERATED ~ (SEE SPEC, FOR TYPE). r FOR THI „ ARTH SAUCER ' FOR -THE WORK, PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-SITE. BY HIS OPERATIONS ON-SITE, INCLUDING THE CLEANING ,OF WALKS AND PAVING a 3 -4 E - - COPIES _ - -I ; COPIES OF THE PERMITS SHALL BE SENT TO THE' ARCHITECT AND OWNER'S AS NECESSARY. Z - ~ FINISH GRADE:' CONSTR - _ _ _ CONSTRUCTION REPRESENTATIVE. ~ - IN THE EVENT OF A VARIATION BETWEEN THE PLANT LIST AND THE ACTUAL _ = NATIVE SUBSOIL - • - =1 I - - - - THE LAP :I I I- - - ~ , THE LANDSCAPE CONTRACTOR SHALL BE PROPERLY`LICENSED AND'INSURED,` NUMBER OF PLANTS SHOWN OR NOTED ON THE PLANS, THE PLANS SHALL N I I ~ - _ - ~ SEE WRI -III SEE WRITTEN SPECIFICATIONS. - CONTROL. _ a CLEAN SAND BACKFILL - -I = - ~ I- -III=~ ~ I-~ ~ ~ ~ i ALL W01 ALL WORK IN THE RIGHT-OF-WAY AREAS SHALL CONFORM TO THE. STANDARDS PLANTS AND TREES SHALL BE SET PLUMB, AT THE SAME GRADE AT WHICH ~ NATIVE SUBSOIL I = -III=III=I I ~=I I SPECIFIED PLANTING I) III - - - - 2 X BALL DIA. AND SPECIFICATIONS OF THE LOCAL AND/OR STATE. HIGHWAY JURISDICTION. THEY HAVE BEEN GROWN, BEST SIDE FACING PRIME VISIBILITY AND -III-III-III-III-III MIX,. WATER AND TAMP AND SP ' 2 X BALL DIA. TO REMOVE AIR POCKETS THOROUGHLY WATERED-IN, TO ELIMINATE AIR POCKETS. TREES SET TOO HIGH Q I IDES. THE LAI 6 MIN, ON ALL S THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS OR LOW WILL BE REJECTED. VERIFY PROPOSED FINISH GRADES AND SET TREES ACCORDINGLY.. `SEE DETAILS FOR PLANTING, STAKING AND 'GUYING, EXISTIN ( I TACKING DETAIL ELECTRI (EXISTING AND PROPOSED) ,RELATED PAVING, ELEVATIONS, WATER AND THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SECURING z ELECTRICAL SUPPLY, ETC„ PRIOR TO START `OF WORK, NOTIFY THE TREES, PALMS AND LARGE SHRUBS IMMEDIATELY AFTER PLANTING, ALL ~ TREE S PALIUI TREE GENERA GENERAL CONTRACTOR AND THE ARCHITECT/OWNER'S .AGENT IN WRITING OF GUY WIRES SHALL BE FLAGGED AND ALL STAKES SHALL BE DRIVEN FLUSH w o~rAiLCOOE NSATI~ o~rAiLCODE SCALE: N.T.S. ~ UNSATISFACTORY CONDITIONS PRIOR TO START OF WORK. START OF -WORK Q SCALE: N.T.S. WILL INI WILL INDICATE ACCEPTANCE OF CONDITIONS AND FULL RESPONSIBILITY FOR WITH SURROUNDING GRADE FOR PUBLIC SAFETY, J COMPLE COMPLETED WORK. PLANTING SOIL FOR ALL TREES AND SHRUBS SHALL CONSIST OF 60% PEAT, o VERIFY 20% COMPOST, AND 20% WOOD PRODUCT FOR AERATION, PLANTING MIX SHALL VERIFY ALL UNDERGROUND AND ABOVE-GROUND UTILITY LOCATIONS PRIOR TO ~ ANY EX ANY EXCAVATION: IF UNDERGROUND CONSTRUCTION, UTILITIES OR _ HAVE A .pH OF 6,0-6.5 /MIX 75% PLANTING SOIL WITH. 25% ON-SITE .SOIL.:.. ~ a ' m~ a a OBSTRU a a AREAS OBSTRUCTIONS ARE ENCOUNTERED DURING THE EXCAVATION OF PLANTING FOR PLANTING SOIL BACKFILL. BACKFILL ALL TREES AND SHRUBS AT THE ~ e a~ d ~o~a} I, ~ ~ REPRES AREAS OR PITS, IMMEDIATELY INFORM THE OWNER'S CONSTRUCTION FOLLOWING RATE, ~ REPRESENTATIVE. ALTERNATE LOCATIONS FOR THE PLANT MATERIAL(S) WILL ,TREES 3,5"-CAL. AND GREATER = 1 CUBIC YARD EACH a . u°~ Q. oa rya , : BE SELF Q ~ BE SELECTED BY THE ARCHITECT OR AGENT. SUCH CHANCES 1N: LOCATION TREES 1- 3" CAL./30-.GAL. = 1/2 CUBIC YARD EACH ~~ea~. n 0 6 SHALL' I . SHALL'BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COMPENSATION. 7-15 GALLON CONTAINERS 51ZE = 1/4 CUBIC YARD EACH ~ • o= ~ THE LA • ~ ~ • • ~ a°P ~ a~ p ALL DA THE LANDSCAPE CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR ANY AND ' ' 3-5 GALL40N CONTAINER SIZE = 35 PLANTS PER-CUBIC YARD ALL DAMAGES THAT RESULT FROM HIS ACTIVITIES DUE TO IMPROPER 1-2 GALLON CONTAINER SIZE =65 PLANTS PER CUBIC YARD ° .a a u'..,~ ~ . 0.~}, VERIFIC VERIFICATION OF UTILITIES .AND/OR OPERATOR ERROR DURING EXCAVATIONS: ROOTED. CUTTING/4- POTS = 6' DEPTH OF ANN-UAL BED MIX ' q b~ : ' e ~ SEE REI • a D • o v SEE RELATED CIVIL PLANS FOR ADDITIONAL INFORMATION AND COORDINATE ROOTED CUTTINGS AND 4" POT .MATERIAL SHALL BE PLANTED IN A 6" DEPTH • i • ~ ~ ° 6 ° ~ 0450 ~ 'D °ey y p ~ 11- 1, • • _ ~ - ° 4. ~ an•ptp? p °8d ?O~~JV~ ~d ~ • ~ OF W01` 'ON-SITE WITH THE GENERAL CONTRACTOR AND OTHER TRADES PRIOR TO START PREPARED. BED CONTAINING AN "ANNUAL BED MIX" COMPOSED OF 1/3 PEAT, OF WORK. 1/3. COMPOSTED PINE BARK, 1/3 SAND AND DOLOMITE pH 6.0-6,5. 2 3 MULCH ~ ~ °~ao~o° a Qan°.~e5° °~'•a .ga°. •a pa opo e, X71 03 0 ~q~. b r , 0 4r,,. o e r a FERTILIZE- WITH "OSMOCOTE' PER MANUFACTURER'S DIRECTIONS, TOP DRESS (AS SPECIFIED) ° ° ..o•o° a e ° a, • o B t.° ~Q C °e o 0 D 1 Y ~ r, >o IT 'CC SE o. eo e~ i • • • c .d'.. •U o ..pion Q° a SITE' CONTRACTOR SHALL PROVIDE THE LANDSCAPE CONTRACTOR WITH' A 'WITH I- LAYER OF SPECIFIED FINE MULCH.. ° e o ° ; ` o FINISH- FINISH- GRADE OF (PLUS OR MINUS) ONE-TENTH OF ONE FOOT,` GRADE'-SHALL u ' ~ ° C BE LE. H GRADE . FINIS UCER SA 3 4 EARTH • PAVING BE CLEAR OR"DEBRIS AND WEED GROWTH, FINISH GRADES ADJACENT TO SHRUBS SHALL BE PLANTED IN CIRCULAR PLANT PITS WITH A DIAMETER OF PAVING SMALL BE TWO INCHES (2") BELOW TOP. OF CURBS, WALKS OR PAVING 16" GREATER THAN THE ROOTBALL OF CONTAINER. TREES SHALL BE PLANTEZ 6 MIN, _ IN' ORDE IN' ORDER TO CONTAIN SOD OR MULCH AS SPECIFIED. IN CIRCULAR PITS WITH A DIAMETER OF 12° GREATER THAN ROOTBALL OR Y SHRUB ROOTBALL CROWN 'z CONTAINER AND BACKFILLED WITH PLANTING SOIL MIX. TO BE FLUSH WITH - • . • _ , ~ PLANT. ' PLANT MATERIAL: SHALL BE GRADED FLORIDA N0; 1 OR 'BETTER AS OUTLINED FINISH