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FLS2005-09074 G ~~~ 3 ORIGINAL FLS2005-09074 2485 DRUID RD Date Received: 09/29/2005 TREETOPS II ZONING DISTRICT: O LAND USE: R/OG ATLAS PAGE: 299B PLANNER OF RECORD: NOT ENTERED CLWCoverSheet °_ ~lear~ater u Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 m SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ~ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans m SUBMIT APPLICATION FEE $ 600.00 CASE #: 1~L-~Z~(JJ `'D`1U~~ DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) ~ R ~ ~ ~ I \ I ~ ~ J FLEXIBLE STANDARD DEVELOPMENT APPLICATION 11 11ii /~ (Revised 12/30/2004) PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Samter HOmeS, LLC MAILING ADDRESS: 301 S. MaCDlll Avenue, Tampa, Florida 33609 PHONE NUMBER: (813) 873-1950 FAX NUMBER: (813) 873-1960 Buyers PROPERTY= SUn Group Construction, Inc., Duke Eaton (a.k.a. Delano Eaton) and William Watanabe (Must include ALL owners as listed on the deed -provide original signature(s) on page 6) AGENT NAME: Sean P. Cashen, Gulf Coast Consulting, Inc. MAILING ADDRESS: 13825 ICOT BOUTevard, Suite 605, Clearwater, FL 33760 PHONE NUMBER: (727) 524-1818 FAX NUMBER: (727) 524-6090 CELL NUMBER: (727) 432-0365 E-MAIL ADDRESS: scashen@gUIfC08StCOnSUltinglnc.COm B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) STREET ADDRESS of subject site: 24$5 Druid Road LEGAL DESCRIPTION: Please See attached Legal DeSCrlptlOn (~f18%29%16~0~000/430%0100~andt18/29%16%00000%43010200 I PARCEL NUMBER: PARCEL SIZE: ApprOXlmately 2.60 aC. 2 ~ i E (acres, square feet) PROPOSED USE(S) AND SIZE(S): 39 tOWnhome U111tS ~V E !1PR'.~tVT CV(:S P~INNINNE*a ~~ ~ ( g sq g Uaseae.. rllY OF C.t,-.,.. ~'4,~...E.. . _.__ , number of dwellin units, hotel rooms or uare foots a of nonresidentia ~ ~~ `" DESCRIPTION OF REQUEST(S): TO COnStrUCt 39 tOWnhome Units. Attach sheets and be spec'fiic when identifying the request (include all requested code deviations; e.g. reduction in required number of parking spaces, spec'fiic use, etc.) ~~ ~T @ ,~ ~1 ~d~ 3c~` Page 1 of 6 -Flexible Standard Development Application 2005- City of Clearwater DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPR ~ f~rfali DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES NO / (if yes, attach p f 1~ i e documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) ^ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) ^ Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA -Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The property is proposed to be developed with 7 townhome buildings consisting of 39 units, consistent with ROG land use and RMD zoning. The property to the north is also zoned MDR and is deve-oped with single-family lots. The property to the west has MHP zoning and RLM land use. 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. 'f. hiS R[Q~[ty ig nel9hbore~ to the wPSt by~~nny GrnvP MHP and the the east by a Progress Energy substation. This development should not hinder or discourage appropriate development and use of adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The proposed residential development will be buffered by existing and proposed trees. The 39 townhome units will have a minimal impact on Druid Road. 4. The proposed development is designed to minimize traffic congestion. The 39 townhome units would generate 229 daily trips, with 21 PM peak hour trips, which would have a minimal j~~act nn Druid Road 5. The proposed development is consistent vrith the community character of the immediate vicinity of the parcel proposed for development. The proposed townhomes will be consistent with neighborin4 parcels which are single-family to the north and mobile homes to the west. The Progress Energy tract will be buffered by existing trees. 6. The design of the proposed development minim¢es adverse effects, including visual, acoustic and olfactory and hours of operation impacts, o ad~a nt pro etties The ~e~e~opme~it Is designed with many existing trees being preserved and many proposed to be planted. The townhome units should not have nay adverse visual, acoustic, or olfactory impacts. ^ Provide complete responses to the applicable flexibility criteria for the specific land use as listed i ~ w Zc~g t ~ ` Fttf,~e-waiuer.is requested (use separate sheets as necessary) -Explain how each criteria is achieved, in detail: ~ L~C,C ~~( { j ~ !, ~, N/A ~ n €;~t:i S~29 Page Z of 6 -Flexible Standard Development Application 2005- City of Clearwater ~ ORIGINAL. E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that invol addftion or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with t Gity of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption this requirement. If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. t~ At a minimum, the STORMWATER PLAN shall incude 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 vrith the City manual. / Signature and seal of Florida Registered Professional Engineer on all plans and calculations. 62 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 6i1 Ackno Bement of stormwater plan requirements (Applicant must initial one of the following): tormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727} 562-4750. F/SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; ~ 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; firs LOCATION MAP OF THE PROPERTY; ^ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ~ GRADING PLAN, as applicable; !~ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ^ COPY OF RECORDED PLAT, as G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) ~ SITE PLAN with the following information (not to exceed 24°x36°): Q / All dimensions; ~ North arrow, / Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; / Location map; Index sheet referencing individual sheets included in package; / Footprint and size of all EXISTING buildings and structures; P~ 'N, ~ Footprint and size of all PROPOSED buildings and structures; / All required setbacks; / All existing and proposed points of access; ~ All required sight triangles; .% Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; ~U~~ d ~~ i III i ~ i Sip 2 ~ ZQ05 ! ~ !~ Page 3 of 6 -Flexible Standard Development Application 2005- City of Clearwater • • ORIGINAL / Location of all public and private easements; ~ Location of all street rights-of--way within and adjacent to the site; ~/ Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; / All parking spaces, driveways, loading areas and vehicular use areas; N/A Depiction by shading or crosshatching of all required parking lot interior landscaped areas; 7 Location of all solid waste containers, recyGing or trash handling areas and outside mechanical equipment and all required screening {per Section 3-201(D)(i) and Index #701}; / L-ovation of a[I landscape material; ,~/ Location of all onsfte and offsite storm-water management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. ~ SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: / Land area in square feet and acres; 7 Number of EXISTING dwelling units; ~ Number of PROPOSED dwelling units; _7 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 and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; T Official records book and page numbers of all existing utility easement; Building and structure heights; _T Impermeable su( ace r jtio (I.S.R.); and j~_,,1. ~~ ~ ~ ~ ~");`] ~~ N/A Floor area ratio F.A.R. for all nonresidential uses. (( ~~ ~~ ~~ ~!/ ~ REDUCED SITE PLAN to scale (8'/: X 11) and color rendering if possible; j G1 FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: +i~p ~ Y ~ 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; , PLANNING & DEVE"tUt' `~~F-Pa7 SV / Location of all earth or water retaining walls and earth berms; ------------GII'1(t:~f ~~~»~'~i~ ~., Lot lines and building Tines (dimensioned); / Streets and drives (dimensioned); ~_ Building and structural setbacks (dimensioned); N/A Structural overhangs; ~ Tree Inventory; prepared by a °certified arborist", of all trees 8° DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. H.~LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ~^ LANDSCAPE PLAN: ~ 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; i/ Proposed and required parking spaces; / Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); / Plant schedule with a key (symbol or label) indicating the s¢e, description, specifications and quantities of all existing and proposed / landscape materials, including botanical and common names; _ Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; / 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 LANDSCAPE PLAN to scale (8 % X 11) (color rendering if possible); ^ IRRIGATION PLAN (required for level two and three approval); ^ 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. f~ Page 4 of 6 -Flexible Standard Development Application 2005- City of Clearwater • I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. ~ BUILDING ELEVATION DRAWINGS -alt sides of all buildings including height dimensions, colors and materials; ~ REDUCED BUILDING ELEVATIONS -four sides of building with colors and materials to scale (8'/s X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS /Section 3-1806) O 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) ^ Com rehensive Si n Pro ram a lication, as a licable se arate a lication and fee r wired . ~~D~,- -_4,d„ ~ ^ Reduced signage proposal (8'/s X 11) (color), if submitting Comprehensive Sign Program application. K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) r+6HfVNING& DES """'- ^ Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: ''~'~^ N/A WIII degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a °Scoping Meeting° held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. ~ Ac~~nt of traffic impact study requirements (Applicant must initial one of the following): fic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway turning movement at all intersections identified in the Scoping Meeting. 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) 562750. L. SIGNATURE: I, the undersigned, acknowledge that II repr s made in this STATE OF FLORIDA, COUNTY OF PINELLAS !~ application are true and a edge and Sworn to nd subscribed before this ~ 'day of authorize City repr the property ~JI ~ A. D. 20~~ to me and/or by described in thi ~? who is personally I~pQ~ has produced as identification. ,oaf p owner or representative Notary lic, ,,,, ,.~.~Y a6°~~°, AMY E. LEBLANC My co fission expires: . oi~B._._ .._.__ _ . Commission # DD344087 Bonded BY Nafional Notary/r.~, f l t ~t --s,~s:i `f~.a ~~ r J ..~`~ svcsl Page 5 of 6 -Flexible Standard Development Application 2005- City of Clearwater AFFIDAVIT TO AUTHORIZE AGENT: ~ ORiGIiVAL (Names of all property owners on deed -please PRINT full names) 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 2485 Druid Road (Parcel ID Nos. 18/29!16/00000/430/0100 and 18/29/16/00000/430/0200) 2. That this property constitutes the property for which a request fora: (describe request) Site Plan A~oroval. 3. That the undersigned (has/have) appointed and (does/do) appoint: Sean P. Cashen and Tim Neisinger of Gulf Coast Consulting, Inc. as (hisftheir) agent(s) to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. 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; ~~ _ 6. That (I/we), the undersigned authorfty, hereby certify that the foregoing is Prd~ty Buyer Property Buyer Property Buyer Property Buyer STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned an officer duly commissioned by the laws of the State of Florida, on this ~ ~ day of y ~~ personally appeared ~rA1G~ (1~P1l~.ncn~ .~Q ~~ who having been first duly sworn De ses and says that he/she fully understands the contends of the affidavit that he/she signed. o ary ublic My Commission F~cpires:~ t ~.),.,~ . - .. ~ _ _ _ _ _ _ _ E. c. Commiubn #~ DD3d4087 BornUd 11111 Na~rnl Ne1e~v ~ S: (Planning DepartmenttApplication Fonnsldevelopment reviewlflexible standard deve%pment application 2005.doc Page 6 of 6 -Flexible Standard Development Application 2005- City of Clearwater ., ~'` ~ ~ ~ ~~ ~ ~ ~ • ~~;,~ CITY OF CLEARWATER APPLICATION FOR PLAT APPROVAL PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, Z"d FLOOR PHONE (727)-562-4567 FAX (727) 562-4865 '~' ~" ORIGINgi PROPERTY OWNER'S NAME William L. Jacobsen ADDRESS .16316 Patterson Road, Odessa, FL 33556 PHONE NUMBER FAX NUMBER APPLICANT'S NAME Samter Homes, LLC ADDRESS .301 S. MacDill Avenue, Tampa, Florida 33609 PHONE NUMBER (813) 873-1950 FAX NUMBER (813) 873-1960 AGENT NAME Sean P. Cashen, Gulf Coast Consulting, Inc. ADDRESS ~ 13825 ICOT Boulevard, Suite 605, Clearwater, FL 33760 PHONE NUMBER (727) 524-1818 FAX NUMBER : (727) 524-6090 I, the undersigned, acknowledge that all representations made in this application are true and accurate tot st of knowledge. by STATE OF FLORIDA, COUNTY OF PINELI,~S Swom t and subscribed before me th' day of ~P~rn'I~?Q~ , A.D., to me and/or gym, e~„or has produ as identification. Notary Public , , my commission e ~ ~ a~~-, '~' E• LEBLANC - ; ~ « ~ :Notary Public -State of .~~~p, 1,„~~. Fourteen (14) copies of the preliminary plat must be submitted. -'%'F ~d+~'' CommLsston ~ DD344087 Bonded By NaBorwl Notaryq~ The preliminary plat shall be prepared by a surveyor, architect, landscape architect or engineer ra nr~o~1~ not smaller than 1: 100 and shall not exceed 24" X 36" and include the following information: NORTH ARROW, SCALE AND DATE; TfTLE UNDER WHICH THE PROPOSED PLAT IS TO BE RECORDED; NAME, ADDRESS AND TELEPHONE NUMBER OF THE PERSON PREPARING THE PLAT; IDENTIFICATION CLEARLY STATING THAT THE DRAWING IS A PRELIMINARY PLAT; LEGAL DESCRIPTION OF THE PROPERTY WITH U.S. SURVEY SECTION, TOWNSHIP AND RANGE LINES; D EXISTING AND PROPOSED RIGHTS-OF-WAY AND EASEMENTS; PROPOSED STREET NA1v1ES; NAMES, APPROPRIATELY POSfTIONED, OF ADJOINING PLATS; __ s ' v S~~ 2 9 & D~v~~CU- A;cl~ ~y~; Page 1 ~ • DIMENSIONS AND AREA OF THE FOLLOWING: THE OVERALL PLAT AND EACH LOT STREETS RIGHTS-OF-WAY, INCLUDING RADII OF CUL-DE-SACS; COMMON OPEN SPACE OR OTHER LAND TO BE DEDICATED FOR A PUBLIC PURPOSE IF ANY. ORIGINAL. FROM :SUN GROUP 13r'~91 ~tat3~. nit: l' E ~? ~' 527~~~= FAX NO. :727 79982 • Tan. 13 2@@5 @9 : 22PM P3 lt~N191a0 ~Lf'f'HORIZI~.1'Tt7I~iTO ENTE'~. A.M3 SiCEN PROPERTY LOc:.t1Z'EI7 ~T D1ZI.FID }~,OAD EAST iVlTI-~ TAX I~ ~t~.' S 1$-24-1 ~-t10t?00- 430-0200 A,`JrJ t%-29-Ifi-Q00©~-'~3~-at~3. ~.s p~'t as tine ccss'~tt'a,C( c3atd ? ~iZ3/2t30~ the Sirllcr, Wii~iam L..tacohsen, tivill L,,i~i~t the $r,~ez, Sun Gri~up Coz~struetiarc Cons~3~nts inc, Dulc~ E~ot2 aka. r}~lana Satan, aFt~ tuitlism Watanabe authorc%atyon >;' enter the suh~ec* p~.cPerLy For sunr~ing end walicthru purnos>rs..:~lso, t}~e seder will ~rsy~t au~:2ot;a~uon ~ the ;~uyer(s r to sib: fcsr ~er~as, 2otz~~ ap~wai, site Plan azsi . de<~~ioprnent.~ a~provai. ~'~liam .L. 3acohscn Daze: l 'L - ~ ~ ` m y // , ~~~~ . ~ ~~~" YA ~~' 11LLi twit ~k1JL117~1 ~`~. ~:; Co~4sion:#~DD31649~i '~. ~Q Ex~%te~'ZQ08 '9~".. .. r'.. . SFP 2 ~ ~ ~ Received fine Jan~l3~ i0~i9AM • ;`~ 4' _ ~ , LETTER OF AUTHORIZATION To Whom It May Concern This fetter does authorize Sean P. Cashen, PE and Timothy L. Neisinger of Gulf Coast Consulting, lnc., to act as our agent for and with all regulatory agencies, department and their personnel for the City of Clearwater, Pinellas County Government, Southwest Florida Water Management District, NPDES and Florida Department of Environmental Protection, in an effort to receive all approvals necessary for the construction and development of the Tree Tops II development located at Druid Road with parcel numbers 18/29/16/00000/430/0200 & 18/29/16/00000/430/010 in Pinellas County, Florida. Signed: Name: Duke Eaton aka Delano Eaton date Title: 9~ Acknowledged to me this ~ ~Y r7` day of Se~"`~I/Yl t'~,~ , 2005 by ~~!Q _`~~L2n~~ ~A~~ who has provided as identification or is personally known to me. D ~~~~~~~~~ r-~ ~~~, ,~ sip ~ ~ ~ ~~ 'CANNING & DEV1=LOt~i~~.tV'T SvCS~ ._....,..G1TX QF ~I.~,~'~i~ R Notary P is by - ~e or fbh ~~9~-2C COo+~a ~ Golf 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 September 28, 2005 Mr. Neil Thompson, Development Review Manager City of Clearwater Planning Department 100 S. Myrtle Avenue, 2"d Floor Clearwater, FI 33756 OR161NAL Re: Treetops II at Druid Road Townhomes Parcel ID No. 18/29/16/00000/430/0100 and 18/29/16/00000/430/0200 Dear Mr. Thompson: Enclosed are the following items necessary to process the Preliminary Plat for review: 1. City of Clearwater Application for Plat Approval including Affidavit to Authorize Agent Forms (One original and ten copies); 2. Fourteen (14) prints of the Preliminary Plat; 3. A check in the amount of $600.00 for the review fee. The applicant, Samter Homes, is seeking to develop 7 townhomes buildings consisting of 32 units on this 2.6 acre property. As you know, this property was rezoned from R/O/G to MDR under Ordinance No. 7426-05. Please call me if you have any questions or need any additional information. Sincerely, z_ Tim Neisinger Project Engineer TN:aI Encl. cc: Peter Bennett, Samter Homes File 04-087 FR(~`t : SUNBUR57 ^,= z -'Jr'. OR1C1 BUCCANEER RE PNANE N0, 7273476253 PAGE r_1 Jars. 24 24305 05:40PM P2 :asp iZosalia Janes 239 -X433-2~i97 ~. 2 . .'(~ktslH F, DE' i r QF7iK d~' CiF+RT ~ t`9<tLlAS CL~id1Y~ F{.d)it1~! f ~ wit:'- ~~..- ot4r~ ~~ ~ ..,; e~.~a~oi5!~p 44[:]4.731 ~: ~ ~'G=Led t'-'„' s pus ~s ~ st~~o 8. tsF:;sa ;~~ ~: ~ 9~ SfAf~ - ~2f9 rf .r -.----~` ~_~1 ~rC ._....._-- 3 ~.eo t~'~ -.'--._._._ 8%'~. iB'U3Y ~'L88d C ~:ao: ~ ~ -{..J . mtmcm; L`p4:,r~'1~i ..,~.----• ttE^Ot'.SROD .iA1~.~SC_-ate t~~ Alert;; rbyBakaP: ~ 111, %~~~~~ IO(~IL . RuPSM ~c e~ +'.A. 0. Aac 13tH C~wn+~s:;FL }371~t3e3 id4iABRAl14'Y f7E4~#? 'omits 1-2ty rtsat4@ tlt~s 'lOfh clay of ~antsar~, 6el:+~emt AIItJRWAY ~• a d a~an ("Qrn-rtor~, wnnue add~ss s8: 4~4 Cocxtr>I4>>; Raw, Pglrn Be14~d, '-l., 334~Q. 0luf 1ld~,l..4/1>k L .2ACCgS1l~ ~~~8~ ~N'SOSa is: 189?S Pattarsa» Roast. , FL 3;i51S, ~>,~9Y~~~~T~t: 1 i .5s ;~ . ... s f D~ ~ ~~!~ :, Sip 2 9 2005 ,~ 'IANNI~t,~ Pi~t~N VCS.. That tF+e L3rPtn2or, far arx2 t1 s~g,ars Ol Tats £}oRefa t~7D604J}, 0e~ p~ $~. ~ 3~r,.d7o~ Ft®rf~ mitt. the wtsereaf i5 he[~y py~~YITiCd, dRtl yam, /+.~_~ ', ^'°~+`•,. ~Jd~!l~l3r P®llh~dd. I~hg@~, 21f1d -~~•~°,~ ~~ ~'~~ ~ ilk +?igf74IIC 81'll~ ~ ~ ~ ~ ~~ ~~ '~ ~t1~s'S 9t do tlf~t carta7d3 d t7t ~r ~1 P~4las, S$a~ tsf d `,arida, ~rwr~ var~ccs12s9y d@s~rlAosd ,.~~ s~ !~ ~p~y c}f v~ 1~]dd31i''A' ATTACdfl:ff? Hfrd3ET(~ AHiC? tV9ADL A PART` NE4~F ~ ~r `. ins. ~~ r+~ert*~t4ons of SstltCOrid~ ~ ar>Zr, ++a~adt are ~~ ~~ ~"'P ar e~ter~d~ h~aby, end !a la~o~s !br its YQ'~ ZOD2 and T1-11$ d$ VA~i"4' PRCPI=RTY AhtE] ds AdQT T~ ~1At~^ii TSAR f'R~D~'t7 QP 7NE i3~RhT;tDg~ 4VOR d$ d•i" Ca7l~ri6t1i711S WtT}1 Tfitr ~lZAili'Ia~'S dfdaMEtiq?FAD. ,~g_ 7s,a9.st,-OD4p0_g3p_p9Uf3 and ~1B-dp00y43C-42D0 ~~4Yaetaft~nr~a,- ~ ©1i 16r ~1~05 <2: 30 + <: r r ~ T~~52T~ SUCr'.:NEER RE~ ~ ~ ~ ~ r~ ~ P.'.i~c r~3 r' ~M ~ SUN~JRSf PNOt~ N0. 7273476253 Jan. 14 2905 05: •41f?M P3 ~r aWJYlic .,uita~ GdJ-ijj-Z4;J'1 i A- 4 8~4tZ~'T °A° - P i1~ ~~ FL.-1 . a D~'r2f Of }sm! sltabted in de- tor' -4 of L)te 9aa~µl5t 34t nC ~- 501t11E1f~ Yb a< Sao 18, 5~`• ~ 't'vnaship 29 SempM+. !4apse S 6 £~ ~~S Cotmcl: Roddy, eantx'EUed of St~cne flatla+s a[ nat ;.• ~ t drsrlked;. deeds ceded an v.R. saok i24, page Z3S awd C-R. tsbek 8?SiQ. lt~e E6L~ ~ . Af V!P Fulfat A~RCCtC!!t el Pioellag C,ouniy, FJartti7i. whtt?t ?1! Mj1sD 3outA Of lJke:ft! f0vad deoeribes ra .~ ~ daed rat~,+at1 i8 b.R. Book tea, papa z45 of sstd k4corrts. au[ cram and nest at propot-r or ¢LOit1QA F'bw~t CCRPO#ASTOiV de'stt+bmtl be dpi rw~7+dGd ;w aJt 8o6tt 2262. Sra+R 294 aC sstd • ~; ' ~~ R,eoorCs; at! d +rnieh bring rtieee perslm~rty tksa'ibad os tbxeme: tliora zs7e CL[70af of S+~cn L8 Y~mshlo 2!1 $OIfiST. kEn9e 28 ~'slnefiat CactriRy_ t~7orlda, ron Savtt- 8A~rfS case abng el+a ifate~s line ~ ttsrs Soutl~sc +Zuactrr c€ said sieetivn ana a(oaq tae . ~ wee ssf GWf~tEr 4AX 80V7e+~+d tv4. x ~ to a 9ot~: RAesxn Sestegt QE'!70'SZ" 4YLSi 1362.E • tars mera or t~ to ~ ir~egeb~tn~ ~ tt~ seutlt ibtta b{ ~M! ~nad (140-tae r~+t a~+way; fir _ . r T11C POD Of fing.af itf6~ 4~PN~eV T~Cflilf A~Ed: L1IRRCP SOOih 89*14'QS" ER~t alOnq #t4 - ~bwtR ftae of t2wFd Rord a%OO.C;f fed mote er lesG Lo ~ oD~e mvewtmeRt nn ~e ]R~si tA~e of of flohit0 l:nwe3 Caipe.+ttnn desaibed le demd tttib~detl sa Q.R'aok 526¢. po9a d90; c tli4rit0 $~ QS°DI'~' ThFffi gloves tlye WiISL -tte of Slid O.eyerey Pf t AOa/{Fr CO~britic+n • ~ x62.§~ feet riwta yr few to a emtc+~.e mviw~meat; t:t~enee +v~x~ 8g-34'ETS' west atenq the Raam - . , ~ :tne of sai0 4f' of FiSxid» Pov-er pa.peng~ati .404.0 TeQC ~ro~ ar Rear tv a cormd¢ rrtdan+~tzt: t d.ee~ee No+RR81°00'SZ" ~~. ~ Raee?~a or toss ~ d~ vomr at Etgptante~g. I s i r f i4;',• . ~5' :' `!M ~,~~ ~~' •~~~' •~. 'A. fT^ ~~'. i f i U Spa 2 9 2005 ' ! PLpNN1~tG8 DE'k~~~~~;;~: ~~T SVC:- SURVEYOR'S REPORT MAP of suRVEY: THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER. LEGAL DESCRIPTION per Official Records Book IE781, Page 108t: A parcel of land situated in the Northeast 1/4 of t•he Southwest 1/4 of the Southeast I/4 of Section 18, Township 29 South, Range 16 East, Pinellas County, Fiarida, comprised of those portions of real property described in deeds recorded in O.R. Book 124, page 235 and O.R. $ook 8750. page f614 of the Public Records of Pinellas County, Florida, which ore lying South of Druid Road described in deed recorded in O.R. Book 1281, page 245 of said Records, and North and West of property of FLORIDA POWER CORPORATION described in deed recorded in O.R. Book 1262, page 290 of said Records: ail of which being more particularly described as follows.:. From the center o! Section 18, Township 29 South, Range 16 East, Pinellas County, Florida, run Sauth89°41'18"East along the North line of the Southeast Quarter of said Section and along the centerline of Gulf to Bay Boulevard, 834.1 feet to a point; thence South0l°00'52°West, {382.48 feet, more or less. to the intersection with the South line of Druid Road (100-foot right of way) for the POINT OF BEGINNING of the property herein described; thence South89°14'05"East along the South line of Oruid Road, 400.05 feet, more ar less, to a concrete monument on the West line of property of Florida Power Corporation described in deed recorded in 0.-R. Book 1262, page 290: thence South0l°01'28"West along the West line of said property of Florida Power Corporation, 282.97 feet, more or less, to a concrete monument; thence North89°14'05'~West along the North line of said property of Florida Power Corporation, 400.0 feet, more or less, to a concrete monument; thence North0l°00'52"East, 282.97 feet, more or less, to the POINT OF 9EGlNNING. p~ «~N .~~ 11 ~ i sip 2 s 2005 ; ,, ~~ Ct~e~sPh~xN~ SUCS. "~ ROM ~, S'UN GROUP ~ r= RX NO. :727 7°98289 l~an. 13 2885 O9 : 22P.M P3 ~f ©yf ~~134. ~~:16 7'??5L70a4? BLIC;`'~Nt: t~ !~ ORIGINAL AI.I'I'~iORF2.A~l Ifl1`i T~ ~'l: ER AND SIC}N PR~PI/R"FX LC?c:.tl?L-~ ~T DR[-TID ROAD E~,ST tTirIT1-~ TAX ~ ~O,'S 18-29-1f-€3t3~00- 430-0200 R,`~ 1.8-29-1b-f)~JflOt7-~3£?-~1I.0(3. 4.s l~ o* clue cart~•a,ct ci~i t li%3120 die Seller, ~~lliam L..~taco~en, will ~,,~nt the B~~rr, Sun Gre~up Ccs~s~.ctian C~s3sultani~ Irz~, Du.~Ce E~tau 3.~:a Drlana Ira~~., ~~ S~'iLtza~:n ~at~abe authorization *ci enter tlis su~,~~c* p~.ov~riy ~a-',unrtsyizag and wal'xtht'tl purz uses- ~S.lsc~, S_he seder ~vv+1l ~rsnt au~.oriz~rian to the ~uyet(si L'o sib: ft~r permits, 2ouin~ a~spravat, ate P.lsn ansl deL~e}ogr:iettt~ approval. ~'~I~,m .L. 3a~cflbscn Date: 12 ' ~ ~ ~ m ~ ~L.ceJrso ,~dF t~ %~.:va w ~.J ~ ~r,t/~S~~~n. J ~/~~ _ ~~' Co~nus~a#AD3254~f ~rl I f 11, L'd7w ~. Sip 2 42005 PI.A~INING & DEVELOPtvt~NT SVC:'s ,~tIY A~ ~szi~.ER . Received Time Jan.13. 10:19AM =,,~" ~ ~ CRI6INAi LETTER OF AUTHORIZATION To Whom It May Concern This letter does authorize Sean P. Cashen, PE and Timothy L. Neisinger of Gulf Coast Consulting, Inc., to act as our agent for and with al! regulatory agencies, department and their personnel for the City of Clearwater, Pinellas County Government, Southwest Florida Water Management District, NPDES and Florida Department of Environmental Protection, in an effort to receive all approvals necessary for the construction and development of the Tree Tops II development located at Druid Road with parcel numbers 18/29/16/00000/430/0200 & 18/29/16/00000/430/010 in Pinellas County, Florida. Signed: Name: Duke Eaton aka Delano Eaton date: Title Acknowledged to me #his ~ ~~ day of SI/Yl r~~~ , 2005 by ~u~~'~lQno) ~-~~ who has provided as identification or is personally known to me. Notary P is ~nKwan ~ ~e °! ~~ ~ ~: °i~~a~ yep .~~ uo ~1~:4zsp LUUHIVIVt J. LVVt, F'.H. . i:~./24,42004 15: H4 7274499 ' PAt~TtES AND 2' i~ . SALE AND RUi~C~-IASE; . ~- and ~ a " G ~. ~, .,.,.~ C~ , s rre ~ ... ~ agree to sell and buy on 5' Address: Tit sr '7', ~ t_egaf Descriptbrt: r e' - 4 tr ~ ro- ~ ,s- ~2" irtc#using al4 improve e s~ ~a• OF PfiUPERTY terms aid corrditlons specifi$d below the prvPf ~ I} ~S-~~ I(i-oaooa and the #oflowing additional property. PAGE 8. ORi61N~ ~p~-t;r'} described as. O ~D -- Q / o n 'S PRICE AN D FINANGlNG ~~' l2. PURCHASE PRICE ~ payable by Buyerin U.S_ funds as 17• (~ $ ~ Deposit rived (c~tieCks ere 3u Ea_ /~-~ bject to cfearancel '~ ~' gnarrsg for .~.~. ~, T~ utv ~,e of car~np 20' (b) $ - Additional deposit to be de[fvered to Escrow Agent try _ z' ar days fr~prrt EfFective Date {'t0 days if left blrank). Sip 2 g 2005 ~~ (c) Total financing (see Par~gr-aph 3 below) (express as a dollar amount ar tege) Svcs z°. (e) $ BalarrC6 t4 Close (rrat indtrdlrtg Birye[''S do9i ~ nS ~~. Propsid items 8r-d prorstioras}. All funds paid at cbsing rnEr51 be paid t?y bcattY dravsrn cashier's ctrecdc, official cltieclc ar wired tunas. ~' ^ r;f} tcomplete only if purchase price will be determined based on a per unit cost instead of a fixed price} 'i'lls unit ~~' used to determine the purchase price is ~7 lot O acre ^ sctuare foot t] other (specify: ~ } za• prorating areas of less than a fuR unit. The purchase price ~nritl ba $ ~ total area of the Pro a par unit based on a caiculstion of p riy es certif~d to Buyer and SesNer by a Florida-ficensad surve}rvr in accordance with Paragraph ~' 8{c) of this Contract Tine ioltowing rights of way and oilier areas will be excluded from the calcula~on: sr ~' ~3. CASH/FthJANCtNG: {Check as applicable) (a) Buyer w~ pay castr for the Property with no financing contingent . ~' O (b) This Contract is contetgerlt on Buyer~uai7ye-rg arrd obtsatirtg the eorrvnitmertt{sj or ~ppr~o~val{s) specified bebw {the 3d' `Financing' within days #rorrt P7FeCtivs Date (rf tzFt blank then Closeng Date or 30 days from Effective Date. whi; haver ~' occurs first) (th9 `FrnartClryg Period'). 9uyar will apply for Frtiarscirrg wltFrln nays from Effective lie {b days ii Left blank} anct wilt timely provide arty end eft cTedrt. empivyrrtent, financial acrd otf'rer infarrt.3tipn required by ti'ie tender ff Beryer. after a7 using di-genCe arxi good fsatr, cannot obtain ttte Fsrtarxarg within the Financlrrg Pgripd, either party may Cancel this Contract ~ end 8ttyer's deposit(s) vvi1E be returr'ied after F~ctow Agent receives Proper Itiation tram ati lnt!erasted paitles. ap~• d (i) New Financing: Bcsyer wifE secure a commitment for new third party financing for $ or 96 of tlae purChas@ price at tfte prevailing interest rate Snd loan costs based on Buyers credltworthlness. SUyer °1 will keep Salter anti Broker fully Inforrnsd of the loam apptiCatlon status and pr+vgrsss and author'>zes the lender or °~ mortgage txoker LO discbse all suCtl information to Seller and 9roker. ~' t~ (2} Seller Financing: Huyer will execute a D 5rst d second purchase money Hate and mortgage [o Seller in the ee• amOUni Of $ ~ t?eerirlg annual Interest at ~o and as. payable as follows: as The mortgage, note, and any security agreement wil be in a form acxeptab]e to Salter and vrrl! follow forms generally °7 accepted in the county where the Property is located; will provide for a late payrnertt fse and acceleration st the °8 mortgagee`s option ff Boyer def8uRs; will give t3uyer the right to prepay without penal all or ~ t~ime(s} with intBrt3St on to date of ty Part of the principal ~ any ly ~ payment: win be due an conveyance or sale; will provide fvi- release of configuous ~' ar ~Y utLJ C-~ and Seller Y ~~ acknaroledge retest of a mPY o` ttss pac,~, whictr is Page t of T Pages. vAG 8 Rev. ~ OVOd m ?004 Rorke cr[ RFxars• AR R#gtrrs Iced ,~ 1L /-/:53-U5U / p.~ G[]LD1=N CLASSIC Bast C~p~/ .:.. Availabl~t Received Time Sep,22. 12:51 PM yep GL U5 "IL:4yp LVUHIVIVt ~. LUVt, F'.H. 1L/-1:S:5-lJbUl p.~s . 11/24./2004 15:04 727449 ~~:~~ ~~~~y 613t_DEN CLASSIC ~ ~ ~ ~ ~ ~ 03 Availably s, Parcels, if aPpl'scabls; and vr,iil require t3uysr to neap tiab~ity insurance on the ~ insured. Buyer authori~as Setter to obtain credit, emPloyrreent and otheP~ns a ary s formationdt oodete m~n~e credrtworihiriess for the financing. Seller v~iil, within '30 days {corn Effective Date, give Buyer written notice of whether or ~ not Setter will make the loan. ~" d (3) Mortgage Assuts~ on: se- lyti Buyer v~71 t2kg title se.rbject to arxi assume end pay e~asfirtg fast r~r~age tp sr L!V#1 in tRe approximate ar»ourrt of $ -- currsntl sa $ y payable a# per month including principal, interest, [~ taxes and insurance and having a D fixed D other ~' (describe) ~ interest rate of 96 which ^ wit D will not escalate upon assumption, Any variance in the mortgage will be e' adjusted in the balance due at cbsing with no adjustment to purchase pace. 6tyer will purchase Seller's escrow ~' acxa~nt daAer rot dotlar_ tf the tender disappctnves Buyer, cx the Iriter2st raze upon 2ransf+er eotcseds 96 or the ~' assumptionttrartsfer fee exceeds ~ either party may elect to pay the excess, failing rnrhich this ~ agreement win terminate and F3uyer's deposit(s7 witE be rewrned. ~ CLOSIiHG ~ ~4. Ct.O tNG DATE; OCCUPANCl2 This Contract wil# tie closed and the deed and possession delivered an ar bgfare a' ~, ~ ~ O1~ .unless extended by other provisions of this Contract. If an Closing Date insurance ee underwriting is suspended. Buyer may postpone etosing trp to 5 days after the inseQance suspension is li#ied. !# iht~ ~ transaction does not close for arty rEason, Buyer wits immediately return aI! Seller-provided tit#e evidence, surveys, 'a association documents and other items_ T ~ 5. CLOS1hiG 1'FiaCEDUR!~ COSTS: C~svg wilt ta#cs place in the ootrity where the Property is locatacf and may be conducted 72 by mail or elecUOntc Riear~ #! true insurance tnsurss Buyer for title defect9 arising betvrrean the title binder effective data and ~ Ong o9 Buyerk deed, closing ~t ,nn~ disburse at cbsing the net sale proceecLs bo 3elier (tn br i cashier's c0'-ec4<s if 5e#ler r~ requests in writirxl at least 5 days prier to Closi and rs n9) t~ksrags a fees to Srolcer as per Paragraph 17. in addition to other provided in this Conltac,~, Setter and er vu~t ~" ~e BuY paY the costs ind'+cated belonN (~ Seller Costs: Salter wiA pay taxes bn the dead and rECOrding fees for documents needed to coca title; title evidence (f n' appticab~ under Paragraph 8); Other. 