GRADE - ' • . _ _ ~ a: ~ UNDER ' - -I STATE OF , . UNDER'7HE'GRADES-AND 'STANDARDS FOR NURSERY PLANTS,- SECOND EDITION STATE OF FLORIDA; DEPARTMENT OF AGRICULTURE AND SHALL CONFORM REMOVE ALC PLANT LABELS, TAGS, FLAGGING TAPE AND RIBBON FROM ALL SPECIFIED PLANTING - . : , . , • w 2••-3":Iv1ULCH TO AAN TO AAN'STANDARDS FOR NURSERY STOCK (ANSI 260.1-1980),. TREES, AND. SHRUBS UPON FINAL ACCEPTANCE OF THE LANDSCAPE, f y I _ U MIX, WATER AND TAMP- (SEE>SPEC. FOR.TYPE) - „ „ I NO SUE i „ TO REMOVE AIR POCKETS - - - - - - 3 -4 EARTH. SAUCER. g FINISH GRADE NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE EXPLICIT WRITTEN FERTILIZE TREES, SHRUBS-AND GROUNDCOVERS WITH - "SIERRA° 7,S GRAM PERMISSION "OF THE LANDSCAPE ARCHITECT, `PLANS'SHALL BE BID BY ALL TABLETS PER MANUFACTURER'S DIRECTIONS AND AT THE FOLLOWING RATE: - - - - - F'ERMISI 6 MIN. ON ALL SIDES.' - I . BIDDER: BIDDERS AS SHOWN. SUBMIT WRITTEN VERIFICATION OF ANY PLANT LARGER CONTAINER PLANTS/TREES = 1 'TABLET PER GALLON SIZE - - - - SHRUB ROOTBALL CROWN = TO BE FLUSH WITH , - MATERIAL(5) THAT MAY BE UNAVAILABLE AS SPECIFIED, TO THE LANDSCAPE 5 GALLON CONTAINER = 4 - 5 TABLETS PER PLANT -III-III-I ~ I-I I - .r;: -I FINISH GRADE :III-I,;4,:;,.,.,. . ; I I- - ARCHITf NATIVE SUBSOIL - + ~ ~ , I ARCHITECT, 3 GALLON CONTAINER = 3 - 4 TABLETS PER PLANT 2 X BALL DIA, SPECIFIED PLANTING I=I • =Cf~TfT=TI-(= I I= • 1 GALLON CONTAINER = 2 - 3 TABLET PER PLANT COORDINATE THE INSTALLATION OF TREES AND PLANTS 50 AS TO NOT MIX,.WATER-AND TAMP - - - - I~ COORDII - _I III=III=I l I=I I I I _ OBSCUF TQ REMOVE AIR POCKETS . I I-I f l-III-III- I i OBSCURE THE SITE VISIBILITY TRIANGLE AT INTERSECTIONS AND THE 6 MIN. ON ALL SIDES. VISIBILI~ VISIBILITY OF DIRECTIONAL SIGNS OR L,GHTS, FIELD ADJUST TREE AND ALL PLANT' MATERIAL SHALL BE GUARANTEED FOR ONE (1) YEAR AFTER FINAL 2 X BALL DIA. PALM L j NATIVE SUBSOIL ' PALM LOCATIONS 'AS REQUIRED TQ AVOID CONFLICT WITH LIGHT 'POLES; -ETC, ACCEPTANCE. ALL TREES, PLANTS AND/OR GRASSING NOT FOUND IN A THE OU FINAL E THE OWNER .SHALL PROPERLY MAINTAIN TREES AND PLANT MATERIALS AFTER HEALTHY GROWING CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL FINAL ACCEPTANCE IN ORDER TO MAINTAIN UNOBSTRUCTED VISIBILITY FOR BE REMOVED FROM THE SITE AND REPLACED WITHIN TEN (10) DAYS AFTER P T EDES e PEDESTRIANS AND VEHICLES. WRITTEN NOTICE: ALL PLANT REPLACEMENTS SHALL BE OF THE SAME KIND DETAIL E PLANTING T IVI THE MULTI S E TING DETAIL SH U , R ~ PLAN AND SIZE A5 SPECIFIED IN THE PLANT LIST, THE REPLACEMENTS SHALL BE , oErAiL cooE ALL TREE DE DETAIL CO . I SCALE. N.T•S RooT PL ALL TREES SPECIFIED AS E','~LLED AND BURLAPPED SHALL BE FURNISHED, AND INSTALLED AS HEREIN SPECIFIED AT NO ADDITIONAL COST 'ROOT PLUS GROWERS'.TAGGED AND APPROVED TO ENSURE PROPER` TO THE OWNER. THE IRRIGATION SYSTEM SHALL, BE GUARANTEED FOR ONE . E. N.T S AL SC HARDENIN HARDENING OFF PRIOR TO INSTALLATION ONSITE. (1) YEAR AFTER FINAL ACCEPTANCE FROM DEFECTS IN MATERIALS AND A -TREE LL WORKMANSHIP. ALL TREES PLANTED USING EITHER A TREE AUGER OR TREE SPADE. ARE TO E ARE TO BE CORRECTLY'WATER SETTLED TO ENSURE NO FUTURE SETTLING, AN 'AS-BUILT" OF THE LANDSCAPE AND IRRIGATION PLANS SHALL BE MADE ALL TREE s. ALL TREES THAT SETTLE CROOKED WILL B EREST BY LANDSCAPE `CONTRACTOR. BY THE LANDSCAPE AND IRRIGATION CONTRACTOR. THE °AS-BUILT° SHALL ALL HOLE - ALONG Al ALL HOLES DUG BY EITHER A SPADE OR AUGER ARE TO BE SCORED. BE UP-DATED DAILY AND .SHALL BE KEPT ON-SITE AT ALL TIMES DURING THE ALONG ALL -SIDES TO ALLOW- ROOT GROWTH TO ESCAPE LIMITS OF EXCAVATION. CONSTRUCTION PERIOD: ANY AND ALL DEVIATIONS FROM THE ORIGINAL CONSTRUCTION `DOCUMENTS SHALL BE DULY AND ACCURATELY RECORDED. A APPLY. APPLY. "DEVRINOL" SELECTIVE HERBICIDE (DRY PLOWABLE) PER MANU- REPRODUCIBLE OF EACH 'AS-BUILT" SHALL BE PROVIDED BY THE LANDSCAPE FACTUF FACTURER'S DIRECTIONS TO ALL PLANT BED AREAS PRIOR TO MULCHING, AND IRRIGATION CONTRACTOR TO THE OWNER'S CONSTRUCTION REPRESENTA- USE A USE APROPERLY CALIBRATED GRANULAR APPLICATOR AND DQ NOT APPLY TIVE AND TO THE LANDSCAPE ARCHITECT PRIOR TO FINAL ACCEPTANCE AND CHEMIC CHEMICAL DIRECTLY ONTO LEAVES OF PLANTS.- PAYMENT OF RETAINAGE. ALL PL ALL PLANT 'BEDS AND-TREE RINGS SHALL BE MULCHED WITH A 3'~ DEPTH AT THE TIME OF FINAL ACCEPTANCE, THE LANDSCAPE CONTRACTOR SHALL LAYER. LAYER _OF PINE BARK MULCH (MEDIUM SIZE CHIPS) : , DEPTH SHALL BE PROVIDE THE OWNER WITH A MAINTENANCE MANUAL CONTAINING INSTRUCTIONS MEASUf _ RND Pf MEASURED-AFTER COMPACTION.' REMOVE MULCH FROM CANOPIES OF SHRUBS FOR THE PROPER CARE OF ALL MATERIALS SPECIFIC TO THE JOB, INCLUDE pND PROPERLY "TUCK-IN"..MULCH ALONG. EDGES: DO NOT PILE :MULCH 1RRIGATION TIMECLOCK OPERATING DIRECTIONS AND MANUFACTURER'S AROUND i AROUND AROUND THE BASE OF TREE TRUNKS. PROVIDE A 3~ DIAMETER MULCH RING LITERATURE TO OWNER'S REPRESENTATIVE. LANDSCAPE CONTRACTOR SHALL AROUND ALL: PROPOSED AND EXISTING TREES WHICH DO NOT FALL, WITHIN . SUPPLY THE OWNER WITH A BID TO PROVIDE YEARLY MAINTENANCE OF THE • A MULCH A MULCHED PLANTING BED OR ARE SURROUNDED BY TURF.. GROUNI GROUNDCOVER AND SHRUB BEDS SHALL'BE PLANTED ON TRIANGULAR SPACING THE OWNER SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE AND WITH P WITH PLANTS INSTALLED AND' FACED FOR OPTIMUM GROWTH 'INTO THE BED. WATERING OF THE LANDSCAPING AND TURF AFTER FINAL ACCEPTANCE. CURVILI LAID=O CURVILINEAR- BED LINES- SHALL BE 'ACCURATELY SCALED' FROM PLANS AND LAID=OUT IN THE FIELD, IF FIELD CONDITIONS ARE DIFFERENT FROM : PLANS, . , PLANS, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OR ON-SITE - REPRE~ REPRESENTATIVE FOR FIELD ADJUSTMENT OF MATERIALS, "HEIDT:B..ASSOCWTES, Inc, LANDSCAPE DETAILS AND NOTES • a~ e~t~/~~~~ ~ ~>>~~rap;a f Fort Myers ~oB Na, ' J ~ ' ~ ^ ~ ~ F `~'1~af~pa 0flice RTL-MS-024 l.