78 ib) tl3u~rer Costs: Buyer wiN pay taxes and recording fees on notes and mortgages and cecordng fees on the deed and frnanang staeartrenis; Coen expenses; tender's #Jtle policy at the'sirnultanaaus issue rate; inspections; survey and sketch; insurance; Otf~r: si (c) Title Fvi~lence and Irssararrc~e: check (ij ar 42}: er a 4'13 The iitl~ evidence v~ tae a Paragraph 8(x1}(1 } owner's tltie insurance commitment. ~ Seller ^ Buyer wit! select ~' the title agent. ~Selter D Buyer wilt pay for the owner's title.poliay, search. examination and retested charges. Each 84 party wit! pay tts vwn elpsing fees. 8' O (2) Seiler will pravids an abstract as Speafred !n Paragraph ${a~j(2) as bite evidence. O 5etier O Boyar wit pay Eor the owners tiBe poGGy and select the title agerrt_ Setter wdt pay teas for tills searches prior to closing, Inc#uurng tax ar search and ~ searoh fees, and Buyer vWl pay fees for [Etta searches after closing {rf any), title examination fees antf ~ dosing fees. ~ (d) Prpraii4ns:: The following itetTl3 wit! be made c~lrrent and prorated as of the day beiora Closing Date: real estate taxes, ~ >nterast. bonds, assessrnartts, uses and other Prapsrty exPenses'and revenues. tf taxes and assessrnenls fflr the current a' Year cannot be determined, the previous year's rates will be used wr1t7 rtciustment for any exemptionS_ RROPERT'Y TAX ~ OISCLOSUflE StJMINARY Bt~YEA SHUULD NC3T RELY ON THE SELLER'& CURRENT PROPERTY TAXES AS THE ea AMOUNT OF PROPERTY TAXES THAT 8[JYER MAY BE OBLIGATED TC} PAY lid THE YEAR SU$SEC7UENT TO ~ PURC:HASE. A CHANGE OF OWNERSHIP OR PROPERTY lMFROVEMEMS '[RIGGERS RFASSESSMENTS OF TE1E ~ Pf~OPERTY THAT CC)UkD RESULT ild HIGHER PROPERTY TAXES. 1F YOU HAVE ANY CIUESTIONS CONCERF•IIIVG 9B VALUATION, CONTACTTHE CX)tJNiY PROPERTY APPF3AtSEi~'S OFFICE FC?R RJf~THER #NFORMATION. eT (o) Special Assessment by Publio Body: flegarding special assessmer+ts imposed by a public body, Seiler will pay () ~ the full amount of pans that are certlf~ed,.conTUmed and r8tifled before closing and E: the amount of the fast estimate at ~ the assessrteerlt if an improvement is substantially completed as of Edfectiive Date btrt has not resulted in a Ben betQre ~~ closing, and BuYar w~i pay alt der amounts_ ~o. (f) Tax Withholding:. ti Seller ~ a 'foreign person' as defected by FiRFTA, Section 1445 0l the Intema! Revenese Code ,~ requires Sayer to wlthhotd tp95 of the artio~t trird>FZed by the Seger on the transfer arte! ~rrut the wiittheid amount to the eoo tntemal Revenue Service QRS) unless an exemption aAAr~• ilia ply exemptions its (1) Setter provides Buyer with an ro4 a~idavi;that Seller is not a `foreign Person", (2j Suer prBVid$s Buyer with a Wethttoldirig Certificate providing for reduced a:' 4~ eliminated witttlta~ing, or (3) the grpss sales price IS $3f30,000 or Less, Buyer iS an individual vvho pur+dtia.~es the Property to use as a ras€dencs, and Buyer or a m~nber of Buyer's family has dsftnite plans to reside at the Property for at least 5036 0; ~ ~ the numt3er d days the Prz3perty Is ~ use during eact•+ Of the first two 12 month periods ester transfer. The !f~ requires Buyer and Belles to have a U.S_ federal taxpayer identifir~orr rtumber (`TIN'S, Buyer and getter agree to sx~xrte and deliver as toe dir$cted any instremsnt. affidavit ar statement reatsonablK neC.L°gSey t0 comply wilt: t=[RPTA requiremartts ii~cludin9 aPP~^9 io for a TIN tun 3 days from IBfective a and dei'rvering the respective nN of Socra) Security numbers to the Closing Agent. "t' Buyer ~~.--~ and Setter ~ f - 1 acknowledge receipt of a copy of this page, ~2j~ P vqC-e lam. io~oa o 2ooa ~olioa - o, ~~ evt ~~ .D l~ L5 ~ L/ ~~p 2 g 20Q5 Received Time Sep~22~ 12~51~'M . PLANNING 8~ a~vEi.a~iy~~.;az Svcs! 0 Jep GL U5 "IL:4yp LVUHIVIVt J. LVVt, F"'.H. lL/-l:S;i-UbU/ p.4 B~St CO"jay j 11 / 24/ 2064 15. 84 727449 CiC1LYlEN CLLLSSI ~ ~ p ^ a _ PAGE 04 ~1 ' ~ ~ Available, ~ ~ ~~ t,2 ;i Ballet applies for a withholding cert~icate but the appbcatidn is str~l pend~tg as of closing, Buyer wig place the 1496 tax in „3 escrow at Salters expense ~ tae disbursed in acO0rd9nc8 with the fine! determin3t'lon of the 11=tS, provided Salter so requests 14d 8rld gsve5 guys notice of the pending applicarion in accordance with Section rt 445, If Buyer does not par sufficient cash at ~ .6 closing to meet ttte withholding requirement, Seller vlnll delver to Buyer at closing the additional cash necessary to satisfy the 1~e requirement. Btrye~ wll ti[ileiy disburse the funds to the IRS and Provide Selferwittt copies of the lax forms aril receipts. s,T {g} 1031 Exchange: It eittler Seller or Buyer wishes to enter into a eke-tdnd exchange ~eit}3er Simutteneousfy with closing or r,a after} under Section iQ31 of Ms lnt8ma! Pevenue Code {°6cchange"}, the other party will ooopecate in all rsasonata-e respects 're to effectuate the Exchange including executing documents; provided, however, that the cooperating party writ incur no fiabiliiy ~~ or cost related io the Exchange acid that the dosing shall not be contingent upon, extended or delayed by the F~cehange. 127 PROPERTY t:ONt]iTtON ti72 6. t.AND USE; Setter wt11 deliver the Property to 9try0r at the time agreed in its present °as is" condition, with conditions 123 resulting from Suyer's tnspectiorrs and casualty damage, if any, excepted. Seiler wifi maintain the tar~dscaping and i2" gn7undS in a comparable condition ar~d wilt not engage in or permit any activity that would materially alter the Property's ~~ condition without the Buyer's priorwritten consent ~~ [a) f=lood ~on~ Bayer is advised to verify. by survey. with the leader and wiil't appropriate government agencies vrhich r~ flood zone the Property is in, whether hood EnsLrance is required and what restrictions apply to improving the Proper ly acrd +~ rebuilding in the event at casualty. ~~ {b) Government Regulatlrsn: Buyer is advised that changes in governmerrt rt~guiatiflns ant! levels of service which +~ affect Buyer's intended use a# the Property will not be grounds fOr canceling this Contract if the Feasibility Study ts+ Period ttas expired ar if Bvy~ ktas cht3cked choice (cx2) t3elaw_ • - / ~~ ,~ ,~,~ '~ (c} _!~ actions: (check (7) ar (2~ below) tw Atv '~r~r d~s*" ~/S~D.s'' +~• {1) FeasibFlity Studer. Buyer wig, at Buyer's expense and within from l=ffective Date {`Feasitxlity Study '~• Pariod`y, deterrnins whether the Property is suitable, in 8tryer's sde and absolute discretion, for 1~t ! •- .., t '~• use. During ttte Feasibifiiy Study Period, $vyer tray conduct a t'ttase f enviro msnta+' '~ assessment and any other tests, analyses, surveys and investigations {'Inspections'} #hat Buyer deems necessary to say determine to Buyer's sstisfactivn the Property`s ertginsaring, architectural end ertvirontnenta! properties; zoning and '~ zoning restrictions; subdivision statutes; sail and grade; avaflabfllty of access to public: roads, water, and other ~~ utilities; consistency with local, state and regional growth management plans: availability of permits, government uo approvals, and licenses; and other Inspections that Buyer deems appropriate to determine the Proper•ty~s suitability Teti for ttre Buyer's intended use. if the Property must be rezoned, Buyer will obtain the rezoning from the appropriate taz government agencies. Seller will sign all documents Buyer is required to file in connection with development or '~ rezoning approvals. - ~"" Salter glues Buyer, its agents, contractors and assigns. the right to enter the Property ai any lime during the Feasibility . rns Study Period for the purpose Of conducting Inspections; provided, however, that Huy~rj its agents, contractors and tae assigns eater the Property and conduct inspections at their own risk. Buyer wit! indemnify and hold Seller harmless zar ftvrn losses, dattt<-~#ss, costs, Gaims and expenses of any nature, frtcludtttg attorneys' fees, e~ertses and liability '~e incurred in application for razortirrg or related proceedings, and from IiatZir to an rty y person, arising from the conduct of as any and ail Inapeetlorrs or arty work authorised by t3tr}rer. Buyer will Wort engage in arty activity chat could result in s ' ~ construction Ilea being ittsd against the Property without Seller`s prier written consent. If this transaction does not ~s, close, Buyer wilt, at Buyers esg~ense, {i) repair sit damages to the Property r$sufting from the Inspections and 'S2 return ih6t Property to the condition it was in prior to conduct of the Inspections, and (2) release to Seller all reports ~~ and other work gensratetl as a result of the lnspec#ions- 15a Sayer watt dsllver written notice to Seller prior to the expiration Of the Feasibility Study Period of Suyer's ~~ determination od whether or not the Property is acceptable- Buyer's failure to oornply with this notice requireme~tt ~~ will eonstltute acxeptanoe: of ttt© property as suttahle for Boyar's Intended use fn its `as Es" condrtion. If the Property tsv is unacceptable to Buyer and vrriMen notice of this fact is timely delivered to Seller, this Convect will be creamed '~ terminated as of the day after the Feasiblity Study period ends and Buyer's daposit(s} uri![ be returned after Escrow 'sa Agent receives proper authorization from all inter8sted parties- ~~' ^ (2~ Na Feasibility Study: Buyer is satisfied that it,e Property is suitatale for Buyer's purposes, including being ,b, satisfied that either public sewerage and water era available to the Properly or the Property wit be approved for the ~~ ins#afbtion of a well andlor private sewerage disposal system and that existing zoning and other pertinent n3guletions tEO and restrictions, such aS subdivision or deed restriCtipns, eancurrency, growth management and environmental ,~ conditions, era acceptable to Beyer. This Contract is not cxintingent on Buyer conducting anyftnther investigstions- '~ {d} Subdivided Lands M this Contract is for the purchase of subdivided (ands, defined by Ecocide Law es °(a} Any '~ contiguous land which is divided yr is proposed to be d'IVided for the purpose of dtspositivn into 5o ar n•tore cots, '~ parcel, ur~cts, or intet~ests;, or {b} Arty land, whether corrtlguous ar rat, which is dfvlded or proposed #o be divided into rata 50 or more IaLS, parcels, units, or interests which are offered as a part of a common promotional pfan.", f3uysr may r~ r~rtcel this Contract for any reason wttstsoeverfor a period of 7 business days from ttte date on which Buyer executes r7o this Gontract_ tf Buyer elects to cancel within itte period provided, all funds or other property paid by Buyer will be '" refuruied without penalty or obligation within 20 days of the receipt of the native o€ cancellation by the developer. m Z, FitSK QF LOSS; EMINENT tJt}MAitd: It anp portion of the Property iS Ftrateriafly damaged by casualty tsefore closing, i~ or Seller negotiates with a govem€nent2l authority to transfer all or part of the Property in geu of eminent domain proceedings. »~' Bayer (~.~ t _} and &alter ~_} acknov~tedge receipt of a copy of this page, " >s 7 VAGB Rev, 10/04 ®2004 Florida AsBOp not RE4tTORS• All Frights FieB9rv~tl D _ . ~~~ 2 ~ 2~ Received Time Se~~22, 12~51PM •~ . RI.ANIVINC~ ~ ~~~- ~.;. °•aT SVGS CITY f ::" .t.&~A: i'.^~.~: i yep LL Ub 'I L:4yp LVUHIVIVt J. LVVt, F'.H. .11/24!2064 15:84 7274499 ~ ~ /L /-1:53-UbU / GOLDEN CLASSIC ler~ ~~~1 Y~~ p.b ~ACk 85 +7s or ii an eminent domain proceeding is initiated, Salter wilE promptly inform Buyer i=ither party may cancel this Contract +~e by written notice to thB other within f0 days from Buyer's receipt of Seller's notification, tailing which Buyer will c;o9e in +rr accordance with this Contract and receive all payments made by the government authority or inSurertce company, if arn~ +ra TITf~ +zs 8. TITLE: Setter vuill camrey msrketabls title to the Property by statutory warranty deed or trustee, personal representative +o~ or guardian deed as spproprlate LO Seller's status. +a+ (a) Title Evidence: Trtle evidence will show legal access to the Property and marlcetabte title of record in Seller in ~vz accordance with current title standards adopted by the Ronda Bar,~ bject only to the following title exoeptions, none o. }as• which prevent Buyer's intended vse of the Property as _I'T u !,k _ /- ar•, r j ~ ; covenants, easemznts and tiaa restrictions of record; matters at plat; existing zoning and govern ant regal ions; oil, gas and mineral rights of record ii +ss there is no right of entry; current taxes; mortgages that Buyer wilt assume; and encumbrances that Setter will disJ-harge at +ea yr before dosing. Seger w~l del'iver to Buyer Seller's choice of one of the following types o: tine evidence, +ar which must be generally accept:'d in the county whP.re the Property is located {specify in Paragraph $(c) the selected +sa type). Seller wilt usB option (t) i€r P&(rrt Beach County and option (~ in Miami-made County. +~ (i a A title insurance cornrrtitment issued by aFlorida-licensed title insurer in the amount of the purchase price and ~a~ subject only to title exceptions set forth in this Contract and delivered no later than 2 Heys before Closing Qate. +Ur (2) An exuding abstract of title from a reputable and existing abstract 5rn~+ (rf firm ~ oat existing, then abstract muss be ~s2 certified as correct by an existing firm) purporting to be an acctgate synopsis of the instruments affecting title to the ,~ Property racarded in the public recorrJs at the county where the Property is located and cerfs~ied to Effective Date. +~ However if such an abstract is riot available to Seller, then a prior atNtset's this policy acxept8ble to tt>a proposed usurer +~ as a i3ase for reissuiartce of cxwerage. Seller will pay ivr copies pf aft pc~cy exceptions and art update in a format +es acceptable to t3vye~s closing agent from the policy effective date and eerti~ed to Btryer or Berya~s dosing agent, +9T together with copies of all t90curnents. recited in the prior policy and in the update. Ef $ prior policy fs not aveil8ble to ~~ Salter then (?} above will be the title evidence. Trtle evidence will be dern+e-ed no later than 10 days before Glosing date. +~ (b} True EsceminQtlon: Buyer will examine the fine evidence and del'nner written notce to Salter, witfiln 5 days from receipt 2flo of title eviderxe but no later than closing, of arty defects that make the title unmarketable. Seller will have 3t7 days from for receipt of Buyer's notJCe of deeds ('Curative Periods to cure file 'defects at Se€fer's expense. Ef Se11ar cures the z~ defects within the Curdt'rve Period, Salter will deliver written notice to Buyer and the Parties will close the transaction en zoci Closing Date or within 10 days €roni Buyer's receipt of SeAer's notice if Closing Deie has passed. if Seller is unable to zoo cure she defects within the Curat'svs period, Seiler wilt deliver written notiL,e to Buyer and Buyer will, within t d days tram 2fl5 receipt of Seller's notice, either cancel this Contract or accept Title with existing defects and close the transaction, Zoe {c) Survey: Buyer may, prior to Closing ©ate and at Buyer's expense, have the Property surveyed and deliver writ'er~ 2vr nvtJce to. Seller, within 5 days from receipt of sunray but no later than 5 days prior to closing, of any encroaphmer+ts ar zoe the Properly, encroechmettts by the Property's improvements on otftar Lands or deed restriction or zoning violations. Any zcs such encroachment or violation will be created in the same manner as a title detect and Buyer's and Seller's ob(Jgeti~ans 2+U will be determined in accordance with subparagraph {b} above. tf any part of the Property lies seaward of the coastal z+ ~ construction corttro! tine, Seller wilt provide Buyer with an affidavit or survey as required by law delineating the line's 2+2 location on the property, unless Buyer waiveg this requirement in vvriting_ z+~ f hIEtSGEI1ANEt3i1S zia 9. EFFECTIVE DATE; TIME The "Effective Date' of this Contract is the date on which the fast of the parties initials or 2rs signs the latest offer_ Time is of the essence for afl provisions of this Contract. All time periods expressed 2s days will zr~ be computed ]n business days {a 'business day" is every calendar day excep# Saturday, Sunday and national legal z+T holidays}, tf any deadline fads on a Saturday, Sunday or nationei legal holiday, performance will be due the next business zra day. All time periods will end at 5:41J p.m. local flme (meaning in the county where #ha Property is located'} of the 219 appropriate day. zzo #D. NOTICES: Alf notices wiq be made to the parties and Broker tJy mail, personal delivery or electron€c media. Suyer•s rr~ fzulune to definer timely written rtot%ce to Setter; rnrttert strctt notice is requlr~ed try this Contracts regarding arty contingencies z22 wl@ render that cotrtingency Hutt and void and the Contract wig be constved as N the corttingen4y did not exist Any 223 notice, document or itertt given to ar received by an attorney or Broker' (nclud'mg a transaction broker} reprasentirrg a zza party wilt be as effective as if given to or try that party_ z2s 1i. COMPLETE AGREEMEN"i This Contract ~ the entire agreement between Buyer and Seiler. Except for brokerage zzs agreerrtents, no prior or present agr~eemenLs will bind Buyer, Setter or Broker tmless invorporated tnta this Contract. 2z7 lvtodi(ications of this Contract VJIR oat be binding unless in writing, signed ar initialed end delvered by the parry to Jae bound. 2zs This Contract, signatures, irtitfals, documents referenced in this Contract, counterparts and wrrtten rF+vdifications ~ communicated efectrmi~glty or on paper w,7t be acceptable for all purposes, ineludfng delivery and vviH be txnding. Handwritten zoo or typewritten terms inserted in or attached to this Contract prevail over preprinted terms. If any prevision of this Contract is pr zaz becomes invalid or unsnforesable, alt remaining provisions vti~l continue to qe fatty effective. Sujrar and Setter wtifl use diligence 232 and good faith in perfomting all obligations under this Agreement_ This Contract wll not be rtacorded in any public records. 12. ASS'tGNA83LRY; PERSONS BOt;JNt7: E3tryer may not assign this CvnUaet vrithout Seller's written ovnsent The terms 23~ "Buyer',. 'Salter' and "BfetCe~' may be singular or plural. Thi4 Contract is binding on the hers, adminisb~ators, executors, zas personal es and assigns (rf permitted} of Buyer, Seller and ®rEStaer_ 2~ ~Y~ U L~ and Setter ~'~ acknowledge receipt of a copy of Phis page, which' - f P (~~~7 VAC-0 Aria tD/D4 ~ 2004 FtorJda not Rr~ltoFS° AO Rights iaeaenred~ ~~ t @/ Sip 2 s 2005 Received Time Sev~22~ 12~51PM 1 ff.~ ki i I. E ~: v '~? SVC` Jep [L U5 "IL:bUp LVUHIVIVt J. LVVt, F'.H. /L/-/:3:3-UbUI p.b 12/241;2004 15:04 7274499 GOLDEN Ct_ASSIGS~,~ PAGE 00 ~~~~~N~ zrr DEFAUt_7 ANa DISPUTE RESE3LtJT1pN 2:se l3. DEFAUt_'i: (aj 5elter Default: ff for any rea_5ott other titan failure of Setter to make Sailers title rnartcetab[e after diligent et`ort, 2~ Seller feels, refuses or neglects to perform this Contract. Buyer may choose to receive a [slum of Buye> s deposit without zdo waiving the right to seek damages or to SHetc specific perfarrnanos as per Paragraph 14_ Seller wi>f also be liatale to Broker for za, the fuR arnouni of the brokerage lee. (la) Buyer t~rfatmilt if Buyeriails to perform this Contract wiLhlrt ffte tune specified, including zdz tirnefy payrrsent of alt deposits, 3eliar may choose to rain and collect all deposits paid and agrt~ed to be paid as liquidated zd3 damages or to seek specific pertormarrce as per Paragraph 14: and Brol~r will, upon demand, receive 5096 of al[ deposits Zaa paid and agreed to be paid (to b6 split equally among cooperating brokers except when closing does not occur due to Buyer z+s not being able to secure Rnnrtcing after provtdng a Commr-mertt, in whichcase Brnkerfs portion of the deposits w111 go solely 2a9 to the listing broker} up to the fug amount of the brokerage tee. zdr 14. DtSPUT'E RESOLUTION: This Contract will tee construed under Florida law. Ail CantR7V6r51eS, claims, and other matters in z=e question arising out c7f or relating to this transaction or this Gontcaet or i1"s breach wvifl be settled as fellows: zee (tt) Disputes concerning erttitfement to d9pasits made and agreed to De made: t3uyer and Setter w~{ have 30 days from zso the date conft"icting demands are made to attempt to resolve the dispute through mediation. [f that fails, Escrow .4gent zs+ witf submit the dispute, it so required try Florida law, to Escrow Agent's citoics of arbitration, a Ronda court or the zsz Fiorid& Real Estate Commission. Buyer and Seller will be bound by any resulting award, judgement, or order. 2ss (b) Ail other disputes: Buyer and Seiler will have 3t] days from the date a dispute arises between them to attempt to 25a resalv8 the matter through mediation, tatting which the parties ,,viii resolve it+e dispute through neutral binding zss arbitration in the county whersa the Property is located. Ttte arbitrator may not attar the Contract terms or award any zss remedy oat provided for in this iJontret:t_ cite award uvi1E be based on the greater weight of the evidence and vri!" zsT state findings of fact anti the contractual authority on which if is based. t# the parties agree tv use discovery, it will zss be in accordance with the Rorida Rules of Civil Procedure and the arbitrator will resolve all disc.eovery-related zee disputes. Arty disputes with a real estate Gcertsee named in Paragraph 't 7 w+ll be st9~n7itted to arbitration only if the 2~ licenses s broker consents fn ~vriGng to become a party to tf+e proeeedrng. This clause +nnlf survrve closing" za+ (c) l++tediation and Arbitretion: Expenses: 'Mediation" is a process in which parties attempt to resolve a dispute by zs2 submitting it to an impSrQal mediator who #aalitate5 the rPSOh~tion of the dispute but who is oat empowered to Impose a ~+ sg#ttement on the parties_ Mediation will be in accordance with the rules of the American Arbitration Association (°Ar1A") zee or other mediator agreed on by tits parties_ The parties wilt P,quetly divide the rnediatfon fee, if arty, •grbitcatipn' is a zss process in which the parties resolve a dispute by a hearing before a neutral person whet decides the matter and whose zsr, decision is binding on the parties_ Arbitration w71 be ill accordance watt the rules of file AAA or otfaer arbitrator agreed z67 on by the parties. Each party to any arbitration wits pay its own fees, costs and expenses, including attorneys' fees, and zoe will equally split file arbitrators' fees and administrative fees of arbitration_ ~In a civil action to enforce an arbitration z~ award, the prevailing party to the arbitration shalt ba entitled to recover from the nonprevailing party reasonable zro attorneys' fees, costs and expenses. 27i ESCROW AGEhtT ANO Bf~OtCER 272 15. ESCROW AGENT: buyer and SeNer autl-+orize Escrow f~gertt to reCenre, deposit and hold funds and other items in zra escrow and, subject to c[sarance, disburse them upon proper aufttorv_ation and in aeeordertce with Forida law and the farms zra of this Contract, including disbursing brokerage fees. The parties agree that Escrow Agent v+nll [sot be Fable to any person for z~s rrriSdelivery of escrowed items to Buyer or Sonar, unless the misdelivery is due to Escrow Agent's willful breech of this 275 Contract or gross negligence. if Escrow Argent interpteads the subject matter of the escrow, Escrow Agent will pay the zn Fling fees and costs from the deposit and wilt recover reasonable attorneys' fees and costs to be paid from tht~ z7e escrowed funds ar equivalent and cfiarged and awarded as court costs in favor of the prevailing party. Atl claims z~ against Escrow Agent will be arbitrated, so long as Escrow A,geni consents to afiitrata. zsj 1 B. P€tQFESSIONAL A,DVIC~ BFtt?I~R t_1A81L1TY: &oker advises Buyer and 5etler to verify aH facts and representatiorss zez that are lrrtpartant to them and to consuh an appropriate professional for !®ga[ advfs=e (tar example, irrterpreting contracts, zaz determining the effect of taws on the Property and transaction, status of fine, fvreigrt investor reporting requirements, etc.) zee and for tax, property condition, environmental and other specialized advice. Buyer ackrrowledg~ that Broker does not 2s-+ reside in the Property and that all representations (oral, written or otherwise) by Broker are based on Seller zee representations or public records. Buyer agrees to rely solely on Seller[, ptsofesslor>ta[ insgecivrs and governments[ zee a$er+c[es For verlfu:a5on of the F'rvperty condition and rests that materiaEty affect Property value. Sayer and Selfer zs; respectively wA[ pay alt costs 8rtd expenses, including raasonable,attarneys' fees at all levels, incurred by Broker and zee Broker's officers, directors, agents and employees in conneciton with or $rising from Buyer's ar 5ellar's misstatement or zeQ Failure to perform contractual obligations_ Buyer and Salter hold harmless and release Broker and Broker's officers. zoo directors, agents and employees from all liability far toss or damage based on (l) Buyers or Seller's misstatement or za+ failure to perform contractual obligations; (2) Broker's performance, at Buyer's andlor Seller's request, of any task z7z beyond the SCOpe of SetvlCes regulated by Chapter 475, F.S., as amended, including Broker's referral, recommendation er ~ retention of any vendor, {3) products or services provided by any vendor; and (4) expenses incurred by any vendor. Buyer zed and Selfer each assume full respvnsibiLty for satecting and compensating their respective vendors. This paragraph wrl; not zee relle..e Broker of statutory obligations. For purposes of this paragraph, Broker wiQ be treated as a party to this Contrac'. 29s This paragraph wilt survive closing. zee 77. Bt40lCERS. Tice tscensee{s) and brokerage(s) Warned below era cofieciFVely referred to as "8ratcer." instruction to Glasino zee Agent: Sellgr and Buyer drcsd closing agent to csburse at closing ttte frill alrsourtt of the brokerage fees as specified in ~' Buyer (.-1 U and Selier~'' acknowledge receipt of a copy of this page, wh' r. a es. v~4G-8 Rev. 1~fOd 4a 20a4 Florida of ~1~' Ali Rights Reserved ~~b~ ~~ ~(~ U1 C~a z a X005 Received Time Sep.22~ 12~51PM yep GL U5 ~IL:bUp LVUKIVIVt J. LVVt, i-'.H. /L/-/~~-UbU/ p,l ~11/24~20H4 15:04 7274490 GOLDEN CLASSIC ~ ~ ~ ~ ~~~ ~ PAGE 07 3~ separate brokeu'age agreerttents with the parties said cooperative zlgreemsnts between the bnoScars. exCe~t to the extent ~~ Brvker has retained sucfi f>3~3 from the escrowed funds. In the absence of such brokerage agreements, closing agent will 3~ disburse t3rvfcerage tees ae indicated below. This paragraph Witt rwt tas used to modify eny MLS or other otter or 3v3 cornpensaiion made by Seibr or IEsting broker to Cooperating brokers, ~' Serwig Sates M2roorsaaNa Seth FinNBn.YaarsyeFe~ ~ a 9s oiRsrlasse ce) 3oT tls1M~ setae Avaoc>setdlklerass /Ja 30B 3oa- !8. ADDtT1~r1AL TERMS- 310' ___ tlasrag Arrr+t3ra-,~gga flee: (Scar 96 of Pt~rn-asse FfYioe) ADDTTtO»AL TEAMS 1 J ~ ~~ ~w^~' ~~---..-- _. 311• 312' 375' --~--~ r - - - ~_ ~ ~ t _ - - ~ /r ~ .._. . r 3tS' 319' ._ ~.~_..--- - ~ .~_ ~- --• 32D' . .-._~. .- . - _ ---~ -- -- . ... -_ ._ ~ 321. ... .... ._ __ _ ~...- . _ _., .__~ . .. ~ 3~' ~.....-... .-_ ~---.. 3ffi' .... •- 327' --- ~ °- .....__--- ~Ar' --~--... 330' ._._- ---•-•--- - -- 331' - - _- ~ _.-~---------.. ._. . sort -- _ -- - ~._...__---. .. 333' --- -• --. 3~5' - - ~ -- . _.~ 338' ;gar' 338' - -- - --'_^ --•-----.~_ __.._.~- ~.... ---- -- -~-----~ - -------.~.~ ~. ----•--- --~ . .- ----- . _...._.. ..... •----• -~~-- --... ~ a+r _ ,. ..... _ 1~ ~' _ _ ~ ~ - / ~. 351' ."E'YT6"i7'Pi'f7G~-~L"~ /` x '~°~' ^ S~ ~.. L4,~%- ~'t t-. ~ ~ "J~ ~4` i CAC A. a,. ~ .. .i'+~T~'[2~ '._ _ ~. -_~_ - 3C~3' 35r ~' _._ . __.. ~ `~ --------- t3tayeir ~}~~~ and S6Jter ~h~' {_,~ eclmowledge racetpt'of 8 Copy of fhia page, wflich Es Page 6 of 7 Pages. vacs ~ ~ tvps o 2oa Ronda of s~x,=~s• ~ ~hta Re~4erved Received Time Se~•22~ 12~51PM Jep GL U5 lL:b"Ip LVUHIVNt J. LVVt, F'.H. '11/24j2004 15:04 7274499 rL ~-~:s~-uou ~ p.ts ~ol_nEri cL~ssres~ Q ~ ~ ~ ~ ~acE as ll..~JBB~~ iV asa Tttfa is intiirlded in be a iepr~y b~rtdY>s oontrac~. tf nOt ~Y ursdess~OOd, seek t3~e advice of an aitocriay prior to signlr~g. ~ UFFi`R AND ACCEPTANCE 3a,- (Check if aFspYrcabta O Buyer r>eCeived a mitten real Ploperiy d~scioscue statHrrzean from 3etlet Datore making the Otter ) 3~ Buyer otters to purchase the Property on the above terms and corx3itions. Ltnles this Cortttact is signed by Seller and a ~' Copy de!<vsred ~ Buyer no IBfBr tt3arT ~~ ~ ~ Q a.m.~,f p.rn. On ~l~Z(~ ~b ~ ,this otter will be 3a. ravokeCf end Buyar'~ dspa~sit reftmcied subject to clearance of funds. aas- per: /1 ~ 6-! 3e8' 367" Q~9: l~ 2 O L aoa PhOf~@: ~- Feu: 3~0• E_rnalf: - _ ~Y~, Pont ire Blly9r: Print na Acidsass: ~m pate: Seleer_ err Piet name: 3~' Daoe: Seller. ~+• Phone: Ptirft name: srs• Fax A[idr~ess: _ sra- E-rn811: ~r COUNTER OF1=!_ii/ R>"iECT1ON era- D fiellet Cciartsrs Snyer"s otf9r {tD accept she eotirttea' otter, Be7yer must ~ or irYtFa1 the Co4tntBr otteced terms and cseirver a 3~• copy d tt ~e eoceptai~oe to 8~ilvr try 5:00 p.nt. on . ~.~. O Seiler rsje~cts 8uyer's ~7fp`er. ~'' ~ EI[ective Datec i j ~~r3f ~ ~.~ (nse r3aza txi >d>o last party stgred or ftiit~lad ~ of ma ttirai d(er } ear Bulb ~~ [_„~ etsd $dlelr ~.~ {~~;~^~~laiow~d~ r9Ceipt bf a Copy Gt tts3s p~je. Which 1s Pa~O 7 of 7 P2~g6s. TIsF~kt~MociOCa~l~~oo~abloaiHOr~i'moan rn~Fan~wpnr.~tlow.a9or~.i~+n+A~rnr.d+a+w,~a+r9rp+a~dw.ha,,,ln.-~epedec inrractioRThfn~hrAd~dlprp ~~ rs1De11Md1nam~tlf~f1~11~srwM~p0~3iw ifd~esor~Qtlkb~a'rt~lrta~nl~ w~ri~t~i-lbrueby Yrte+t4~ Rat w~ ind~y ana 4~eoe~+d.dblDrrl~ wu.~.ssi+~.~.o~-ra~uoR~ ^,.~rwwsa~.n+r+~o*snt*.,~.rraurinw wu..~t o~hr~..r «rw.~r...wiro,~.a~~ d u,. Weati~a.ou(wYOAaf i1tfK70i1-Md M~o.wbb ~a1+tl~ia dCiioa . Yn. o~r~.at~+r u+nws~iw nTUgeeafbeaar,.ua~,Db.a~sia~ dolRKfa~sby.rp'et~.:~ miiLQaanpt~e~d,oune WAC-a aev. ,waa a ~ Aatda As.c~csencn of ~n~a- N rt>pr~ Ae.an.d p '~C~C~DaC~ ~~ ~_~ ~~p 2 ~ 2005 PLANNING 8 DEVEtOPivrE~iVT SVCS~ ~lIY AE Ct~AF.1tYATE.R Received Time Sep,22~ 12~51PM Jep [L U5 "IL:S"Ip LUUHNIVt J. LVVt, I-'.H. /L1-1:i;S-U5U/ p.a ' :_/24/2004 ? ~: fl4 727449 GOLDEN CLRSSIC~ ~ ~ ~ ~ ~ ~ ~ PAGE 06 I -:, -~ : _:. ~" lr fn be a ~Y b+ndifig oontraoL tE not f tidy t~ricies~od, se~elc the advice of apt ~iott~ax for to sign-rs~- CF1Ft3~ AMID ACCEPTANCE ,:~,,- ;Gs-,ti-:; `f ~ ~7~°-'Able: Q Buyer rec~tved a written rest property di9Ck7StJre 9f8femerrt from 3•e~ler before making this Offer.) x-Q Suyer offers to purt;Jt~ the Property on trte above t+~ms an4 corKiitions. U this Contract Ls signed by Seller and a ~' ~y del'v~wd tp Buyt'ir n0 iai9r then t~ ~ ~ ~O a.m.~ P•rn• ~ f1~~~ y F ,this oifa~ Mrilf be ravo;.eG :max: Buyers ciepoait refunded subject to clearerx~ a€ funds. 3~ ~" Late: 1~ ? o ` tee- i~t7ax:: 3rcr E-msg. --- -... s.r- Date: - -•-~ E ~~ dJ 37~ 3TJ' Da:^' 373' FaJC: iir. ~-rn~il: SuYeF:, Rrlnt na Htryer: f~sint na ACldtESS: Print name: Setff3r: _ Prsrtt flame: ACidress: _ s~7 COUM-Ef3 OF1=ER/ HEJEC'rtION a~ Q Sa'ite~ Ccvnters Buyaf's Offer (iv accept the frotxtlf3r over, Buyer rfYL9t t3iprf or tnit381 ~ counter Offetefi terms and deliver a 3~' caey ~r .j ~ aoceptarloa >n Se1{or by 6:C10 p.m. an ~ ~.~}. D Salter rejects Buyer's otfef =~. - ~{,.;eves D~aL~ (Zhs d~ on v+rl>rch f~ ~ pretty ftip~d or lr>,i~alad s`coe~rroe o~ ti~a firf,et o#er.} ~i' Suyf~ r~_ . (_,,,._J and Selloff ~.,~} ~~a~~mawiadpe ~CerPt bf ~ oop'y t7f iris papa, w#liclt ies Rape 7 a0 z Pages. TtrRoridaNK~asOnP~Rrac7o~~~rdbO~lEbledrAa~o~iDOn nrlMlgn~..s,trfowasblkrLP~ri~Yoe~O~pt~vY~~'P'~j+dWafocsnbar7~Wx'!6c tv=xris. Tt3~ sCriOirOteW ~a0-r-ixald notD+UMEih mtpibi fYUfwCtlQ+~atw#ft r11w~ ~1d~es9~~00~tlw+aTfis lonwi~ s~irpM74rra~ hg ffw~>f~ rwl whdrkr6wvy xd Ja n . S-osf~d b bOrMlryfllR U~Klri ~Aracxw~ fiY7rTli a ~~ CddM~Af~OR~tdpwslCMl~ln+,r 0-lrrl °~Y51 ~ twit no.u.....tw ae.arn,mr. d tfr~ uuo..