~fil~E CHAUTAUGUA l e./J1 ~ ~ , ry`~'212{Swann Avenue n~'eTGnl Gulf Coast Consulti A Consulting, Inc, vJ 1 P p00 1556 Ph net813r 53 5311 LNNMIS Land Development Consultin - Pinellas: 813-442-8536 DRAWN PHASE 2 mmentConsulting $1~} Pasco: 8-31-a--01 42-249,1 LOOMIS 13630 58th Street N., Suite #110 Clearwater, Florida 33760 ;t N. Suite #110 1-24x8 'ida 33760 DATE PREPARED ROTTLUND HOMES Phone: (727) 524-1818 11-01-06 FOR: 4-1818... .Fax: (727) 524-6090 4 5090 -18 DATE DESCRIPTION BY FILE S NTT E; AfD EASEN LA Ob61658 SHEET 2 OF 2 SHEETS REVISIONS FLORIDA REGISTERED LANDSCAPE ARCHITECT LANDSCAPE i SECTION 32, TOWNSHIP 28 S., RANGE 16 E., PINELLAS COUNTY, FLORIDA LEGEND A/C = AIR CONDITIONER UNIT BLDG = BUILDING © = BACKFLOW PREVENTER (C) = CALCULATED DATA ~ =BOLLARD or POST CCR = CERTIFIED CORNER RECORD ca =BOX, CABLE TELEVISION CLF = CHAIN LINK FENCE Ee =BOX, ELECTRIC UTILITY CMP = CORRUGATED METAL PIPE ~ =BOX, ELECTRIC UTILITY (TRANSFORMER) CONC = CONCRETE ® =BOX, TELEPHONE COR = CORNER )x =DECORATIVE LIGHT POLE CPB = CONDOMINIUM PLAT BOOK C T = CURB TIE ~ =FIRE HYDRANT 40 20 0 40 = DEED DATA FLAGPOLE DB = DEED BOOK ~ =FLARED END SECTION DIP = DUCTILE IRON PIPE ®=GRATE INLET ECMP = ELLIPTICAL CORRUGATED METAL PIPE ~ =GROUND LIGHT SCALE;1 ~ =40 EL = ELEVATION ~ =GUY ANCHOR EP = EDGE OF PAVEMENT ~ =LIGHT POLE, CONCRETE I i ERCP =ELLIPTICAL REINFORCE CONCRETE PIPE =LIGHT POLE, METAL ~ ~ ~ (F) = FIELD DATA ~ =LIGHT .POLE, WOOD FCM =FOUND CONCRETE MONUMENT ~ =MAILBOX ~ FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION FIR - FOUND IRON ROD 0 =MANHOLE, ELECTRIC ' FND = FOUND NAIL & DISC ©=MANHOLE, GREASE TRAP W I, - - - - _ - FOP = FOUND OPEN PIPE 0 =MANHOLE, SANITARY SEWER (y,~E~ IE1. ~ ~f~ ~~L~.~~' ' ~'~~~y t~ ~ o FPP = FOUND PINCHED PIPE ~ =MANHOLE, STORM SEWER - - - Z I- -1------------_.___ - FCM 4"x " ~..U. .~%~t-~ I~I,Y~,7, ~%1 ,''`~-~J ~ ~ ~ FRRS = FOUND RAILROAD SPIKE ~ =MANHOLE, TELEPHONE g F/T = FENCE TIE EM =METER, ELECTRIC ~ PRM stl3 ' ' SOUTH LINE OF CHAUTAUQUA LAKE EST TES ~ FXC = FOUND X-CUT ~ =METER, GAS NOO'00'23"E (L) N ~ QI _ - 30.58' (L) N ~ • s u ~ w ~ GE = GRATE ELEVATION Rrn =METER, RECLAIMED WATER ~ ~ o IE = INVERT ELEVATION? =METER, WATER SECOND AVENUE SOUTH S89 4210E 697.1 N00 44 34 W 6 I ~ 88 54' w ~ (L) = LEGAL DESCRIPTION DATA 60' R W P.B. 9 PG. 52 ' FCM 4x4 30.57 „ 889°40'51 "E (L) 68~ JD #100 ~ ~ LB = LICENSED BUSINESS ~ =MITERED END SECTION PRM LB 6113° 688.95' (L) FCM 4"x4" ~ a ~ LS = LICENSED SURVEYOR Mw =MONITORING WELL "PRM LB 6113" 25. 0' ~ ~ MAS = MASONRY ® =PEDESTRIAN CROSSING SIGNAL SECOND AVENUE SOUTH (R/W vACATED) ~ w a MHW = MEAN HIGH WATER ® =SANITARY CLEANOUT I JD #101 °j a w NP = NORMAL POOL ~ =SCHEDULE B-2 ITEM . 185.14 FIR i/2" ~ S89 43 32 E I ABZ ~ ~ j 0/A = OVERALL ®=TELEPHONE RISER 5D(P) 45'{P) 45'(P) a5'(P) 45'(P) 45'(P) 45'(P) ~ 45 (P) 4`i(P} 45(f'j ~ 45' P 50' P 50' P 45' P 104.55'.f' 1 c) ~ N o ~ , ~ OR =OFFICIAL RECORDS BOOK =TRAFFIC SIGN ID4.55'(Pj ~l w o (P) = PLAT DATA 1 1 4.75' L ( ) FIR /2 S89 4 51 E (L) ~ GRANT OF EASEMEN ~ r®=TRAFFIC SIGNAL BOX NT OF EASEMENT 20~ JD #1¢2 ~ ~ PB = PLAT BOOK ABZ [-1 ~ O.R, 4980, PG. 200 FIR I/2" 4980, PG. 2008 ~ ~ ~ PG = PAGE ®s =TRAFFIC SIGNAL POLE I (f1 3 ~ PLS = PROFESSIONAL LAND SURVEYOR =UNDERGROUND CABLE TELEVISION MARKER S 0.76' w z.to' POB = POINT OF BEGINNING ®=UNDERGROUND CABLE TELEVISION WARNING SIGN 01 ~ s~ ~ ~ ~s~ JD X103 t ~ POC = POINT OF COMMENCEMENT =UNDERGROUND ELECTRIC MARKER d° v O ~ N PRM = PERMANENT REFERENCE MONUMENT ® =UNDERGROUND ELECTRIC WARNING SIGN PSM = PROFESSIONAL SURVEYOR & MAPPER ~ =UNDERGROUND FIBER OPTIC MARKER 3~ ~1 .~O 2.9 ~ 2(~~ 25 ;~q- 21 20 ,~'S~ ~ P/T = PAVEMENT TIE ®=UNDERGROUND FIBER OPTIC WARNING SIGN 1 N ~ ~ 19 c, O - - " " JD #~03 JURI DICTIONAL LINE J W PVC = POLY VINYL CHLORIDE _ .UNDERGROUND FORCEMAIN MARKER ~ RCP = REINFORCE CONCRETE PIPE Fws =UNDERGROUND FORCEMAIN WARNING SIGN O O nj ~O O ° ~ RLS = REGISTERED LAND SURVEYOR =UNDERGROUND GAS MARKER O Z 9 JD #104 ~ ~ R/W = RIGHT-OF-WAY ®=UNDERGROUND GAS WARNING SIGN ~ > ~ SEC = SECTION C 1 ~1 ~ ~~I~~. ,1 ~a ~.l . ~ w ~ ~ =UNDERGROUND RECLAIMED WATER MARKER / ~ Q SHW = SEASONAL HIGH WATER SEE S EET 2 FOR LOCATI N W SIR = SET IRON ROD 1/2 LB 6113 ~ =UNDERGROUND RECLAIMED WATER WARNING SIGN ~ N N w ~ SND =SET NAIL & DISC LB 6113 ~(=UNDERGROUND SANITARY SEWER MARKER Bfi1.19' (L) ~Y~~~ 1..:- ~il~ ~ l~l ~ OF IM ROVEMENTS ° „ I N89 40 51 W (L) 1' W L ~ i ~ J ~ ~ SR = STATE ROAD ®w =UNDERGROUND SANITARY SEWER WARNING SIGN _ I__ _ _ Q oo Q S T = SIDEWALK TIE =UNDERGROUND TELEPHONE MARKER ~ JD~ #10 ~ ~ X j STY = STORY rw =UNDERGROUND TELEPHONE WARNING SIGN FIR 1/2° 4,789 ACRES _ ABZ gg SW = SIDEWALK ~ =UNDERGROUND WATER MARKER ~ A o~a 2~p ~ 1,.1'. p~f.d ~ ~ r~ w w ~ d ~ TBM = TEMPORARY BENCH MARK wQ =UNDERGROUND WATER WARNING SIGN 60' R/W - PB 9, PG 52 ~ ~ JD #106 ~ ~ Q o (TYP) = TYPICAL c~ =UTILITY POLE, CONCRETE ~ _ ~ 16 0 ~ ~ VCP = VITRIFIED CLAY PIPE (n L r; w o w ~ =UTILITY POLE, METAL 3 w w L'-1 ~ JD #107 a ~ ~ ~ ~ W/ = WITH ~ =UTILITY POLE, WOOD WF = WOOD FENCE Y Q ~ ~ ~ W/T = WALL TIE cv boa =VALVE, GAS J > w ~ o o Rv Boa =VALVE, RECLAIMED WATER I(~ 1~ ~q. I ~ Q ~ > J ~ U a _ + 25,25 =POINT OF ELEVATION sv ova =VALVE, SANITARY N . ~ ~ O ~ ~ 25,2' =DIMENSION FROM BUILDING TO =VALVE, WATER O j . ~ zlo ~ o - BOUNDARY /RIGHT-OF-WAY LINE Ow =WELL ~ JW OJ O ~ o ~ m STORM CURB INLETS 0 = CONCRETE ~ JD #108 ~ ~ ~ 0 ~ ~ ~ U = ASPHALT ~ Z - 3.19' I w ~ ~ =CONCRETE PAVERS ro Q~¢ r = BRICK 50'(P) 4~'(P) ~5'(Pj 45'(P) '~`~(P} 45'(P) aS"N~~ 45' P~ 45' F' ~ n~';~~• ~ y, I t~ FIR 1/2" r FCM J~'15~(~'i v w J ~ =TOP OF BANK ABZ 742.95 ' ~ ~ W,, FCM 4"x4" SIR ~ _ =TOE OF SLOPE or CENTER LINE OF DITCH W/ NNL i ~ = 6' CHAIN LINK FENCE UNLESS OTHERWISE NOTED N N89 40 51 W (oN (ON LINE) ' " JD #109 =OVERHEAD UTILITY LINES N01'48'19"E- ~a 9 E ! r - -G- - - G- - =APPROXIMATE LOCATION OF UNDERGROUND GAS LINE o 30.01 THIRD AVENUE SOUTH J~ ° - 33, 2'~. 129,73 _ ~ - -W - -W- - =APPROXIMATE LOCATION OF UNDERGROUND WATER LINE ~m SIR ~ 163.65' N89'40'S1"W - fit- - -R- - =APPROXIMATE LOCATION OF UNDERGROUND RECLAIMEID WATER LINE 5,03 ADDITIONAL R/W OR 8304, PG 1130 J JD #110 CENTERLINE OF THIRD (3rd) - -12° PVC- - - =APPROXIMATE LOCATION OF UNDERGROUND SANITARY SEWER LINE I AVE~JUE SOUTH EXTENDED -24° RCP =APPROXIMATE LOCATION OF UNDERGROUND STORM SEWER LINE J ~ i ~ 0 8304, PG 1130 ~.d 1 i.~ .t ~ ~~l ~~1 @` L ~ l~f~~~ 1 0 1 pp.% ~g1 p7-~~p~~y J tlq .k LAs Y~l.~ ' r - I i r - f' ~ - , 1. l I NOTES 1, UNLESS OTHERWISE INDICATED ALL BEARINGS AND DISTANCES SHOWN HEREON ARE FIELD MEASURED, BEARINGS ARE BASED ON THE SOUTH LINE OF CHAUTAUQUA LAKE ESTATES P.B, 128 PG. 39-43 AS BEING N,89'42'10"W, 9. SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY" IS UNDERSTOOD TO BE )ERSTOOD TO BE AN EXPRESSION OF A V E fl T I F I C A T I O N ' PROFESSIONAL OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMA THUS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY. ~WLEDGE, INFORMATION AND BELIEF, AND THAT IT LINE TABLE LINE BEARING DISTANCE CERTIFIED T0. ROTTLUND HOMES OF FLORIDA, INC. 2. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, ADDITIONS OR DELETIONS TO SURVEY MAPS OR L1 S02°04'09"E 21.84 ~~N~~ ''a REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED, 10, UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIPTION AND EASEMENTS SHON EASEMENTS SHOWN WERE FURNISHED TO POLARIS L2 808'50'50"W 15.41 I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMWMI1TECHNIC~a•{ ~NDARDS ZCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, Q N ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBI DESCRIPTI I`i 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, DEEDS, ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVE )N OF THIS SURVEY AND THERE MAY BE L3 S18°21'46"E 25,65 SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN (Y-14~kTER•''E1G17~,6, ~F1y0RJDA ENCROACHMENTS IMPROVEMENTS STRUCTURES OR FOUNDATIONS. UNDERGROUND UTILITY LINE LOCATIONS IF ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS LOT 1 THROUGH 16, INCLUSIVE, BLOCK 37, TOGETHER WITH THAT PORTION OF VACATED LAKE SHORE DRIVE, UNIT N0. ( 'ECORDS OF THIS COUNTY. L4 804'28'31"W 45.41 ADMINISTRATIVE CODE, PURSUANT TO SECTION 472,027 FL RIDA STATUTEStir-,~'~~~~ 1~,;,'~,'~~ L5 S04'10'06"W 27,41 ~ ~ 11 ~ " l ~ 1 SECTION A CHAUTAUQUA ACCORDING TO THE MAP OR PLAT THEREOF A5 RECORDED IN PLAT BOOK 9, PAGE 52, SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE SURFACE EVIDENCE, 1 I UR Y WA PR PAR W T T , 1 , TH S S VE S E ED (THOU THE BENEFIT OF AN ABSTRAC OF TITLE AN APRIL 25, 2005 ;x ; r. . FACT OF TITLE AND MAY BE SUBJECT TO L6 S07°11'56"E 23,84 DATE OF FIELD SURVEY " ' ` ~ ? ~ ~ ' PUBLIC RECORD OF PINELLAS COUNTY, FLORIDA, EASEMENTS, RESTRIC110NS, RIGHTS-OF-WAY AND OTHER MATTERS OF RECORD, 4. RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WA5 INTENDED, WITHOUT WRITTEN VERIFICATION, S OF RECORD, ~ lV ~ „p L7 816'53'25"E 55.25 P ~ ' AND WILL BE AT THE RE-USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE LS S04°33'58°E 37,72 JOHN WEIGLE, PLS ~ ~ • CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE TO WHOM CERTIFIED. 12. ELEVATIONS SHOWN HEREON ARE BASED ON PINELLAS COUNTY VERTICAL STATION ERTICAL STATION "CAMPUS J" HAVING AN L9 802°50'38"E 17.91 PROFE SIGNAL LAND SURVEY ~:k'. ti~~ ° ~ ',~,~7 THAT UNPLATTED LAND IN SECTION 32, TOWNSHIP 28 SOUTH, RANGE 16 EAST, WHICH IS BOUNDED ON THE NORTH BY ELEVATION OF 91,185 NGVD 1929. SOUTH BOUNDARY OF LOT 17, BLOCK 37 EXTENDED EAST, ON THE WEST BY THE EAST RIGHT OF WAY LINE OF LAKE 5, ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. ALL PERIMETER BEARINGS AND DISTANCES ARE L10 S48°22'38"W 33,06 STATE OF FLORIDA LS X5246 G.,%'.,,,,, , L11 S45'15'59 W 21.64. ,r,~,,,~_,,, ~r7, SHORE DRIVE, ON THE SOUTH BY THE CENTERLINE OF 3RD AVENUE SOUTH EXTENDED EAST, ALL OF SECTION A, UNIT ALSO FIELD MEASURED UNLESS NOTED. L12 S31'30'05°W 28,55 ~ ~~~'?'~~'T~y~:~ir~~, 1, CHAUTAUQUA SUBDIVISION, AS RECORDED IN PLAT BOOK 9, PAGE 146, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AND ON THE EAST BY THE WATERS OF LAKE CHAUTAUQUA. 