~t A,raarNcil ts/ fieao~aad wio ~ba~Ora b ~s Ood. d ~lioa lTec~~i~vwaf#'MIJ~WGSMYa(7Ttea ~~brOkfitslnel~yl~CgpiOdLiQ~tlhtenefSRiabyt~'filtllKhQA^Dfdrr~ormrtlplJia~+dfarm v,:c-e ~. 7 eoa o zao~c riorida ~saa~etbn c~ As.ue>~ wl r~+ta r~ea+vea p ~~~u~~ Cep ~ 0 2005 PLANNING & DEVEiOPWi~NT SVGS ._.._". cull ~ iY`,fA~R _._._.__.. Received Time Sep•22. 12;51 PM J2(J GL U5 "IL:Utip LVUHIVIVt J. LVVt, N.H. /L1-13;5-UbU/ P.'IL AI3DENDU[VI TO CONTRACT " FLORIDA ASSOC[ATlON OF REALTORS Addendum No.... 1. to the Contract dated 17/23!2004 -_ _.._. . - between William, L. Jacobsen . .. -- . _. --- --- .. _ . (Setter) and - Sun Group Construction Consultants, lac orasslgns (gayer) concerning the property described as: Parcel ~ s_18-29-16-pOQ00.43¢02U0 and,'i8-29-1d-00DOd-43d-.0100 (the "Contract"). Bayer and Seller maEce the fof}ovring terms and conditions part of the Contract: Buyers and-Sellers agree to the. following terms. and conditions;... 1.__F~ctehd the due rlill_gence_period through April 20, 2dQ5. 2.,Commencing on May_?, 2003 and on tine lsf -v_f every_month tlntil.Ehe Froper~}! r Js closed o~ the=yer wi~ay the seller which is not applicable to the purchase price. /f the closing occurs mid-month or before the month is com fF efed the ~ wiJJ be pro-rated on a per day. basis. --•,-•-,-. --. ---.--.---..... -.. _... _..._.-•---.---•---- -----.----- ------- 3_ The Seller authorizes_fhe. buyer to put signs, or a sales troller on the properly to_ market its rutetre~roduct __ __ -- - ----- --- - ------ --• ---- - - -- - ---•~ --~--- -.-a!3~~ - _- ~C _ t~. k ,>~ ~ , l ~ t x_32, s~, ~ y . rr ~~~rrJ~i~ ~)y ~ _ - ---- ; - .. f 7I~s ---- f - - _ .. .---... . ..... . - --- - Date: ._.__ -- --•----.•--__._-._ Buyer: Date: __~~~5~a~ __" _ Btryer: , Dat c: J .'~..~ ~ ,. ~ S. _ Seller: ~/~ Bate: __ Seller: :+~ The Florida Association of Realtors and local Board/Association of Realtors make no representation as to the lei] validity or adequacy of any provision efthis Form in :my specific transaction. This standardized term should no[ be used m complex transactions or Svith extensive . riders or additions. This Form is available for use by the entire real estate industry and is no[ intended to identity the user as a REALTOR[R). REALTOR(R} is a registered collective membersl;eip mark that may be used only by real estate licaisex_s who are members of•the National Association of REAI.TORS[R) and who subscribe to its Code of Ethics. The copyright laws ofthe United States (17 t1.S. Code} forbid the unauthorized reproduction of blank forms by any means including facsimile or computerrr~ed forms. ACSf-2 3145 Copyright 1995, Florida Association of Realtors(R} P.O. Box 725g2? Orlando, Florida 32872-Sa25 Ai[~ "g~ats•.f~sr ert~ ~, This form is licensee-! for use~by Fore-rulator FForms~SoYRlvare 800-]36-1027 ~ ~ ~~tC~ (t[~L7 ~5~3~-~/~.c-.~.~ /~:.-1~~=~.1~"//~ ~,.,,~,.,, ~iill~l ~].1St3I2t"i~l t~ .. ~~~ r~`'' c c~ ~ r=o. ' `' ~ CAIIIEhLSS1oII~D3~~~ ~ _~•~';<z EXUfLeS' 3uII }.9, 2U08 ~, a ~~, as?~o~s ='~z • - •'d~ Bottdeid'Ilnu '-. ~ ~ 1 '`` °~ ~:"~ Atlantic Bartd'me Co, Inc. , Received TimerSep~22•-~12,07RM e- PIAN GN ~ EVES #DD. ~ 19, t 1~tti gag G Jep GL Ub ~IL:Lyp LUUHIVIVt J. LUVt, F-'.H. /L/-1:5~-U5U/ p.L ~7~/ 5i I20~5 69.03 8138731958 5~ ~ ~~ ~~~ c'`'~`' c i"'~ ' '""` ~' t/ c~. Post-~ fax fV.ot~ 1671 gate _ _ ~~- ~Ct~Gt q ~1~ Fraan > Co. Co.1Dev~• Phone e Pt+one d TT O Su ~ 733 ~ ~ ~'*'~ L FaxA -, r atxcC:.ttA-~i~ A l~_~AE~I~ AGRRL~`~T Tffi3 PURCSA9E :AI+ID BALE AGltE~.E1~F1~1T (the "Agreemetrt "} is made and entered into this day of ~t~ ZI305, by sod betweeta 14H1Y Sx'Rfl38 nod R[l~ER SRt3~3ERICK, whnso mfg adclre$s ia: rlo Broderit+k ~ Associates, Ana., 5514 Park Boulevard, Piaelfae Pam FL 33781, b~nafter referred to Sts the "SeAer=; and ~t3'.i7P'~ I~©~.vx ~.s, ;~e~, ~;t~., a ~i~u~ c:c~npc,reiion, whose business addCess ie: !4t[u: 1Vlicb~el A. Willenlfachea, 2637 McCfxrmiclc 17rive, G7earwater, Florida 33759, het'~tina~er refetzed ~o as the "Buyea~', ItEGT'FALS: (,~i) The Seller is 8~+e owner of #ha h~ec des~'bed property, and is able to convey good and noark+eta6le title, free and clear of all Iieas end enaurnbraares, e~ccept ss otherwise min provided, to Buyer, and Buyer des7ire~ #o pu~hase the Property fratn the Seiler and to close oa said pzapecty subject to the tlerms as hereauef~ set Earth, said propert3r being mote fir[1y described as foltuvlrs: See Pxhii~it "A" attached hetetc3 end made s part hereflf by reference. The property is ~.5 sates, iVIQL, Pine3las Ommty, sad Boyer is purahesir~g said acreage, sod paying the price as bereimafler determined„ based upon the ur3..derstandiug and agreemeat thgt the pzeperty will allow development of a minimum of twenty fair (24) multi-family tawnhama zrsidential zmiis [the '~ermitmd Use"j. To the enctent Buyer is unable tb obtain author;~atiott to develop #be Permuted iTse, following tesson>ebla dtre diligence, then Bu~-er map canecet finis agt~eept. Plfl~ TuFttTi g~~i in oatesideratirne of the a~utnal promises caateined in this Agreement and fvr other valuable eonsidreraticsn, the receipt aad adequacy of whchl? >;s sowIedged by each party, the ree3itsts set forQ~ abrrve are iucarp>vtated herein by reference, and Bailee agrees to sett and the H~ryer egress to puncbsse ibe P=aperty upon tite following tesIIts and conditians_ AR~'IG'L~ fll~ - P~CSASE ~`'RIC~ AND E,SCRflW 1.1 Parchase Prlre. The total p~ttchase pride hereunder is ONB MILL [a) The amonut of the deposit - ss an eaa~esi nz Dart [the "Esuiest 11~Iax~ey Depordt) which shall be: paid by the Buyer t u is attvgnay , as ______~ -~~~ ~~ ~. EGA 2 ~ ZOa5 Received Time Sep~22~ 12~32PM ~r~""'~„V~~-~aain~d~~xY„_ yep GL Ub ~I L:;3Up LVUHIVIVt J. ~- ~ 5HM 1 tK L:UNS7RUC~ PAGE 14 / .~ hereinaflsr provided, (the "Escravr A.g~nf'~ within five {S~ business days altar this Agre~xsnt is executed bybQth the Setter std the Bayer. ate Bscrow Agcg# shall hold the Beanest Money Deposit iii escrow vatic closing. At clob-iag, #'h~ Bamcst 14itmey Deposit shall be paid by the Bscivw Agent tv Seilcr and all such monies shall be applied against the pRU~clmse price true flf Bnyet at closing. At t1~e request of Buyer, said escrow deposit shall be placed iu sn infernst-bea~g account, with int8rest g #a the benefit of the Buyer. Z3pon written request, Buyer shall provide said att+oraeya' with Buyer's Federal I.D. Nuteib$r for purlwees of reporting income. (b) If the Bayer elects to proceed with tlxe gumbase of the Property, #hen within tcn (1 ~ 6usiuess days after the axpiratic~a of the InspeGtran Feriod, the Buyer shall gay to the Escrow agent the sum he~iaatter referred ha as tfte "Additional E~rEtest A+foney I~eposit"_ Fox purposes of this a~ent~ the taraz "Additional Earn'rst Money Deposit" shall be incorporated in ~e defi~an of Bazuest Marley Deposit (c} 'fie balance of the purchase puce abaII bo paid is cash at clc~to~g, unless there is Seller or o#hsr I"iuam~cing agreed to by the parties hereifl, and identified on sr~ l3arlubit to this s~re>amen~ said e~bit #o be initisiled by both Sel3er end Buyer, upon executiaon of this agreeraeot. ARTICLE T~7VD -1~T'I,E Iitif~3URANCIu i 1 ~f 2.1 TiNe Insarance_ Oa e$are thirty (3fl) days frr;m the ei'Fectiv~e date h Seller s'ban, at SelleEr's eapease3 'de a title iasarance con~xnit~,ucn#t+o Euyer i ~reasan$bly acceptable to Buyer> sgreai~gg to iesuc to Buyer, subject to the recording of the deed and arbor doctimtents required hereunder, an AL3'A. Form B Qwner's 'title l~-urance Policy is the felt amcnmt of purchase price, insur9ng marketable rifle, Said policy shall inswra Buyer's title to the Property hers descn'bed ~vitthout exc~priona or quslific~on other than ad valarezn taxes for the cuaent year, and sttbj ect to Bayer's review sad spp~roval rasemeats ~d restrictions of retard and the "Permitted Exceptions", Rhea iho title insursaca coml~nitmeat is delivered., the title agaruy slaatl also dciive~r legible copies of any and ail raGcegtions identified is the vom;ni'tment Buyer shall have the d~tratioln of the Inspection Period to e~cam~ne it ~d to notify Seller o~en~e cis ar exc~ons not eretn agrced a by Buyer_ I3pon receipt of such notice, a ez a eve a reasons le period a f tiros, not to exceed thirty (3f}} days, to remove or correct such defects and shall use due diligence is doing so, eaccludiog, however, die bringing of lawsuits to eal~ct such defec#s, If Seller does not ur cannot coxrect the defects after a gaol fail diligecrt effort, Bayer may, at Buyer's aptivn, {i} elect ts~ take title "as is" without rfl~ninution iu purchase press; or (iij mar terminate this Agreeu3cnt end regain the sanest money theretofore paid; or (iii) escrow an ;amEOUn# deemed to be necessary to ealrect the defer and proceed to close. `C~ 1~_ ~~ r ~ , ~~~~` J~ Received Time Sep~22~ 12~32PM Jep GL U5 ~IL:3UP LVUHIVIVt J. LUVt, F'.H. .81/$1/2F~05 E1`3:f3:3 tf1:~~3J:ilyb~ %L 1- f 33-UbU / P.4 5t-1F'~1 ! Gt[ Llrt~F7 ! [[Ul. ! 1 rr-+ac u~ A~ 11~..Zt~- 1 ~.ri.r` ~ L7~ T i`r 1 ~~.~. f' 3.1 ~Yitfi~nn -f ve {45} days of delivery of #ho Eitle camn~itment, c` Buyer, ei Buyer's expense, trader an A.LTA survey of the prt~perty, with all caxners izan rods, sud provide c~apies to the o#har party, t:erfi&ed Bvyer, Buyer's lender, if any, mrid toi$se tine eozapauy, including all mfrs of reecxrd ideati~ed on tb8 title ~tment which effect said properties. Ia the event fhe survey Fa€lects ma cacroaclautent or lack cif iug~c~s/egr~s or of7~r oi~jectivuahle mesKets, t~ the pro~vtsiana for native stud cvrhig the ob~ocfion shall be the same as €ar fhe titia objeatians net forth herein. Within tea {i(l} days of es`eaatian of this agceeruent, Seller shalt also provide aIi documents and records it bas pertaining to the sut~ject PraPesties, including wifhout Iimitatitm any prier surv8ys, sot; testa, envira~mental reports, dcm+ogr~aghic stadias, pacoposed develaprnent plans or any otbuer dafa in t~ gassessicre of Se1I~ n3inting to the luvper[y, and if Buyer does net dose l;te~wder, Siry+er Shall return any and ag s~ ' documeat$#iaa to Seller upon termistatiou of tins agt+eament. AItTI£~.E FUITR ~ INSI~C*TI~4N PERt~D ~.1 Insoec4~#on Pecfc:d. Buyer intends to mss the Pr~-periy f+or residentisI dovelaprneat of a minnnmuun of the mnIIbcr of un~ set ~xth above {"Permitted Use"}. ._ Buyet will bane sbctY (t3{J} days Front receipt of the title canu~itment tv under~ke as inspeCtiart and exam.inatzon, ecfitm en a aspec o e Property, inclntiing but not litaited to: {a} Physical cogClitian of flee Psapcriy, including soil tag and drainsgc. {lr) I?ebatmima#ion_ of gover~~+~*+tal Ia1vS, +nrdinances, szld reguiatione #o be cou~iied with and approvals and permits necessary to develop the Property fvr its Permiitted Use. €c) I}eterminatiaua of tba a~-ailebit4ty of water and sewer serviee~ and t1Re cost of extending such services, if aeeessary, tage~er wig applicable canaectiau f~ecs, impact fees and capaczfy f'ees_ {d} Determina'tian of the dtie~Dence on the Prapleriy of any Hazardous Materitals (as he~reine~ec dsfinedj agd the P'rapcrty~s cc~mpliamce with Envintal Laws (as heteiaafler defined}. Bayer, st its owrl, cost and eagense, luny flbteia an enviromneatal Phase I assessrneat and audif and fes#ing cegat+ding the Property, which assessment audit and testing shall be txnngleGed within the l~peciion Period. D ~~~ 7 _.~..a:~~I~ ~~~ z ~ 20Q5 ~~ll f~ Received lime Se~,22~ 12~32PM ~2P LL U5 ~IL::SUp LVUHIVIVt ~. LVVt, i-'.H. 87/,0I/28~l5 89:03 8i3873I960~ l L l - /~:S-UbU / 5qM { tF~ 1.:U1V5 ! KtA., t L U~ p.b rr~vc. V.! As usedherSin, the trim "Bn~nuzeut~l Laws" mews any and stl fedesel, state, local or muztic~al Iaws, rni~, orders, regttl~ito118, statatea, ordmtsnces, codes, deoreeg or requirements of say gove~aesttsl authority mating, mlatimg ~ vrimpusuEg liabili#~r or staadarde or conduct ca~ncercting any Hal ardalus Maternal, as now or may at any time hereafter he in effect, including without limitaticra, The Clean Water Act, also lmvQVn as the Federal Water Pollution Carol Ate ("P'~PCA'~, ~~ U.S.C. § 125I at seq ;the Tflxic Substances Ccsntrat Atat ["'TSCA'~, 15 U.S.C. §26i}1 et. Seq.; the Clete. Air Act C"CAA`}, 42 U.S. C. §74al.et seq.; the Fetlesal I~seetidde, Fungicide and Rodeu#iaide Act f"TSCA"~, 15 U.S.C, $ 26i#L et Seq.; the Qean Au ,A.ce ~'CAA'~, ~Z U.5. C, ~ 7~l et seq.; t~ Fodelrel insucids, Phngicide and Rodenticide A.ct ("FIFR.A"~, 7 ~.T.S.C. §136 st secl.; the Safe Ihv~ang Water Act {"SIyWA"), 42 U.S.C. § 3~Of et seq.; the Surface lVlining Control and i~clamat~m Aet ~"SMCRA'~, 3Q. U.S.C. §120I et seq.; rile Comprehensive En ' Response Compensa#iva and Liabrliiy Act of ("CERCLA"~, 4Z U.S,C. §9601 et seq ;the Snpear£~d A~neadmeat ~ Realutharizetion Act of 2986 ("SARA"~, Pnblia Lear ~9-49<3, 100 Scat. 1613; Fite Emergency Piaa~g gnd Conanunitjr Riglct to Know Act ~'B,PCRKA"), 42 U s.C. § i IOD1 et seq.; tha Resource Ccu~ervadctn and Recov~ary Act ("1t,CRA"}, 42 U.S.C. ~fi9U1 ct sea.; or ire any other hazardous wa6fie Laws applicable to the PrvPertY, together wi#h any ameu+d~nts ttaareta, regulations p=amutgaded ~erevnder and say sim~ra saccessor law th~eaf As used herein, the term "Flazardaus A~sterial" n~al~ns: {i1 an}r hazsmdo~es, toxin of daageron~s waste, sttbstauce or anateriel defined or iis6ed as such in (or far the parposea o€} CERCLA, S1hRA, FWl"CA, RCRA, or sny other environmental Iau- as now cc afi any time bereail3enc in effect, Cii~ ~ ot]~ vlisste, substance ar me~teriat flirt e~cblilsits any of the charaatedatios ea~~unsrated its 40 C.F R: 26 f .ZA-25I.24, inclusivey and those rely hazardous chemical -substances listed ceder Senti+~u 302 of SARA and toxic or hazardous chemical se~bstaaces listed ender OSHA, and (iii) ~y asbestos vz ast~stos cutsiag suhsta3aces whetter ~ sot the samz are deftnsd ar listed as hazardous, toxic, daageravs waste, $ dangerous sobst~ce ot• dangerous material is any e:D.~ronmenffi1 taw; ig any such rase in quantities or concentrations rex~iring rvmediation or eubjg snob substance or waste to regntatzon, except ssxbs~cee nitfmally used in residual, office, restaurant ar ret$il premises. (e~ Revi~c- of such other matters relating to the Pxopearty as Boyar may deem appropriate. . Buyer ertd Buyer's agents nniy enter upon the Property during natural busintess hours far the peupose of eouducting such tests and eucaminatioas as they may deem appropriate, botkt during the Inspection period and attbseque•7attberetc so long es this Agreement re3nains Bt hill force and e$`e:ct In the event tl-e Property is disturbed in aoy ~oasuner by Buyer ar Bnyet's agaa#s in the accomplisbuteztt of such tests, $uyer agrees to immediately thelreaftcr resto~ the land to it:~ Friar existing conditiaa. Buyer hereby agrees to indemnify, defend u bald Seller harmless from aoy ia~y to person ~o ~~~ 2 Q Zoos Received Time Se~•22~ 12~32PM Jep GL Ub "IL:;3Up LUUHIVIVt J. LVVt, I-'.H. acat+~ ~ ter, l,u1Y5 i KUI; I ~ PA6E 04 ®~~~~~~~ f moluding wmagfi~ desk) or ices or cT~mege to propectp which may resaTt ffom Suye~'s acEivities an the Property, such indelcrmi$eatioa to iQCiude payment of attoragys' ~ incurred in cc~nnectialnvrrS~a any such G3aim. ~f retested ~ writes g, Buyer shall also provide proof of liability insurance coverage, zessaiebly acceptsb3e to Seller. In the even# $uyer, in its sole had absolute discrcdan, is not satisfied with the results of the inspection sad eafic;rn, Buyer shell $ave thQ xiglxt ~tv mate this t b3" B~~g notice to Seller atz or before the end Qf the laspectecm Perit~d. Iu the etre~nt suc~i n~~ is given, phis ~.cnt sl~eji au#omatieaby tierQniuate and all xilgh#s, obligations and lisb~ities of the par#ies hereunder shall t~ntinata snd be forever discharged, except Ssvse #bst sgea~ically etrrvive tea~mina#ion. 8scrow Agent shall remit the Deposit to Buyer s3wch entice flf fi~ativm. In #hs event Buyer does sot give each notice within slueh time period, tip Buyer`s right of ti~ ~~ the ~s of this pezap rsgh sladt be dee~~ to have been waived and #his ~t sha11 remain in full farce and effect. ARTICLE FNE - PROPERTY'" S.I Conditions Precedent Boyar's obligations trnder thus agreement asG roudit~aled upam #t:e fvll ovalditions Pzac@~ }~~g ~a amt to the satisfaction of Buyer, and tci the ~tteat surh ctmdil#ians are sat ~ es hereinafter provided Buyer shall have the Eigbt to termmat~e this ggneemenE, receive all dep4siffi made he~cetmder, or aTtematively #o eextend err to waive such cc~nditians and proceed to closing as her=in provided ~a) ~as~ectio3r~/Feasf"bility Studv. 1''f~s agrt is ccmdit~ued upon the Wainer completing as inspection tsf the Preap~r earl deter~,;r~;erg that t3zs Property can be developed iu accordaaaa with the Buyer's Permifted Use and ecaonna~mically fieasi'€~le '~`f1~ ~ Inspection P~~- Fox ptupase~ of this agreeu~ent, the Buyer's PenoQitted Use shall mean govcru~al approval to p1aE (;f req~rired) and cctns#ruct a# beast ~ rnnnber of units idflntifiied above in ~I+GCOidaace with plans and specifications #3v be Prepared by the Buyer "Pesnitted l7'se". Dmiatg the Inspection Period, the Bayer u~I grepaie, for iia im#ernal ase, a feast~biIity etudx. _... (b~ Preliminary Si#e Plan Appravsl~Bhilrlia~ Permit This agreement is - - - - ,: conditioned npaa the Buyer securing a prelirni~y site ping approval, a1I rewired gvvert~,p~tal alrprovais sad f asI permits faz irrfrashzta~re, incIud~g withcmt . iiavitations, SYVp'VtrilrID letter of apprav$1 and peimi#s, DEP puts, habitat peztaits, end - preliminary plat appproval within one huacl~d fi#ty (ISn~ days foIlowing fns] wing end - lead use amendeuta, to the e~nt mgcii~ed, sad if net, then fallowing the end of the ~vspectioQ Period, so that the Bny~ can devetap the property m accordattee with fl~ Buyer's Peanittecl Use the "ApproveLs"~. p ~u~uv~ .. A ~ I /~~ ~ ~1 ~~ V:J Ss M L~ ~~f~ ~ ~~ PUWNING 8 D~ EVEI~f'M~NT Received Time Sep • 22. 12 ; 32PM ~G~I~:E~Ei~Y~-~R J2p GL U5 ~IL::iUP LVUHIVIVt J. LVVt, F-'.H. 1L1-/;3:5-U5U1 p./ 97,!01/20$5 09:03 8138731968 BANTER CONSTRUCTI~ PAGE e~ - Cj` (c) Wana~t#ies and Regieeentations. This agreement is candi#ioixed upon all the represen#atians and warranties made herein by 3~Iier being true as and wizen made, and true as of the closing date lxeretutder. ARTIGZE S>~ ~ WA:EtI£iAl~t'FI£S A1+FA REPRESENTA'><'I+Dr1S S.1 ~Ysxt~set#es artd ~ureaea€xti~rns by S~'iet~. 'l'o induce the buyer to enter into axis Agtee~tea#, tl'xe Seller melees the following rep~reseni~ons and warranties #•a and agrees wifh the Bum, to the best of SeIIer's kmowledge, all of which are true et the date of execution ttf tlxis Ag~emexxt end ®han be true at the closing of thin transaction: (a} No segz~aseatatiaa or si€ty by the Seller iba. Phis Agreem~t ar itx any instalment, certificate or statement ftnaaishad #~a $uyer pursuant here#o, cx lax canaectxon with #be tram~saction ccxat hereby, coatsi;xs or will coataaEn any untruo statenzexx#. of Q material fact or omit ba state.a material facx necessary to make the s#stements coIItained herein ar therein notmislaadiaxg; {b} The pt+opecty at tixa tiara of clearing, will be free and clear of all liens, security iatereste, eaataasbtaacses and assess=aae~ of any kind, except fm ~ t'~smittsd Title Excegrtians; (c} The Seller has ufl Imvwleeigo of any pending ar threatened eoxcdemnatiou proceedings affeetrag ~e Property or any part thereof; {d) 1$ee+e are no u~arecearded easements, ieatrictians or encumbrances a~ff~ecfing 8Il ar any of the Property eaccept for the Pecrttittai Title $xceptions; {e} Ali taxes and asa#s against the Property due and payable vex or bsfare the closing date bereaf wiIl be geld, and the are rte agrestnenls, walvars or other aris~geme~ats pracviding fear an eactensioa of time with ra~speat to the asaessmeat of any type o#tax oc defccieacy against Seller es to the Property, nor to the best of i#s knowledge, are these ~y civil actions for additional tax.+es and assasszrcents of any kind (wbe#her special or otherwise] asserted by arxy tarring authc:rity. (f) 't`here are n,a raechaaic's orm~iaFmen's liens against the Property except as expressly allesw~ed heretrnder, and if sabsaquent to the closing any merha-aic's or~materialmen's ar atbez type Ilea shall be filed against the Fraperty en against tlxe $uyer cn its assigns, based span nay act ar ornissiem of Seller occurring prier to alasing an tine Property, within thirty+ X30) days after tip filing theneo~ Seller she1I take such action, try bonding, deposit, paym.~-eat or v~erwise, as will x~emave, t<auefer ar satisfy sneiz fieII of record agauxst the Property; and b ~ c>~~ 2 ~ 2005 & DEVELOPMENT SVG Ca,IrAfiaAfAi1=R _..... Received Time 3e~,22. 12~32PM Sep LL U5 ~IL::3"Ip LVUHIVIVt J. LUVt, F'.H. /L /-/:5:5-UbU / Jryr•e r LR VUIV~ I f4Ul.. 1 j.lfl `{ p.zs ORiGiNA~ fig) {~ 'I'~ere Ines been no disposal, buxial or placement of to~cio yr hazardous waste, debris ar other fsreigtr material va trr about the PmperEy; ~n~ ~ Pzaper'ty and Seller are eat in vi4la#ion of any of#he applicable req~remeats of law in clonnectioa with ~ disposal, 3toragq tte,e~#m~, generation, ptacasaing and alter handling of waste and the emission or discharge of may e$Iueat, coatart;maBn#s, poAution air other materials, and ntt other person or entity bas used gII a~ part of the Property ar any Isnds concitguous to the Property is violation of any of those zequirelo~outs of Iaw; (ui) thez~e is ao con#an~inaticm, po2luGoa or clanger of polltttioo rnszul~ ;&om a ca>aditioa on yr under the P~npatty cYr un or ender any leads i><r the vicdrtiEy of tTze Prop~ecty; {iv} there arc ao storage tanks oa the P~mperty; (v} etrvirorEm~eoatal condi#ioas associated with ttta Property ate im campliaace wilh ~ appIicalzle, relevant ~d appropriate federal, state and local governmental elavix~ae>ame~i ar#endards, criteria: lin~tativas andrequireme~ sad (vi) Seller hen disclosed #o Buyer aIl igfoRmativg is 5e~s possession rala$rtg to the environmental cvnditicm of the Property. Seller has not receival any infoxmafion fr+am ubo>rigg P~P~Y owners indicating ther3r brave a*;3' major concerns about existing enviro~amental cmzditions which coald affect tlta 1'ropearty m' ~gg~ng #hey might Zook to~ Seller far coatn'bu~ioA to clean up saw coaditivzr- 3aa the event Buyer sha11 discover such lhezardous wastes, a subatsaoes, tanks rnr Qther unsatisfactory (in Buyer's so3e disemtion) eaviroomet>ftal teams an the Property at any #ime prier to 5ettlen~ in addition to i#s r rights and mrneclves at law ar ecprity raider tb~is 1-gn~ecnt, Buyer shall har;<ve tbl~ tight to terminate this Agreement apse written Mice thereof to flee Seller, v~rheraugon Bscrow ,Agent shall return the Deposit to Bayer together with ell intrrast tl~eneon, and ti~~afbr #iiis Agreement slzali be domed void and rtei#brer patty shall have any Further tights err ~ligaiioas berettttder; provided, however, that if Seller bad Icnowledga of such eaviram~raeatal eanditian and wed t+rt disclose same to BByrx in ~reaah of this Agent, Seller shall immediaffitY ~ gayer for Boyar's Reasanahle Coarse. The f~againg reinabursemecct obhgatiozr of Seller shell s~avive on teanination v#'tltie Agmement by Buyer; Notwitbstanc~mg anything to the contrary herein, the afiEect of #Ire t+cpresesttatioms made is t;Itis h aht+Il not rye dimiaiehsd ar deemed to be waived by enY ~P~~, t~ or investigstEO€te made by 8>Ee Buyez or its agen#s. ~~ E~ccpt as otherwise set forte herein, no p©rtion of the Property is subject to any option ar tight of first refasai au3 no partiors of the Property is subject to nay tease, or other passessflry interest which ca~mot be caurelled ar otherwise ter>auneted or3 or before clQSi~g date. (i3 ScIIer is not awe of aalr facts or circ.'>amstanaes which would have a ~meteri~ai adverse sect on the value of the p~rapr/rty being said Lereunder or $uyer's Permitted Use ol" tic Fr'aP~Y. and SsIles xapreseats that to Seller's knowledge, no trsns#'er o~ devnIoptnerrt rights has occurred from the property nor are there other governmeutat liutitations testrictiag fatl dcveIapmerrt of the Property. ~ ~°- c~©~ ~ 20Q5 & DEVELOPI~1 NT ~.~~~~i1 Received Time Se~~22, 12~32PM yep ~~ u5 ~I L::S'i p LUUHIVIVt J. LVVt, t-'.H. __~ (L 1-(3~5-UbU / Sri ~ ~n lrU'IJ [ ICUL 1 p.y ~~~ ~~ oR~eiNta~ (j} filer Fepreseuts ®d warrants that Seller slisll fully cooperat$ regarding Buyer sece~ing a~priata zomQngs aagineerrmg, and say and all other permits or governxaental approvals vfauy type, inclu+kng without limitatic~a the agreerIIe~olt and obligation ~f Seller fi join m aey and all 8prpliaatiorls for variances, apecisi exoeption-a, preiinunarY P~ applications, site plan applications, or vacation requests far any right-of- ways, u~zty or tither eas~enis regnirod incident !o Buyer's deueiogrnent, and Setter snail ex~te such doanznentadon a4 is racpared to obtain such approvals, and shy suppu~t such applications su Iong as Scllerr does rat irtct~ nay out-of-pocktt oasts or ~enaes inciclCent to ~ sad pt~acaseiug swch applieatians. AR1~LZ1E SEVEN ~- CI~Q3IIYG 7.t C~,g. (s} Gioeing shall be thirty (30} days from satisfaction of all conditions Prrecedent, ae Sie same may have been mstcended, or foilowirrg waiver of said canditipns by Buyer. Closing shall be ar a iosatioa as mutually agreed tv bei-vveen the parties. At closing, ttpo~n zeceipt oft~e p~asa per, subject to ptorationa end provided for ~her+cis~, Se11er shall BxecufiB and deliver t~ Bzsyrr a safficieazt and revordable sixttu#ory Warramty Deed, conveying a good marketable record. fce ~mFle title in and m the Prapezfy subject aruly to applicable zcmi~otg regu3atians, ad valorem taxes far the year of closing; if no# yet due end pa<yah}e, and the Pecm3i Bxceptivns. Sel;er shall also eaaecute and deliver an tiwncrts at~dlelvit lax stantfard fonu acceptable to the #itle insuranac company issuing tble ~it,mer-t incl~icatirng that Seiler has exahmive plossession of the Property, that fhe lP'rapesty ie not subjectto meehsaics' liens arpa-t+aontiai claims of >~hsnics= liana, that Sel3er is not a fareaga person sa e•.QSten~plafed by Sa~cm 1445 of .the Internal Revenue Coals to av+aid fhe necessity to withhold a pof#ion of the guzchaae puce an€l indicating Saber's Taxpayer Identification number: Ati Pam' texas and assessments ehali be fully paid by Seller; taxes ft~r the cuaent year shall he prorated t4 the Closing Date. In the event the currant y~'a tax amannt is not then a~-m7sble, tb~ taxes shall he prorst~ed based. upon the pnevicros year's #aoc trio, adjusted in accx}ndaace with imawn changes. Either pasty rosy requzst that the taxes be prorated in acraordsace with t~ actual tan amt. Risk of lass shsII terrain wi#li QueJ.ier umtd t:losiug and possession shall be given to Buyer at the time of ~ciosing, except #hat Buyer may, aft$r the Inspec#iwo Period, has rights of entry es helceu©abo~re pnzvided and may place signsge on tl'_te sine regalyding iIa proposed develvpme~ Provided sU is at the Bole cast and expez~ae of the Buyer. ~) Buyer small have the right to extend the date fat comp3atiag Cor~ditioms Precedent and vbtein~g the required ApprE,va3s fur one ~1} additional thirty (3Q} day Period, provided that sa a cuadition far such eactensioit, Buyer shad goat ea ~ii`tipaa]: Received Time Sep~22. 12;32PM Jep LL U5 "IL::S"Ip LUUHIVIVt J. LUVt, F',H. 1 -- -- --- -- ----. v_ /L ~- /~3-UbU ~ p.'I U ~MI•t ~ G![ LUI`i~ I FCkJC. PAGE ~8 ~~ a ~ with the escrow agent for such extension period ~ fhe extent surer edditiansl deposit ie made, the samesltall be non-ref~dable and gayab~e to Seller if Buyer does teat close heresnder, ebseat Seller d~sv3t, iYUt if Buyer does ciosc the eetme sl~sll apply to the purabase price. ARITCLE EIGHT - C~O3IMG CGSTS 8. i ~loeuae Cow Seller shall pay for this ,ntaty stamps to ifs affixed to the deed, costs of tiflo ins~aance commitment end title insurance pc3licy as hereinabove pa~ovided, pror~at$ taxes, assessments vu the prnp~ty as of clasilag, btnker's conmrriissions, if any, and costs bo avtrect any ti#le d,~feats as h~inabavle provided. Sayer shall pay far ~~ ~~ ~ ~ dam, permitting: wing o~ other feos incident to seeldag apprrn-a]s plcflvid~ed far above, sad for say costs pig #~ Wig, .A.R7Tt~E NINE - ~ERAULTS 9.1 De a1~. I.f all of t~ terms sad conditions hereof have been fidfill~erl, and E~yer fails to dose inns this A~ tben, upon deflaaud arf Seiler, the i3~-osit shat] be delivered by Escrow Agent to SeIlex as €uII. boa far the execution flf times Agreement and in for1I se~ktl'amc~o-# ofeli rla~ns for , and SaElex aa+d Bayer si~li fberaupon be re:hev>~d of all der ob~igatians each to the o#t>~r hereunder. Irt the eventSeller failss to perfaFr~a $Qy of the covenants bereoi; ar if any of the coaid>Etiona fiereiu a~ not met; Buyer may elect to demand and receive return of the L3eposit avid any accrued i>ateres# thereau from Bscrow Ag>actt; to recover say as~d all damages snstaiaed, yr Boyar try elect to have specific perfrnmsaee of ti>sis agreement; mcluc~ng pnrsaiag all rights of Boller tinder paor agreements £or said Fmperty, whicL ~e aagi the apprnpri$te courts and recover all cost and expenses incurred inciden ~eret~a ~~ m includ%ag attrnmeya' fees, end damages for Bailer's f+rilctre or refusal to class hereunder. ARZ~G`~E TEN -1~[OTICES 10.1 Any antics or detaand wIzich nr~ay be given under-~is ~€gree.>Ea>Eent or under any law shell be in writing and shall be deemed tln have been given when delivered either by pers~sl detivery, aaii~si overnight cotuier caatpany, or when mailed by certif ad ~~ rntvin ~ regttestzd postal pa~epaid, or when gives by facsimile transmission, with receipt of nice ~mecl, as fellows: p ~~~ ~uv~ ~~®~ ~ 2000 9 ru~NNtNG & DEVELOPMENT ~,...~~.... !~1~Y C1F ~~.E~~ V~ ~tV~R Received Time Sep,22, 12;32PM J2p LL U5 ~IL::SLp LVUHIVIVt J. LVVt, I-'.H. 07f0i/200.5 09:03 813873196@ SAMTER CphlSlhZt.tt;1 il.I~ trout v:~ oRiciNat. To S ell~r: Sohn Strnss & Roger Broiler ink c1o Broderick 8t Associates, lnc. ~~14 Pa~lr Baulerve~ Pi~dles Park, ~ 33781 FAX #: (727) 341-5187 Tv $uyer. Nlr. Ia[iab~et A. W;"tlenbacher Ruttlwud Tiomea of Fiaru~a,-~ 253? McCarmicbe Ta Escrow Agent; Q stet, PL 3375'T #_ {7Z7) X42-8470 Clearwafier,,..t€da 33759 FAX~'~72'7) 569-1)997 ~% ~a~rry S. Cline, Esq. --- Nlecfarleme Fargusa~loE 625 Court Stres;et Spite 200 ~~' Fvst Uffiet; Banc 1669 A~tTIC>`.l~ EI.~VE~l~I - Cp1YD~MNATI(JN; CASI'7AY~TY I1~~1 Condemnsrtion. If prior to the Clasiag Date ail or past of the PrvQerty bearmes the sabjeat of a txrudeatuatiQn parc~eec€sng by ~Y ga~ve~e~I auffiozity, then Buyer shall have t~ right #v elect . Meaty (2U) days of r~zviitg ae~l nonce of such prooeediug to: ~s) take ti#le tc3 the Ptr3peaty on the Closing mate without ea $ba#tmeni or adJustment ~ the Purchase Price in which event Seller shall un~conditi~ly ae9iga cellar's rilgbts in the condezvastian ~rard (or po~aa thereof allocated tv the porticm o€ tlio Prapecty being tslaea~ ~ba Buyet` f ~ Siva $isyer s credit against the Putohese Prig dal to such awezd i£it has thereiafore been received by Seller}; alt (b] terminate t'#tis Agrel :msut, wlrereupan the duties and. obligations thereunder of the l?axties shall end, and Escrow ~hgent sh»li pcam~tptly return the I3epasit to Buyer. 11.2 Casu l`f prior to the Closing Bate all vF a material part of ~e l'ropertg becomes the strhjc:ct of a casus]t3r that materselly adversely affects Buya~'s abz'Iity tQ use the Property, then Buyer shalt have the right to elect within twenty (2t}) days of receiving actual notice flf such proceeding tv: U ~~tsuUL~ G~~ z Q zoos ~~ ~, PLANNING & DEVcLOPM~NT SVC ~.~'1WT~A Received Time Sep,22~ 12~32PM Jep LL Ub lL::iLp LIJUHiViVt J. LVVt, r.H. 071 F~1 ! 2055 H9; F~3 BI 38733.96 /L /-/:5;3-U5U J SAMETER CONSTRUCTI~ p.'I PAGE Tf / ~ \ ORIGINAL (;s) tal~a ti#le to flee Property on the G`losing Date wrthaluit an aba#ement ar adjustment to the Puschese Price in which event Seller slisll vncvndi#ioagily assign Seller's rights iA any insurance pPaceeds, ff say, (vr portion thereof allocated to the PavpeYty} to B>syer for give Buyer a credit ag$inst the Purclzase Pride e~sl to such prQCeeds if they have theratofare bean ~eeeived by SeIl~), or (b) bezaiinate this Agreemes~ whereupon fiho duties and obligations thercunc3er of the Parties shall end, and Escrow Agaat shaIl pro~ptiy iet~ the Depaeit to Buyer_ ART'fC~E TD~'5,~E - lZ FSTAZ`L BR€H~RS 12.I SuZes Coa~is9iaa. The parties aeacaawledgre that tha real estate bro~sr i3avfllved is BR~DSRI~K ~ ASSOCIATES, vrhCrse three (3°~0} cammissiaa gill ba ai€i by the Seller eonditfcra~d upon dosing. SeIIer hereby agrees to iade~xify and hold ~ -~ Buyer f><vnn any and aD loss, c3amsge, cost and expense, u~clndin€g reesoa$ble ~~ attorneys' , wlQich Buyer rosy skein or inetur by re$s+ea of any real estate c~tamission or-fee eked tc 6e duo ~, through yr under the Seller_ ,~ t~tTI~CLE Til~l'~El~ - N.ILi$CErLL~4,lY~0iIS I3.1 The ewenac~L~ herein conteic~ed sh$Il band and the benefits and advantages shall inure to the respective heirs, personal regreaeatstives, successors and assigns of the parties hereto. ~Vhcnever used, the siFnguler aunibe~r shell include the pl4sal, ttte plural the singular, and the use of any gender shall inchute aII geadese. I3.2 The captions and headings herein are far aonveaien>ce end reference only and in nQ way define ar Iimit the scope or ccanteut of t~s agreeme;ort ar is any way affect its provisioa8. 23.3 This agreeuieiit shall be effective as orf tl~e Isst date upon which each of the parties hetety have exec~ed this agrcecneBt 23.4 This agreeme~ shall be interpreted, construed, end euf©rced in accordance with the laws of the State of ~arida_ ThE vetaue for any action hereon ahe31 be in the canary where the property is located. 2 3 .~ ~Nhere necessary to effect€~ate the evident intent of the parties, the wairgrrties, covenants ensi agreements eantamed herein shall s~svive the clcsEng of this tlStt38t~1a21. 13.6 Time is of the essence of t3vs agroeaxent ~~ Received Time Sep~22, 12:32PM JeP GL U5 "IL::iLp LVUHIVIVt J. LVVt, F'.H. /L/-/33-UbU/ p.~1~5 ' ~ ~ • ~~ a~~G~~~~ I3.7 In the event it becnanes rteceasary m corrnne~nee li#igation tv enforce the terms of this agreeamant, the prevaiting party shaIl be entitled to payment of ail of i#s expenses, iacluding reasonable attorneys' fees in trial and appeAate praceedinge, #isis provision tQ survive closing l>oreuuder. 13.8 3elIlec shall oat $ram #he'ciate of this contract, execu4u any instrument of any type (including, belt ant limitjed to, leases, d+Mads, anar~gag8s yr liens) a#~Cting the PmP~Y witi~aut the Puy written consent of the Buyer. 13 .~ 'I1tts agreameat znay be ~cuted in several cpszt.4, each of which shall be deemed sa original, and aIl such cazmtezparlg together shall ccmatitttte one end the same iasbttmaent. Auy PAY ~Y execute this agreement by signing say one cc~.tetpart. Reeeapt of a facsimile trgnsmissi4n (followed PrampfilY by an origiaal eacecutesl caa~pat#~ shall lie deemed receipt of an flrigina:l. 23.10 1'#wis rxirttrac~t is folly assigasble by F3try~, ar Buyer's assigns. 13.11 Seller shall ~Y coflperste incidea~t >Eo joining is any and all appropriate inapectio;QS, applications with government or grocesging aoaing, F~tr= P~~b~ variances, special ~cepfions ar other matte;ES pursued inradent m qualifying the property far its Perxurtted L1se yr meotia~g the term, ovnditians crr prvvisialns of this ~re>$mos><t, axpresaed Qr ia~plied_ tr cr,~i 13.12 . WitTniu (15) days fraut the date of execution of this egznement, Seller '~ ~ ,` shalt deliver to all sod stud i#s Bayer Ply ~. ~ ~P~. Y ~ ~ ~~ { enviraamen#at stc~iea, sssess~ents, sndsimitar doctaaateazts 'sn Se1le+~s possession, or v t Poi~sion of which Seller can obtain through reasonable effozt.fi, relating to the property ~ .~, I" reed i#s c~velapmeat. If $uy+rr does }tat close here;uider, said clocumentatfsan .shag be ~~~ ret><uaad to Seiler. ~l 13.13 Any warranties, c+~rmanis, cad zepresentations he~ia shall survive the ~ ~ ~ ~J earecn#ian of this went and shall not lea tagged Kato any sulasequeat documea~ticm, 4 ~1' ~' '` ~ ~~ ~ 13.14 Seller a,ck~tvwted$es sod agLees that Buyer's attorneey, Harry S. Cline of #$e ~'`; ~~f~. ativ funs of IViacferla~ae F4cgasan & lV~cMullen, or is his absence, his psrtascs, may give \~J tiees on behalf of Buyer hereunder. '` a .: ~~,.,r ~~ ARTICLE TOUR'TEEN - EXECUiTON B'Y SELLER 14.1 Iu tYie event Seller does no~~eaCOCgte and deliver a cagy of this agreement to 13nyer vn or Before S.iH1 pm. ~un~e a~ , 20U5, Buyers o~£er ccnta~ed in this agreement shall tenainate and be of no finther force and effect. ~ ~~~~uv~ ~z I1 I I cF? ~ ~ 2005 i 8 DE1r'ELOPiv1ENT SVC C~ G~,EAFifAtATEA . Received Time Se~~22, 12:32PM J2P LL U5 'IL:S:iP LUUHIVIVt J. LUVt, t'.H. (L(-(3~-U~U/ P.~14 mil, =un~ G~, na tsi j~ f:3-! y~ 5::~~11'ER G~f~STRiJC~ pt~,(~ ~ : 1 __ !~. ,~ tk C41'~TFtAt~T I~DIt ~IR~HAS~ ~i,N~3 S.t~a~ - S~TLE~GS: ROGER HRQDII',ICK Al`c`D 3I3F[~ 3T;t£T3~ Bi3Y~R8: ROTfI.UND x or P~.C~~YUA, ~., a ~. Cati~oratlotl ®R PItOPII~TY: 2.6 Aaces; Tlstadz't~sd, ~esaua4er, Pi~flas Cacuvt~, rl; CC3?~i"kSA~ D.r~.'I~ 2vLas 19, 203 The Isesaiuahave id~ati5 ecl Camlxact, Sot flxo sa3z of ~e ~vt-~ pcag~tieu EibsaEed iu 1ixc~uxeilas Cumty, $tats ofk7acicia, fur'$'+tu (x1Q t3D~ Da7it~xs ~d atbuvaiuably Can_9sdL7~I+,atss, tFx+ ~ a W~1ic~1 i8 fI.CSZ~7~ SC}@VBP~CC3~ 38 8Z i8 ~CS#g~t~4 pLDV3~8i~= ~Tow,'r~t~s~xxe, t~~ a€~~{~i~.~) Doli.~s $~ ~~~~ aa~aid>~atiota, ~ ra:..igt of a~i3ich iE be~rbp sc3mawlc~god, a$[ra Ehat ate sai3 Pmrb~x ~ fis3a ~ 2B ~ to ~vi~t es follc~: Z3. 5iar ~ 'sos: CarsuLt~ta, Z~~ b+a sn ~_!rasiiu tlic g;vpeaty aad ~viII az ad3od ea ~. edditfoa~ Sdir.~ ~igm~ £or Seu l3ras~g w~ bo by B~ SE`ads~s~bc, Pa~~idt~¢t tc~d I)eziea8titaa, ~,',P. 2j. 'Th+~ fund Fzira that h~ bAea agoed !v is ~ 3)_ Asiic~+~ ~•tc. gagc 5, aft#e neatiact, S.1 gn~etgh~-: Woe~itians tQ tt$ l~t~ to a~avsl of ~~? za~~ appta~t31 by ate ~+tq+~Ckssara•-cay ~e aver' Qon~3llo~a u: t3sn srrs.rYrsn~ 5_ t (fay ~emssta, asbepla~. SWFi4FL33J, I~F~', box~c~ng ) ~tx~u~d- - . 4}. It is mvtetal2y ageae~ tF~t the clves~ data w~l be writl~ 3D deb= ~teu S~ xa~~ a~aYai b y t~ G~ty o#'C~ss_-wnfar. 5). Swa Csraup a$.ded t4 natioca etctia~ an aag+G 10 of i~ rvat~c:[. T'o 3eB~: Mr- Asll Water-.abo, Psaada~t swl Dtilce BntuB ifs. Sam f~v~~ Oaag Cc+a~al2as3 IaG P.t). Boss I2Al Safdrl FL 34545 Fl~orte: (~27j 797-SZOi ~. SID l'~S aail ~!T{7VI]1Q23 Oft. actaa~tdttu~t ~~ ino~ I~iO Opaptraat. A9 to MDF'. fIlt~31 11+F~V71~[.'^ ASS St 60£~ ib~C04s~'3ds t~IG 35i~'.i~8~~ at std i'~'4~rC1S O~II}3iI~ $~ E~ lSIIbi~iLil~ mil}, ~C Iga~ved 3a ~ELt+O! D!~~ a Pa ZteiII~ }~ COS'Z. ~~tII~ d~~t, T'teis +~u a~asuEed by $dles Tn a cx~3itioa A tLo coiEtta~ aid i~ ~_xtce offae oo~atract 3s sge~c+fical]}* aant#it~c~oe3 ugau ~Es amt~3aneoe aexptabtr to buYt~'- ~. Pxoeptsa berain ~F ?:ata~dnci, ~+c terms ead condiEiC2t6 of t}~ cacEraet sosll yam in Ssli fosnr_ aad ei3~eet. F~3iGI] i'Ep fail 72"` ds-f of 3sm~ 2c`5i?5. Seiler. Roittr f3rodefie~ 5c11cr 7o~u BY Se3le~ Cizau_s Caa~xiest Ce1~t#~ts, in.:. aY: ~e ~ _ ~t1,~-- t ~: ~=fl>=, vim. . I3ayQ: aS~ o~id~ s crca u*z~orrti-~.l ~- L~~icCt-..1 i ~sTQS~hc~ p C~C~C~DC~~ ~~~ ~ ~ Z~QJ~ ~ !~ Received Time Sep~22. 12~32PM yep ~~ u~ ~I ~::5;5p .. ..., ... .... -r LVUHIVIVt J. LUVt, I.H. (L /- (;5;3-U 5U 1 SECaI~ AI~ti1i1=-]~l~1iT TO tANTRIt~T FCIi~ Pt3RCHASE APB SALE SELLERS: ROGER BRaDERICK, Jt~HN STROSS 8~ SUIV GROUP CONSTRUCTi~ON CONSULTANTS INC. B~VERS: PALMCRFST PROPERTIES, t1C, a Florida limited 6abiiity company Assignee of R+~tland Hanes of Florida Inc. PROPERTY: 2.6 acres4 Druid Road, Glearwater, Pinellas County, Florida cot~TRaCT DP~TE: Rlrtay ~ s,2{}OS AMENDMENT DATE: June 2~ 200.5 SECOND AtJiEttiIDMENT DATE: .luly 5, 2DD5 p. ~I 5 oR~ciNat WHEREAS, on June 22, 2005 the Buyer and Sellers executed that ortain Arnert~drner~t fo Contract for Purchase and Sale which established a closing date of 30 days after final zoning approval by the City of Clearwater, which is expected to be received approximaie3y August 5,2005: and ~+Vl-IEREAS the Parties desire to amend certain provisions of the Corrtaet as provided 6ebw. NOVI~,THEREFQRE, for good and valuable consideration, the receipt and sufficiency of which are hereby acknowie~dged, the Parties agree as follows: 1 _ The recitals above are true and correct and incorporation i~erein_ 2. The Seller a~cknotinrtedges assignment of tl,e Contrad to Sarnter l-tomes,LLG, a Florida limited liability cornpariy 3. The Inspection Period shall expire vn August 5, 2f~E}5. 4_ Cbsing shall ta3ce place an ar before the later to occur of: a. Thirty (3D) days alter final and unappealable rezoning of the Property for the for Permuted 1Jse, or b. September 30, Zt3t?5 5. Sunburst Tide Co. to pro~eide TNe Policy services at closing_ 6. The second Arnertdarit must be fully executed by TI~?1t}5 5:OD P_NI_ i _ Except as expressly provided hen=_in, the terms and conditions of the Gontraet shall remain in #ulf force and effect 8. Corrections to contract da#ed May ~ 9, 20D5 with Rottluncf Homes lnc- Artide i2Real Estate i3ro~kers 12_i sales corir~mission acknowledge that Under Tl-~e Sun Really receives 'l~6 of the 395 carnrnission at closing. See attached_ EXECEITED as of the date stilted above, but actually on the dates set forth below. Received Time Sep,22~ 12~32PM p~~y~~~DC~~~ f Sip 2 ~ 2005 `° ~ ~ ~~ .~ ~ eutirn~t~R nFVELUi•'rti`:w="d~ SVCS JEp GL U5 'IL::S:ip LVUHIVIVt J. LVVt, F'.H. IL/-/:5:5-UbU/ p.~lb .• • • a o~~~~~~_ THIRD AMENDMENT TO CONFRACT F£3R PURCHASE AND SALF. SELLERS: 1ZOGER BRQDERICK, JOHN STROSS & SUN GROUP COI~ISTRUCTION CONSULTANTS, INC. BUYERS: BANTER HOMES, LLC, a Florida Iimited liability company PROPERTY: 2.6 acres, Druid Raad, Clearwater, Pinellas County, Florida CONTRACT DATE: :May 19, 2005 AMENDMENT DATE: June 22, 2005 SECOND AMENDMENT DATE: July 5, 2005 Tl-TIRO AMENDMENT DATE: August 5, 2005 WHEREAS, Buyer and Sellers executed that certain Second Amendment to Contract dated as of July 5, 20Q5 which established an outside closing date of September 30. 200 based on the assumption that certain land use changes requested by Seller to permit de~telopment of the Property ca:o~sistent tivith Medium Density Residential ("MDR") zoning would be granted by the City of Clearwater and Pinellas County; and, WHEREAS, Pinellas County has denied approval of land use changes to pem~it developmegt of the Property consistent with Seller's Plan; and, WHEREAS, the City of Clearwater is in the process of eoasidering Ordinance No. ?444- 05 which, if approved; would enable Seller to develop of the Property under the zoning designation of MDR; and ~JIFT~EREAS, Buyer and Sellers desire to arser~d tl~~e ~autract to provide fer a closi:.g date consistent with the projected time for consideration of Ordinance No_ 744}-OS and amend the provision for payment of the Additional Earnest Money Deposit. NOVV, T~REFORE, for good and valuable consideration, the receipt and sufficiency of which aze hereby aclmowledged, the Parties agree as follows: 1 _ The recitals above are true and correct and incorporated herein. 2_ The name of the Buyer is hereby corrected to Sarnter Construction, inc. a Florida liFnited liability con=epany. p ~~ ~~~~ ~~° ~ ~ 2005 t ru~tvivtNG & DEVEI.C~Piv;ENT Received Time Sep•22~ 12~32PM - ~--°•-R-~N~:~:+`~.t~.R ' yep CL uo .i Lasp LVUHIVIVt J. LUVt, I-'.H. SEVERS: By: Roger Broderick BY: John Stross eu~ERS: ®~~~~~~ PALMCREST PRQPERTEES ~ j ~, a Florida limited Liability Company Sun Group Construction Consultants Lnc_ an Indiana Corporation registered BY- inthe SEate of Florida. Print iVarr>Ie: ~~ ~~~ ITS: Manager sy: Sun Group Construction Consultants Inc., an Indiana Corporation register in the Stale of Florida i ,~ ~ ..t;1i~ .~. - - j '~ 1 {>> Lr' ~' S" P~~~~ p ~~~~UC~ ~~~z4 ~~ PLANNING & DE1fELOPM~iVQ SVC; .~Df QE.~ Fe ~~ Received Time Sep~22, 12~32PM V 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 December 8, 2006 Mr. John Schodtler City of Clearwater Planning & Development Services 100 S. Myrtle Avenue, 2"d Floor Clearwater, Florida 33756 Re: Treetops II Site Plan Resubmittal Case No. BCP2006-05668 Address: 2485 Druid Road Dear Mr. Schodtler: As discussed with you recently, enclosed is the original executed and recorded Declaration of Unity of Title (OR BK 15517, PG 2014) document for this project. Please call me if you have any questions or need any additional information. Sincerely, SPC:aI Encl. Cc: Peter Bennett, Samter Homes, LLC Jonathan Rae, Samter Homes, LLC File 04-087 R~c~ivE® DEC 1 ~ 2006 PLANNING DEPARTMEM CEN OF CLEARWATER Sean P. Cashen, P.E. Principal : ~ • ,ys~`~~'~- PLANNING DEPARTMENT ,,,~, Q ~. -~_ ~ 100 S. MYRTLE AVENUE, 2ND FLOOR 9gsy,~~~~°~ CLEARWATER, FL 33756 PHONE: 727-562-4567; FAX: 727-562-4865 KEN BURKE, CLERK OF COURT PINELLAS COUNTY FLORIDA INST# 2006445095 12/07/2006 at 11:39 AM OFF REC BK: 15517 PG: 2014-2014 DocType:NOTICE RECORDING: 510.00 DE~CLARA~/TION OF iJNI/TY OF TITLE Property Owner: ~~ ,/ ~,Y] Ic' ! %/~-.S G--~c FropertyAddress: ~ ~~ C~Oi~~ ~/~O O/00 /UIJ ~~ L~~~~~/~3G/v~o0 ~l~C~'~cJT La ~' KNOW OF ALL MEN BY THESE PRESENTS, that pursuant to the ordinances of the City of Clearwater pertaining to the issuance of building permits and regulating land development activities, the undersigned, being the fee owner (s) of the following described real property (legal description) situated in the City of Clearwater, County of Pinellas and State of Florida, to wit: do hereby make the following declaration of conditions, limitations and restrictions on said lands, hereafter to be known and referred to as a DECLARATION OF UNITY OF TITLE, as to the following particulazs: 1. That the aforesaid plot or combination of separate lots, plots, pazcels, acreage or portions thereof, shall hereafter be regarded as and is hereby declared to be unified under one title as an indivisible building site. 2. That the said property shall henceforth be considered as one plot or parcel of land, and that no portion thereof shall be sold, assigned, transferred, conveyed or devised separately except in its entirety, as one plot or pazcel of land. 3. That this Declaration of Unity of Title shall constitute a covenant to run with the land, as provided by law, and shall be binding upon the undersigned, and the heirs, successors and assigns ofthe-undersigned, and all parties claiming under them until such time as the same maybe released in writing under the order of the City Manager of the City of Clearwater. The undersigned also agree(s) that this instrument shall be recorded in the public records of Pinellas County, Florida. ~~ ,~~ f, / ~/- Signed, sealed, witnessed and acknowledged this ~g day of ~~'~"'M4~r' , 20 ~ at Clearwater, Florida. WI SSES: ~ OWNER (S): - ~~ STATE OF FLORIDA COUNTY OF PINELLAS ` \\\\\11111111111//// \``~~~P~. FO RT/~~.~/q~~~i JJ~ ON~~, 'i ~_ :~J ~~~/ o. ~* ~' #0~53g252. g ~~ y~ /lrrpuph 1s~~ •~~t~~~ (SEAL ABptlBLIC, ~P~ ~~~~~ 1/g11111111\\\\ The foregoing instrument was acknowledged before me this ~ 3}h day of S~3IGY~I~ZY~ , 20 1Q , by (~° C.f-? ~CIl1Y~•{-~- on be whom the ins ent was executed. Notary Public Signature nl- vl Q ~ • P0~'tY1Cy Name of Notary Printed Notary Commission Number. p~~3 g 2,52 Personally known or produced identification Type of identification produced Page 2 May 16, 2006 FLS2005-09074 PLT2005-00025 6. That all proposed utilities (from the right-of--way to the proposed building) be placed underground; and 7. That, prior to the issuance of building permits or the recording of the Final Plat, whichever occurs first, open space/recreation impact fees be paid. 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 the site plan dated received December 21, 2005 and application dated received December 3, 2005. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (May 16, 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 fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call John Schodtler, Planner II, at 727-562-4547. Sincerely, /!/%%i~? Michael elk, AI Planning Director S: (Planning DepartmentlC D BlFlex Standard (FLS)llnactive or Finished CaseslDruid Rd 2485 Tree Tops /I (MDR) - ApprovedlFLS2005- 09074.PLT2005-00025 Development Order.doc i?,; is:.Xw~ ~~ P -. ~~, ~~-.~~: CITY OF C LE1-~RWI~TER ".~~~- +~~ ° PLANNING DEPARTMENT TTyII~~~n,riYt/+ POST OFFICE. BOX 4748 CLFARWATER F,.owDA 33758-4748 Y~J ~~w1f MUNICIPAI. SERVICI?S BUILDING, IOO SOUTH MYRTLE AVENUE, CIF.ARWATER, FLORInA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT REVIEW May 16, 2006 Mr. Sean Cashen Gulf Coast Consulting, Inc 13825 ICOT Boulevard, Suite 605 Clearwater, FL 33760 RE: Development Order for Case No. FLS2005-09074/PLT2005-00025 - 2485 Druid Road. Dear Mr. Cashen: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On November 3, 2005, the Development Review Committee (DRC) reviewed your application for Preliminary Plat and Flexible Standard Development to construct 39 town home units to be called Treetops II, in the proposed Medium Density Residential (MDR) zoning district and includes an increase to building height of an additional five-feet for perimeter parapets (from roof deck - roof deck at 30-foot to top of parapet at 35-feet), per Section 2-303.A. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with Attached Dwelling criteria under the provisions of Section 2-303.A; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Conditions of Approval: 1. That a copy of the recorded Unity of Title for lots 0100 and 0200 be provided prior to the issuance of any building or site penmits; 2. That the final design and color of the buildings be consistent with the conceptual elevations submitted with this application; 3. That a copy of an approved health permit for the installation of the domestic water main be provided prior to the issuance of any building permit; 4. That a copy of an approved SWFWMD permit be submitted prior to the issuance of a building permit; 5. That freestanding signage meet Code provisions, be monument-style and be designed to match the exterior materials and colors of the buildings; PiznNk 1~-luiisnrn, Mm~oii I3u.i. )on~sorv, Vu:r-hlnvoa louh Doenn, C~xmc;n ~u:~n;ra: Harr Hnnurron, COUNCILMEMRIiIt ® Cnia.~~:n A. I'r.rFrsFn, Ccx~nc:n w::~n;~ai ~~I1OUAI: I,MPLOYMIiN'I' AND API~IRMA'I1Vl? ACTION I;MPLOYFR~~ ~ t • Page 2 May 16, 2006 FLS2005-09074 PLT2005-00025 6. That all proposed utilities (from the right-of--way to the proposed building) be placed underground; and 7. That, prior to the issuance of building permits or the recording of the Final Plat, whichever occurs first, open space/recreation impact fees be paid. 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 the site plan dated received December 21, 2005 and application dated received December 3, 2005. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (May 16, 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 fees that maybe required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call John Schodtler, Planner II, at 727-562-4547. Sincerely, Michael elk, AI ~ P Planning Director S: (Planning DepartmentlC D BlFlex Stm:dard (FLS)Ilnactive or Finished CaseslDrz~id Rd 2485 Tree Tops IJ (MDR) - ApprovedlFLS2005- 09074.PLT2005-00025 Development Order.doc ~. 7 May. 15 2006 12:25PM YOUR LOGO YOUR FAX N0. 7275624865 ND. DTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95246090 May. 15 12:24PM 00'58 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' 1304. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-~0-HELP-FAX C435-73291. _~ . r May. 15 2006 12:18PM YOUR LOGO YOUR FAX N0. 7275624865 ND. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95246090 May. 15 12:17PM 00'58 SND 02 OK TO TURN OFF RAT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-~0-HELP-FAX C435-7329]. Schodtler, John From: Clayton, Gina Sent: Friday, April 28, 2006 1:54 PM To: Dougall-Sides, Leslie Cc: Treuhaft, Linda; Schodtler, John Subject: RE: Ord. No 7426-05 Great! I believe it was approved but then we withdrew the Land use amendment from the PPC> -----Original Message----- From: Dougall-Sides, Leslie Sent: Thursday, April 27, 2006 1:58 PM To: Clayton, Gina Cc: Treuhaft, Linda Subject: RE: Ord. No 7426-05 Gina, after reviewing the file on this property, the MDR zoning should be able to stand as long as it was approved on second reading by City Council. -----Original Message----- From: Clayton, Gina Sent: Thursday, March 16, 2006 11:45 AM To: Dougall-Sides, Leslie Subject: FW: Ord. No 7426-05 Importance: High Hey Leslie -have you had a change to look at this. We have a pending case we need to resolve. Thanks. -----Original Message----- From: Schodtler, John Sent: Friday, March 03, 2006 2:22 PM To: Clayton, Gina Subject: RE: Ord. No 7426-05 Have you heard anything from Leslie on this? I haven't. -----Original Message----- From: Clayton, Gina Sent: Monday, February 06, 2006 9:53 AM To: Dougall-Sides, Leslie Cc: Schodtler, John Subject: Ord. No 7426-05 Importance: High Leslie -Ord. No 7426-05 rezoned property to the MDR district. This property is located on Druid Road and has a land use plan designation of Residential/Office General. The rezoning request to MDR was processed concurrently with a Land Use Plan amendment to the Residential Medium category. The PPC did not support the RM plan category so the applicant withdrew the land use plan amendment. We amended the code (consistent with the comp. plan) so the Residential/Office General land use is consistent with the MDR zoning district in order to facilitate the development of this project. Can the MDR zoning stand on this property (it was approved by Council) or does this applicant have to get the property rezoned again to the MDR District. Call me if you need further clarification. Thanks. Gina L. Clayton • t Gulf Coast Consulting, Inc. Land Development Consnlting • Engineering • Planning • Transportation • Permitting ICOT Center 13825 ICOT Boulevard, Suite 605 Clearwater, FL 33760 - Phone: (727) 524-1818 Fax: (727) 524-6090 ORIGINAL RECEIVED December 8, 2005 DEC 21 2005 Mr. John Schodtler, Planner I PLANNING DEPARTMENT City of Clearwater Planning Department CITY OF CLEARWATER 100 South Myrtle Avenue Clearwater, FL 33756 Re: Treetops II at Druid Road Townhomes PLT2005-00025 -- 2485 DRUID RD Dear Mr. Shodtler: Pursuant to the DRC Review Comments associated with the November 3, 2005 Development Review Agenda for the above-referenced plat, we offer the following responses: GENERAL ENGINEERING: Comment: 1. Provide street names on the Preliminary Plat. Response: 1. Street names have been added to the revised Preliminary Plat. Comment: 2. Show dimensions of proposed ingress /egress easement. Response: 2. Proposed ingress/egress easement is dimensioned on the revised Preliminary Plat. Comment: 3. Provide area of overall plat and area of individual lots. Response: 3. All individual lots areas are shown on the revised Preliminary Plat. Also, the total plat area is shown on the table on the revised Preliminary Plat. PARKS AND RECREATION: • ' t • Comment: 1. Need copy of real estate contract that shows the purchase price of the property -the copy we received with our packet has the sales price marked out. Open space /recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Response: 1. The Assessment of Open Space/Recreation Impact form was submitted previously by the developer. See attached copy of Transmittal between Samter Homes and Art Kader which shows submittal of the following: Open Space/Recreation Impact Worksheet, Verification of Just value for the subject property, and Copy of purchase contract and related assignments. PLANNING: Comment: 1. Revise preliminary plat to provide area for the following: overall plat, each individual lot, streets, rights of way, common open space or other land to be dedicated for public purpose. Response: 1. The Preliminary Plat has been revised to include an area table as well as individual lot areas. Enclosed for your review and approval are the following: 1. Fifteen (15) copies of the revised Preliminary Plan. 2. Three (3) copies of transmittal between Samter Homes ~ Art Kader. Please do not hesitate to contact me if you have any questions or need any additional information to facilitate your review and approval of this development. Sincerely, ~ ~/--- ORIGINAL RECENED Tim Neisinger Project Engineer TN:aI Encl. cc: Peter Bennett, Samter Homes File 04-087 QEC 21 2005 PLANNING DEPARTMENT CITY OF CLEARWATER .. ,i ` . • • TRANSMITTAL SHEET To: Art Kader, Asst Director Parks and Recreation Dept Company: City of Clearwater PO Box 4748 CIearwater, FI 33758.4748 Phone: 727-Sb2-4824 Faz: From: Elsie Chapman Subject: 2485 Druid Rd (Treetops ~ WE ARE TRANSNIITTING TO YOUR O ~ < CE: (~ Attached (}Under separate cover via the following items ()Prints ()Copy of Letter ()Shop Drawings ()Samples ()Specifications ()Other: C'.nnies Hate Nn_ ~ O en S ace/Recreation Irn act Worksheet . 1 Verification of Just Value for the sub'ect ro e 1 Co of urchase contract and related assi ents 'I`HCSE ARE DELNERED as marked below: ()For Approval (X) As Requested ()Returned for Corrections (~ For Your Use ()Approved ()Other: Please Process REMARK; ~~P~7 ORIGINAL RECENED ~~~ 212005 PLANNING DEPARTMEM C~T~° OF CLEARWATER Please calculate the impact fee assessment for 2485 Druid Rd using the documents provided herein and forward the final billing to our office. Please let me know if you need anything more. . Sign ~ v 1 305 S. MacDill Avenue • Tampa, FL. 33606 • (813) 873-1950 • Fax (813} 873-2460 ,~ Ptuus AND RECRF1171ON DEPrV2rnfEN'F October 26, 2005 Samter Homes, LLC 301 S. MacDiIl Avenue Tanipa, FL 33609 Re: 2485 Druid Road, Clearwater, FL Dear Sirs: j OC7 ~ S 2005 11 ~~~: L~~.~=._.~. According to the current Recreation and Open Space Land Dedication Ordinance, the above referenced development project will be required to satisfy the Open Space, Recreation Land and Recreation Facilities dedication requirement prior to issuance of any building permits or final plat (if applicable), w1~icl~ever occurs first. In order to determine the amount owed, the developer or representative should complete the top portion of the attached form and return it to the City of Clearwater Parks and Recreation Department with verification of the just value for the land only according to the current year's property tax assessment. Also, we will require a copy of the real estate contract with the purchase price of the property shown. Please note, this dedication requirement could be a substantial amount and an impact to your project. Therefore, you're encouraged to contact me at (727} 562-4824 as soon as possible to estimate the assessment and to answer any questions. Sincerely, ORIGINAL RECENED ~ ~~°~"`" o~c 212005 ~~ Art Kader PLANNING .DEPARTMENT Assistant Director, Parlcs and Recreation Department CITY OF CLEARWATER Attaclunent: Open Spaee/Recreation Impact Worksheet Code of Ordinances, Chapter 54, Recreation and Open Space Land Dedication ce: Sean P. Cashen, Gulf Coast Consulting, Inc., 13825 ICOT Blvd., Suite 605, Clearwater, FL 33760 Kevin Garriott, Building Official, City of Clearwater rI~~NI: f~IIFSIIAR~, nU\\~oR / --_'- ITV Q F ~ LEAR~ATE R Fosr OFFICE Box 4748, Ci ran\~7ATE6, FLOIUDA 33758-4748 lvtf)NICIPAL $EfiVICES BUILDING, 100 SaUrfl ItiSYR7LE AVENUE, C1~\x\VrtTER, FLORIDA 33756 TELEPf'IONE (727) 562-4500 FAx (727} SG2-4525 Ru.I.JoNSOr~, VICE-NL\YOR .EoHrc Dora:\,+~, Cou~cll,\IE.\I~ca i-fat-r Hn..curo;v, COUNCIL~IGtiIIflii( ® ~AItI.F.N A. PFi'L'R51:h, COLIM1CII RIGN]SFK "~~unl. EA1I'LDS~i1:NI• AND AFr•IRnIn7~IVr_ AcnoN r,\IPLO\~ER" ~~~~-a~va~e~ ASSESSMENT OF OPEN SPACE/RECREATION II111PACT ~ • parks and Recreation TO SE COMPLETED BY APPLICANT {PLEASE PROVIDE ALL INFOR-bIATION APPLICABLB TO PROJECT}; DATE: 17-8-45 PROTECT NAME: Tree Tops 11 • PROJECT ADDRESS: 2485 Oruid Road . EXISTING FLOOR AREA: NIA . SF FROPOSED FLOOR AREA: NIA SF (needed only far non-residential ornon-residential converting to residential) IF RESIDENTIAL, # EXISTING UNITS: 0 • # PROPOSED RESIDENTIAL UNITS: 39 JF HOTELIMOTEL, #~ EXISTING GUEST ROOMS: NIA # PROPOSED GUEST ROOMS: NIA PARCEL GROSS LAND AREA: 1 i 31290 5F PARCEL NET LAND AREA: 1 ~ 3,294 SF JUST VALUE OF LAND ONLY ACCORDING TO CURRENT YEAR'S PROPERTY TAX ASSESSMENT: g 91,644'-t• $i 53,340 = $244,940 (VEIt1FICATIDNREQU732ED} IF VACANT PROPERTY, MOST RECETtT SALE PRICE: S {VERIFICATION REQUI~D} VALUE PER SQUARE FOOT: $ {SALE PRICE OR JUST VALUE, WHICHEVER IS GREATER ~ BY GROSS LAND AREA) I ATTEST THAT THE INFORM:4TION PRESENTEb ABOVE I5 CORRECT, COMPLETE AND TRUE. PROPERTY OWNER/AUTHORIZED REPRESENTATIVE SIGNATURE DATE NOTC: All fees payable to the "City of Clearwater" and submitted to the Parks and Recreation Department, Municipal Services I3ullding, 100 South Myrtle Avenue. Timing of payment: prior to issuance of building permit, city approval and signature of LinnI orrecard la andlor riar to second readin * of the ordinance efl'cctuatin armexatian. - FOR OFFICE USE ONLY: IMPACT FEE CALCULATIONS I. OPEN SPACE ASSESSMENT ExpansionsfRedevelopments: Floor .Area to be Added SF (do not ttse far residential unless Existing FloorArea -~- SF' commercial converting to residential) Ratio ofAdded io Existing - % (Proceed if 50°!° or Greaierl I. BASSI} ON FLOOR AREA (Corrnnercial/Noruesidential, Commercial converted to Residential and Mixed Use): New Construction and Applicable Expansions/Redcvelopments increasing flooz-area by 50% or more: Parcel Net Land Area 5F Open Space Factor (2% or 4%) x = SF ORIGINAL t2% tf floor area incense is 50% to 99°J°; 4% if increase is 100% or greater) aR RECEIVED 2. BASED ON R1rS1b1;NT1AL UNITS {Existing and Proposed Residential Use Only}: Expansions/Itedeveiopments: ~ ofUnits to be Added ~~~ 2 ~. LOOS (proposed )ess existing) # ofProposedUnits - P ~ N1NG DEPARTMI {Proposed to Existing} CI : Of CLEARWAY! Tatar Parcel Net Laad Area x SF Land Area Subject to Assessment Sla Open Space Factor x .04 = 5F Opea Spaee Assessment ~ 5F x VALUE/SQ.T+'T. =S II. RECREATION LAND ASSESSMENT ot~to exceed G% of creel net ]and area if rivate facilities aravided # ofResidential Units to beAddcd x I50 SF= SF OR Parcel Net Land Area x 6% Sp Recreation Land Assessment SF x VALU)r/SQ.FT. =S III. RECREATION FACU ITY ASSESSMENT Ii• of Resicential Units to be Added x $200 Recreation Facility Assessrncnt =S TOTAL DUI; (I, II &III} ..........................................................~..»................._............=~ PARKS AND RECREATION DIRECTOR OR DESIGNEE DATE s:lParkslForms~l B00-0310 Jmpact Fee Form 5-] ~-OS.doc-Campletcd farm to be retained in Parks and Recreation Admi ns a permanent record according to City and State Records ManaRem.nt auidclines. ~~ flRIG1NAL '~CENEgD Building Information ='~,k~~,i~!