6, JURISDICTIONAL LINE (FLAGS} SET BY ARMSTRONG ENVIRONMENTAL, L13 S39'29'01"W 34.30 L13A 837°11'38"E 23.60. AND 7. THE SITE 15 SITUATED IN FLOOD ZONE A AND X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12103000886, EFFECTIVE DATE SEPTEMBER 3, 2003 L14 S23°42'47"E 29.86 PROJECT; A TRACT OF LAND LUNG WITHIN SECTION 32, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA AND (MAP INDEX NUMBER 12103CIND1A, EFFECTIVE DATE SEPTEMBER 3, 2003). POLARIS ASSOCIATES, INC. AND THE L15 S14°12'24"E 24.40 LAKE CHAUTAUQUA II L16 875°21'19"W 15.36 BEING LOTS 17 THROUGH 32, BLOCK 37 OF THE PLAT OF UNIT N0, 1 - SEC. A CHAUTAUQUA "ON THE LAKE" AS SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION, THE AUTHOR OF ~ RECORDED IN PLAT BOOK 9, ON PAGE 52 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA ALONG WITH THAT THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING L17 S09'22'23"W 49.65 TYPE OF SURVEY; CERTAIN PROPERTY DESCRIBED AND CONVEYED IN O.R. BOOK 7854 ON PAGE 1817 OF THE PUBLIC RECORDS OF JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS I L18 S16°18'08°W 39,18 BOUNDARY AND TOPOGRAPHIC SURVEY PINELLAS COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT °THIS MAP IS FOR USE IN L18A S06°07'59"W 30.00 a' ~ ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM°. BEGIN AT THE SOUTHWEST CORNER OF LOT 32 OF SAID BLOCK 37; THENCE N OD DEGREES 00'23"E ALONG THE EAST L19 L S18°28'00"W 44,42 PREPARED FOR: a RIGHT -OF-WAY LINE OF MAIN STREET, FOR 102.49 FEET; THENCE S 89 DEGREES 40'51"E, ALONG THE SOUTH 8, ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE L20 L sot°26'42"w 50.00 ROTTLUND HOMES OF FLORIDA, INC. ~ RIGHT-OF-WAY LINE OF SECOND AVENUE SOUTH, FOR 184.75 FEET TO THE NORTHEAST CORNER OF LOT 29 OF SAID PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO S BLOCK 37; THENCE, LEAVING SAID RIGHT-OF-WAY LINE, N 00 DEGREES DO'23"E, FOR 30.58 FEET TO THE CENTERLINE ANY DETERMINATIONS OR DE51GN, L21 L S20°21'23"E 21.54 L22 L S12°45'l7"W 21,21 OF SECOND AVENUE SOUTH; THENCE S 89 DEGREES 40'51°E, ALONG THE CENTERLINE OF SECOND AVENUE SOUTH, AS SHOWN SAID PLAT, FOR 688.95 FEET TO ITS INTERSECTION WITH THE WATER'S EDGE OF LAKE CHAUTAUQUA; THENCE POLARIS ASSOCIATES INC. z ~ SOUTHERLY APPROXIMATELY 137 FEET ALONG SAID WATER'S H , EDGE, (T E FOLLOWING FOUR (4) COURSES BEING USED vi . ~ ~z ~ m FOR CLOSURE PURPOSES); (1) THENCE S 18 DEGREES 2B' 00 W. FOR 44.49 FFFL• (91 THENCE S O1 ffFl;RFFS 9F 49 W. DD/1000C1~1AIA1 CI IDI/J- VIA1/~ I D ~1 1 Z r t~ FOR 50.00 FEET; (3) THENCE S 20 DEGREES 2123"E, FOR 21.54 FEET; (4) THENCE S 12 DEGREES 4517"W, FOR 21,21 rnvr~~`'? 590 SUITE 17 "u v? ? c FEET TO THE INTERSECTION OF LOT 17 OF SAID BLOCK 37; THENCE N 89 DEGREES 40'51"W, ALONG SAID EASTERLY 2915 S.R. Nk'J j EXTENSION, SAID SOUTH LINE OF LOT 17 AND THE SOUTH LINE OF LOTS 19 THROUGH 32 OF SAID BLOCK 37, FOR a 861.19 FEET TO THE POINT OF BEGINNING, AND CONTAINING 2,50 ACRES, MORE OR LESS. CLEARWATER, FLORIDA 33759 n N ~'n (727) 669-0522 06-08-05 -08-05 1 ADDED JD FLAG #'S 103A & 110 JW ' O C CHECKED BY: SCALE; DRAWN BY: JOB NO. DRAWING PATH; SHEET DATE NUN 00 N DATE NUMBER REVISIONS BY JDW 1" =40' ACAD 2850-06 H;\JN\2850\SOUTH\2850-O6TREES.dwg 1 OF 2 I x I SECTION 32, .TOWNSHIP 28 S., RANGE 16 E., PINELLAS COUNTY, FLORIDA LEGEN D A/C = AIR CONDITIONER UNIT BLDG = BUILDING BACKFLOW PREVENTER (C) = CALCULATED DATA • =BOLLARD or POST CCR = CERTIFIED CORNER RECORD ca =BOX, CABLE TELEVISION CLF = CHAIN LINK FENCE EB =BOX, ELECTRIC UTILITY CMP = CORRUGATED METAL PIPE ~ =BOX, ELECTRIC UTILITY (TRANSFORMER) CONC = CONCRETE ® = gOX, TELEPHONE COR = CORNER kt =DECORATIVE LIGHT POLE CPB = CONDOMINIUM PLAT BOOK C/T = CURB TIE ~o =FIRE HYDRANT 40 20 0 40 D) = DEED DATA FLAGPOLE DB = DEED BOOK ~ =FLARED END SECTION DIP = DUCTILE IRON PIPE ®=GRATE INLET ECMP = ELLIPTICAL CORRUGATED METAL PIPE ~ =GROUND LIGHT SCALE:1 ~ =40 EL = ELEVATION F =GUY ANCHOR EP = EDGE OF PAVEMENT =LIGHT POLE, CONCRETE ERCP = ELLIPTICAL REINFORCE CONCRETE PIPE ~ =LIGHT POLE, METAL (F) = FIELD DATA ~ =LIGHT POLE, WOOD _ _ F N I ' - FCM =FOUND CONCRETE MONUMENT i _ ~ FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION ""e =MAILBOX 92.45 r- 92.61 4' CONCRETE SIDEWALK ~ 91'2 f 9211 i ~ ~ I 84.8___. FIR = FOUND IRON ROD QE =MANHOLE, ELECTRIC ~i J 5 1'; ~ 7 8 .S q- ~ ( FND = FOUND NAIL & DISC ©=MANHOLE, GREASE TRAP FOP = FOUND OPEN PIPE ~s =MANHOLE, SANITARY SEWER - - - ~ W . - _ - 1 1~ I 9l FPP = FOUND PINCHED PIPE pp =MANHOLE, STORM SEWER F~+ COLUNM I r -r ~-r~ , r r .7 r 6' PLASTIC FENCE j I i~,r'.i~.~ Tf~ ~1 ~j~ L~~h' , .~f~ ,j~"~ i 1 9G.4 90.5 FRRS = FOUND RAILROAD SPIKE ~ =MANHOLE, TELEPHONE I II 90.1 i ~ F/T = FENCE TlE EN =METER, ELECTRIC I 92,22 92.21 ~ -~-----o---.--.a....-_-- I g~ v- ,~y*:,r )7 ,Cti C 9,42 i .l ..(J. ~f:rL~°y .1-~.~J. r~~ ~tJ I 1 TBM FXC = FOUND X-CUT ~ =METER, GAS SN&D IN 18"PINE i GE = GRATE ELEVATION RM =METER, RECLAIMED WATER , ~ ~4 92.19 92.18 + 92.3 + 922 15' + 91.8 _ _ . _ ,I _ -_L _ - - - 92. 6' 12° 1 I ELEV=90,82 I IE = INVERT ELEVATION ~ =METER, WATER ...__.L_ (L) = LEGAL DESCRIPTION DATA 7„ 17 1 18" 7„ Q =MITERED END SECTION LB = LICENSED BUSINESS 0 ~ 6" 4" 1 ~ gl,g 6' PLASTIC FENCE 90.2 + 92.4 7 7.. 