(~.G DEPARTMENT tit ~ +~~ CLEARWATER 3D-Nov-20D5 Jim Smith, CFA Pinellas County Property Appraiser 12;10;13 Ownership Information Vacant Property Use and Sales JAGOB5EN, WILLZAH L OBK: f1~81 OPG: iODi 163i5 PATTERSQM RD DDESSA FL 33556-2711 EVAC: Non-EUAC Comparable sales value as Prop Addr: D of Jan 1, 2006, based on Census Tract: 25A.04 sales from 20fl3 - 2004: 0 Sale Date OR Book/Page Price {Qua1JUnQ) VacfImp Plat Information 1212,Opi 3i,7aiJi,0 0i 300,000 {M) U gpgq: Baak Pgs - 0 JD 01 0 0 { ) 0000: .Book Pgs - q /q D~ 0 0 { ) 0000: Book Pgs - 0 /0 0~ 0 0 { ~ 2005 Value EXEMPTIONS Just~Market: 9i,6g0 Homestead: ND Ownership ~ .000 Qovt Exet+~: NO Use x: .000 Assessed/Cap: 91,600 Institutional Exem: NO Tax Exempt x: .ODq Historic Exem: 0 Taxable: 91,600 Agricultural: 0 2004 Tax Information District; CW Seawall: Frontage: Clearwater View: 06 Millage: 23. Z3?'~ Land Size Unit Land Land Land Front x Depth Price Units Meth 06 Taxes: 2, 120. 53 1) 150 x 204 110, 000. OO . 90 A Special Tax .00 2) ~ 0 x 0 .00 .00 3) o x D . oo , 00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2005 taxes will be 5) 0 x 0 .00 .00 2,180.53 b) 0 x p . 00 . DO Without any exemptions, • 2006 taxes will. be 2,120.53 Short Legal S 203FT {S} OF N 333FT {S) OF W i50FT {S} OF E Description 250FT {5} OF SW iI4 DF SE 1~4 ~ronerty and Land Use Code descri~tion~ f 3 11/30/2005 12:10 PIS ~. ~~ 18 ~ 2~ ~ • 1~ ~ O~O~t~ ~ 005 ~~ CITY OF CLEARWATER T Building Information • --o-..~..... ~...... auc.u--iuu-oGS^i.. ~3~ ~ ~~00 3D-Nov-2005 Jim Smith, CFA Pinellas County Property Appraiser 12:10:45 Ownership Information Uacant Rrapertg Use and Sales JACDBSEN, WILLIAM L ~ OBK; 117D1 OPG; 10D1 16316 PAT7ERSOH RD ODESSA FL 33556-27ti EVAC: }lon-EUAC Comparable sales value as Prop Addr: 0 of Jan Z, 2006, based on Census Tract; 254.04 sales from 2003 - 2004: 0 Sale ^ate OR BnokJPage Price (QualJUn4) Vac/Imp Plat Tnformatinn 1212,D01 11,7Dili,ODi 3DO,ODD {H) U ODOD: Book Pgs - 0 10 0! D 0 { ) 0000: Book Pgs - D !0 0! 0' 0 { ) OODD: Book Pgs - 0 JO 01 0 0 { ) 2006 Value EXEMPTIONS JustJMarket; i53,3DD Homestead: }d0 Ownership x .Opp • Govt Exem: }}0 Use x: .D00 AssessedJCap; 153,300 Institutional Exem: NO Tax Exempt x; ,D00 • Historic Exem: 0 Taxable; 153,300 Agricultural: 0 2004 Tax Information District; Cot Seawall: Frnntage: Clearwater- View: 06 Millage: 23.2332 Land Sias Unit Land Land Land Front x Depth Price Units Meth 06 Taxes: 3, 5b 2. 26 1) 399 x 204 110, DOD. OD i. b4 A Special Tax , 00 2) D, x 0 . DD • . 00 3) D x 0 . DO . OD Without the Save-Our-Homes 4) 0 x D .00 .00 cap, 2005 taxes will be : 5) 0 x 0 .OD .00 3,562.26 6) 0 x D . 00 . DO Without any exemptions, 200 taxes will be ORIGI 3, 562. 2b RECEIVE Short Legal S 2D4F7 OF N 334FT OF W 250(5) F7 OF E 500F7 '{5) pEC 2 Description OF SW if4 OF SE i!4 CONT 1.64 AC{C? 1 Pra~ertv and Land Use Code descrz 'ons e~ 1L30/200512:11 Ph ~~rrra ;~}`t~`~~>"~ Conditions Associated With • ~~;, .~ °~ ~ ~~~ FLS2005-09074 `~ ~ ry. . =`~' '°~'`~ 2485 DRUID RD EHfAtL6o TD S cri5 H6~ .+ .~,~~+ Engineering Condition Steve Doherty 562-4773 10/25/2005 Prior to DO: 1. A 5-foot sidewalk is required along Druid Road, not 4-foot. 12/19/05 - IF FIVE FOOT SIDEWALK IS NOT CONTRUCTED, APPLICANT MAY MAKE PAYMENT IN LIEU FOR A ONE-FOOT WIDE STRIP THE LENGTH OF THE PROPERTY FRONTAGE. 2. Minimum pavement width of 24-feet is required throughout development. 12/19/05 -MET 3. One DCVA backflow prevention device shall be provided for each building. 12/19/05 -MET 4. Each Fire Department Connection (FDC) shall be located at least 15-feet from a building. 12/19/05 -MET 5. Each FDC shall be served by a Fire Hydrant Assembly located within 40-feet and shall be on the same side of the road. 12/19/05 -MET 6. City of Clearwater will not assume ownership of a sanitary sewer system located under a private road. 12/19/05 -ACKNOWLEDGED 7. Please make second water main connection to loop system. 12/19/05 -MET 8. Where will black barrels be stored when not at street for pick-up? 12/19/05 -SEE APPLICANT RESPONSE 9. Remove sheets 2, 3, 12, 13 and 14 and resubmit for building permit. Level of detail not required at this time. 12/19/05 -THESE SHEETS WILL BE REVIEWED AT BUILDING PERMIT. 10. Individual taps are required for each water meter. 12/19/05 -MET 11. Water meters shall not be located in impervious surfaces (driveways). 12/19/05 -MET Prior to issuance of a building permit: 12/19/05 -ACKNOWLEDGED 1. Per City of Clearwater Contract Specifications and Standards, Part "B" Technical Specifications, Section IV, Article 41.03(8)(1), "The depth of cover over the water main shall be a minimum of 30" and a maximum of 42" below finish grade, ". 2. Delete water system notes #6, (reference to Hillsborough Co.) and #7 (reference to thrust blocking not permitted by city). 3. Need a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.fl.us/water/drinkingwater/forms.htm 4. Clean outs for sanitary sewer system shall be double sweep; replace City Engineering Index # 305 with updated detail. 5. Please add note: The City of Clearwater will provide water tap, set the water meter and a B.F.P.D. (back flow preventor device) if applicable. Applicant is responsible for all associated fees and all other installation fees. General Note: If the proposed project necessitates infrastructure modifications to satisfy Print Date: 01/04/2006 Not Met CaseConditons Page 1 of 3 .` FLS2005-09074 2485 DRUID RD Engineering Condition Steve Doherty 562-4773 site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental Condition Heather Faessle 562-4897 10/25/2005 Label cross-sections to correlate ponds to site plans.12/14/05-met Not Met 12/14/05-Cross-sections for both dry ponds indicate NWL elevation higher than bottom elevation of pond-explain design Land Resource Condition Rick Albee 727-562-4741 10/25/2005 Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape Not Met architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts ie; crown elevating, building lintels, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information the arborist feels relates to tree preservation. Provide prior to building permit. Parks 8~ Recs Condition Debbie Reid 562-4818 10/21/2005 Need copy of real estate contract that shows the purchase price of the property -the copy we Not Met received with our packet has the sales price marked out. Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Storm Water Condition Brian Barker 562-4779 10/20/2005 1. Runoff coefficient for proposed conditions has been calculated incorrectly. Pond area needs to Not Met be taken at top of bank, not normal water level. (met) 2. Outfall configuration for pond will not be accepted. A pond that discharges directly to private property needs to provide attenuation for the 100yr storm event. There is a City owned storm pipe on the adjacent Progress Energy ROW and also a ditch further to the south that may be acceptable. Either way a letter of "no objection" and/or easement from Progress Energy will be required for construction. (met) 3. Pond must recover in 24hrs, not 36 as provided. (met) 4. Numerous elevations are inconsistent or are in error between plan view and cross sectional details. (met) 5. It appears that the proposed pond bottom is turned off in the plan view. (met) 6. 6" of freeboard is required between the design high water level and the pond top of bank. (met) 7. The City has encountered numerous problems relating to structural failures and seepage CaseConditons Print Date: 01/04/2006 Page 2 of 3 FLS2005-09074 2485 DRUID RD ~~ Storm Water Condition Brian Barker 562-4779 problems in the past when pond banks were constructed above grade, as this site proposes (approx 4 feet, with a narrow 3 foot top). Please provide us with some type of calculations or letter stating that seepage and structural failure will not be a problem. (not met) Comments per re-submittal: 1. Underdrain needs to discharge to spreader swale or drainage structure. 2. Weir at needs to be set at 100yr Design High Water Level, not Normal Water Level as plan shows. Entire 100 year volume needs to be attenuated and recovered via underdrain. Drawdown Calc's need to be revised accordingly. 3. It appears the pond design will function as a "wet" pond for certain times of the year, this would require littoral shelf plantings......see environmental comments. Prior to Bldg Permit: 1. An approved SWFWMD permit must be submitted. Traffic Eng Condition Bennett Elbo 562-4775 12/07/2005 Provide a letter from PSTA stating that a bus shelter is not needed along this segment of Druid Road for Traffic Ops. Division's file. B_E 12/7/2005 The above to be addressed prior to a D.O.. Zoning Condition John Schodtler 11/02/2005 Provide estimated project valuation for entire redevelopment. 727-562-4547 10/04/2005 To be provided prior to issuance of any site work, due to the ownership has not changed hands. Provide recorded copy of unity of title of lots 0100 and 0200. Not Met Not Met Not Met CaseConditons Print Date: 01/04/2006 Page 3 of 3 • Gulf Coast Consulting, Inc. Land Development Consulting • Engineering • Planning • Transportation • Permitting ICOT Center 13825 ICOT Boulevard, Sufte 605 Clearvvater, FL 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 February 21, 2006 Mr. John Schodtler, Planner City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 Re: Treetops II FLS2005-09074 -- 2485 Druid Road Dear Mr. Schodtler: ORIGINAL RECEIVED ~~~ 2 ~ 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Pursuant to the "Conditions Associated with FLS2005-09074" in regard to the above-referenced project, we offer the following responses: ENGINEERING CONDITION (STEVE DOHERTI~: Comment: 1. A 5-foot sidewalk is required along Druid Road, not 4-foot. Response: 1. The existing sidewalk on Druid Road adjacent to this site as well as to the east and west of this site is 4 feet. It is proposed to leave the existing sidewalk intact to maintain consistency. Since the city is requiring a 5-foot wide sidewalk, our client has opted to make a payment in lieu for the one-foot sidewalk strip. We will coordinate this payment in lieu with Steve Doherty. PRIOR TO ISSUANCE OF A BUILDING PERMIT: Comment: 1. Per City of Clearwater Contract Specifications and Standards, Part "B" Technical Specifications, Section /V, Article 41.03(6)(1), "The depth of cover over the water main shall be a minimum of 30" and a maximum of 42"below finish grade, ". Response: Please refer to Water System Note No. 2 on sheet 2 February 21, 2006 Page 2 of 6 Comment: 2. Delete water system notes #6, (reference to Hillsborough Co.) and #7 (reference to thrust blocking not permitted by city). Response: 2. Site plan has been revised to remove water system notes that referred to Hillsborough County and thrust blocking. Comment: 3. Need a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. Response: 3. Will be provided prior to building permit. Comment: 4. Clean outs for sanitary sewer system shall be double sweep; replace City Engineering Index # 305 with updated detail. Response: 4. Site plan has been revised to show current City Engineering Index #305. Comment: 5. Please add note: The City of Clearwater will provide water tap, set the water meter and a B.F.P.D. (back flow preventor device) if applicable. Applicant is responsible for all associated fees and all other installation fees. General Note regarding infrastructure modifications ORIGINAL Response: RECEIVED 5. See additional note numbers 1 and 2 on revised sheet 9. ~tB 2 ~ 2~~6 PLANNING DEPARTMENT ENVIRONMENTAL CONDITION (HEATHER FAESSLE): CITY OF CLEARiNATER Comment: Label cross-sections to correlate ponds to site plans. 12/14/05 -Cross-sections for both dry ponds indicate NWL elevation higher than bottom elevation or pond -explain design. Response: See revised cross-sections on sheet 10. The north pond has a bottom elevation at the Normal Water level at 43.10. This was necessary to provide the required stormwater volume. The intent is for this pond to remain dry during most times of the year and to be wet only on an intermittent basis during the rainy season. • , , February 21, 2006 Page 3 of 6 The south pond is designed as a wet detention area with a bottom at elevation 42.0 which is approximately 1.1 ` below the normal water level at 43.10. Please note the perimeter littoral shelf area detailed on the South Pond Typical Section as shown on sheet 10. As noted, we are proposing that 77% of the wet area of the south pond be planted with littoral shelf plantings. These plants should quickly recruit to cover the entire bottom of the pond as well. LAND RESOURCE CONDITION (RICK ALBEE): Comment: 1. Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be reserved and how you propose to address these impacts i.e. crown elevating, building lintels, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information the arborist feels relates to tree preservation. Provide prior to building permit. Response: See enclosed Tree Preservation Plans PARKS 8< RECS CONDITION (DEBBIE REID1: Comment: ORIGINAL RECEiVEQ FED 2 ~ 2006 PLANNING QEFARiIvs~~~t CITY OF GLFARVJ~:TE:a 1. Need copy of real estate contract that shows the purchase price of the property -the copy we received with our packet has the sales price marked out. Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Response: As discussed with Ms. Debbie Reid, the Sales and Purchase contract had been submitted for her review. The Open space/recreation impact fees will be submitted prior to issuance of building permits or final plat STORMWATER CONDITION (BRIAN BARKER): Comment: 7. The City has encountered numerous problems relating to structural failures and see page problems in the past when pond banks were constructed above grade, as this site proposes (approx 4 feet, with a narrow 3 foot top). Please provide us with some type of calculations or letter stating that seepage and structural failure will not be a problem. Response: February 21, 2006 Page 4 of 6 7. See attached Pond Berm Analysis. The pond berm was analyzed to ensure that the berm is sufficient to structurally support the stormwater to be retained while alleviating the potential for leaching thorough the berm section. As detailed in the calculations the berm as designed is structurally sufficient and will counteract the hydrostatic forces of water up to the 100-year storm event. We have also proposed a 3' x 5' deep impermeable clay layer within the pond berm as shown per the South Pond detail on sheet 10. This impermeably clay layer should greatly alleviate the potential of any stormwater within the pond leaching through this berm section. ORIGINAL RECEIVED COMMENTS PER RE-SUBMITTAL: Comment: 1. Underdrain needs to discharge to spreader swale or drainage structure. Response: The underdrain discharges to the spreader swale as shown on revised sheet 9. Comment: FFB 2~ 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 2. Weir at needs to be set at 100yr Design High Water Level, not Normal Water Level as plan shows. Entire 100 year volume needs to be attenuated and recovered via underdrain. Drawdown Calc's need to be revised accordingly. Response: 2. As discussed with Bob Maran recently, it was agreed the design as proposed is acceptable. It was agreed that the discharge rate restricted to the100-year pre-development rate as well as this discharge conveyed to a spreader swale, which will disperse and spread out this discharge, would satisfy the concerns regarding offsite discharges from this development. As discussed the Drainage Calculations as previously submitted are acceptable. Comment: 3. It appears the pond design will function as a "wet" pond for certain times of the year, this would require littoral shelf plantings.....see environmental comments. Response: 3. The north pond has a bottom elevation at the Normal Water level at 43.10. This was necessary to provide the required stormwater volume. The intent is for this pond to remain dry during most times of the year and.to be wet only on an intermittent basis during the rainy season. The south pond is designed as a wet detention area. Please note the perimeter littoral shelf area detailed on the South Pond Typical Section. As noted, we are proposing that 77% of the wet area of the south pond be planted with littoral shelf plantings. February 21, 2006 • Page 5 of 6 PRIOR TO BLDG PERMIT: Comment: 1. An approved SWFWMD permit must be submitted. ORIGINAL Response: RECEIVED 1. See attached SWFWMD Permit. F~~ 2'~ 2006 PIANNING DEPARTtVIEIv i TRAFFIC ENGINEERING CONDITION IBENNETT ELBOI: CITY OF CIEPRy1P~3E"' Comment: 1. Provide a letter from PSTA stating that a bus shelter is not needed along this segment of Druid Road for Traffic Ops. Division's file. (To be addressed prior to D.O.) Response: We have spoken to James Byers of the PSTA. Mr. Byers stated that the PSTA does not have a bus route along this section of Druid and no future bus routes are planned and therefore there is no need for any bus shelters in this area. We have requested a letter to this effect but the PSTA does not as standard practice issue letters stating bus shelters are not needed. We ask that you call Mr Byers at (727) 530-9911 to confirm there is no need for any bus shelters. ZONING CONDITION (JOHN SCHODTLERI: Comment: 1. Provide estimated project valuation for entire redevelopment. Response: 1. Total project valuation is approximately $8,500,000. Comment: 2. To be provided prior to issuance of any site work, due to the ownership has not changed hands. Provide recorded copy of unity of title of lots 0100 and 0200. Response: 2. A copy of the recorded Unity of Title for lots 0100 and 0200, as discussed, will be provided to the City prior to the issuance of a Site Permit. Februar,~ 21, 2006 Page 6 of 6 Enclosed for your review and approval are the following: 1. Fourteen (14) sets of the revised Construction Plans. 2. One 8-1/2" x 11"Reduced set of Constructions Plans 3. Fourteen (14) copies of the Tiee Preservation Plans. 4. One 8-1/2" x 11 "Reduced set of Tree Preservation Plans 5. Four (4) copies of the Approved SWFWMD Permit 6. Four (4) copies of the Pond Berm Analysis Please do not hesitate to contact me if you have any questions or need any additional information to facilitate your review and approval of this development. ORIGINAL RECENED Principal SPC:aI Encl cc: Peter Bennett, Samter Homes Bob Maran, City of Clearwater Steve Doherty, City of Clearwater Heather Faessle, City of Clearwater Brian Barker, City of Clearwater Rick Albee, City of Clearwater Bennett Elbo, City of Clearwater ~Eg 2 p, 2006 PLANNING DEPARTMENT Clay OF CLEARWATER File 04-087 ji, lRf~ ~~ i [ ~. ~~ ~ •L~ ~c ~~ ~4t Engineering Condition 10/25/2005 Prior to DO: • ~ ~ Conditions°Associated W~ FLS2005-09074 2485 DRUID RD Steve Doherty 562-4773 Not Met 1. A 5-foot sidewalk is required along Druid Road, not 4-foot. 2. Minimum pavement width of 24-feet is required throughout development. 3. One DCVA backflow prevention device shall be provided for each building. 4. Each Fire Department Connection (FDC) shall be located at least 15-feet from a building. 5. Each FDC shall be served by a Fire Hydrant Assembly located within 40-feet and shall be on the same side of the road. 6. City of Clearwater will not assume ownership of a sanitary sewer system located under a private road. 7. Please make second water main connection to loop system. 8. Where will black barrels be stored when not at street for pick-up? 9. Remove sheets 2, 3, 12, 13 and 14 and resubmit for building permit. Level of detail not required at this time. 10. Individual taps are required for each water meter. 11. Water meters shall not be located in impervious surfaces (driveways). Prior to issuance of a building permit: 1. Per City of Clearwater Contract Specifications and Standards, Part "B" Technical Specifications, Section IV, Article 41.03(8)(1), "The depth of cover over the water main shall be a minimum of 30" and a maximum of 42" below finish grade, ". 2. Delete water system notes #6, (reference to Hillsborough Co.) and #7 (reference to thrust blocking not permitted by city). 3. Need a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.fl.us/water/drinkingwater/forms.htm 4. Clean outs for sanitary sewer system shall be double sweep; replace City Engineering Index # 305 with updated detail. 5. Please add note: The City of Clearwater will provide water tap, set the water meter and a B.F.P.D. (back flow preventor device) if applicable. Applicant is responsible for all associated fees and all other installation fees. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. ' Print Date: 12/16/2005 CaseConditons Page 1 of 3 • FLS2005-09074 2485 DRUID RD • Engineering Condition Steve Doherty 562-4773 General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental Condition Heather Faessle 562-4897 10/25/2005 Label cross-sections to correlate ponds to site plans.12/14/05-met Not Met 12/14/0 - ross-sections for both dry ponds indicate NWL elevation higher than bottom elevation o nd-explain design Land Resource Condition Rick Albee 727-562-4741 10/25/2005 Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape Not Met architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts ie; crown elevating, building lintels, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information the arborist feels relates to tree preservation. Provide prior to building permit. Parks 8~ Recs Condition Debbie Reid 562-4818 10/21 /2005 Need copy of real estate contract that shows the purchase price of the property -the copy we Not Met received with our packet has the sales price marked out. -~ Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Storm Water Condition Brian Barker 562-4779 10/20/2005 1. Runoff coefficient for proposed conditions has been calculated incorrectly. Pond area needs to Not Met be taken at top of bank, not normal water level. (met) 2. Outfall configuration for pond will not be accepted. A pond that discharges directly to private property needs to provide attenuation for the 100yr storm event. There is a City owned storm pipe on the adjacent Progress Energy ROW and also a ditch further to the south that may be acceptable. Either way a letter of "no objection" and/or easement from Progress Energy will be required for construction. (met) 3. Pond must recover in 24hrs, not 36 as provided. (met) 4. Numerous elevations are inconsistent or are in error between plan view and cross sectional details. (met) 5. It appears that the proposed pond bottom is turned off in the plan view. (met) 6. 6" of freeboard is required between the design high water level and the pond top of bank. (met) ---a~ 7. The City has encountered numerous problems relating to structural failures and seepage problems in the past when pond banks were constructed above grade, as this site proposes (approx 4 feet, with a narrow 3 foot top). Please provide us with some type of calculations or letter stating that seepage and structural failure will not be a problem. (not met) Print Date: 12/16/2005 CaseConditons Page 2 of 3 • I ~• • FLS2005-09074 2485 DRUID RD Storm Water Condition Brian Barker 562-4779 Comments per re-submittal: 1. Underdrain needs to discharge to spreader swale or drainage structure. 2. Weir at needs to be set at 100yr Design High Water Level, not Normal Water Level as plan `~ shows. Entire 100 year volume needs to be attenuated and recovered via underdrain. Drawdown Calc's need to be revised accordingly. 3. It appears the pond design will function as a "wet" pond for certain times of the year, this would require littoral shelf plantings......see environmental comments. Prior to Bldg Permit: 1. An approved SWFWMD permit must be submitted. Traffic Eng Condition Bennett Elbo 562-4775 Not Met 12/07/2005 Provide a letter from PSTA stating that a bus shelter is not needed along this segment of Druid _-~ Road for Traffic Ops. Division's file. B_E 12/7/2005 The above to be addressed prior to a D.O.. Zoning Condition John Schodtler 11/02/2005 Provide estimated project valuation for entire redevelopment. ----~ 727-562-4547 10/04/2005 To be provided prior to issuance of any site work, due to the ownership has not changed hands Provide recorded copy of unity of title of lots 0100 and 0200. Not Met Not Met CaseConditons Print Date: 12/16/2005 Page 3 of 3 FAX COVER MEli~iO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2"d Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 To: Spa ~ C~-~- E ~ ~- T~ M N -- - FAX- 524 - CeD ~ D FROM• .~Dl~ rJ 5 Phone: DATE: I2 ! 4 o s' ~ SUBJECT: ~L52co S ~. 0907 ~ TR.~1~P5 ~ MESSAGE: _~~PDA'T~D COMMENTS OF PAGES(INCLUDING THIS PAGE) NUMBER f S Dec. 16 2005 02:47PM YOUR LOGO YOUR FAX N0. 7275624865 N0. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95246090 Dec. 16 02:46PM 01'25 SND 04 OK TO TURN OFF REPORT, PRESS ' h~JU' #104. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADIJANTAGE ASSISTANCE, PLEASE CALL 1-I~-H~P-FAX C435-7329). t ~ -. i 9'50 am Case Number: PLT2005-00025 -- 2485 DRUID RD • Owner(s): William L Jacobsen 1.6316 Patterson Rd Odessa, Fl 33556 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Gulf Coast Consulting 13825 Icot Blvd Clearwater, Fl 33760 TELEPHONE: 727-524-1818, FAX: 727-524-6090, E-MAIL: scashen@gulfcoastconsultinginc.com Location: 2.60 ACRES LOCATED ON THE SOUTH SIDE OF DRUID ROAD APPROXIMATELY 600 FEET WEST OF U.S. HIGHWAY 19. Atlas Page: 299B Zoning District: O, Office Request: Preliminary Plat of 39 residential townhome units in the proposed Medium Density Residential (MDR) zoning district, proposed to be called "Treetops II". Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33761 2544 Frisco Drive TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Presenter: John Schodtler, Planner I Attendees Included: The DRC reviewed this application with the following comments: General Engineering: 1 . 1. Provide street names on the Preliminary Plat. 2. Show dimensions of proposed ingress/egress easement. 3. Provide area of overall plat and area of individual lots. Environmental: No Comments Fire: ~ipcS~ '~12-1:~1j~ 1=~12C~ % ~ CiL~U~ °, 1 . No issues. Harbor Master: No Comments Legal: No Comments Land Resources: l . No Issues. Landscaping: No Comments Parks and Recreation: 1 . Need copy of real estate contract that shows the purchase price of the property -the copy we received with our packet has the sales price marked out. Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Stormwater: No Comments Solid Waste: No Comments Traffic Engineering: No Comments Planning: 1 . Revise preliminary plat to provide area for the following: overall plat, each individual lot, streets, rights of way, common open space or other ]and to be dedicated for public purpose. Development Review Agenda -Thursday, November 3, 2005 -Page 11 Notes: Other: No Comments • • Development Review Agenda -Thursday, November 3, 2005 -Page 12 ~ ~ • • 9.50 am Case Number: FLS2005-09074 -- 2485 DRUID RD . Owner(s): William L Jacobsen 16316 Patterson Rd Odessa, Fl 33556 TELEPHONE: No Phone, :FAX: No Fax, E-MAIL: No Email Representative: Gulf Coast Consulting 13825 Icot Blvd Clearwater, F133760 TELEPHONE: 727-524-1818, -FAX: 727-524-6090, E-MAIL: scashen@gulfcoastconsultinginc.com Location: 2.60 acres located on the south side of Druid Road approximately 600 feet west of U.S. Highway 19 north. Atlas Page: 299B Zoning District: O, Office Request: Preliminary Plat and Flexible Standard Development to construct 39 townhome units to be called Treetops II, in the proposed Medium Density Residential (MDR) zoning district and includes an increase to building height of an additional five-feet for perimeter parapets (from roof deck -roof deck at 30-foot to top of parapet at 35-feet), per Section. 2-303.A. Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33761 2544 Frisco Drive TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Presenter: John Schodtler, Planner I Attendees Included: The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda -Thursday, November 3, 2005 -Page 13 • Prior to DO: • 1. A 5-foot sidewalk is required along Druid Road, not 4-foot. 2. Minimum. pavement width of 24-feet is required throughout development. 3. One DCVA backflow prevention device shall be provided for each building. 4. Each Fire Department Connection (FDC) shall be located at least 15-feet from a building. 5. Each FDC shall. be served by a Fire Hydrant Assembly located within 40-feet and shall be on the same side of the road. 6. City of Clearwater will not assume ownership of a sanitary sewer system located under a private road. 7. Please make second water main connection to loop system. 8. Where will black barrels be stored when not at street for pick-up? 9. Remove sheets 2, 3, ] 2, 13 and 14 and resubmit for building permit. Level of detail not required at this time. ] 0. Individual taps are required for each water meter. 11. Water meters shall not be located in impervious surfaces (driveways). Prior to issuance of a building permit: I .Per City of Clearwater Contract Specifications and Standards, Part "B" Technical Specifications, Section IV, Article 41.03(B)(1), "The depth of cover over the water main shall be a minimum of 30" and a maximum of 42" below finish grade, ". 2. Delete water system notes #6, (reference to Hillsborough Co.) and #7 (reference to thrust blocking not permitted by city). 3. Need a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep. state.fl.us/water/drinkingwater/forms.htm 4. Clean outs for sanitary sewer system shall be double sweep; replace City Engineering Index # 305 with updated detail. 5. Please add note: The City of Clearwater will provide water tap, set the water meter and a B.F.P.D. (back flow preventor device) if applicable. Applicant is responsible for all associated fees and all other installation fees. General Note: if the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. 1f underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General. Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon subnvtta] of a Building Permit Application. Development Review Agenda -Thursday, November 3, 2005 -Page 14 • Environmental: 1 . Label cross-sections to correlate ponds to site plans. Fire: 1 . Where underground water mains and hydrants are to be installed, they shall be installed, completed, and in service prior to construction as per NFPA-241. A hard road surface able to support the weight of Fire Apparatus prior to any building construction being started. Please acknowledge and add to construction notes PRIOR TO DO. 2 . Show 30' minimum turning radii on page 7. PRIOR TO DO 3 . Show a minimum 24' width of drive lanes on all applicable pages. PRIOR TO DO 4 . Fire Sprinkler Systems to be NFPA 13R systems. As townhomes each unit is required to have an individual system riser and control valve with a local flow alarm. Monitoring to a central station will not be required. A single 2 1/2" FDC can be installed on the system side of the riser. Acknowledge PRLOR TO DO 5 . These are townhomes and as such no penetrations in walls between units will be allowed in order to maintain the autonomy of each unit. Acknowledge PRIOR TO DO 6 . Provide Fire Flow Calculations by a FIRE PROTECTION ENGINEER to assure adequate water supply for project. Acknowledge intent PRIOR TO DO. Calculations due PRIOR TO PERMIT. Harbor Master: No Comments Legal: No Comments Land Resources: 1 . Remove the "Ribbon" tree barricades detail prior to building permit. 2 . Show the tree canopies of all trees to be preserved prior to D.O. 3 . Show to be preserved the 20" Pine tree just north of the 13" Pine shown to be preserved near the SW corner of the proerty prior to D.O. 4 . Relocate the water service to the pool building from under the canopy of the 13" Oak to be preserved prior to D.O. 5 . Relocate the sanitary line to the lift station from under the canopy of the 20" Oak tree prior to D.O. 6 . Relocate the sanitary laterial from under the canopy of the l 3" Pine tree prior to D.O. ~ . Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts ie; crown elevating, building lintels, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree bamcade detail. And any other pertinent information the arborist feels relates to tree preservation. Provide prior to building permit. Landscaping: 1 . Per Section 3-1204.D. all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade. 2 . Landscape Plan does not show the sight triangles for the west entrance, as described in Article 3, Division 9, revise the plan to show these triangles at the street intersections. 3 . There appears to be some conflict with the typical planting plans. Provide a revised landscape plan to include landscaping for each individual townhouse building. 4 . Six items on the Plant Material List are inconsistent with the landscape plan. Counts appeared to be off for: QV, QH LJ, HR, CP, & RI. Please revise or clarify. 5 . Clafify locations of 15 HR plants located just south of building "F" Parks and Recreation: I . Need copy of real estate contract that shows the purchase price of the property -the copy we received with our packet has the sales price marked out. Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Development Review Agenda -Thursday, November 3, 2005 -Page 15 i Stormwater: 1 . ] . Runoff coefficient for proposed conditions has been calculated incorrectly. Pond area needs to be taken at top of bank, not normal water level. 2. Outfall configuration for pond will not be accepted. A pond that discharges directly to private property needs to provide attenuation for the 100yr storm event. There is a City owned storm pipe on the adjacent Progress Energy ROW and also a ditch further to the south that may be acceptable. Either way a letter of "no objection" and/or easement from Progress Energy will be required for construction. 3. Pond must recover in 24hrs, not 36 as provided. 4. Numerous elevations are inconsistent or are in error between plan view and cross sectional details. 5. It appears that the proposed pond bottom is turned off in the plan view. 6. 6" of freeboard is required between the design high water level and the pond top of bank. 7. The City has encountered numerous problems relating to structural failures and seepage problems in the past when pond banks were constructed above grade, as this site proposes (approx 4 feet, with a narrow 3 foot top). Please provide us with some type of calculations or letter stating that seepage and structural failure will not be a problem. Prior to Bldg Permit: 1. An approved SWFWMD permit must be submitted. Solid Waste: 1 . Please make sure there is room to store garbage can and recycling bin so as not to see them from. the street or ajoining properties Traffic Engineering: l , All regular parking spaces must comply to minimum City standards. 9' wide by 19' long. Also handicap space must comply to minimum stall length of 19' deep. 2. Individual driveways must show 20' x 20' sight visibility triangles, motorist's line of sight must not be impeded when backing out onto roadway. 3. Provide stop signs with stop bars where appropriate which must comply to current Iv1UTCD standards. 4. Provide bus pull-over along Druid Road. 5. Provide 24' wide roadway for backout parking to comply with City's parking standards Community Development Code Section 3-1406. 6. Individual driveways for townhomes shall be ] 0' wide. All of the above to be addressed prior to a D.O.. Planning: General note: Comply with the current Transportation Impact Fee Ordinance and fee schedule. Development Review Agenda -Thursday, November 3, 2005 -Page 16 l . To be provided prior to issuance of any site work, due to the ownership has not changed hands. Provide recorded copy of unity of title of lots 0100 and 0200. 2 . That the proposed six foot tall walls/fences along the side (east & west) need to be setback a minimum of 25 feet from the front property line; 3 . Provide color swatches/chips of the proposed building colors. 4 . Provide an answer to Flexibility Criteria A3 for attached dwellings. "Off-street parking is screened from adjacent parcels of land and any adjacent street by a landscaped wall for fence of at least four feet in height." The proposed three foot tall. wall and landscaping along Druid Road does not appear to meet this criteria. 5 . Staff recommends parapet wall treatments to the rear elevations, similar to those on the front. 6 . Site Data table indicates proposed building height at 40 ft, but the building elevations indicate maximum building height to top of parapet walls at 35 feet. Revise one or the other. 7 . Provide estimated project valuation for entire redevelopment. 8 . Clarify. How are attached dwellings (39 townhomes) in harmony with the scale, bulk, coverage, density, and character of adjacent properties? Reply to each seperately. (Initial answer was insufficient) 9 . Clarify. How will the attached dwelling use not discourage or hinder the appropriate development and use of adjacent land and buildings or significantly impair the value thereof? (Initial answer was insufficient) 10 . Clarify. How will the attached dwelling not adversely affect the health or safety or persons residing or working in the neighborhood? (Initial answer was insufficient) I 1 . Clarify. How is the attached dwelling use designed to minimize traffic congestion? (Initial answer was insufficient -1t is not understood how anticipated traffic counts where there is a vacant property show how traffic congestion will.be minimized.) 12 . Clarify. How are the proposed attached dwellings consistent with the community character of the immediate vicinity? (Initial answer was insufficient -Are there other attached dwellings in the immediate vicinity?) 13 . Clarify. How do the proposed attached dwellings minimize adverse effects, including visual impacts (building heights and walls/fences, as well a trees and landscaping) on adjacent properties? Other: No Comments Notes: Development Review Agenda -Thursday, November 3, 2005 -Page 17 • Gulf Coast Consulting, Inc. Land Development Consulting • Engineering • Planning • Transporta>don • Permitting ICOT Center 13825 ICOT Boulevard, Suite 605 Clearwater, FL 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 November 30, 2005 Mr. John Schodtler, Planner City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 Re: Treetops II FLS2005-09074 -- 2485 Druid Road Dear Mr. Schodtler: Pursuant to the "Conditions Associated With FLS2005-09074" in regard to the above-referenced project, we offer the following responses: ORIGINAL ENGINEERING CONDITION (STEVE DOHERTY): RECEIVED Comment: i~~C 03 2005 PLANNING DEPARTMENT 1. A 5-foot sidewalk is required along Druid Road, not 4-foot. CITY OF CLEARWATER Response: 1. The existing sidewalk on Druid Road adjacent to this site as well as to the east and west of this site is 4 feet. It is proposed to leave the existing sidewalk intact to maintain consistency. Otherwise, we would be required to remove an existing, functional and well maintained sidewalk to replace it with a sidewalk 1-foot wider. In our opinion, this is not practical nor necessary. Comment: 2. Minimum pavement width of 24-feet is required throughout development. Response: 2. Site plan has been revised to show minimum pavement width of 24-feet. Comment: 3. One DCVA backflow prevention device shall be provided for each building. Response: 3. Site plan has been revised to show one DCVA backflow prevention device for each building. Comment: 4. Each Fire Department Connection (FDC) shall be located at least 15-feet from a building. / November 30, 2005 '• • Page 2 of 13 Response: 4. Site plan has been revised to show all Fire Department Connections located at least 15-feet from buildings as shown on revised sheet 9. Comment: 5. Each FDC shall be served by a Fire Hydrant Assembly located within 40-feet and shall be on the same side of the road. Response: 5. Site plan has been revised to show each FDC within 10-feet of a fire hydrant and on the same side of the road as shown on revised sheet 9. Comment: 6. City of Clearwater will not assume ownership of a sanitary sewer system located under a private road. Response: 6. Acknowledged. Comment: 7. Please make second water main connection to loop system. Response: 7. Site plan has been revised to show a second water main on the west side of the project as shown on revised sheet 9. Comment: 8. Where will black barrels be stored when not at street for pick-up? Response: 8. Black barrels will be stored inside the garages of each individual unit. Comment: 9. Remove sheets 2, 3, 12, 13 and 14 and resubmit for building permit. Level of detail not required at this time. Response: 9. Sheets 2, 3, 12, 13 and 14 are still included in this plan set since other reviewers have requested this information. ORIGINAL RECENED Comment: 10. Individual taps are required for each water meter. ~E~ 03 2~~~ PLANNING DEPARTMENT CITY OF CLEARWATER I November 30, 2005 Page 3 of 13 Response: a 10. Site plan has been revised to show individual taps for each water meter as shown on revised sheet 9. Comment: 11. Water meters shall not be located in impervious surfaces (driveways). Response: 11. Site plan has been revised to show all meters located in pervious surfaces. PRIOR TO ISSUANCE OF A BUILDING PERMIT: Comment: 1. Per City of Clearwater Contract Specifications and Standards, Part "B" Technical Specifications, Section IV, Article 41.03(8)(1), "The depth of cover over the water main shall be a minimum of 30" and a maximum of 42" below finish grade, ". Response: 1. Acknowledged. Comment: 2. Delete water system notes #6, (reference to Hillsborough Co.) and #7 (reference to thrust blocking not permitted by city). Response: 2. Site plan has been revised to remove water system notes that referred to Hillsborough County and thrust blocking. Comment: 3. Need a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. ORIGINAL RECEIVED Response: 3. Will be provided prior to building permit. Comment: DEC 03 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 4. Clean outs for sanitary sewer system shall be double sweep; replace City Engineering Index # 305 with updated detail. Response: 4. Site plan has been revised to show current City Engineering Index #305. November 30, 2005 Page 4 of 13 Comment: • 5. Please add note: The City of Clearwater will provide water tap, set the water meter and a B.F.P.D. (back flow preventor device) if applicable. Applicant is responsible for all associated fees and all other installation fees. Response: 5. See additional note numbers 1 and 2 on revised sheet 9. ENVIRONMENTAL CONDITION (HEATHER FAESSLEI: Comment: 1. Label cross-sections to correlate ponds to site plans. Response: 1. Pond cross-sections have been labeled appropriately. FIRE CONDITION (LEONARD RICKARD): Comment: 1. Where underground water mains and hydrants are to be installed, they shall be installed, completed, and in service prior to construction as per NFPA-241. A hard road surface able to support the weight of Fire Apparatus prior to any building construction being started. Please acknowledge and add to construction notes PRIOR TO DO. Response: ORIGINAL 1. General Construction Note #34 has been added to plan sheet 2. RECEIVED Comment: DEC 03 2005 2. Show 30' minimum turning radii on page 7. PRIOR TO DO. PLANNING DEPARTMENT CITY OF CLEARWATER Response: 2. Site plan has been revised to show 30' minimum turning radii as shown on revised sheet 7 and all applicable plan sheets. Comment: 3. Show a minimum 24' width of drive lanes on all applicable pages. PRIOR TO DO. Response: 3. Site plan has been revised to show 24' wide driving lanes. Comment: 4. Fire Sprinkler Systems to be NFPA 13R systems. As townhomes each unit is required to have an individual system riser and control valve with a local flow alarm. Monitoring to a November 30, 2005 , • Page 5 of 13 central station will not be required. A single 1 '/i' FDC can be installed on the system side of the riser. Acknowledge PRIOR TO DO. Response: 4. Acknowledged. Comment: 5. These are townhomes and as such no penetrations in walls between units will be allowed in order to maintain the autonomy of each unit. Acknowledge PRIOR TO DO. Response: 5. Acknowledged. Comment: 6. Provide Fire Flow Calculations by a FIRE PROTECTION ENGINEER to assure adequate water supply for project. Acknowledge intent PRIOR TO DO. Calculations due PRIOR TO PERMIT. ORIGINAL Response: RECEIVED 6. Acknowledged. Calculations will be provided prior to building permit. ~~~ 03 ?~Q5 LANDSCAPE CURBING CONDITION (JOHN SCHODTLERI: PLANNING DEPARTMENT CITY OF CLEARWATER Comment: 1. Per Section 3-1204.D. all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade. Response: 1. Site plan has been revised to show 6" vertical curb along the perimeter of all driveways as shown on revised sheet 7 and applicable plan sheets. LANDSCAPE SITE TRIANGLE CONDITION (JOHN SCHODTLER): Comment: Landscape Plan does not show the sight triangles for the west entrance, as described in Article 3, Division 9, revise the plan to show these triangles at the street intersections. Response: 1. Landscape plan has been revised to show the sight triangles for the west entrance. November 30, 2005 Page 6 of 13 LANDSCAPE (JOHN SCHODTLERI: • Comment: 1. There appears to be some conflict with the typical planting plans. Provide a revised landscape plan to include landscaping for each individual townhouse building. Response: 1. Landscape plans have been revised to eliminate conflicts with the typical planting plans. Comment: 2. Six items on the Plant Material List are inconsistent with the landscape plan. Counts appeared to be off for: QV, QH LJ, HR, CP, ~ RI. Please revise or clarify. esponse: 2. Landscape plan has been revised to be consistent with the Plant Material List. Comment: 3. Clarify locations of 15 HR plants located just south of building "F". Response: 3. See revised Landscape Plan. LAND RESOURCE CONDITION (RICK ALBEEI: Comment: 1. Remove the "Ribbon" tree barricades detail prior to building permit. Response: 1. Site plan has been revised to remove the ribbon tree barricades detail. Comment: 2. Show the tree canopies of all trees to be preserved prior to D.O. Response: ORIGINAL RECEIVED E~ 0 3 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 2. Site plan has been revised to show the tree canopies of all trees to be preserved. Comment: 3. Show to be preserved the 20" Pine tree just north of the 13" Pine shown to be preserved near the SW corner of the property prior to D.O. Response: 3. Site plan has been revised to show the 20" pine tree to be preserved. November 30, 2005 s Page 7 of 13 Comment: 4. Relocate the water service to the pool building from under the canopy of the 13" Oak to be preserved prior to D.O. Response: 4. Site plan has been revised to show the water service to the pool building outside of the tree canopy of the 13" oak as shown on revised sheet 9. Comment: 5. Relocate the sanitary line to the lift station from under the canopy of the 20" Oak tree prior to D.O. Response: 5. Site plan has been revised to show the lift station and force main outside of the tree canopy of the 20" oak as shown on revised sheet 9. Comment: 6. Relocate the sanitary lateral from under the canopy of the 13" Pine tree prior to D.O. Response: 6. Site plan has been revised to show the sanitary lateral outside of the tree canopy of the 13" oak as shown on revised sheet 9. Comment: 7. Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be reserved and how you propose to address these impacts i.e. crown elevating, building lintels, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (213 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information the arborist feels relates to tree preservation. Provide prior to building permit. Response: ORIGINAL RECENED 7. A Tree Preservation Plan will be provided prior to building permit. ~~~ 0 3 205 PARKS Sz RECS CONDITION (DEBBIE REIDI: PLANNING DEPARTMENT CITY OF CLEARWATER Comment: 1. Need copy of real estate contract that shows the purchase price of the property -the copy we received with our packet has the sales price marked out. Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. November 30, 2005 • Page 8 of 13 Response: 1. The open space /recreation impact fee application form has been submitted to the City of Clearwater for review. STORMWATER CONDITION (BRIAN BARKER): Comment: 1. Runoff coefficient for proposed conditions has been calculated incorrectly. Pond area needs to be taken at top of bank, not normal water level. Response: 1. Runoff coefficient calculations have been revised to include the pond area to the top of bank. Comment: 2. Outfall configuration for pond will not be accepted. A pond that discharges directly to private property needs to provide attenuation for the 100yr storm event. There is a City owned storm pipe on the adjacent Progress Energy ROW and also a ditch further to the south that may be acceptable. Either way a letter of "no objection" and/or easement from Progress Energy will be required for construction. Response: 2. Per telephone conversation with Brian Barker the site plan has been revised to include a level spreader swale for outfall. Comment: 3. Pond must recover in 24hrs, not 36 as provided. Response: 3. Underdrain calculations have been revised to show pond recovery in 24 hours as sown in the revised Drainage Report. Comment: 4. Numerous elevations are inconsistent or are in error between plan view and cross sectional details. ORIGINAL Response: RECEIVED 4. Site plan has been revised to eliminate plan inconsistencies. ~~~ 03 Z~O~ Comment: PLANNING DEPARTMENT CITY OF CLEARWATER 5. It appears that the proposed pond bottom is turned off in the plan view. Response: 5. Site plan has been revised to show pond bottom on all applicable sheets. .November 30, 2005 Page 9 of 13 Comment: 6. 6" of freeboard is required between the design high water level and the pond top of bank. Response: 6. Site plan shows 6" of freeboard between the DHW100 elevation of 46.00 ft. and the TOB elevation of 46.5 ft as shown on revised sheet 8. Comment: 7. The City has encountered numerous problems relating to structural failures and see page problems in the past when pond banks were constructed above grade, as this site proposes (approx 4 feet, with a narrow 3 foot top). Please provide us with some type of calculations or letter stating that seepage and structural failure will not be a problem. Response: 7. A letter stating structural recommendations for the proposed berm is being prepared by a geo- technical engineer. Letter will be provided upon receipt. ORIGINAL RECENED PRIOR TO BLDG PERMIT: JcC 03 2005 Comment: PLANNING DEPARTMENT 1. An approved SWFWMD permit must be submitted. CITY OF CLEARWATER Response: 1. SWFWMD permit is currently under review and will be provided prior to building permit. SOLID WASTE CONDITION (TOM GLENN): Comment: 1. Please make sure there is room to store garbage can and recycling bin so as not to see them from the street or adjoining properties. Response: 1. Garbage cans and recycling bins will be stored inside the garage of each individual unit. TRAFFIC ENGINEERING CONDITION (BENNETT ELBO): Comment: 1. All regular parking spaces must comply to minimum City standards. 9' wide by 19' long. Also handicap space must comply to minimum stall length of 19' deep. Response: 1. Site plan has been revised to show minimum parking dimensions of 9 ft by 19 ft and handicap stall dimension of 12 ft by 19 ft. as shown on revised sheet 7. November 30, 2005 • Page 10 of 13 Comment: 2. Individual driveways must show 20' x 20' sight visibility triangles, motorist's line of sight must not be impeded when backing out onto roadway. Response: 2. Site plan has been revised to show 20' x 20' sight visibility triangles on all individual driveways. Comment: 3. Provide stop signs with stop bars where appropriate which must comply to current MUTCD standards. Response: 3. Sheet 6 of the revised site plan shows stop signs with stop bars at all appropriate locations. Comment: 4. Provide bus pull-over along Druid Road. Response: 4. Mr. James Byers, Planning Analyst with PSTA, stated during a telephone conversation on 11- 21-05 that a bus pullout would not be necessary along Druid Road because they do not have a bus route along Druid Road. He also stated that they do have ample service close by on either US 19, Belcher, or Gulf to Bay Boulevard. Comment: 5. Provide 24' wide roadway for backout parking to comply with City's parking standards Community Development Code Section 3-1406. Response: 5. Site plan has been revised to show all proposed roadways 24' wide. Comment: ORIGINAL RECENED 6. Individual driveways for townhomes shall be 10' wide. ., ~ ~~, 0 3 2005 Response: PLANNING DEPARTMENT CITY OF CLEARWATER 6. Site plan has been revised to show all individual driveways 10' wide. GENERAL APPLICABILITY CRITERIA #1 (JOHN SCHODTLERI: Comment: 1. Clarify. How are attached dwellings (39 townhomes) in harmony with the scale, bulk, coverage, density, and character of adjacent properties? Reply to each separately. (Initial answer was insufficient). RECEIVED November 30, 2005 ~ • %E~ ~ 3 ?~d5 Page 11 of 13 pI,ANNING DEPARTMENT Response: CITY OF CLEARWATER 1. Please see additional response for general applicability criteria as attached to the revised Flexible Standard Development Application. GENERAL APPL-ICABILITY CRITERIA #2 (JOHN SCHODTLERI: Comment: 2. Clarify. How will the attached dwelling use not discourage or hinder the appropriate development and use of adjacent land and buildings or significantly impair the value thereof? (Initial answer was insufficient). Response: 2. Please see additional response for general applicability criteria as attached to the revised Flexible Standard Development Application. GENERAL APPLICABILITY CRITERIA #3 (JOHN SCHODTLERI: Comment: 3. Clarify. How will the attached dwelling not adversely affect the health or safety or persons residing or working in the neighborhood? (Initial answer was insufficient) Response: 3. Please see additional response for general applicability criteria as attached to the revised Flexible Standard Development Application. GENERAL APPLICABILITY CRITERIA #4 (JOHN SCHODTLER-: Comment: 4. Clarify. How is the attached dwelling use designed to minimize traffic congestion? (Initial answer was insufficient - It is not understood how anticipated traffic counts where there is a vacant property show how traffic congestion will be minimized.) Response: 4. Please see additional response for general applicability criteria as attached to the revised Flexible Standard Development Application. GENERAL APPLICABILITY CRITERIA #5 (JOHN SCHODTLER-: Comment: 5. Clarify. How are the proposed attached dwellings consistent with the community character of the immediate vicinity? (Initial answer was insufficient -Are there other attached dwellings in the immediate vicinity?) Response: 5. Please see additional response for general applicability criteria as attached to the revised Flexible Standard Development Application. November 30, 2005 • Page 12 of 13 GENERAL APPLICABILITY CRITERIA #6 (JOHN SCHODTLERI: Comment: 6. Clarify. How do the proposed attached dwellings minimize adverse effects, including visual impacts (building heights and walls/fences, as well as trees and landscaping) on adjacent properties? Response: 6. Please see additional response for general applicability criteria as attached to the revised Flexible Standard Development Application. ZONING CONDITION (JOHN SCHODTLER): Comment: 1. ~ To be provided prior to issuance of any site work, due to the ownership has not changed hands. Provide recorded copy of unity of title of lots 0100 and 0200. ' Response{ 1. A copy of the recorded Unity of Title for lots 0100 and 0200, as discussed, will be provided to the City prior to the issuance of a Site Permit. Comment: 2. That the proposed six foot tall walls/fences along the side (east ~ west) need to be setback a minimum of 25 feet from the front property line. Response. 2. Revised landscape plans show the walls/fences along the east and west sides set back from the front property line 25 feet. Comment: ORIGINAL Provide color swatches/chips of the proposed building colors. RECEIVED esponse: f~EC 03 2005 3. See enclosed color swatch of proposed building color. PLANNING DEPARTMEP~ CITY OF CLEARWATER Comment: 4. Provide an answer to Flexibility Criteria A3 for attached dwellings. "Off-street parking is screened from adjacent parcels of land and any adjacent street by a landscaped wall for fence of at least four feet in height." The proposed three foot tall wall and landscaping along Druid Road does not appear to meet this criteria. Response: 4. As discussed, 4 foot high landscaping is proposed to the rear of this 3 foot high wall fronts along Druid Road as shown on the revised Landscape Plan. November 30, 2005 i Page 13 of 13 Comment: 5. Staff recommends parapet wall treatments to the rear elevations, similar to those on the front. ~~. Response: 5. Parapet wall treatments will be added to the rear elevations of the building. Comment: 6. Site Data table indicates proposed building height at 40 ft, but the building elevations indicate maximum building height to top of parapet walls at 35 feet. Revise one or the other. Response: 6. Site data table has been revised to indicate maximum building height at 35 feet. Comment: 7. Provide estimated project valuation for entire redevelopment. R sponse: 7. Total site infrastructure valuation is approximately $500,000. Enclosed for your review and approval are the following: 1. Fourteen (14) sets of the revised Construction Plans. 2. Fourteen (14) copies of the revised Flexible Standard Development Application with additional responses attached (Note: Original notarized application is on file). 3. Three (3) copies of the revised Drainage Report. 4. Fourteen (14) sets of the revised Landscape Plans with colored rendering. 5. One (1) color swatch sample for proposed buildings. 6. Fourteen (14) copies of the front, rear, and side building elevations. Please do not hesitate to contact me if you have any questions or need any additional information to facilitate your review and approval of this development. Sincerely, ~ ~l_ Tim Neisinger Project Engineer TN:aI Encl ORIGINAL RECENED 3EC 03 2005 PLANNING DEPARTMENT CITY OF CLEARWATER cc: Peter Bennett, Samter Homes File 04-087 CITY ~F CLEA WATER PLANNING DEPARTMENT Post Ofice Box 4748, Clearwater, Florida 33758-4748 Municipal Services Building, 100 South Myrtle Avenue, Clearwater, Florida 33756 Telephone (727) 562-4567 Fax (727) 562-4576 October 31, 2005 GULF COAST CONSULTING, 13825 ICOT BLVD SUITE 605 CLEARWATER FL 33760 RE: FLS2005-09074 LOCATED AT 2485 DRUID RD - TREETOPS II Dear GULF COAST CONSULTING: The following are comments generated at the City's Pre-Development Review Committee (PRE-DRC) meeting regarding your case number: FLS2005-09074. These comments are generated early to give you assistance in preparing responses to the comments for the upcoming DRC Meeting on November 3, 2005. Please be prepared to address these comments and any others that maybe generated at the DRC meeting. Resubmittals will not be accepted at the meeting, please make arrangements to resubmit to Sherry Watkins after the DRC meeting. If you have any questions about times or location, please contact Sherry Watkins, at 727-562-4582. Sincerely, ~- John Schodtler Planner I Cc: File ~~ ~, ~~~, ~ ~ r~i~~~ Conditions Associated W C~a '3 ° "` ~~ FLS2005-09074 =~ ~ r ~+ 2485 DRUID RD Engineering Condition Steve Doherty 562-4773 10/25/2005 Prior to DO: Not Met 1. A 5-foot sidewalk is required along Druid Road, not 4-foot. 2. Minimum pavement width of 24-feet is required throughout development. 3. One DCVA backflow prevention device shall be provided for each building. 4. Each Fire Department Connection (FDC) shall be located at least 15-feet from a building. 5. Each FDC shall be served by a Fire Hydrant Assembly located within 40-feet and shall be on the same side of the road. 6. City of Clearwater will not assume ownership of a sanitary sewer system located under a private road. 7. Please make second water main connection to loop system. 8. Where will black barrels be stored when not at street for pick-up? 9. Remove sheets 2, 3, 12, 13 and 14 and resubmit for building permit. Level of detail not required at this time. 10. Individual taps are required for each water meter. 11. Water meters shall not be located in impervious surfaces (driveways). Prior to issuance of a building permit: 1. Per City of Clearwater Contract Specifications and Standards, Part "B" Technical Specifications, Section IV, Article 41.03(B)(1), "The depth of cover over the water main shall be a minimum of 30" and a maximum of 42" below finish grade, ". 2. Delete water system notes #6, (reference to Hillsborough Co.) and #7 (reference to thrust blocking not permitted by city). 3. Need a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.fl.us/water/drinkingwater/forms.htm 4. Clean outs for sanitary sewer system shall be double sweep; replace City Engineering Index # 305 with updated detail. 5. Please add note: The City of Clearwater will provide water tap, set the water meter and a B.F.P.D. (back flow preventor device) if applicable. Applicant is responsible for all associated fees and all other installation fees. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. Print Date: 10/31/2005 CaseConditons Page 1 of 4 • FLS2005-09074 2485 DRUID RD • Engineering Condition Steve Doherty 562-4773 General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental Condition Heather Faessle 562-4897 Not Met 10/25/2005 Label cross-sections to correlate ponds to site plans. Fire Condition Leonard Rickard 562-4327 10/14/2005 Where underground water mains and hydrants are to be installed, they shall be installed, completed, and in service prior to construction as per NFPA-241. A hard road surface able to support the weight of Fire Apparatus prior to any building construction being started. Please acknowledge and add to construction notes PRIOR TO DO. 10/14/2005 Show 30' minimum turning radii on page 7. PRIOR TO DO 10/14/2005 Show a minimum 24' width of drive lanes on all applicable pages. PRIOR TO DO Not Met Not Met Not Met 10/14/2005 Fire Sprinkler Systems to be NFPA 13R systems. As townhomes each unit is required to have an Not Met individual system riser and control valve with a local flow alarm. Monitoring to a central station will not be required. A single 2 1/2" FDC can be installed on the system side of the riser. Acknowledge PRIOR TO DO 10/14/2005 These are townhomes and as such no penetrations in walls between units will be allowed in order Not Met to maintain the autonomy of each unit. Acknowledge PRIOR TO DO 10/14/2005 Provide Fire Flow Calculations by a FIRE PROTECTION ENGINEER to assure adequate water Not Met supply for project. Acknowledge intent PRIOR TO DO. Calculations due PRIOR TO PERMIT. Land Resource Condition Rick Albee 727-562-4741 10/25/2005 Remove the "Ribbon" tree barricades detail prior to building permit. Not Met 10/25/2005 Show the tree canopies of all trees to be preserved prior to D.O. Not Met 10/25/2005 Show to be preserved the 20" Pine tree just north of the 13" Pine shown to be preserved near the Not Met SW corner of the proerty prior to D.O. 10/25/2005 Relocate the water service to the pool building from under the canopy of the 13" Oak to be Not Met preserved prior to D.O. 10/25/2005 Relocate the sanitary line to the lift station from under the canopy of the 20" Oak tree prior to D.O. Not Met 10/25/2005 Relocate the sanitary laterial from under the canopy of the 13" Pine tree prior to D.O. Not Met 10/25/2005 Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape Not Met architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts ie; crown elevating, building lintels, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information the arborist feels Print Date: 10/31/2005 CaseConditons Page 2 of 4 • FLS2005-09074 2485 DRUID RD Land Resource Condition Rick Albee relates to tree preservation. Provide prior to building permit. Parks & Recs Condition Debbie Reid • 727-562-4741 562-4818 10/21 /2005 Need copy of real estate contract that shows the purchase price of the property -the copy we Not Met received with our packet has the sales price marked out. Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Storm Water Condition Brian Barker 562-4779 10/20/2005 1. Runoff coefficient for proposed conditions has been calculated incorrectly. Pond area needs to be taken at top of bank, not normal water level. 2. Outfall configuration for pond will not be accepted. A pond that discharges directly to private property needs to provide attenuation for the 100yr storm event. There is a City owned storm pipe on the adjacent Progress Energy ROW and also a ditch further to the south that may be acceptable. Either way a letter of "no objection" and/or easement from Progress Energy will be required for construction. 3. Pond must recover in 24hrs, not 36 as provided. 4. Numerous elevations are inconsistent or are in error between plan view and cross sectional details. 5. It appears that the proposed pond bottom is turned off in the plan view. 6. 6" of freeboard is required between the design high water level and the pond top of bank. 7. The City has encountered numerous problems relating to structural failures and seepage problems in the past when pond banks were constructed above grade, as this site proposes (approx 4 feet, with a narrow 3 foot top). Please provide us with some type of calculations or letter stating that seepage and structural failure will not be a problem. Prior to Bldg Permit: 1. An approved SWFWMD permit must be submitted. Solid Waste Condition Tom Glenn 562-4930 10/19/2005 Please make sure there is room to store garbage can and recycling bin so as not to see them from the street or ajoining properties Traffic Eng Condition Bennett Elbo 562-4775 10/17/2005 All regular parking spaces must comply to minimum City standards. 9' wide by 19' long. Also handicap space must comply to minimum stall length of 19' deep. 2. Individual driveways must show 20' x 20' sight visibility triangles, motorist's line of sight must not be impeded when backing out onto roadway. 3. Provide stop signs with stop bars where appropriate which must comply to current MUTCD standards. 4. Provide bus pull-over along Druid Road. 5. Provide 24' wide roadway for backout parking to comply with City's parking standards Community Development Code Section 3-1406. 6. Individual driveways for townhomes shall be 10' wide. All of the above to be addressed prior to a D.O.. General note: Comply with the current Transportation Impact Fee Ordinance and fee schedule. General Applicability Criteria #1 John Schodtler 727-562-4547 Print Date: 10/31/2005 Not Met Not Met Not Met CaseConditons Page 3 of 4 • • FLS2005-09074 2485 DRUID RD General Applicability Criteria #1 John Schodtler 727-562-4547 10/26/2005 Clarify. How are attached dwellings (39 townhomes) in harmony with the scale, bulk, coverage, Not Met density, and character of adjacent properties? Reply to each seperately. (Initial answer was insufficient) General Applicability Criteria #2 John Schodtler 727-562-4547 10/26/2005 Clarify. How will the attached dwelling use not discourage or hinder the appropriate development Not Met and use of adjacent land and buildings or significantly impair the value thereof? (Initial answer was insufficient) General Applicability Criteria #3 John Schodtler 727-562-4547 10/26/2005 Clarify. How will the attached dwelling not adversely affect the health or safety or persons residing Not Met or working in the neighborhood? (Initial answer was insufficient) General Applicability Criteria #4 John Schodtler 727-562-4547 10/26/2005 Clarify. How is the attached dwelling use designed to minimize traffic congestion? (Initial answer Not Met was insufficient - It is not understood how anticipated traffic counts where there is a vacant property show how traffic congestion will be minimized.) General Applicability Criteria #5 John Schodtler 727-562-4547 10/26/2005 Clarify. How are the proposed attached dwellings consistent with the community character of the Not Met immediate vicinity? (Initial answer was insufficient -Are there other attached dwellings in the immediate vicinity?) General Applicability Criteria #6 John Schodtler 727-562-4547 10/26/2005 Clarify. How do the proposed attached dwellings minimize adverse effects, including visual Not Met impacts (building heights and walls/fences, as well a trees and landscaping) on adjacent properties? Zoning Condition John Schodtler 727-562-4547 10/04/2005 To be provided prior to issuance of any site work, due to the ownership has not changed hands. Not Met Provide recorded copy of unity of title of lots 0100 and 0200. 10/11/2005 That the proposed six foot tall walls/fences along the side (east & west) need to be setback a Not Met minimum of 25 feet from the front property line; 10/26/2005 Provide color swatches/chips of the proposed building colors. Not Met 10/26/2005 Staff recommends parapet wall treatments to the rear elevations, similar to those on the front. Not Met 10/26/2005 Site Data table indicates proposed building height at 40 ft, but the building elevations indicate Not Met maximum building height to top of parapet walls at 35 feet. Revise one or the other. 10/26/2005 Provide an answer to Flexibility Criteria A3 for attached dwellings. "Off-street parking is screened Not Met from adjacent parcels of land and any adjacent street by a landscaped wall for fence of at least four feet in height." The proposed three foot tall wall and landscaping along Druid Road does not appear to meet this criteria. Print Date: 10/31/2005 CaseConditons Page 4 of 4 CITY OF CLEA WATER PLANNING DEPARTMENT Post Office Box 4748, Clearwater, Florida 33758-4748 Municipal Services Building, 100 South Myrtle Avenue, Clearwater, Florida 33756 Telephone (727) 562-4567 Fax (727) 562-4576 October 31, 2005 GULF COAST CONSULTING, 13630 58TH STREET NORTH SUITE 110 CLEARWATER FL 33760 RE: PLT2005-00025 LOCATED AT 2485 DRUID RD - TREETOPS II Dear GULF COAST CONSULTING: The following are comments generated at the City's Pre-Development Review Committee (PRE-DRC) meeting regarding your case number: PLT2005-00025. These comments are generated early to give you assistance in preparing responses to the comments for the upcoming DRC Meeting on November 3, 2005. Please be prepared to address these comments and any others that maybe generated at the DRC meeting. Resubmittals will not be accepted at the meeting, please make arrangements to resubmit to Sherry Watkins after the DRC meeting. If you have any questions about times or location, please contact Sherry Watkins, at 727-562-4582. Sincerely, John Schodtler Planner I Cc: File ~frXrir . _~~~~~~ ~ i t d W~ di ~ C N i~, :`~ ~ -ssoc a e ~nS on t .; ,. ~~ ' °.~~ PLT2005-00025 ~~ ~~ 2485 DRUID RD Engineering Condition Steve Doherty 562-4773 10/25/2005 1. Provide stre et names on the Preliminary Plat. 2. Show dimensions of proposed ingress/egress easement. 3. Provide area of overall plat and area of individual lots. Fire Condition Leonard Rickard 562-4327 10/14/2005 No issues. Land Resource Condition Rick Albee 727-562-4741 10/25/2005 No Issues. Parks 8~ Recs Condition Debbie Reid 562-4818 10/21/2005 Need copy of real estate contract that shows the purchase price of the property -the copy we received with our packet has the sales price marked out. Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Zoning Condition John Schodtler 727-562-4547 10/04/2005 Revise preliminary plat to provide area for the following: overall plat, each individual lot, streets, rights of way, common open space or other land to be dedicated for public purpose. Print Date: 10/31/2005 Not Met Not Met Not Met Not Met Not Met CaseConditons Page 1 of 1 1 ~ " Oct. 31 2005 03:57PM YOUR LOGO City0fClearwater-Plan Dept YOUR FAX N0. 727 562 4865 N0. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95246090 Oct. 31 03:54PM 02'23 SND 07 OK TO TURN OFF REPORT, PRESS 'MENU' #04. ' THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-~-HELP=-FAX C435-73291. ~ ~ LL ~~ ~ CITY OF CLEARWATER ,; PLANNING DEPARTMENT °~ ~ar~ater MUNICIPAL SERVICES BUILDING ° 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYC LEARW ATER. C OM October 18, 2005 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 2485 DRUID RD (FLS2005-09074) To Surrounding Property Owners: As a property owner within 200 feet of 2485 DRUID RD, the City of Clearwater Planning Department gives notice that an application for Preliminary Plat and Flexible Standard Development to construct 39 townhome units to be called Treetops II, in the proposed Medium Density Residential (MDR) zoning district and includes an increase to building height of an additional five-feet for perimeter parapets (from roof deck -roof deck at 30-foot to top of parapet at 35-feet), per Section 2-303.A. . On November 03, 2005, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be November 03, 2005. The City encourages you to participate in the review of this application. You may contact me at 727-562-4547 or John.Schodtler@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on November 03, 2005. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, ~~ ~ Jo Schodtler Planner I Letter ofNotifcation - FLS2005-09074 - 2485 DRUID RD ~9s o a ~r,~ ~ ~ACOBSEN, WILLIAM L 16316 PATTERSON RD ODESSA FL 33556 - 2711 SUNNY GROVE M/H PARK INC 2463 GULF TO BAY BLVD CLEARWATER FL 33765 - 4349 GAREY, THOMAS W THE 622 BYPASS DR CLEARWATER FL 33764 - 5002 OLIVER, RAYMOND D OLIVER, NORA 2482 DRUID RD CLEARWATER FL 33764 - 6001 CVORAK, MIRKO CVORAK, LJUBICA 2464 DRUID RD CLEARWATER FL 33764 - 6001 FLORIDA POWER CORP PO BOX 14042 ST PETERSBURG FL 33733 - 4042 KHAMMANNONG, MAUNA 2496 DRUID RD CLEARWATER FL 33764 - 6001 OLNENCIA, MILTON R OLIVENCIA, SHARI 2476 DRUID RD CLEARWATER FL 33764 - 6001 TASE, VASIL TASE, NATASHA 2458 DRUID RD CLEARWATER FL 33764 - 6001 ~LORIDA POWER CORP PO BOX 14042 ST PETERSBURG FL 33733 - 4042 CAREY, THOMAS W THE 622 BYPASS DR CLEARWATER FL 33764 - 5002 TRAN, KEVIN NGUYEN, TIANA THI 2488 DRUID RD CLEARWATER FL 33764 - 6001 DOAN, PHUONG M MA, VIEN 2470 DRUID RD CLEARWATER FL 33764 - 6001 TRAN, THU VAN HUYNH, UYEN CHI THI 2452 DRUID RD CLEARWATER FL 33764 - 6001 JONES, EARL G 20000 US HIGHWAY 19 N # 221 CLEARWATER FL 33764 - 5065 LEWIS, MARIE E THE 20000 US HIGHWAY 19 N # 227 CLEARWATER FL 33764 - 5065 SOUTH GATE HOME OWNERS INC 20000 US HIGHWAY 19 N CLEARWATER FL 33764 - 5094 BAKER, NORMAN A BAKER, FRANCES E 4 WOODLAND CRESCENT RR 1 BARRIE ON L4M 4Y8 00030 - CANADA OSWALD, PAUL G 20000 US HIGHWAY 19 N # 229 CLEARWATER FL 33764 - 5065 BAXTER, JULIA A 20000 US HIGHWAY 19 N # 322 CLEARWATER FL 33764 - 5066 SMITH, DONELLA 20-103 WILSON ST VICTORIA BC V9A 6X1 00030 - CANADA MICHAUD, CARL M MICHAUD, JANET L 20000 US HIGHWAY 19 N # 230 CLEARWATER FL 33764 - 5065 CATANESE, JOSEPH F CATANESE, LUISA 20000 US HIGHWAY 19 N # 323 CLEARWATER FL 33764 - 5066 SWAN, JAMES F SWAN, JEANETTE T 20000 US HIGHWAY 19 N # 326 CLEARWATER FL 33764 - 5066 HENSLEY ,ALFRED D HENSLEY, GLYNDA L 11708 MANOR LAKE DR INDEPENDENCE KY 41051 9715 O'BRIEN, SHIRLEY F O'BRIEN, JOHN P 2000 US HIGHWAY 19 N # 430 CLEARWATER FL 33764 - BOOTH, DONALD L BOOTH, KATHERINE R 20000 US HIGHWAY 19 N # 525 CLEARWATER FL 33764 - 5083 THURLOW, DANA D THURLOW, GEORGIA E 15 BLAKE ST BREWER ME 04412 - 2021 KLAUSE, EDWARD J KLAUSE, DOLORES J 20000 US HIGHWAY 19 N # 722 CLEARWATER FL 33764 - 5069 HARRELL, GLENN R HARRELL, CAROLYN P 1558 BELLEAIR LN CLEARWATER FL 33764 - 2562 ~~ MC CARTHY, ANN M 20000 US HIGHWAY 19 # 424 CLEARWATER FL 33764 - 5067 RAINERI, WALTER RAINERI, PATRICIA P O BOX 152 SPRING VALLEY IL 61362 - 0152 MATSON, FRANCIS E MATSON, ALICE R 20000 US HIGHWAY 19 N # 529 CLEARWATER FL 33764 - 5083 WEIMER, JAMES S WEIMER, BARBARA 195 BONAR AVE WAYNESBURG PA 15370 - 1603 SIBIT, BERNIECE L LO GALBO, JOE D 20000 US HIGHWAY 19 N # 626 CLEARWATER FL 33764 - 5068 GODFREY, JUDITH A 9 ORANGE PIPPIN RD SANDY HOOK CT 06482 - 1433 ~,UCKETT, ANN D 20000 US HIGHWAY 19 N # 330 CLEARWATER FL 33764 - 5087 WITHROW, ROBERT L WITHROW, GARNET R 112 WOODSIDE DR WASHINGTON PA 15301 - 3034 PERRY, JOSEPH W PERRY, BARBARA A 20000 US HWY 19 N #721 CLEARWATER FL 33764 - 5069 MC CARTHY, GERALD J MC CARTHY, F PATRICIA 20000 US HIGHWAY 19 N # 723 CLEARWATER FL 33764 - 5069 MAC LEOD, JOHN A 20000 US HWY 19 N # 729 CLEARWATER FL 33764 - 5069 MATTHEWS, ROBERT W 20000 US HIGHWAY 19 N # 724 CLEARWATER FL 33764 - 5069 BUTLER, RUTH T 20000 US HIGHWAY 19 N # 727 CLEARWATER FL 33764 - 5069 DUPUIS, ANTHONY J 20000 US HIGHWAY 19 N # 730 CLEARWATER FL 33764 - 5069 DRISH, JOAN 20000 US HIGHWAY 19 N # 821 CLEARWATER FL 33764 - 5081 FRENCH, JAMES J GOLEIN, ALICE J PO BOX 404 BEECH GROVE IN 46107 - 0404 POST, NORMA 468 KISSEL AVE STATEN ISLAND NY 10301 - 2629 MILLIGAN, LINDA 2522 BERNICE DR CLEARWATER FL 33764 - 5022 MURILLO, XAVIERFRANK MURILLO, MARTHA 2523 BURNICE DR CLEARWATER FL 33764 - 5021 REKAWEK, IZABELA KAMILA REKAWEK, EWA 2486 BURNICE DR CLEARWATER FL 33764 - 4948 Clearwater Neighborhood Coalition Doug Williams PO Box 8204 Clearwater, F133758 • .SUTTON, ROBERT L 7942 HEARTHSTONE WAY INDIANAPOLIS IN 46227 - 8162 POWERS, PATRICIA A 20000 US HIGHWAY 19 N # 826 CLEARWATER FL 33764 - 5001 EVANS, NANCYANN C 20000 US HWY 19 N # 828 CLEARWATER FL 33764 - 5001 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 SMITH, GARY R SMITH, LYNN F 2534 BURNICE DR CLEARWATER FL 33764 - 5022 MC GHEHEY, DEBORAH J 2516 BURNICE DR CLEARWATER FL 33764 - 5022 CRUZ, ELIZABETH 2494 BURNICE DR CLEARWATER FL 33764 - 4948 WEEKS, BETTY J 2482 BURNICE DR CLEARWATER FL 33764 - 4948 FLORIDA POWER CORP PO BOX 14042 ST PETERSBURG FL 33733 - 4042 NICOLINI, ROBERT L NICOLINI, BARBARA K 2490 BURNICE DR CLEARWATER FL 33764 - 4948 HUBBARD, BRADLEY A 1207 EVERGLADES AVE CLEARWATER FL 33764 - 4915 • • LL~,. ., CITY OF CLEARWATER 0 ~a~at~r PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING ~ 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 VVW W.MYCLEARWATER. COM October 18, 2005 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 2485 DRUID RD (FLS2005-09074) To Surrounding Property Owners: As a property owner within 200 feet of 2485 DRUID RD, the City of Clearwater Planning Department gives notice that an application for Preliminary Plat and Flexible Standard Development to construct 39 townhome units to be called Treetops II, in the proposed Medium Density Residential (MDR) zoning district and includes an increase to building height of an additional five-feet for perimeter parapets (from roof deck -roof deck at 30-foot to top of parapet at 35-feet), per Section 2-303.A. . On November 03, 2005, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be November 03, 2005. The City encourages you to participate in the review of this application. You may contact me at 727-562-4547 or John.Schodtler@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the .application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on November 03, 2005. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process.. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, Jo n Schodtler ~~,.~['~ ,~ Planner I ~,•~,Jw/ ~ ~~~~ Letter of Notification - FLS2005-09074 - 2485 DRUID RD .~~~'~"~r~; CITY OF GLEARWATER ; : :~ ~ = ~~ _.~. ~ Q. PLANNING DEPARTMENT 99~91;EyE~~` Posr ONCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 ;~ Clearwater Neighborhood Coalition Doug Williams P.O. Box 8204 Clearwater, F133758 • Page 1 of 1 Schodtler, John From: Tim Neisinger [tneisinger@gulfcoastconsultinginc.com] Sent: Tuesday, October 11, 2005 1:09 PM To: Schodtler, John Cc: Sean Cashen Subject: Tree Tops II -Building Elevations John, The attached pdf's show the bottom of the roof truss at elevation 26'-8" and the truss being 2'-4" at the low end with a slope of/4" per foot. As we discussed earlier today we will include this information on the next submittal. Thank you, Tim Neisinger Project Engineer Gulf Coast Consulting, Inc. 13825 ICOT Blvd, Suite 605 Clearwater, FL 33760 Ph: (727) 524-1818 Cell: (727) 742-6662 Fax (727) 524-6090 tneisinger(a~ ~ulfcoastconsultinginc. com 10/11 /2005 BuI~T-~UP ~oo~ SYSTEM -- 30~ SATURATEp FELT OVEa 5j8" t'CYWOOD SHEATHING FAS`fEN SHEATHING TO FLAMING USING "8d COMMON NAILS +C~ 4" O,C. ALUNG EDGES. 01"' ('AN£LS &. B'" O.C. AT INTERN!£DlATE: FRAMING IIVSTALI. SH£A'rHING WITM LONG DIMENSION PE.RPINDICULAPt T4 TRUSSES Vs~ITH END JOINT STAGGERED --- ~1= .T ~+ A-12 (2} "KNOCK-OUT [3LOCKS W/2 #5 CON"1". (2) 2X6 TOP RLATE i ~ P~1=-£NC TRUSSES C~' R-30 .GATT INSUL.. B£rw££s~ TRUSSES - 1/2" G.W,B. CEILING 1/~c~ G.W.B. ALUM.. WINDOW UNfT SEE SCHEDULE 5/S" C£M£NTITIOUS FVN15H ON GALV. Iv1ETAL LATH bN 15 LBS Fi=LT ON 1 /z" I'LYwD. ~. 1.J2" GO BOLT C~ 48" O:C. WOOD BASF AS ~~~- SP£C1F'i>=b BY QWN£R sLQPE ; 1/4" pER TOOT RbO£ O. C,--- •I L J -- ,~ ~ ~~er,~. • LILT-UP ROOF 'STEM i~ SATURATED FEL7 /ER 5/8 PLYWOOD SHEATHING ~STEN SHEATHING. TO FRAMING )MMON NAILS 8 4" O.C: ALON1 PANELS & 8" O.C. .AT {LATER. TAMING STALL SHEATHING iMTli LONG rtAENSiON PERPlNDICU~.AR TO T TF! ENO JOINT STAGGERER - -30 GATT iNStJL. ETWEEN TRUSSES /2" G:WB. CEILING /2" G.W.B. 2-11 GATT INSt1LATEON 3ETWEEN STUDS WOOD. BASE AS SPECIFIED BY pWNEEZ FLOOR. FINISH AS , SPECIFIED B`( OWNER 3/4" CDX PLYNlOOD 5U8FLOOR ON 16" DEEP WOOD FLOOR TRUSSES C~ 16" O.G. ARE-ENGINEERED ROOF 1RU5SES ~ 96" O.C. 1/2" G.W.B_ CEILING 1 /2" G.W.B. R-11 GATT INSULATION BETWEEN STUDS \NOOD BASE AS SPECIFIE[7 BY OWNER s Clearwater October 11, 2005 Gulf Coast Consulting 13825 Icot Blvd Suite 605 Clearwater, F1 33760 r ~ - CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYC LEARW AT ER. C OM RE: FLS2005-09074 -- 2485 DRUID RD -- Letter of Completeness Dear Gulf Coast Consulting The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2005-09074. 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 November 03, 2005, 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. Please call Sherry Watkins, Administrative Analyst, at 727-562-4582 no earlier than 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 maybe 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, John Schodtler Planner I Letter'o/Completeness - FLS2005-09074 - 2485 DRUID RD 52~-~,0~0 • ~ ~ ~ - I i • Oct. 11 2005 11:44AM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USRGE TIME MODE PAGES RESULT 01 95246090 Oct. 11 11:43AM 00'37 SND 01 OK TO TURN DFF REPORT, PRESS 'MENU' #04. TFIBJ SELECT OFF BY USING '+' OR '-'. FOR FAX ADIJANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329). i -- ~-- 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 10, 2005 Mr. John Schodtler, Planner I City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 Re: Treetops II FLS2005-09074 2485 Druid Road Dear Mr. Schodtler: ~l ~~'~ 1 ii ~~~s ~,:, ~ ~._,F ~;~~r ~.. ~.._~.__v~ R_,~~nt.rv~r SIC . i t Y ; )~' i .'t i~t iw~~EJ3~ We have received your letter dated October 4, 2005, in regard to the above-referenced project and offer the following responses to your comments: Comment: 1. Provide all four building elevations for both five unit and six unit buildings. Response: 1. Please see the attached Building Elevations for the proposed six (6) unit buildings, including the front, rear, and side elevations. The building elevations for the proposed five (5) unit buildings were previously submitted with the original application on September 28, 2005. Comment: 2. Provide in writing the distance from the finished roof to the top of parapet wall and the distance from the existing grade to the finished roof. Note: Prior to Development Order, the building elevations will need to be revised to include these dimensions. Response: 2. As detailed in the previously submitted building elevations for the five (5) unit buildings as well as the building elevations for the proposed six (6) unit building attached, the distance from the proposed finish floor to the top of the parapet as i • October 10, 2005 Page 2 of 3 well as the distance from the finished floor to the top of the arch are detailed. Please note that the dimension from the assumed finish floor to the top of the parapet is 31 feet-6 inches and the distance from the assumed finished floor to the top of the arch of the building is 35 feet-0 inches. The distance from the existing grade to the finished roof varies since the proposed finished floor elevations from existing ground vary throughout the site. As detailed on our previously submitted Construction Plans, the proposed finished floor elevations are approximately 2 to 3 feet above the existing grade. Therefore, in relation to the existing ground the proposed parapet dimension and the top of arch dimension will also correspondingly be 2 to 3 feet higher than these dimensions as detailed on the exterior elevation plan sheet enclosed. Comment: 3. Provide recorded copy of unity of title of lots 0100 and 0200. Response: 3. As discussed with Mr. Wayne Wells, the recorded copy of unity of title for lots 0100 and 0200 will be provided prior to the issuance of the site permit and work commencing on the project. Please be aware that this unity of title document cannot be executed and recorded until our client has closed and taken ownership of the property which will occur in the near future. This unity of title document typically is submitted during the site permit review process. Comment: 4. Could not locate a site plan. One the Paving, Grading, and Drainage Plan there is an unlabeled wall proposed surrounding the property. In the MDR zoning district, a six foot. wall in the front setback along Druid Road requires a Flexible Development (CDB) approval. Clarify wall situation. Response: 4. As shown on revised sheet 8, a 3-foot high column with 3-foot high aluminum fencing is proposed along the entire frontage of Druid Road, consistent with Flexible Standard Development criteria. A 6-foot high wall /fence is proposed along the sides (east and west) and also to the rear of the project. Enclosed for your review and approval are the following: 1. Fourteen (14) prints of the Building Exterior Elevations with dimensions for the proposed six (6) unit building; 2. Fourteen (14) prints of revised sheet 8. • October 10, 2005 Page 3 of 3 Please contact me if you have any questions or require any additional information. Sincerely, f _. i .V --~. _ ...~ Tim Neisinger Project Engineer TN:aI Encl. cc: Peter Bennett, Samter Homes File 04-087 _® ® ~ ® w..~~.~u, ® ~ ® ® ~ rt ~ e ------ ----- ® - -® - -- ------ ®- ~ ---- - - ---- ~ - - - - - - - - - - ~ - - - ~ - - - - - ++ + - - - + ~ - - - - - - - ® ar ® ® ® ®® ® ~ ~ + F~a ® m ~ - ~ ® ~ ^^^^ 0000 ^^^ 0000 i ® ® ~ ~ ^^^^ 0000 ^^^ 0000 ~ ® ® g ^^^o 0000 ^o^^ 0000 4 00 000 0000 ao ao 0000 0000 00 00 0000 0000 ~~ FRONT ELEVATION: 6 UNIT BUILDING --- - n n RIGHT ELEVATION: 6 UNIT BUILDING LEFT ELEVATION: 6 UNIT BUILDING ~kE .,~s- BANTER HOMES TREETOPS II 580 Trinity Lane N 1 St. Petasb~ag, Florida 337161200 EXTERIOR ELEVATIONS Phone: (727)573-1336 I REAR ELEVATION: 6 UNIT BUILDING - - _. . --------------- -- -- -- -- -- ---- ------ -- o~~...~J ..L. .~ [.N, Irl~.x. REMOVE E%SUNG TYPE F CURB ~ ~ n + -' sfum~ , u ne ANO INSTALL LONLRCTE SWAIE ~~~~ w REMOVE E%ISTINC IYPF F CURB I i Yra ~ -' ,,,,~~, [,,,z (MA NTAN Ex FLOW. NE GRADE) ~ ~ ANp NSTALL CONCRETE SWALE I ~ fP P9•~[.U (MA NT4N EX FLOwL Nf GRADE) y, 0iS n-.' fer 9,ura9 1e's ___.. _. ...w .. .___ .... ........._ ...... ... _.... __.. ...__1... . ... ..._.__ .. ..........__ .. ... .. ........ .. ..... ._ w» " - .y>.- w - ' ..... _... 3 HLH COLUMNS W/J' ' -~~~ ~ HGN ALUMINUM ffNCC ._.. ~ - - • ~ (iw-ALONG FRONTAGE) L Qu B e 1 . 39 0' WIDE ASPHALT ~ NB k BEGN IY ~ DRUID GOAD ` ~ E~ roo E. "r _ p, L uMNS w •.• :- PAVEMENT f HEADER CURB ~ 0' 10' TO' 90' ' " ~, too R/w (o) ~ ( +~ 3~ Lu oxuM FENCC) •• - - _._ FRONIA C 00HH LOG GE 3 HICN LOlUMNS w/3 '~ ~ END FDOT E 'F' ~ ~ ~~ ' ) .: ' " NANO LAP ftAMb .:. • _• LNWL D <} pp \ HICN ALUMINUM FENCE CURB k BEGIN f1' PER GTY STD ~~~ (1W-ALONG FRONTAGE) NEAOER WRB On HANDICAP R -OHL ... OHL _ ,, ,,,_OETAIL iTP ..... a. ..-.. - ~ PER LITY 5 D ,p~ I ' i L >w OHW 95 8 •zN DETAIL (iVP) '' : ~ ~ ., _ - - - . -~ - ~ '~• S89'18 55 E 1 ~/ __ _ - n T oL~ .°u. wL m~~" --- _ Ero J'r'l~ - ` _ -- - - - - -e- ,, - - - ~ - - - - __ , - PROPOSED STORM PIPE ] -ti. t_ -T i ~ PROPOSED GRATE INLET ` ,,. ~.~ I ~./~ .~__... s e POND ~ ~ s' __ ... r, ~ (U_ s,s ....., ,,, - . _ I ~ PROPOSED FLARED END SECTION I I ~' "~~ :~_. N _ ~ ' ~ 1 ~' ~ ~,,, ~ I .~ I '° _~~ I .f ~~ ~ Q PROPOSED STORM CALLOUT I I ~, 6 HIGH COLUMNS w/B' ~ ~ 1 ' ~ t 1 . I ~'~ ~ I "- HIGH WALL/FENCE -: O + ~ I .' ~ L ~.~; u,l t ~w-ALOI+c slDfs) I -' ~ I - -- ~ ~ ~ •- ~ ~ W ~.I _ of Q I ( 5 FF.19.60 PROPOSED FINISHED FLOOR CALLOUT d I ~~ 0 ~°,, .~ s -' -.: _ !I = _ ~ W ~; }~,' ye EXISTING TREE TO REMAIN c ~ A ~ ~~ Z It r* ~ „ -" ~~~ I 0 ~ ~ 0 4 ~ 28 I ~~~' 6 ~ ~- L _~ PROPOSED STAKED SILT SCREEN .. :.:~ I $ ._ ~ F. -- z z ~. __ , I~ PROPOSED ELEVATION w/HP o N '" I ~ ~, ~ .~ ~ ,)-. ~ -- m :..~ ~,_. I ~ m =i # ~ _ _ ~..-, ~ ~/ PROPOSED ELEVATION ~ ` T ` c n I I i - m j ~ ~ ~ 1 I ~ /' AS ,t f'. ~ _ _ ~ __ i m ~ t. ~ ~ -- PROPOSED POND TOP OF BANK ~ w I i -'-'~..-: ,4" . ~°- ( ` ,I s ~ 1 -F t I ~ o~ W PROPOSED POND BOTTOM ~ ~ ~ 4 =m I ~ `` ,.~ ~... I 1 ~,... I .~~. .. ... ~ ~,e l„~ ~ ~_. i I "~ ~~~°~ ~ ------- PROPOSED SETBACK o I" '- « ~ T1 ! I sTORm eteR cTUAr p < I ~ ._"......_ Rr z~ _- LL ~ ~. •_'~ O ~~o I }, /[ I I r ~ so-} soA a<i. s c~P ~o.Jx I ~~ ~ 1 .I ~ I' ~` ~"-'~ I }'I' n C ei-zA s z ~ T9 LF s c o daex N ( ~ I I 'I ,~ Ij I ~ ~ !' ~, I I F ~R o V_] si-iA s>-: fee i~ s cP a ai,x I 1 ST-. 5T-5 95 LF 5 G O 0.]t3 C - ~ ( ~ ` ' FB„ O x 51_6 5, T DJ LF 5 C O 065; ~~ U' ~I 1 ~ ~ ~~~ ~ AI.. ~~ ~ ~S i~ I'I~~ r 1--I ~I~I~ N W STB 00591 _ i t 6 I I ~ ? j 5, 0 ST B ] f5' R[P O 0 ].% ': ~ ~ W ~ I.( M 1 ~ I~ ~ ~ - ~ ~ `~ •~: 55-f0 51-if f} lF fB nCP O O.AJ![ P_ ' I (~ ~ ~ I I 1 1 FF.97.57 1 _ _ J ~' l _ _ _ _ J FF 4].T ] _ J I '.\) ~ I X ~ 1 ~~ ~ 6' H w COLUMN STORM STRUCTURR. CHART O 1 L__ L__ ) .. ~ r ~ Y/ b 5 w/6 Op C ~ 1 L__ -- ~ ~ L-- _ I F o 1 °, ICH ALL/FENCE ~ O __ __J Ali _J F A).ST I [ L WNH ME " E S VNIT - OWNH ME ~ L'- 1 1 !~f ) '®~~~ "O` I~R'V'FSmH- (/) Z jl B NIT L__ J ( A N [D~ x , _ - T NHO NDERDRn NES ~- - O M Ol LJJ ~' I ~~: ~ l x ... __.~.: 1 'G. ~($EE OETAIL) ~3.,. (7 Q~ j6~ [, -_ ` ,~ { , f -T _ _ _ I 1 _ _"~. PPE (Tw') ., i- _~~. ~ ~ r,.,} ~ ELEAN DUT (iM) ~LC-RTR- . ~ TO _ _ - ~ ...... -POND-..., _ _ _ _'" H a JS ' _ ~ ~ ... T ~: ~ ~__ ~'__r.~___-~ ~~~~- ~_ I:. ~6 PVC ~ ~- V Or F PTpNO 0.36 AL. 9A} 5D ~ I E FENCE r _ ~ NoB - 9B,oo ~~~~ [xo a~ ie oew ° vcP 399 80" (C) ~ F[ wL - a3 oo 'W255 I ' ~ .,n FLORIDA •-~ N89'13~2~~~w (G) ~ B ~ .g f i TEN T.30 [. 0 Vn .e.9O8 POWER HIGH ALL/FENCE CORPORATION (IYP-ALONG REAR) BOTTOM - PI B o Gulf Coast Consulting, mc. .f,".Nfy. tea. Sf~MTER HOIVIES _, ....~,v.T........ e ~,~_ d °°~~"~' TREETOPS II - nn,9w~ H.~ . T~.Ir.IM~ly 580 Trinity Lane N ~ ~, ~$1 L~f,^w. 8 ~ F ~ a ~"`' St. Petersbur Florida 33716-1200 .e, r monn.`9'+'9 B PAVING, GRADING & DRAINAGE PLAN - _- _.__._ _ ~_._ _ _... f9 >.9, RLw9CD R[R G a GEAftW~~ft OOMMENIS _ 14 Pbobe:(727)573-1336 -„_q c r M Schodtler, John From: Jarzen, Sharen Sent: Tuesday, October 04, 2005 2:55 PM To: Schodtler, John Subject: 2485 Druid Road This was submitted to DCA for approval on June 7, 2005, along with two other cases, as a large scale future land use plan amendment. DCA sent us a comment letter dated August 26. The City has 60 days to respond to the comments. Sharen Jarzen, AICP Planning Department City of Clearwater 727-562-4626 `Clearwater October 04, 2005 Gulf Coast Consulting 13630 58th Street North Suite 110 Clearwater, Fl 33760 ~~~TY OF CLEA~WATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM RE: FLS2005-09074 -- 2485 DRUID RD -- Letter of Incompleteness Dear Gulf Coast Consulting The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2005-09074. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. l . Provide all four building elevations for both five unit and six unit buildings. 2. Provide in writting the distance from the finished roof to the top of the parapet wall and the distance from existing grade to the finished roof. Note: Prior to Development Order, the building elevations will need to be revised to include these dimensions. 3. Provide recorded copy of unity of title of lots 0100 and 0200. 4. Could not locate a site plan. On the paving, grading, & drainage plan there is an unlabeled wall proposed surrounding the property. In the MDR zoning district, a six foot tall wall in the front setback along Druid Road requires a Flexible Development (CDB) approval. Clarify, wall situation. 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 Monday, October 10, 2005 (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, ~_ Jo n Schodtler Planner I Letter of /ncompleteness - FGS2005-09074 - 2485 DRUID RD Clearwater ~l,•ITY OF CLEA~ZWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM October 04, 2005 Gulf Coast Consulting 13630 58th Street North Suite 110 Clearwater, Fl 33760 RE: ~ PLT2005-00025 -- 2485 DRUID RD -- Letter of Completeness Dear Gulf Coast Consulting. The Planning Staff has entered your application into the Department's filing system and assigned the case number: PLT2005-00025. 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 November 03, 2005, 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. Please call Sherry Watkins, Administrative Analyst, at 727-562-4582 no earlier than 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 maybe 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, John Schodtler Planner I Letter of Completeness - PLT2005-00025 - 2485 DRUID RD ~' N0. OTHER FACSIMILE START TIME ~1 95246090 Oct. 04 03:59PM u Oct. 04 2005 04:00PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX N0. 727 562 4865 USAGE TIME MODE PAGES RESULT 00'54 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FDR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-73291. o=~.