7„ 1 8 „ 4., " 884 LS = LICENSED SURVEYOR Mw =MONITORING WELL MAS = MASONRY =PEDESTRIAN CROSSING SIGNAL 6" 5 5" „ 1 1 1p" „ 7„1 ~ ~11 4" 6 11 1 1 112115 +90.6 EDGE OF SHRUBS "g~»„ 5° 6 E /8" / 6 Q 6 6 18„ 5° 6» ' Q ~ 83.03 MHW = MEAN HIGH WATER ® =SANITARY CLEANOUT 9' DIRT DRIV~,WAY „ „ 5„ 15'V„ - _ - - - ~ 6- - 6„ 7 11" 5 6' NP =NORMAL POOL d =SCHEDULE B-2 ITEM 10" 12" 0/A = OVERALL ®=TELEPHONE RISER / 15„ 17,E -8- ~ ~ „ 4° ® 1 „ „ ~ Y „ 10„ g. 1 19 Q8 9 5 17 113 , T pRIVE`NA ~ 16-- g°- _ ~6 „ ® 10° „ „ „ 8„ 4^ 6., 7 „ g' DIR ` _--8" 13 ® " g „ ~fi"„ 5 ® OR = OFFICIAL RECORDS BOOK =TRAFFIC SIGN 13 q^ p9~ (P) - PLAT DATA - fi-------- = - - - ------.~-r-..__„ - - - 11 9 - 113 92.08 92.26 92~ 50'(P} 5'(P 12" 45'(p) 6 1 +91.8 1.9+4~ P) " fiQ~~S~(P) „ 45'(x') 6' )+91.6 45' P X1:5 45(P) ~ 45'(PN12 + 1.0 45(P} 7" 5Q'(P +912 " '1 5 5` P 8 5~ ~ Q5 ~89.845'(f~„ „+89. , ~0~:} ~ 5~~ „ - r®=TRAFFIC SIGNAL BOX - 0 ---5(~~~~~,(F, 4" 8„ PB = PLAT BOOK ~ =TRAFFIC SIGNAL POLE 92 33 1 7 1 5 91. 0 5~ 1„ 1 8 91.7 1 91.6 1 14„ i 91.4 7 8 8 1 "7 9„ 5 6 7'® 88. ~ / ~ 0~ 4 „ 7"~ 883 ~11° 0 +87.6 +85.9 PG = PAGE =UNDERGROUND CABLE TELEVISION MARKER 1 18,12" +91.4 7.. " 4„ ~ 9„ 8„ 7„ " 9" 1 ' 9~~~11"„ ~ " „ „10 6„ 1.. 1 1 5 6» 7 Q ~ ~ ® 7~ 1 18' 8 ® Qg 7„ 6 r-~ 12 LENS S.E.° 11"„ ,18 6 1 / ^ ~ 7 \ „ 0 8 ® 6 0 ~ „ 7" 7.6" „ p4" PLS = PROFESSIONAL LAND SURVEYOR ~ UNDERGROUND CABLE TELEVI510N WARNING SIGN 1 p6 POB = POINT OF BEGINNING ® - F~+ 1 7 1 1 1 Q 7 » D4 8 " 13" 8 1 „ „ 9" ~ 1 " CONCR TE 9 ^ ~ OVER ,QNG ~12 12 1 6 " ®7" I POC = POINT OF COMMENCEMENT =UNDERGROUND ELECTRIC MARKER „ 6„ ~ „ 7 9 8 10 7 0 „ 1 7" 10 'f 8 1° 5 BOX FI LED (1 ® ~0 Q 14" " ® 1 ~5" ®8~~ PRM =PERMANENT REFERENCE MONUMENT ®=UNDERGROUND ELECTRIC WARNING SIGN / .l ~'7 p5" PSM =PROFESSIONAL SURVEYOR & MAPPER ~ =UNDERGROUND FIBER OPTIC MARKER 13 1 „ 18 „ Q ® 12 QQ ~ 1 6" 9" 9 6 ~ „ 7 WITH DIRT 8J Q 1 1 ~ 6" W~L 7., s/ „ ro \ 5.. i6 g., 1~» ~ 7` 1g 7" ~ ANTE A 10" P/T = PAVEMENT TIE ®=UNDERGROUND FIBER OPTIC WARNING SIGN „ / 5 1 Q ~ 12 \ 12 ENS 5,~ 1 ~ n r" r „ » 1 ^ © PVC = POLY VINYL CHLORIDE =UNDERGROUND FORCEMAIN MARKER RCP - REINFORCE CONCRETE PIPE 93.6 91.6 ' 9 .6+ 12^ f ~ 91,8+ ~ ~ " J~4" 19 91,3 ^ r- 1 r, , 8., 91.0 „ } ~ 6~---- a )1 O 91.7+ 1 1 + 1 1 ~ \ + 9229 3,_ 11" 6 " ~ 1 „ l~J +91,5 + - ,1 + 1,2 Q" 2~ 90.5 89, r + SANITARY MANHOL 92.55. 92.32 ~ 1 15 ~ 111 91.7 7" ~ 91.0 - 1~ „ ~ ~ ~ 89.1 + p~i~° p13" 4»»" - Fws =UNDERGROUND FORCEMAIN WARNING SIGN +88.1 +872 RLS = REGISTERED LAND SURVEYOR =UNDERGROUND GAS MARKER RIM ELEV.=92.48 0 1 "6" 12" 9" Ig, „ 6 WOOD 11 19 5" + 4" R W = RIGHT-OF-WAY ~ 85,9 / ®=UNDERGROUND GAS WARNING SIGN INV, N -75.72 1 1 1 9 SHED 1 O 5" ~ 6" ® 15" INV.(S)=75.71 113" " Ifi" 1 5~ 7° I „ " 10" WATE PUMP 2 STO Y 15~ „ 12" 4" SEC = SECTION 24" R =UNDERGROUND RECLAIMED WATER MARKER 15' 15" 0 SHW = SEASONAL HIGH WATER 10 1 1 - ! 4 , Y! INV,(S)=81.51 1 '8„ 17 ~ir~~~ (~~P.~» ~d a~,~~ 1 1]2 PVC WOOD G6li~ ~G6" 7 4" p14 SIR = SET IRON ROD 1/2" LB 6113 ®=UNDERGROUND RECLAIMED WATER WARNING SIGN 8 P,V.C. MH 14 " 110 1 r'~ 11" Y 8 0g BUILDIN ~a/ 18" QTMG7 ~ 0 SND = SET NAIL & DISC LB 6113 =UNDERGROUND SANITARY SEWER MARKER ~ X15 6" ,4° SR = STATE ROAD ®w =UNDERGROUND SANITARY SEWER WARNING SIGN 5 ELEV. _ .49 ~ 1 10"~ 24" - 2, 113 1 15" 1 _ ~ r , r + ~ ~8" 1 '24" S/T = SIDEWALK TIE =UNDERGROUND TELEPHONE MARKER x 9 91,91 9 30 92.18 6„ + 91.4 + 91.5 + .3 - + g~------ 1.1 + 912 + 91. -gam - 89,9 + 89.0 ~1° "-----r~- X12" STY = STORY. rw =UNDERGROUND TELEPHONE WARNING SIGN 13" ~ 5" SW = 51DEWALK w =UNDERGROUND WATER MARKER ------------------c~---_._._.--____ - IZ 1 7„ 7„ 1 +86.9 -87.0 I 12,. TBM = TEMPORARY BENCH MARK Q =UNDERGROUND WATER WARNING SIGN 5° ~ 6" (TYP) = TYPICAL 1 „ 18" Ig„ ~ „ Q -v ~ "5" 10" W TER PUMP Q6„ 6 8 „ 1 „ 4 11 ~ „ 0 4 PVC 4 p c~ =UTILITY POLE, CONCRETE X17" 6" 4" VCP = 14TRIFIED CLAY PIPE 10" 6 6" 9 „ 0 7" '1 (j ® ~ 9 0 W/ = WITH =UTILITY POLE, METAL 1 5"„ 0„ „Q ~ 5" 0 4" ~ 4 13° 5 ~ 1l~ 11" " ~ „ 11 l~I 23" ^ " D4" I 5° 16» WF = WOOD FENCE ~ =UTILITY POLE, WOOD ® ,p6„ W/T = WALL PE cv ~ =VALUE, GAS 17° 111 1 ^ 111 " / 119 5., 9.. p " ~®~g Q7 Q4 1 112 1 6 111 5° ®4 ~4" Q 6 Q p6 Rv Do4 =VALVE, RECLAIMED WATER 115 1 10" „ 6» 7 4" 6 „ „ 1 ,29„ X22" I 13" + 25,25 =POINT OF ELEVATION svooa =VALVE, SANITARY . , 91.48 91.53 '2 14+ 1.3+ 91 + ~ - 89,8 6"~9" 5 9LG7, 2 9 1 ~ 1 "2 F1 91,4~C 6"]+91.0 +91.1 11' +91. 1 ~ ~ " „ 90.7 ` 4 ~ „ D 88,7----_-.__.._----__._ ~ 18 12 8 ® " 8 ® g" 6° „ ~ 3G" " 25,2' =DIMENSION FROM BUILDING TO =VALVE, WATER _ +'88.0._-... f 12,-- I ~ ~ 17 - ~ =WELL o SN&D IN 14'PINE 4 ~ » Q ~ 10 12" I0" 5 19" 5 6 „ 7„ BOUNDARY /RIGHT-OF-WAY LINE ELEV=92.97 .113" 110" ~ 113"x' 5'Q 6" 1 ®®6„ 78"„ 1 „ 17" " Q 4' „ Q 7 „ ~ „ 5 1„ ~1 „ 5" p7" ~ ~ GJR/ B I~ ~ ~ ~l = ASPHALTE 14 13" „ 4'Y7„ ®5 15" i 0 7 5 6„ ,Q6 1 6" 10" ~ 5 110" D„ Q 5»Q ,®8 , q(13" 16" 4112 ~T8~17, 1 ~ 1 4" I„ 9 14" 5" ~ ~a / , I I 7 CIS" I ~.I X13» " .~j~ =CONCRETE PAVERS 9" 1 1 1 ' 1 ~ g" 12" 8 Q 5®. ® 6.. 118" ~ Q ~ Q6"Q7u®1 Q 8 8.. ,14 8 +~8" X8'$6.7 ~3d p 5" = BRICK X10" p ®5" =TOP OF BANK e f 4;i' ~f 17,. 45 Pl ~ 1 6„ 11^ 12° „ ~ ~ 6" ~ „ 0 1 8" 5° ~5" 1 91,18 `-0'('j ~'j 4~(Pj 45'(1'} 8^ l , 45 (F} 6 45'(P) 91.2 45(P} 45'~'~ ~ Og 45' P~ ~ „ i6 ~ y^ x1.19 (i 7 5a (P) 50 (P) ® 7 T~ (N) y~7~;~(I yl~l~r'1 ~ I 16" =TOE OF SLOPE or CENTER LINE OF DITCH , ~ . , . 6 9133 .a 7" 8.. ~p 1.4 „ ' 4' CONCRETE SIDEWALK ~„8„ 7" 5" ®9 11~~Q Q®7 Q5„ 6"5" 6" 6" 5"6' 8" 7~~ 10 2„ X17„ ~14~4~~ 48» ~ = 6' CHAIN LINK FENCE UNLE55 OTHERWISE NOTED ®13" „ ®12"7° „ „ S" 11 +89.1 Q Q p13" ~ 8" 14" ,15" i p4^ i6" 5" =OVERHEAD UTILITY LINES O I 1A X14" 10^ - -G- - -G- - =APPROXIMATE LOCATION OF UNDERGROUND GAS LINE 10 I2^ 6 7 +90.4 Oy+89.6 8 1 +90,4 „ „ Q10 1 1113° 5" ~12 6 + 90,6 + 90.2 91.35' 11" 1 14^ 9 ~ ~2J" 5 13° 6 11" - -W' - -W- - =APPROXIMATE LOCATION OF UNDERGROUND WATER LINE 90,61 +89.9 Q5113 +90.9 13" ®6" 90.50 ~ ,3" THIRD AVENUE SOUTH 6" ° X13" p6" X17" X29" pl ~7" 78" g" - -F- - -F- - =APPROXIMATE LOCATION OF UNDERGROUND FORCEMAIN - -R- - - R- - =APPROXIMATE LOCATION OF UNDERGROUND RECLAIMED WATER LINE 90,46 90.42 90.35 90.30 90.14 i s" 90.14 90.9 ASPHALT PAVLh1ENT + 7" p7" I 0" ~ ~ 8"+ +6 5' 4„ 5 - -12° PUC• - - =APPROXIMATE LOCATION OF UNDERGROUND SANITARY SEWER LINE / 90.13 9Qr,F X057 6 6„+55" 4" q„ -24" RCP =APPROXIMATE LOCATION OF UNDERGROUND STORM SEWER LINE + 91.02 i-- - - - , 9a 51_ _~~_y0„i5` 90.12 I + 86.1 , + i 8' 8" 6» i = sc - _ _ _ _ ._5015--- _ _ ~ AREA OF 7$ ±8'4" ++83.3 ,4 w iNV; = aa:~3 '7 90.42 90.41 9023 90.30 90,15 32 PUNK 90.08 ' TREES ~ l ~'7 (,.r 7 r7 - - 9~2h l~ 11'~a. 1 ~L ~'II~1V ~ - - 8.97 90,02 l~~! r' r ] ~.7 CAL ~ ~t~ ~I. 01~ Tl~ L.~hL s~, „ 1.., 1 s; 36 R.C.P. Y ~ r~ 3C a~ Z I 2 ~ ~ 1.~ i' _ r- , 1 l ll I' TREE LEGEND ® =BAY TREE = BOTTLE BRUSH TREE Qi =CAMPHOR TREE Q =CEDAR Qo =CHINABERRY TREE 0 =CITRUS TREE 4 =CYPRESS TREE Q =ELM TREE Qi =EUCALYPTUS TREE 0 =MAGNOLIA TREE ®=MAPLE TREE =MULBERRY TREE =OAK TREE PROJECT; I! Q =OTHER SPECIES LAKE CHAUTAUQU A II =PALM TREE ~i ~'1 =PECAN TREE TYPE OF SURVEY; ®=PERSIMMON TREE BOUNDARY AND TOPOGRAPHIC SURVEY a =PINE TREE 0 a ~o PREPARED FOR: ~ SYCAMORE TREE ? ~ a ~ N a Q=WAX MYRTLE TREE ROTTLUND HOMES OF FLORIDA, INC. ~ ~ m~ ~ o S Q~ =WILLOW TREE ~ i~ N d POLARIS ASSOCIATES INC. ~ ® ~ 'O nm W nnnrrnn~n?i~i n~in~~rvu~n ~n na~~ ~ ~ f-MUrtZ)OIUIVAL JUMVt TI?VU LG 01 J SEE 0 SEE SHEET 1 FOR BOUNDARY SURVEY INFORMATION 2915 S.R. 590 SUITE 17 CLEARWATER, FLORIDA 33759 (727) 669-0522 J-i 0 06-08-05 O 08-05 1 ADDED JD FLAG #'S 103A & 110 JW CHECKED BY. SCALE; DRAWN BY: JOB NO. DRAWING PATH: SHEET 00 DATE NUME NN DATE NUMBER REVISIONS BY JDW 1" =40' ACAD 2850-06 H:\JN\2850\SOUTH\2850-06TREES.dwg 2 OF 2 ~i x ~ n u ~ ' I QJ.I I I 41.4 r ~ 1 ~~u. r 1 80.9 92.6 913 84.5 I yr ~ I I ~I 8+.5 I ~ I ~ I I I s,.~ I I I iri I I ~~::1 1 2 3 9,.2 84.8 vl' I ~ ca 8 u~`I N00°44'34"W o° I I "F'1 30.57' C~~~ ~r ~f-'~ 11 9C,4 9C.5 - I I Exist, G` Fiastic f enr.~ 11 9D,1 I I T WIDE WALL J & LANDSCAPE 11 n. 0 20' 40' 80' o; I I .EASEMENT ' " ~ S89 4210 E . 697.16' 11 ~ Q 1 VACATED R.O.W. ~ p Exist, G ~ lastlc Fence l ~ ° ~ SCALE: 1" = 40' , ' r- , N ~ 25 REAR SETBACK , ~ In \ 10' SIDE SETBACK ~T~_ ~ ~`I n Q Via, I , a I ' 1 I \ \ 5 0, r 98Q, PG. 2008 2s.9' i ~ ~~FF~ ~f `y ~ r ° S S} a,, r( yr' as, ".i^• 1 4 S89 43 32 ~ r ~ 1 b 1'~ ~ ~ a MaxNUM + + , ~ ~ W LOCATION MAP ~ ; ~ voa.1Q~ ~ N ~ r' I 12° I I 1 1 i C.. ~ 1, i ' p + 1 ~ ~ ~ ~ N + + EXISTING TREE I I , J O I ! ` TO BE REMOVED _ , C I I '10 . I r,- ~ - ~ ' )I-(.~ ~C~~ i?I-;AINAGE ~t'`~E~Ei'.J1__-_~, ; ~ Y LOT = 21,230 S.F. ~ ~ t . ~l PROPOSED RESIDENCE + I y=.~~ ~ O ~J I I 4.r t I I I ~ i w ~ ; I.~ ~ ~ ~ o, TYP ~6 ti ~ WOODRIDGE ~ + I ~ i ~ ~ I ` ~ ,k: ~ ~ li ~ r u ~ ~ I , I ~ T (SEE COLUMN ~ I ~ ~l" ~ B ~ I ! ~ ~ CROSS-SECTION I I ' I I I ~ ~ ~ +++++++++D~++~~~~ ~ NE~, ~ l iP ~ ~U ~ ~ I _ 'A° BELOW) I I I ' Iz I ( J ~ ~ _ . _ ~ ~ ONE-WAY I -WAY ~ ~ N 1_ TYP ++gUFFtr i I ~ $ W - . i ! - - - ~ _ ~'z ~ STOP SIGN ; 'SIGN J , l ) ri " - - ~ ~ i 1D' sIDE r W SETBACK I_ r ~ w 5 IQ I ° ~a i _ ~ _ -PRIVACY HEDGE TO BE / - f ~ _ 1 ~ ~ ~ p~ m 5 « _ ~ MAINTAINED AT 6' HIGH Y~a ,y 1 PROPOSED 8' HIGH MASONRY I I I F- i°a ~ ~ ~ ~ WALL & CONCRETE COLUMNS I ^?'I ura ' una W ~ TYp as ~ (SEE LANDSCAPE s ~ h y ~ a ~ ; WITH STUCCO FlNISH 25 ~ ~ ) s ~ • r I ~ I ~ I w,a ~ PLANS FOR SPECS.) v,~ (ALONG WEST SIDE OF SITE) ( ..(T~') 50' j ~ - + + ~ ~ ~ PROJECT A/C line Z- , SEE COLUMN CROSS- I ~ I N r' W ' TnNa - ~aNa ' x`52 ~ ~ MAILBOX ~LOCA~noN~ SECTION "A° BELOW C~ = I LOT ~ ~ 55' ~ I h 1 " ~ LOCATION ' ~ ~ + + ~t s ) I I LOT I _ TaNa PODt ~L Q ~~wa (APPROX) ~ _ , LOT - W 75 TYP ` \ ~ - 20,018 S,F. 17,668 S;F. op , I ` I H I W! ~,m a I LOT = W 4.1 p W~ 17,672 S,F. ~p W - _ ~ I i~ ` ~ ~ ~ LOT = 20,756 S.F. +2 ~ 1 ~ u. ~ ~ o ~ ~ ~ W 17 674 S.F. Z~ LOT - w~ LOT I ° Iii ( oW I - ~ rc'r- ~ ap ~ pm 17678 S.F. W~ ~+a ~ ~^"a Wo - 2 - p< 17,676 S.F. om Z ~ + I + + + ~ i~! ti x/ I Wp < m p 4 oa pa ~ wa • I wmr C` Q IXD TAMPA BAY I I I ~p a a~ W= ~ S 6 oa ~Z . 'I , °a3 2D'x20' SIGHT rcm o° a J Nczi ~ f ~ r 1 i ~ a a o a 'Q / Q ~ PROPOSED RESDENCE I ~ ~'~N + + + ' ~ f I I i ;?i 7 ~ I TRIANGLE (TYP) a SLIDE GATES o~ o-m v am 7 B'- m t `fj : ~ a ~m PROPOSED 3' HIGH CONCRETE ~ ~ o- o~ j t, a s, r T WIDE WALL & {TYP of Lois a-71 a COLUMNS & 3' HIGH ALUMINUM a ` v am ~ o ' L' ~ ~ / m BIG CNAUTURBO-R 21.~T' + + - ~ ?5 ~ ! ~ L DSCAPE EASEMENT FENCE IN SIGHT TRIANGLES ~ < PROPOSED GATE OR LOT = a ,`Ng ~ P7 b ~ ~ ~ 1l ~ ~ •1, _ I (1j + I I I (TYP) (SEE DETAIL BELOW) REMOVABLE PANEL 20,356 S,F. %r'~Y _t + + / ~ 1D' SIDE SETBACK PROPERTY LINE _ ~ a IN EASEMENT I r ~ ~ / z N 1 z + P~yp + _ _ ~ ti $5 ACUMIN M GATESISHALL I 5 ~ ! / / ~ ~ I I I , I a ARCH i 0 6'. HEIGHT AT , 55' ~ ~ ~ ~ 26.9' I~ ~ -+~~F ~1`++~ 1 ~ ~ q ` ~ CENTER OF DRIV~WAY ~ I i ~75' : ? • f 14.4 ~ ' C; r ~ ~ I I p ~ j W: I j . J..:< , , < ~ ii I ,.a ; 55 ~ N I I T I I Z 7' V.; N O; I I I ~ n. 25 FRONT SETBA K; I 'rt • ~ LC r LOT -"27,380 S.F. ~ ~ - ~ u~, EF'`~~',Tf~l ~ I ~ ~ o I..,. 1 - w', 14.4 I , • - ryo~ nl ~ ' -.a, ~ r r' l.' R ' ~ is-n-oi f.F r 1 _ ,A . t, z_. : u .~'~2$',..~• d- ~ ¢ .3,++++J ~',R~i (I'ii' w 20 ttt - - ' r rn~ I~ a' + ~ II J ( PROPOSED RESIDENCE ~ I • y' A ~ 1 n•%~, BIG CHAU7URB0-R + + ' ~n 20' ~ 20 742.95 20 a a. 2D 20 ; n , ? ° ? 20' ? 4 20'~ ~ rn 742.95' N89°40 5 + + ~ ~~~~,zs I MAILBOX 3~` I 3-WAY •~.;~9.~•:. ~ 1 / ! ~ t._ _ LOCATION • 1 3x ' - - 3-WAY - I _ STOP SIGN ~ . i 1 l.___`°_-- - -N01°48'19'E _ e~~9NO~++ ` ~ io' 30. ~ + + + FR + ~ (APPROX) • ~ d r'a a ' • STOP SIGN II+GO , ° ~IZ~D -Pro o d Pa ed Road ' STREET I - - Third Ave e .South (Public) P PROPERTY LINE Vi VACATED R.O.W. ~ 163.65 Ngg°4.p'51"W LIGHT (TYP) I (TYP} %Xi a~.l('la Paveu Road , \ ~ CROSSWALK PROPERTY LINE STREET ~JD x1i0 _ CEAlT[f;t-ilv'E 0~' THlRv (3rr~) _ - I I Third Avenue Sauth sIGNS (TYP) LIGHT TYP - - - - - ` At1ErdUE SOU n cXTENDED L ~ `-0. - o \ I \ ;`T--DRAINAGE ~C UTILITY E,45EhkENT UR 830, PG itu0 __Ex!uiing 6' \ \ off' . f / r Hiyh Fence ~ ~ " dr~.'_t;.".:~{tiOYkiiF_.'..~„ ;,.--rpm, -r.~ _ -A:. \ ~ T ,'Y x .,X x x- _X x x- -x_ - x- -x- -x-; ~ \ - 20'x20' SIGHT FU.ure = _ = _ Fu~ure _ _ - _ - s r lmprovemerns I;nprovemerds ~ ~ ~ p~''~``f ! f ~ ~j~`~(- ~ ~ ~7 TRIANGLE (TYP) 20'x20' SIGHT r - _ _ . TRIANGLE (TYP) 1 _ ~ \ I T T T ; ~ 1 I ^ . c x 1 i 3-WAY ,'c~ r' - - - - - - - - - - - - - r,.~,1Fe ro.,~l,~uy easement - --I o ~~9 .~`a~. ~.~1 I I I ti+rdic 'ed > Pi ,ell C ~ ~ I STOP SIGN --I- -I- -I- [B}' 11Te Lllrnmitt CadIHDC I.`' ,r1 'i!n ~r. ,a r _-~x.., 2~ 24 23 2C; / ! ~V 1~~ - -I- - _ _ - -I- - _ _ - -I- - _ ...hl..l,. Stogy age Expansion I 1 /;rea (BCP ;?(}p5-Gv135)j 01 `i ---I--- ---I--- ---I--- ---I--- ---I,.~ her Y ~ y f ~ -Yr~~ Y 4z A I _ __QI.~ I .#:r~F-:.ti~~aCJ18' 1~~F-~ ~ ,~[,N%~ "fdf.~.~a7Ef ~ I I --I--- ---I--- ---I--- F..,r ~,--~''I.1 I I I u u.e ,r,,/` I I I 1 Hinn FPnrn ~I X I"'•~ I I I PROPOSED 36" HIGH FENCE WITH COLUMNS & 30" HIGH FENCING WITHI r-5° Posnv~ sLGPE sYNTHEnc cAP sMOOnT saND SIGHT TRIANGLE AREAS (TYP) SNCCO FlNISH (BY OWNER) 1'-0° SYNIHEgC CAP SMOOTH SAND , S10000 FlNISIi (BY OWNER) ~ TOP SURFACE DF THE FlLLED BLOCKS v TO BE TRUE AND LEVFllED, ATTACH ~ CAP K1TH GENEROUSLY APPIJEO . ; ' G TOP SURFACE OF THE FlLLED BLOCKS INDUSTRIAL ADHESIVE. PILASTER ro lO BE 1RUE AND LEVEUID. ATTACH SEE DETAIL CAP WTH GENEROUSLY APPLIED _ INDUSTRIAL ADHESIVE ' a KNOCKOUT BLOCK COURSE 4MIH ip6 REBAR rk NNOCI(OIIT BLOCK COURSE VA1H ~5 REBAR 1° CONTINUOUS (TYP) CONIINUOUS{TYP) T' 1 t: N t ~ . HORIZONTAL JDWT REWFORCWG u Z (DURO-WAU_) AT 16' 4N CENTER fz ~ _ ~ I a , SMOOTH saND sTUCCO TOP OF WALL o ° ' FlNISH (COLOR 8Y a ro OWNER) (TYP.} ~ . Z ~ c o I I ~ SYNTHETIC CAP HORIZONTAL JOINT REItJFORCING (DURO-WALL) : $M~~TH SANS ~ _ . AT 16' ON CENTER ^ SMOOTH sago srocw ~ ~ . ~ • • STUCCO FINISH H z- FlNISH WCDRBY + ` BY OWNER ~ _ _ OWNER) (TYP.} O, • a ( } o ~ p. - . ''m _ 2•_ ~ W1TH T''MIN BENDS, , ~'r'-' ..p ~ . CELIS'FlLLID 50110 CONCRETE BLOCK WALL ~ 1 , ~ ' Z_p ft COARSE - 8°x8°xT6° , • EL. ~ d' ' ~ " SYNTHETIC BAND SMOOTH SAND $6 REBAR AT 2'-6' O.C. W/Y MIN . ' , , H-' ~ , . . . _ SNCCO~ FlNISH (BY OWNER) ~a BENDS, CELLS FlLUD SOLID (TYP) ,D ~ "O .p.. . v ~ B x B z T6 CMU (TY:CWRSE) ~ FlNISH GRADE ~ z_ 4 z B x 16 CMU: (T CWRSEJ iv' _ , ~ ~a - 'O ,s• 'CO I : '•:1 m ~ FlNISH GRADE / ~ ~ t.l, , • ~ , n ~ ~,5 REBAR fANL.ATTY O.C. . ~ RFBAR A1.16 oc. / / .'a .FINISH GRADE / / LoNCITUmrIaL , < 3000 P51 ~CONCREIE y • • . o r\\/ e ~ \ \ / /1 ~ FOOTER / / 2° MIN. r\ / ~ ON BOTTOM ~ ° y\\/\\ CONCRETE F00'fING 6' ' 6 6' COMPACTED SABGRADE 3" 3,D00 P9 f - \ \ a AT BOTTOM ../i~//~/ T-~ . ~ 2 (4T,R, ~ ~ COMPACTED SUECRADE rv ON SIDES 6' 2'-0° 6' ro 3'-0° 0 0 N 5 5 5 6 PILASTER AND COLUMN CROSS SECTION WALL CROSS SECTION WALL & PILASTER ELEVATION 3 ~ SCALE: N.T.S. ~ SCALE: N.T.S. 'D SCALE: N.T,S. 9 N a ALL WALLS/FENCES TO BE PERMITTED SEPARATELY THROUGH BUILDING DEPARTMENT N 4 N O s ~ I'I.?I:'s.F~AI~.~l.7 4'~Jft: SiF1.tr~`` ~?1~;'t~;I11y'.i:`10?v; msTGNED THESE PLANS MAY NOT BE COPIED OR 6 12/12/06 REVISED PER CITY OF CLEARWATER COMMENTS. GAB roBNa MODIFlED tMTHOUT Wf21TTEN PERMISSION Gulf Coast Consultin Inc. g~ sPC FROM GULF COAST CONSULTING,. INC. 5 10/27/06 REVISED WALL, FENCE & COLUMNS, ADDED DETAIL, GAB 05-021 p DRAWN Land Development Consulting ~ • CHAUTAUQUA II 4 08/23/06 REVISED PER CITY OF CLEARWATER COMMENTS. es.&rD. 7 N w i,~~ ~ r rv~w~ rr n,:r ~~rr~ o CHEC M AB 13825 ICOT BLVD., SUM 605 2.6-i 'l MCC:UKMIUK DIME UD/ ID/ UO KtVIbtU I-'tK UIIT UV LtAKWAItK UUMMtNIZ~p Ste, ! Clearwater, Florida 33760 ~OT.L I LOT DIMENSION PLAN sFaN P. cnsHEN P.E. p aasos 2 11/21/05 REVISED PER SWFWMD COMMENTS. GAB ~'T 1 5 RH Phone: (727) 524-1818 CLEARWATER, FLORIDA 33759 HORIZONTAL CONTROL) Q,c Fax: (727) 524-6090 1 1 NOT VALID UNLESS SIGNED & EWBOSSED 1 10/15/05 REVISED PER CITY OF CLEARWATER COMMENTS. GAB D1~ BY A REGISTERED ENGINEER PHONE: 727 669-2449 FAX: 727 669-0997 GULF COAST CONSULTING, INC. No. DATE RMSTONS APPD 08-25-05 or CERTIFICATE OF AUTHORIZATION No. 9774 BY W Z a