~~ RECEIVED TREETOPS II CLEARWATER, FLORIDA CONSTRUCTION PLANS LEGAL DESCRIPTION IECAE OESCRIPPON par Ofnclal Records Book 17761. Page 1091 A parch of land cituoled in tna Northeast 1// of the Southwest 1/4 of Me SouMeast 1/4 0/ $ectlon 18, TowmMp 29 South. Range 16 Eaet, PMdlvs Cwnty. Flwieo, comprleed of Moe< portlona of real properly des>ibed In deeds recorded In O.R. Book 124, page 235 and O.R. Book 8750, page 1614 of the Public fleairde of PMellm Cwnty, Florida, which n I,inq Swth of Drvld Road deavibed M deed recorded M O.R. Book 1281. Doge 245 of agitl Records, and North and Wsat of property of FEORiDA POWER DDRPDRA7IDN described In deed raorded In O.R. Book 1262, page 290 of sold Records; all of which balnq mare partiwlarly dasaibad m follows: From Ne venter of Section 1B, Township 29 South, Range 16 Evat, Pinellas Cwnly, Florida, rvn SwM69'41'16'EVSt along the North IMO of the swtneaot Waiter of said secnan dnd Nonq the aenteNMe m can to Bay Boulewxd, 834.1 teat fa a point; thence Swth07 p0'S2'Weet, 1362.46 feet. more or lea& to Ne Mtereecllon with the $wth IMe of DNId Raae (100-loot right of way) for Ne POINT OF BEGNNING of Ue property herein eeeoroee; thence Soath68~1'05'Eaet dung the Swth IMe of Dn,ld Road. 4oo.os feat, ma.e or le.a m o wnarete ma,Nment an the Wesl line of Droperty of Florldo Power Corporation deaalbed In deed reeordee M O.R. Book 1282, page 290; Mence South01 p1'26'West along Ne Wal Ilne a/ sob propcty f Flor10a Power Corpwatbn, 282.97 feet, m or lees, to a conbete monument; thence NsrtA6914b5'Weet along the NorN Ilne of sold property of Flarldo Powm Corporation, 400.0 last, m lea0. to vets ment; thence NorNmpO'S2'Eaet~ 262.97 fret, more or leas. lem the PGNT OF BEGNNINC. SW 1/4 OF THE SE 1/4 SECTION 18, TOWNSHIP 29 S, RANGE 16 E PINELLAS COUNTY, FLORIDA LOCATION MAP N IMwc y w - N st..y r ~. 5i_ '-. "~ '7, L Ba>, PI t _r r I ~ NTs (~, ^I LL ~ a µ I ' In k 4' ' I ! r tram _ ~ I l rt Az i4r I - _~ tt :a~ P~.W 7 „{ :d ;~ - - _, `114 F e r r _ I 1~ 7xnwJ ~_-: ~ z,ri try. -..- w a ~ W A R N I N G CONTRACTOR TO CALL -SUNSHINE STATE aJE CALL- I-tW0-A32-A»p 49 HOURS PRIOR TO AxY ttEAMNG OR CONSiRUCnON rOR E%ISTNG UTILITY LOCAxaVS SAMTER HOMES 580 TRINITY LANE N ST. PETERSBURG, FLORIDA 33716-1200 (~I B~~ Gulf Coast Consulting, Inc. land Development Consulting 13ft25 scot Bled Suite lAS Cleazwater, Florida 337(A Phone (727)520-1818 Pax: (727)324fiW0 aECEIVE~ DEC 03 2005 PLANNING DEPARTMENT CITY OF CLEARWATER DRAWING INDEX SHEET TITLE 1 COVER SHEET 2 NOTES AND SPECIFICATIONS PLAN 3 STORMWATER POLLUTION PREVENTION PLAN 4 CONSTRUCTION SURFACE WATER MANAGEMENT PLAN 5 EXISTING CONDITIONS & TREE DEMO PLAN 6 PRELIMINARY PLAT 7 HORIZONTAL CONTROL PLAN 8 PAVING, GRADING & DRAINAGE PLAN 9 WATER & SEWER PLAN 10 PAVING, GRADING & DRAINAGE DETAILS 11 PAVING, GRADING & DRAINAGE DETAILS 12 WATER & SEWER DETAILS 13 WATER & SEWER DETAILS 14 LIFT STATION DETAILS - Jl'1~S LATA OMal A R le/2u/Teiboo00/uoAxoo a te/1a/Ier1Mm0/wle/eMe mars A,mr. .~. .Pem7ua a oro Ira lvu~ rota IoT ArsA. vAWe Ac (nsap er'1 teeoe Ae (ne,m ~ team s Oro0 ownuxo uan RI~YUrr use o a vAewi R®wlw. u x (rm we xoxero) pommAR fi NM IQ,IOpn.LL ewvma larwr. x/A a+ rt w n pAp •u e ~ x/A s (aaep - ewawa lsk x/A uws c (na'n0 - w[wNx (er} x/A Txe c leap - awx ,Ies.e~ ~~e,:iw~ man Ork x/A n rc rr Iww> mart (M, x/A iSt ii e R paR mvnT (n x/A ]e,a ~ n (w1 mart (p x/A e rt na, PARpxa Ass vua a mmw Pros r uxrs is » ~Am a" ROa7 mw x AS erte'FA1rn N Na naa) NARNKI MTF YID, s a~awn PAln IaaraR maTml:eq rmc pArtn slnmafn x xw>. ma u ~ . exEaa ~ AAx. 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TREETOPS II STORMWATER POLLUTION PREVENTION PLAN SITE DESCRIPTION OESCMPnON OF' PURPOSE AND TTPES aF SqL DISIURBINC ACDNRES NIS PROJECT WTLL CON95T Oi ] BNIDINGS TOTALING 39 UNnS. 5dL DISNRBING ACRNOES WLL IN411DE gEARINO MD ORUBBINq INSTALIMG A STABNZED CONSIRIICnON ENTRMCE PFPoMEIEA MO OVER ER09g1 MD SFMMFNT C011NO1S THRW°MWT tNE 4TE: dtADMO; E%CAVAMIN FOR NE REIENnON POND, STORM SEWER, URUnES AND BUILDING FOUNOAnONS CONSTRUCTON OF WPB MO PAPotINC LOT; PREPMAnON FOR RNAL PUNi9N MD SEEi%tNG. SEWENIX: Di MAIOR EVIIN15: 1. M5TALL STAIO.D SRT FENCE AS INgtA1W ON THE CONS1RUCnOH PUNS. 2. gfAR MD d°VB iDR PONDS TO BE USW AS SEMMENTAnON BA9N5. 3. EXCAVATE POND Fqt SEDIMENT NM9 iq1 9n: RUNOFFS. 4. BEdN BUIWMC CONSNUCnON. S. CdI5111UCT gNOL90N SWAlES MOUND PEPoMETEIE OF 9TE N POND. AS NE6SSMY. 8. INSTALL STOPo,1 SEWER SYSTEM AND ITS 9LTADg1 PROTECnON, UTUn6 MD WT FALL SNUCNRE ]. E%CAVAIE 1HE RFMANDER D< NE PplDS INCU1dNC REMOVAL OF 9LT DEPOSITS B. $TABIMSE PARKING LOT. 9. CONSTRUCT CURB. BASE MD ASPHALT. 1Q CdAPIEIE FMAL 91E CRAMNa TL INSTALL PEPNMFRT UNDSCAPING DN 9TE REPAIR MY WASHW WT AREAS 12 NHEN CONS1RUClIDN ACONIY R CONwETE MD NE 91E Is STABNEED, REMOVE ER090N PROIECnON DENCES MO AND PUCE SOD AS NECESSARY. NAME OF RECONNC WATERS 91E DRAMACE WLL SHEET FLOW IN A SWTHUSTEALY gRECnON ACROSS A PROGRESS ENERGY 91BSTAngE 9TE ANO EVENNALLY INTO NE US 19 DRNNACE SY51FM. POLLUTION REDUCTION CONTROLS EROSION AND SEDIMENT CONTROLS STABILIZATION PRACnCES WINO FRD9pN STMRl2/,nON -THE CONTRACTOR SHALL DENVOE ONLY MEAS WHERE li IS EIHECiED TD BE GRADED q° ALTEIIW M11MN A TNO (2) MID( nNE FANAC ALL PWNWS AREAS fK NE 9TE MCLUDW IH LT°AOING THAT AAE gSNRBW OVPING CONSTRUCTION SHALL BE fMApFD MD PREPARED YAN A CFYBMAng1 6 SOD ANO/qi 9IDINC ANO MULCHMC. PAD AREAS WTiHIN NNRE UM15 WHERE EARTHWORK R CpAwtTW SMALL BE CONPIEnLY SEWW ANO NULCHW. MFRS NHdiE CgNSNUCnON OPERAnONSNILL BE CONRNUWS NgnVE WST SHALL 9E MMACW BY APPIYMG A WATER SPRAY TO SATURATE 711E SURFACE SgLS dl A GARY BA55 OR AS NEmW)) TO MAMTAM MINIMAL WST 1RMTDRT. NdnVE DUST SHALL BE MONIIORW CdinNUW9.Y MD ngNAL MEASURES MAY NEW TO BE TAKER N CONTRA OFF 91E NMSPdET OF' UNACCEPTABLE LEVELS K oust. =~; a - TaP Di sqL sTOgc w1E5 Arro gsTUaBW PaanaNS a THE 9TE WHERE caNSmucndF ACRNTY IEMPdtAMLY CEASES FOR AT LEAST H DAIS SHALL BE STABIUEW MN lEMP011MY CRASS AND MULCH NO LITER NM 14 DAYS FROM THE LAST CplSTRUGngi ACIINtt. GRAS9 SEED SHALL BE A YI%IVRE OF 1D PMTS 6 BFIDAUDA AND 80 PM75 Oi PFMSACOLA BMIA NE SEPARATE TYT'ES OF SEED USW SHALL BE THOROUGHLY DRY NIXW IMMWIAIFLY BEFORE SOWING 3TD WMICN HAS BECOYE NET MALL NOT RE USED. ME YULCN NAIEPoK USW SHALL NORMALLY BE IX°Y MULCH. DRY MULCH SMALL BE SHAW DR HAY COx95RN6 Oi OAT, RYE OR YMEAT STRAW, CR OF PMCWA PEMUT, COASTAL BERMUDA OR BAMA ORA55 HAY. ONLY UNDEIERORA7W MUld1 WNICN GM BE FEIDILY q1T MTO THE SdL SHALL BE U9D. AREAS 6111E 41E WMCH ME Tp BE PAVED W91 BE 7EMPgtAMLY STABIUEW BY MPLYMC STMIU]AAON AND BASE PENMMFNT STAqu]AnON - gSNRBW PCARONS 6 THE 9TE WHERE CONSNUCnON ACRNtt PERMAHFNTLY CEASES SHALL BE STABIUffD WITH SOD NO LITER NM T{ DAYS AFTER UST CONSIRI1CnON ACDNTY. STRUCTURAL PRACTICES ERD90N PROTECnON - WMNC NE CdN51RUCnON PHASES, APPROPRIATE PRACnCES INdUgNC, BUT NOT I1NIiW TO 9LT FENCE BMRffRS MAY BMES MD WAIFPoNC OR OINEN MEMWS NECESSARY WLL eE MPIEIIFNTW N CpIN4 NGInVE DU5i. - NE S10RM WATER NMACEMENT AREAS (REIFJN110FF ARCS) WILL SEflIE AS SWMFNT BA9N5 DURMG 111E CONSTPUCIIW PERIOD. AT THE CONNACTg2'S gSdEEnd1. n1E SEdMQIT BA9NS N1LL BE CONSTRVCiW 10 NE OESIgF CROSS-SECnON OR A WNMUN 6 ]-FEET BELOW EXISiMO gtOUND TO ALLdM NE SILT N BE Cg1EC1ED MD REMOVED PRIOR TO COMPLE110N OF ME CRAOIN0. STORM WATER MANAGEMENT STgN WATER DRANAQ: WILL BE PRONGED BY A WPB. STOR4 WATER MD CATCH BA9N SYSTEM iqi NE OEVELOPW AREAS NE MFRS NOT DEVEL6FD SHNL BE d1ADW 10 LESS NM RIE SLOPES MD HAVE PETMANENT SEEgNG OR PLANRNOS. WHEN CONSTRUCTON IS COMPIEIE NE 91E MiLL gENN ib STgiM WATER PONDS NAT WEPE UnU2W As 111E IETAP0IURY SWMENT BA9N5 DARING THE CONSIRUGnDN PROCESS MY ACWMUUTED SEINMEIIT SHALL BE REMOVID TRW n1E SEDIMENT BA9NS IT IS NE RETON98Ntt 6 NE D6NNACTOR TO CCMSIAUCT ALL RETENnON/DETETNnON MFRS IN ACCORDMCE WIN 1ME APPROVW CONSIRUC110FN PUVIS. SPECIFIED OTHER CONTROLS WASTE DISPOSAL WASTE MATWIAS -ALL WASTE MAIEMAL SHALL BE C41EC1ED MD CONTAMW IN A CONiRgIED AREA PlM9JMT TO STALE AND LOCAL SgJD WASTE REWUnONS ALL NASN AMD CON4111UCnp1 DEBRIS GENWAIED FRgJ CONSONCnON 5 TO BE REMOVED F1iDL1 NE 9TE MD gTOSW 6 APPROPPoATELY. NO CONSTRUCnON MAIEPoAtS SHAH BE BUMW pi 9TE ALL PERSONNEL SHALL BE IN5IRUCTW REGARDING 1HE CgtRECT PR04DURE FOR WASTE dSPOSAL NOnCES STARNG THESE PRACOCES SMALL BE POS1W M THE W 9TE OFTICE NNLFA MD THE CONSTRUCTION MMAGER PETON9BIE FOR NE DAY M DAY $T1E OPERATIONS SHALL 0E RESPONSIBLE iOFt SEEING NAT THESE PROCEDURES AAE FdLOWW. - - ff FACWNTERED. ALL WASTE MATERALS SHALL BE d5PO5FD 6 IN 111E MANNER SPECKLED BY STATE ANp/LOCAL REGUUnONS NE CONNACTgi 91AL BE RESPON9BLE FOR SEEING MAT NESS PRACnCES ME FOLLOWW. ~~~A~TF-- ALL 9MITMY WASTE SHPL. BE Cg1EGlED FROIA PDRTABLE UNITB BY A 4CENSFD SMIITMY WASTE MMAGFMENT CONNACTOR AS REQUIRED BY STALE AND LOCK CODES ANp REGUTAnONS OFF SITE VEHICLE TRACKING sTMttRFD COFISTWCnOH EHNMCES SMALL BE PROVmW lb HELP REDUCE pP 91E VENICYE NACpNG 6 SEDMENTS. NE PAVED SiRFE15 SHALL 8E dEANW AS NEEDED TO REMOVE MY E%CE55 MUD, qRT OR ROCK 1RACKW FROM n1E 9TE WNP TRUCKS HAULING MATEPoAL FROM NE 9TE SHALL BE CO`hRW WIN A TARPMIUN AT All nMES TIMING OF CONTROL MEASURES As MDICAIW IN NE SEWEN4 OF MAJOR ACnNnES STPJ0.D 9LT FENCE, STABIU7ED CONSIRUCngI ENNMCES MD 5£gIJENi BA9N5 SHAlI BE CONSTRUCTW PMOIE TO CIEMMG OR giApNC OF ANY O1HER POPnONS DF NE 9TE AREAS WHERE CONSTRUCnd! ACRNTY TENPORMILY CEASES FOR MORE MAN Z1 DAIS SHALL BE STABIDIID W(M A TEMPgtMY gEAS$ AND MUL01 WHIN 14 DAK OF THE UST gSNRBMCE ONCE CONSTRUCnON ACONTY CEASES PERMANENTLY MAT AREA SHALL BE sTA&UtED WIN PERMANENT 500. AFTER NE ENnRE 9TE IS SrAB1M2E0, ME ACCUMVUTW SWMENT 91A11 BE REMOVID FRdI n+E TRAPS MD NE STMW 9LT iEN45 SHALL BE REMOED. CERRFlCARON OF COMPLIANCE WITH FEDERAL. STATE AND LOCAL REGULATIONS THE S10FM WAlp2 P4LIMIN PREVFAnON wAN PEFIECR NE tltt Oi (XEMWATFA MD I/H SWNWEST FLORIDA WA1FA MMA4T:METNT gSTRICi SMFMI.N) REOUIREMEIIIS FOR STORK WA1W MMAIZMENT MD ERp90N AND SEMNENT CONTROL AS ESTABUSHW BY THE d CF dEMWA1ER FR09gN 8 9LTAnON CdilR4 POLICY MO THE FLORIDA ADMMISiRARVE CODE GRAPIER A00 -4 MD 40D-A0. 70 ENSURE COMPIIMCE iM5 wAN WAB PREPMW IN ACCORDANCE NiN SN}YMO'S ~BA95 OF RENEW fdt SURFACE WATER MMAI.TMERi PERMIT APPIJCAnONS WITHIN NE SOUTHWEST iLORIDA WATER MMACEMEM gS1PoCY. MAINTENANCE INSPECTION PROCEDURES EROSION ANO SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES THESE ME THE INSPECnON MD MAINTENANCE PRACRLES THAT 91ALL BE USW N NAINTNN ER090N MD SEDIMENT CON1ROl 1. IE$$ NM ONE HALF OF ME SRE SHNL BE DENUDED AT ONE 1ME 2. NL CONiR0. MEASURES SMALL RE INTECTW AT LEAST ONCE EACH NERt ANO FOLLDMNC MY STgiN EKNT Of a5-MCMES OR OPEAIER BY A CONTRACTOR'S FEPREANTAIP~E 3. ALL MEASURES 9MLL BE MNNTAMW M WW MORKINC ORDLR IF A REPAR d NECESSARY, IT SHALL BE INInATW N11NM 24 HWRS 6 RfPgrT. A BUILT W SEgMENT SHALL BE REMOVID FpdA SAT FENCE WHEN IT MAS REAd1W ONE-THIRD NE MEItMT OF NE 9LT A SdT FENCE SHALL BE MTECTEO FEW WILY TOR DEPN OF SEMMENT MD 1EM5 TO SEE IF THE iABMC IS SEWR4Y ATTACHW 70 NE FQICE POSTS MO N SEE THAT NE FENCE POSTS ARE FlPoALY M THE l9tgMD. 6. 1HE SEDIMENT BA9NS 91N1 BE MSPECiED. DEpN OF SETNNENT MD BUBD UP OF SEDIMENT SHALL BE REMOVED MIEI IT REACHES IOK OF NE OETRCII CMAdtt Op AT THE END dF THE JOB. T. TEMPdEMY MD PERMANENT CRA59NC AND MULCHING MD SODgNC SHALL BE INSPECTED FOR BARE SPOTS. WASHWTS AND HEALNY GROWM. & A MAMIENAN4 M9+ECNM REPORT 91ALL BE MADE AFTER EACH INTECnON BY NE WHNACTIXt AND SHALL RE KEPT IN M ACOVE LOG REAgLY AVAIUBLE AT THE JOB 9TE B. pNFA THE 91E 9WEPoNTENOENT OP NIS DE9lMEE5 SHALL BE RESPINN98LE FOR INSPECnONS MNNIFNANCE REPAR ACRNOES MD CpJwEnNC 111E INTECnCN AND MNNIENMCE REPORT. 10. pFABONNEL SElEC1W FOR MSPECnON MD MAMTFNMCE RESPONSIBMiFS SHALL RECEIVE iRNNMG FROM THE 9TE SUPEMNTENDENT. THEY SHALL RE NANW IN ALL NE MSPECnON MO MNNTENMCE PRACRCES NECESSARY iqt NEEPMO T11E ER090N AND SEDIMENT CONTROLS USW ON 9TE IN 6000 NgOOHG OWFA. NON-STORM WATER DISCHARGE IT IS EISECTW THAT NE igLOMNG NON-Sid1M WATER DISgIMGES Nnl OCWR FROM NE SITE WRING NE wFFSBNCnpn PEROD: F. WAIEIt FRgA WATER LINE FLDSNIN0. 2 PAVEMENT WASH WATERS (WHEI°E NO 9TILL5 OR LEAKS OF N%IC OR MAW°OWS MAIEMALS NAK OCCURAW). 1 UNCONTAMINAIEO diONNDWATEq (FR011 pEWAIFAING E%CAVAnON). ALL NqN-STDibI WATER DISCHARGES SHALL BE gRECTFD TON SEDIMENT BA9N PPoOR TO UIStlIMCE NON-STORM WATER DISCHARGE IT IS EXPECIW THAT THE FOLLOWING NON-S10AM WATER pSCHMCES 91ALL NOT OCWR FROM NE SIZE WRMC NE CONSNUCOd/ PERIOD. CONgiE1E FFAnUDTS DEIERGENiS PETRgELM BASID PROWCTS PLANTS (ENAMEL AND LAIE%) AND NESS METAL SNDS dEANMC 54VENTS d.i155 NDOO TM NASgNRY BLOO( SAND fl00iING 911NgIS STONE SPILL PREVENTION MATERIAL MANAGEMENT PRACTICES NE FDM.OWING ARE NE NAIFAIAI NMACEMQIT PRACnCFS MAT SHALL BE USED TD REDIKE THE RISK 6 SP015 OR DIRER ACdDBFTA E%PO91RE 6 MATERIALS MD SUBSTMCES TO STORM WATER RUNOFF. GpOD HWSIXEFPIND NE FOLLOWING 0000 NWSEKEEPING PRACnCES SHALL BE Fg1AWW ON 91E OUMNO NE CONSiPUC110N PROJECT. M EFTORT SHALL BE MADE TO STORE ONLY ENW°RI PRODUM REQIMED TO COMPLETE ME PROJECT. ALL MAtERL1LR STORED ON 9TE 91ALL BE SIORW M A NEAT ORDERLY MANNER IN NDR APPR6RIAlE CONTAMERS MO IF POS5IB~E, UNDER A ROOF OR O1NE11 CONTNNW EN405URE PROW CIS 91NL BE KEPT IN HEIR OI9gNAL MANUFACTURERS LABEIID CONTAWERS. SUBSTMCES SHALL NOT BE MII)IED WN OHE MOTHER UNLESS RECONMENDW BY 1ME MAN6ACNRER. NNENEVER POSSIBLE, ALL 6 NE PRODUCT 91ALL BE USED BEFORE g9'OSINO 6 NE CONTNNEP. MMUFACMEERS RECOMNENOAnONS Fqi FROPER USE MD g5PO5AL 91ALL BE FOLLOWED. NE 9TE SUPFAINiENDENT SHALL INSPECT DNLY ib WSURE PROPFJi USE MD g5PO31L 6 MAIETUNS ON 91E H JAP~MI13 PRODLL'LI:• THESE PRACnfES ARE USW TO RWUCE THE RISKS ASSOgATW WIN HAIAPDOU.S MAIERINS PRGOVCTS SHALL BE I(EPT IN ORIdNAL CONTNNFAS UNLESS NEY APE NOT RESEAIAeLE ORIgNAI LABELS AND MAIEMAL SAFEIV DATA SHALL BE RETNNW; n1EY CIXITAM IMPORTMT PROd1CT INFORMAnON. IF SURPU/S PROWCT MUST RE DISPOSED 6, MMUFACNRERS OR LOCAL MD STALE RECWNFNOW NENOOS 6 PROPER OITOSN. SHALL 8E FdLOWW. PEMDLRIM PROWCTS' ALL dN 511E V£HICLLS SHALL BE MWITORED i0R LEANS AND RECEIVE REWUA PREVINTAOVE NANTENMCE TO REOU4 NE CHANCE 6 LEMAIIE. PE1RgEUM PROW CTS SHNL 6 STORW IN ndillY SEALED CDNTNNERS WHICH TAE gEMLY UBELW. ANV ASPHALT SVBSTMCES USED ON 9TE SHNl BE APPLIED ACCORgN4Y 70 NE MMUFACNRERS TEECOMMENDAngIS FFAlRI1FAi FiFnU3FR5 USED SHALL BE APwJW ONLY M NE LIMIMUM AMdINT ItECOMMENffD BY THE MANUFACNRER MCE APPUW, FEROUIDt SHALL BE WdtlO:l)D INN NE SqL TO OMIT E#'OSURE TO STOPo,I WATER. STORAGE SHALL BE M A COVEAW 91W. NE CONTENTS OF MY PMTWLY USED BAGS 6 FFRnUIIR MALL BE NMSFFARW TO A SEAIABE PUSnC 9H TO AVOID SRLLS BARBS ALL CgYTANERS SHILL BE nCNTLY SENFD MD STORW NHEN M01 REWIRW FOR USE FJ(655 PLANT SHALL NOT BE DISg1ARdD TO 111E S1giM SEWER SYSIEN BUT SMALL BE PROPERLY gSPOSW 6 ACCORDING TO MMUFACNRERS MsTRUCnows oR srAnE AND LocAL REWUnwS cg1rnFT>- TRDgc~: COHiRACTq° SHALL DE9GNATE M AREA FOR gSCHMOE 6 SURPLUS CONCPEIE OR DRUM WASH WATER AND SHALL INSTALL A CONTAMMENT BERM ARWND NIS AREA TO PREVENT RUNOFF TO NE RLIJNNDER 6 NE 91E. HARD DEBRIS SHALL BE gSD05W 6 BY CONTRACTOR UPON CDMPLEIIgI 6 DIE PRQECi. SPILL CONTROL PRACTICES IN AGgngl i0 TIE GOOD MWSIXEEPoNG AND MAIEPoAL YMAGEMENT PRACTICE gSWSRD IN NE PRENWS SECnd1S OF NIS PLAN, 111E idLOWNC PRACnCES SMALL BE FOLLOWED FOR SPILL PREVENnON MD CLEANUP: MMUFAL'NRRts RECOMMFNDW MENDOS FOR TILL CLEAN UP SNNL BE CLLMIY POSTED MO 91E PERSONNEL SMALL BE MIRE AWME OF ME PROCTDVRES AND NE LOCAnON Di 1HE MFORMATION MD BEAN UP SUPPU6. MATERIALS MD EWIPMENT NECESSMY iqi TRL CLEW UP SHALL BE KEPT M NE MAIEAIAL STORAGE AREA ON 91E EQUIPMENT AND MATEPoAlS SHALL MCLUDE, BUT NOT BE DMIIED lb. BROOMS, DUST PANS. MOPS, RA05, GLOVES. GOGGLES, gTtt UTTER. SMD. SANOVST AND PLASnC AND METAL TRASH CdITAINFAS ALL TILLS SHALL BE CIEANW UP MMWIATLLY AFIEn DISCOVWY. NE SwLL SHALL BE KEPT WEIl VENnUTW MD PERSONNEL SHALL WEM APPROPRIATE PROTECnVE CLOTHING ill PREWIT INJURY iROM CONTACT N1N NAZARDWS SUBSTANCE SPILLS OF TO%IC OR HASARDWS MAIEwAL SHALL 0E REPORTED TO NE APPROPRIATE STATE OR LOCAL COVFANMFNT AGENCY. PEOARDIESS 6 ME 9TE NE TILL PRENMnON PLM SHALL BE ADJUSIEO N IN4VDE MEASURES lb PREVENT NIS TYPE Oi 9YLL FROM REOCQINPoNG ANO NE CIEAII UP PROCEDURES FOR NSURE USE. A OESdtIPnON OF THE SwIL, RS CAUSE AND 1NE PAEAN UP MEASURES SHALL MSO BE INCLIOW. THE 91E SUPERINTEHOENT RETg19BlE FOR THE DAY 1G DAY 9TE OPERATONS SHALL OE NE SwLL PREVLHnON MD CLEAN UP CDORpINA1gL NE OR SHE SNNJ. DE9/MA1E ONEP 91E PERSONN4 NHO WLL RECEIVE SwLL PREYEN110N AND C1EM UP NAMING. THESE INgNWALS SHALL EACH BECpAE RESPON9BLE FOR A PARnWLM PHASE W PREYENnON Mp BEAN UP. NE NAMES Cf NE RESPONSIBLE SRLL PFASd1HEL 91ALL BE POSTED W ME MAIFAUL STgiAGE AREA OR IN NE OFT14 NA9EA ON 9TE ff MPUCABIE. NOTICE OF TERMINATION A NOn4 aF iERMINAnON SHALL BE $UBIJITiW TO ME EPA AFTFA NE CCM3111UCnON NAS BEEN CDIAPIEIFD MD NE 91E HAS UNDERWHE RNAL STABIUZAMIN. POLLUTION PREVENTION PLAN CERTIFICATION TO NE BEST OF MY kNONIFDOE, I CEPnEY UNDFA PENALTY aF LAW THAT ntl5 OOWMENT MD ALL ATTACMJFNTS HERE FREPARW UNOW MY OIRECng1 W SUPWN90N IN ACCORDANCE YBN A SY51EM DE9NXNW TD ASSURE NAi WALffIED PERSONNEL PROPERLY GATHER MD EVAWAIE NE MFOPNAnON SUBMITTED. BASW ON 4Y MgARY a THE PERSON OR PERSONS MMAdNC THE SYSTEM. OR THOSE PERSONS gRECTLY RETON98lE fdi GATHERING, N[ INFCRMAnON 918MITTED IS TO THE BEST W MY KNgWFDGE MD BETIEF. TRUE ACWRATE MD CWPLEIE I AM AWME NAT THERE ARE 9CNIFlCMT PENALnES fi%t SUBMITRN6 FALSE MiORMAnON. M4UDIN0 NE POSSIBILITY OF FlNES MD IMPRISONMENT iqE NNONINC NOUnONS. ONNEN: NAME nnE 4PNANRE DATE CONTRACTOR'S CERTIFICATION 14RTIFY VNOER PENAItt OF LAW THAT I UNDERSTMD 111E TERMS AND CONgl10N5 OF THE fENERAI NAnONAI POLLUTMT g5CHM0E EIJIJINAnGN SYSTEM (NPGES) PERMIT NAT AUNORIZE9 NE STORM WATER OISCMARCES ASSOdATW WIN CONSNUCndN ACRNtt iRdA 1HE 91E IDENni1FD AS PART OF THIS CERRFlCAlION. SICNANRE COMPANY NAME AND ADDRESS RESPONSIBLE FOR COMPMM 9QFANRE NAME ~~~ GENERAL CONTRACTOR DATE PHDNF CdAPMY' 9d1ANPE ADDRESS iEMPORMY MD PEPMMENT NAMF• STABIUZAnON DAIS PHONE 9WANRE CDMPMY ADORE55• STABIU]W CONSiRUCnON ENTIEMCE NAME EARN gKES. SEDIMENT BA9N DATE PHONE ORIGINAL RECENED DEC 03 2005 PLANNING DEPARTMENT CITY OF CLEARWATER ®'° -- Gulf Coast Consulting, Inc. '-' " "` """ ~° "`~" >« SAMTER HOMES TREETOPS II "'°'°"~"""'~"°"` a.. HK L"da~"^rx I~ K^~'"'"'°m° 580 Trinity LBnC N ~' c °"°'~ ,' ,~ St. Petersburg,FlDTidB 337]6-1200 STORMWATERPOLLUT[ON PREVENTION PLAN °"'°'® ^~ "` F., i nT;.m,°° ° Phone: (727) 973-1338 ,,,,p,~,~•„•w,m .. ., ....... .. Q; m ,. ` ~7.r ~ C~t • I ~ ~w ~ -~-`-l ~ ~ 0 0 ~ :i~' p.mum m[mr ea..esmen ro ~ Posrs t caNO eonon w~~'w~ m. we IerenAe, TYPICAL POND SECTION REQUIRED DISTANCES FROM TREE TRUNK .,. a.~l v,~,~~,~,~ J A A 0 0 - - 0 0 ~--~- p o ~ J \ ~z ^ ~ ~- , ~ ATTACHING TWO SILT rENCES rn[ \ ii am +•u[ r dx rom m [ xort ~ nv~ ~°~ i I I ttPE A BARRIER ~' .. ~ ~ ^ PLA E-~ an e.r. m,. ~ ~ of ^Y uwwri ~Jl^ ~r[da '[~~' _ ~ ~/ ~ • [.aec r"~ww + ~+^ ~ _ r."e.rx¢T~EYGt«..«.~«~..««....« r~ ~ SPECIAL NOTES: ~^~ ~~« ~`u'~~~un .w. TEMPORARY GRAVEL CTR ~ TION NTRAN '~ od •~ ~~ TYPI .A W>i~F S PONS PON M0W1 ,. a,n «..,[~ [deaa.N~ SdN. e[ da.w[d..~~[,. 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"" «~ ~.. ^ ~.~ [[e,ar,[r, a ~+ ,, ~ e ~:.. moh~,a[ '~) csE[~a,R[n ! . . . / S ~~~yQ ~ ~-~~J ~ ~ ..r ~ . ~\ISl ``~_ _I{ ? ' ..~.. ... la 1. . ~, } pp S~ ~t ) ~ ~ cm o~nc v i m;.. it t ~ ~_,-~ ~'n ~"l ~-~~ 'l. ~_ ~~I. k ~;~ ~ ~ ~.~ ')~- +Y ~ "~ ` ~ ~ r M I F ~! ~ `w~pl -~ ~ ® gE aas," 9! l w . ~' ' ~ ~ ~„I~p'- ~~:k'~ 1 ~ i a d~ ave. ~ ~ e e edw n„w,. ~ " ~ , ~ ~ ~ Ir I ~_ i H~ Ial , I I- La-I ~ '~ z4 °" ~ ~ } ` m~ ~. :a xE [;~ ~ , I ~ ~ ~ ~ y7 : ~~ ® i ~_:~, y~ ~ 1 r , ~ zs I i I xa ~ ; ~ ~C'`~ rb._. •y>~jM.;~_ yl ?~..:: - - ~- T .d r,~! f ,a.~ . m w ~~ ,". .M[r.a,,,r m , a E :e y ~ f `~ ~ •'P' ~f Ir, s<... CRO55 SECTION © wr swam. ,. [,[ n ry:.n:u~. w ui'~ ~ ~I I ~--n-~" "1dIlU°. A'°"°:.°m~ ~. re suppnv - dw.a.. di .wwv wpa.wimr,'rwi• «e aym~. ewes<• o^ar m mM a exw«rnv wrmun. ~w nn ~u uimdFn"we+'wmrsb imam[ «dawe ' p Nrn ..o r > Mu mn .m.t .dqn m +d ra• v a a dwro~,.rw wur .. mr m e.o.rr~~r a .w.Ar~ m ~ e[wd ni - I. m e. aem n.e •ana ommmo-q irn u~m evx m•• w ro e tzoo a.... ni [o e. poa.e n nru ~.o~ w aee.e iz SODDING 8 SEEDING APPLII ATION _ ~.°~°. nom,. =DrI,N ;".,~oa PLAN NEW ~ _ ; ~ _ ~ veep.. a .a+wa m e,w. ocvam m cmw.. ~ a.• a. nerve o nw •wware wdm w v. a mto d ynpAl-of-•oy b not iwM[~ ~~ w e wnr. • w ran B .u.r menww 1~e emncee...n r.wrr n wrweunmr wdm .Mm uae rita~iur•'~dw/a p.nne rsvealm. «' n[d w ro[we w ~7~ y~~ ~ 8 r y, 1 a..rim; rderr. w monr.n «<em a.e/> .w.nw.a.~ canwr. «~"'~'~"« ..l I l oixrw Qe [nmino lon ~ mmxv ~.. n - Ma..wwwrl ~, ~ ~ Y ~ ; i i ~ ~ mw.pu a• p . a.... r..w .. . •. °~ c ttc ui l lc w ~>)Ltl[' ~ P }-.ICr:~llsa.RlPl rtA+: ° " "m ""° a TM ` u oec onxu ng, nc. L d ~l~ SAMTERHOMES TREETOPS II °" " .. [~ ~'~d PZ + ~~r- p^ 580 Trinity bane N w " S P b Fl rid 337th t200 CONSTRUCTION SURFACE WATER L eters urg, o a - awso dm oso coNNrNrs •,, 14 ~r m PhoDe: (727) 573-1338 MANAGEMENT'PLAN RECENED DEC 03 2005 PLANNING DEPARTMENT /'~IT~/AP A~~•wuurw~d~ x P Iii ~~ ' t_P._aN-,%~~,,,._.,,~-,,.~_°.._Mry._~~-n.~_~,~.__,,,.-°..._N„^„N__„~__Q„_-u,„ -~,,._-n,x-,.w_._„P,.~,,..,__,,,^ -„,.._,,,a-_,,.u-_,=~.t;-a,.--..,.---•,.-.~._ ~.~';%~---,.,.__~,,.~ ., --------------------- i A a ~~EX,SRNG UB41v POLE _..___.__._.______._.._..-.____._.____....__-.__.__-_...._.._... __...._.____.____.__.__-__ -_. _.____ ~__ w _.q..-Mmw ___ ^ __~_ w _-._ n ---~ TCGRgNATE°C,nM OTRItt / `0~L ~X ~ '1 ~~1 ~"='"~~rzB x .° RUID 'ROAD ~ 34.0' YADE ASPNAIT x " ~ ,9dY'r 1 y 1 __ A ,,,~; PAVEMENT ~ f * ,s 'V.? n b f%^~ f~'. ^~ 100 R/W (D) ^sN ^SA r- ,~ K!.aak'--4.e_Iptlt" a1~ 3n_ -~ #_ .z ,.s - .. ,. ~ 7 `^ > ]A> *J~ __V m .~ os... _ .___~a3.~1 y!?F Z. 2. ~z ~ ~O.IkR$M. Ob}~ >. 9 ~ ..Sa ^ ° ° STAKED SILT ^. ~L1) ` ~: koa.34 OA` _pHL ~ ~ _ SCREEN (T1P) ~ ^^C~ J-~^~u--^j i .~ - - - =v -!~. _ . . ~°'. ~s'"'1°... __ ..589'18 5 ~ E s )A' a' i s~ ;~°~®e ~e .y onL ) ~"1 G~- Ohl R.. "5~~t I') ~ ~ °°°iii~~4/ ~_ _"- -): ~ ~/Y.S'3 `I A~r~~. T ~\ °~ /~~/ /1~: X~6 (OPEC SAVED ~ Y~ a~s ~ ~~~' / x 5 Y/A 5" ~'.,5.5' 11 ` a 4 '. 5. . AB~II X ~%]. ~a.5.5.5` 9,0`~ GA ~ 10 F.f~ ~ ' ° ~ 'I 5' x^+ ~ ~~ ~.°P B'C.~A E%ISIING TREE ~~~ ~(p(~ rc 5 S" )- (%;NG TREE y/50A P"% ~l.T x \/ i0 BE SANEU ~ J-~l °, \0 rR~ ^01 I ' ~h. IOp, T" TO BE SAVED I I „' b~'ll /JtT; c'p 5 ~-\ I I / II ~ TO BEGSAUEEO~/ 5.10" ~eY~ `_,R~ (M) ~4 b Ve I 5...~a ~ x ~{ n71~{C1J.~~~.y-~/~ ~fr}r' ]-\,/a ~]- (M') ~C$ 0~(OPJUp)5~ J-110 IS"(~,\0. STAKCD SILT (cNMI /-V) ^/~JJ T SCREEN (T1P) 0' 1tl TV W G ND X E%ISTNG HARD CLCVARp1 ~ ExISRNC SOFT ELEVAtION E%ISIwC 1REE TO BE REMOVED ~~ F.%ISTNG TREE TO BE SAVED _ J a II ~1- ~13 ~ , UA /~.y 9'°A ti'OA~¢jK ~"[~Y a0!4. ~ `_, - /' 0 (SEE DETA,L) N ~ ~I `STAKED SILT `/~' 4" ~r ` roA , _~.a N II SCREEN (TTP) '. °" °A`r,,.' I I C' I) , oA'~ 5 ° ~ ~° i-~ ~„ 5 ~`~ " ~ c s L, N ~I ~° `J ~a;K ~S ~,0'~ // It.4' ~~. ~. ~'T ~~ ~(I~ OnD OOdN (n ~ O I X 4 •15.5" E%ISBNG TREE- A ~~' `~I ~i .9C~ `"I~ ~ a~ ^. , ] _.„} S" a ' II S.T~ o t0 BE SAVED rt r ~t0' T~pf:' O ~ L Cl .,.a. 'C~~ c'~c.c ~~~.SI.'o- ...: Y^~ - ,,.,o~{°' .,.~i° l~,x. hV 1 J n _. ~ _ /~ ~ L ~ i0 B[ SAVED ~, ~T (~5- 3 ~,5 ~,,. I~y,1~0" Y n I , E%IwIiHG 1REE - _ ~S 1 ~ ^],~ v ~~ .~ ~ ~5 )~3.Y /-f ,e' ~ Ya0 E%ISTNG TREE id' ~ ,v. x YY~ a ,- i0 BE SAVED , ~~ Q ~ 2~ S- >.5' ' ~ TYP ~y 5 U 1~ ~ ~„~~ Pl.]-~ //` ~R.R' 1 ,a Y~SC{I 1~ (~p4,, ~•'_ `~„' ~I~I I ~D, Ol Y Ir ~ Y ~ _ °- ~a, '"'°~ F. 5i' - o.R- .q.i' X A.T'~,e'. ~i.+' , ,> /~i, ~ P :I _ ~- y„ ~ a ~ o ~ YX y'~" ~ , ~~9` r ~ ORIGINAL X Z I '- ~,- a ~ ~, .,y % ;F ~~y ~°- ,]-~'°'E,A ~°- , , ~.' ,s, ,. ' r °-~ ' R-L~ RECEIVED li 1.~ ~,, ~ 5 1 c^i~ %a~ ~I, =5~_ ~-;4-~~5 ry~ DEC 031005 ~~~~~a „v~~r r _~ ~- ~:I ~,R' ,~ ~' Z DA- ,.., ..,°- ;. ~~4 ~t°~ ~,.- s ;'.,' ,K. ~~ ~ -~ ~ ~~ ~ c~~ ! PLANNING DEP ° . I i%~ ~ ~ ~~ ~ ~ i -~~~. _~ ~~ _ ~,Y ~;~ _',,~ DA - - , - ~ -Y _ - 4;/- „~` a - )~.-DA ARTMEN oA.. nA.. ° -. UA r~s'V .-... R,N El • a24Y Q5 AJ? ~ ~-- ~ W~ ~N ~~~ ~ ~ ~ ~ ~ ~ ~ - CITY OF CLE 4-ucP - - / s.,T- ~ ~n ~` ~y FLORIDA ~ % 39980' (C) 5~<..,r . ~-T a<- - 5- ti,_ : ~R 5 GA ,. ~, ,~ ARWATER R ,".: ia~e': 4'VLP 'u, •. -' w„ PowFlr ay'~ N89'13'29"'MA(C) :,R / J ~a-°. JOI.S'S, 16.0'W EXISTING TREE SpAKEp pLi ^ TO BE SAVED CORPORATION ^ SCRECrv (TTP) (tW) ORB 7262. PG 290 Gul('CDBSL CODSU~hBg, InC. I•k4J'AY.[DFDk: sHRET DL6CRIFlI(Yrv'. ~~ ~~ - - ,~~°~,oR~,LP~„~~ SAMTER HOMES TREETOPS II _ 5 A. s~.AN~~W'TM^~."m ^^-W-, 580 Trinity LaneN - "11pT" ;~M105 St. Petersburg, Florida 33716-1200 EXISTING CONll[TIONS REWSFD Pu oac couuo,rs ~4PC inDMl~~x'" &TREEDEMO,PLAN L4 r..:`n+,mmw Phonr(727)573-1338 ___ - t F a 9 6 P~ ~~ DRUID RDAD 34 D PAVEMENTHALT EASEMENT @~PUBUD~URLIIY ENRSEMEN~ loo' R/w (o> ------Ta,~e.m---' ... .... - ~~. ---- ------......-- -- ---- -----'-----' 6 -----~--- -------_--- wt-_-____--_-~~ I r---- ____-- (RRIVATE INCRESS/EGRESS @ DRAIrvACE - EA6EUFNi @ Pu9UC UTILITY EASEMENT) _ ... - - - - 589'1 B'S5"E (C)... _ ... _ ... _ ... _ ... _ ... _ ... ... 399.87' C _ T . _ ... _ TRACT "B" ~_......._......._..., -~ I _ moo,_..__.....,._: ~.~:.:_._ .::..:..::::.:'... ~ TRACT 'B' so.o' So.o' so.o' TRACT "C" 17 1,250 Y / I ~ I ,.250 SF 1 r) 7 1,250 Y o ,.25D 5f 1 Y' i - 50.0' SO. o' L ~ ~ o ~ w.o so.o' T a i, ~U 1 8 BB3 SF U a 983 SF 98} SF U 983 ET 2 13 ~ g so,o' ~ IE so.o~ ~ ~ ~ F i a m _J 50.0' a _ 50.0' d - - = 19 98} SF ~ ~ 9B} s< 14 ~ _ g 9B3 5F ~ - 9B} 9F 3 50.0' 50.0' ____ 50.0' I > I e w.o' ~ I 20 983 SF ~ 24' 9e3 SF 15 2"~ - ~ 10 963 5` m& BB] SF 4 50.0' _ I >, 50.0' 50.0' C v - _ 50.0' ~ ~ IV O 21 983 SF ~ 1,250 SF 16 11 1'250 ~ - V o ~ 50.0' ~ 98} 9F 5 ~' ~ 50.0' 50.0' SDO I 10 0'F-h w 1,250 SF 22 ~' ~ 1,250 9F 6 [) w ~ AA m K d p. r. •- r • 90 0' w s 2 8.ta0' ~ 5 8918'55' E - 12216' 2 N~ ~O _ O) i~ __ __ __.____. _ --'~ L-9.92 --TRACT "A"--_-_ __ _~.L~8.92' ._.-'.,--__ _ _ (PRIVATE INCRESS/EGRESS @ DflAINAGE ~ n - ~ N BS'}4'19" E ~- 111.18' EASEMENT @ WBUC UTILITY EASEMENT S BAY2'9' E ~ 110.>0'-~__"" 3 - O ~ N I TRAIN o ~ O U ' 19.68' 19.66' 19 66' 18.6e 25 0' ~ .. W 25.0 1.250 SF a 9B3 ~ 98J SF 98J Y - ~ ~ P 98} SF 1.250BF . ~ 25~ 26~ ~ o 27~ 28 ~, s z ~ 24 R 23 X I ,9.fie' zso' 25.0' 19.66' 19.66' )9.66' 25.0' 229° 930° ~ 31 ° 32 0 33~ 25.0' i 19 66 19 fib 19.66' 25.0' 7RACi "B" 25.0' 19.66' ~~ i s.6G' 19.66' 19.66' 25.0' 1.2s0 sf 9B3 SF ae3 ~ b ~ 983 SF 963 ST 34~ 35,E 1.2505E 36 ~ 37 ~ 38 ~ 39 IJJ 19.66 25.0' 19.66' 19.66' 19.66' ~ ~ 14.66' ' 25.0' 19.66' ,... _...._.. __........... ........._. ............. .......... _ ~.'~~_~ ~~--~ . IB.66 __-- ~~ 0 __ TRACT "B , M N OpaN ~ a_ d) U~ m CT L v a 3 iT N C M o v_, p X N W TOTAL AREA LOTS = 42,075 st (0.9(59 Ac) TRACT A s 17,874 sf (0.4103 Ac) TRACT 13 - 77,6(0 sf (0.864h Ac) TRACT C - I S (i82 sf (0.1600 Ac) TOTAL 113,291 sf (2.fi008 Ac) II RORIDA """""' 1.. • wnA rata. PowER N89'13'27"W (C) CORPORATION OR8 1262. PG 290 Gulf Coast Consulting, Inc. 9Ra: nR80 vnR 611vsTrnscRmnoN. ~ ~.P ~~ Lmd Uevdspman CSlwu9ing SAMTER HOMES TREETOPS II ~ c~a'r..w~,"w"" 580 Trinity LaneN .ra",,.n,".se., ... _- """°~ "''; , nna„e"",,,~ St. Petersburg, Florida 33716-7200 PRELIMINARY PLAT . as REMSID PER oRC cowMtkTS " 14 e:~ mo+=A Phone: (727) 573-1338 ORIGINAL RECENED DEC 03 2005 o• lo• zo' 40' SCAIE 1".20' LEGAL DESCRIPTION per OfOclal Records Book 11781. Page 7081 A parcel of land Nluotad In the Northeavl 7/4 of Me Soulhweal 1/4 of the Southeast 1/4 0l Section 18, TownMip 29 Soun1. Ronga 19 Eoet. Plnallas County, FlerMa, comprleed of shove portlone of real property described In deeds recorded in O.R. Boak 124. pogo 2JS and O.R. Book 8]50, page Ifi14 of Me Publk Records of Pindlaa County. Flarido, which lying South of Druid Road deecrlbed In deed rernrded In O.R. Book 1281, page 245 01 Id Raorda, nd Narth and Weal of properly of FLORIDA POKER CORPORAnON described In decd recorded In O.R. Book 1282, psg1o1290 of aald Rocartla: ail of which being moro partlwlorly tlescnbed From Ne canter of Section 18. Township 2g South. Range 16 Eaet. Pinallaa County, Florida, run SouthB9'!1'1B"Feet along the NorUl line of Me $outhevat Quarter o/ eakf Section and along the centenlne of Gulf to Boy Boulevortl. BJ4.1 feet to a Point: thence South0l'00'S2"West. 1382.48 feel, moro or leev, to the Inlereeetlon with [he SODU line of Oruld Road (700-loot right of woy) for Ne POINT OF BEGINNING of the property herein describetl; Ulence $ouNB9~4'OS"Foal along the $Wth INe of DNid Rood, 400.05 feel, more or Imv, to a conaela monument en the Weal IMe el Property of Florida Power Corporaton tlasalbetl In deed riled M O.R. Book 1262, page 280; thence Soulh01 V1'28"West along the Wmt line of ealtl property el Flarltlo Powor Corporation, 282.8] feel, ma or leas, to a concrete monument; thence North89'14'OS'Weat long the North Ilna of aald propartyo of Florida Powe~COrp~walbn, 400.0 legit, more a lees, to acts m t: Ihenee North01'00'S2"East. 282.8] lest, more or~lasa, to the POINT OF BEGINNING. NOTFS: I.)PINAL PLAT SNA1,1. N1: RFI:ORDED Wllll PRJEI.I.AS CU1INt'V PRIOR T'O TNR ISSUANCE DP A D1111AING PCNMIT. 1.) TOWNIfOM09'tD BR PL'E BIMPI_E. ).) ROADS ARD TU DR PRIVATD, 4.1 TRAEI' 810 nD WRHIN A I'RIVATfi DRAINA06 @ COMMON ARIA PA6[MGn' @ PUBLIC NTR.f1Y EASILMPNt. :7 r: tl t ~~ CQVUEIE 6wAlE DRUID 1\OL"~~ 34.0'PYAVDEMENTMALT .,aa: `=~ w~smein 100' R/W (D) c'---...,_-.z= _L HC RAMP T - NC RAMP `--- .....- - . ^ ---- ^-` ...i o~~ ~ 1,~-> 589'18 5 eN l0i LINE (TW)=~~ • I L I i II 1 ' I r 5' MIN. I I SEIOACN I . I Ir ~ ..I I C II C V ~ N o i l I I ~ I N ~ aDI` li Y I3.6` L I W ~o a I f ~z ~~~ Q ~~ ¢ >~' ' ~ i I I .. t U I 0 \v N ~ 5' ~~ ~ ,,°o ~ z I li x W ~n.e) I~ I 1 ]~°a >~ ( T ;. a c 5'~0 ~ G a W N ~OQ ~r N L U° o U !? ~ o o x N W ______ t~ _____ v _________________ ____ ___-.-__-- . ~ ~ 1~ 1c . ° °1 ., .. I ~~. .N~ q~ ' A T /-` .. /,.. 3` xv 4 ~ I ( ~/ -\ / ~_~ _ _ _ ~ a.5. ~ i y,~p~ 1 A _ i~ ®y ~ 5 ~ e 6 P (, ~.; 04 ~ -1-- =7 . WnE FLNCE~ I / ~ c o n I ~ .. Ja U ;.0 ._. ,~ 1 0~i ti <' 0 1!] 0 0 rA' Y O I l y l5i' / -~ /I )6'd AA r I `_~ ~_ 9 9 1 - ~ t.$"i FLORIDA -~ 399.$0 (C) soy ~,~ l - .o. - •'x,R ,oA oX~ ~ 4 "" I °"' I . . POWER N8993'39"tl1~C) CORPORATION ORB 1262, PG 290 0: oA ~_ ~ '~ ~..-., I ~~_ 9gEA.@gEAxnnwu roaaaosFn UILDING, ROADS, ETC: 1.4J5 AIXtES (62,522 $.f.) 5G.19R B 4Y SECT~aN ~[1 AIL I~QA()N/ I.) GARBAGE LIXJtC]ION WILL BE BY iNDINOUAL CANS. 2.) DARBAGE CANS `MLL BE $TDRED IN$IUE DARAGES. R ElEN11pJ PGN06'. 0.342 ACRES (14,902 6.F.) 13.158 ~ E , NTS 3) NiDO C~OfNTNE POOL ORIANTED INWARDLY TOWARD ME ^ ORI 'I V W T p TAL: 1.60 ACRES (t1J.290 S.F.) 1008 V RECENED ° Gulf 0006[ CDnsulfing, Inc. L.~m nr9rlopRNm Co~mA® R~°.D~..+~-°,.e~~ ...MAMA ,~~1~,R. SAMTER HOMES ~~ T ~ rRnr uescwnrr~TN, TREETOPS II. ~ ~ ~~ '] °° ""~;,,'L°T„d ,'';m`°' ~ St. a urg a 00 yj ~ HORIZONTAL CONTROL PLAN n I. °s RFW9FO rm one ca.,MENa .,,°M4515 v.:: in°as~.mm Phone: (727) 573-1338 14 iE SWALE srm eaA ~ - I - _ ~ C RAMC ~\ Nv < a lrm1,\ °~ .- i B• °o• 20' w' 9B' 5' 20' 19.6>' tB.6T 19.6]' 20' S' . __._ ~ ~,- - ,11 l•, ~~ - I'~ 20 19.6 196] 9G] 20 I ~ r-- --~ r-- --~ r-- '~ 8 lu6] us]'I In.6> I e]I I ,Z' I I I`: ~ In I I I' I { I I I 10 I +' Gw ~ ~~ O. S' CURD 5 UNIT I.OT LAYOUT $CPLE: I'~20' pLArlNING mEPAR~MENT qAX t~F ClEAR1NATER ~-.,~,_.~rv__e,rv-,.f.__.,,,---,.,.__e,._~rv-.,rv_~.._M,,._...,,_.,rv_,.~_x.a_<,~.__..rv-_n,rv__n.__~rv__n.rv_...rv._~.rv_P..__Krv__.,,~__erv__f.rv~'~.«--..,,_,.rv~.. rv=~urv_I,rv_.~,rv~ -----------~---------------------------------------- 8------- Ae~.~I~:.f:n,,,T WN.~ I -w~l. REMOVE E%ISIING TYPE FCURB /~< i "'°^Oxx ~~'14p"I qr AND INSTALL CONCRETE $WaLE RF)[OgE EfUSTNG TYPE F CURB (MAINTAIN E% FLOWLINE GRADE) % AND INSTALL CONCREIF $WAIE ,r-<,.e, rr.<,. _ (MAINTAIN E% fLONUNE GRADE) EI le, ongn IBY c,luM IC< y ____--___.______. _._- _-___-~.- ~_.p____ _._1__.-___.. Y.te ..p.ra R.<0. 3' HIGH COLUMNS W/J' _ . __ _ .. _ ._ _ _. ?~- w -~-~~~,a fir- W ~-'- ° ---"- • HIGH ALUMINUM iT:NCE --- Z _ (M-ALONG FRONTAGE) / IYPIGAL.CEOSS.SECPDN A_d TYPICA C m __ ~ ~. try 1 _lu`iim~`iw. xv~ '*~ I, x WMr ;r~ n~ DRUID j\ ~D ` AJ~' EN FpDT TYPE •F• ^ry xvt: nM1 ,, v.. .. c, 31 O, P}AAVEMENPHALT x' ~ fCiE oEa IXEReN 12 M9~ J HCN Cq.UMN W 3 ' ., ~ /y ^') ^^~+ ~ 100 R/W (D) e/R >k. .! y. Lii 4*w7i°'n _m ~ 'S e~..rr ue ~ 9 J ~ 1TTP ALp IC UfPONi~GE) ,C® ~ ~-J _ ~` ~~ ~ ~ ,-o ._ u« ~ ' ,ryAe,naa SeALCa 1'.1a _ ,52N _Ex c. S- o-5=_a~~- TOB ~i6.6C A ~ d AO )-~,' - uv.- ~ - ,J.s, - N~,_ qIL ~ 6)lS~W - NORT ONO - . . 3' HIGH COLUMNS W/31~ ^ END NOT TYPE F' ^h' h HA DWP RAMP ^ u ^h1 •_~~ R 0 6 - x'^"15 ~ ,x ~ ~ vn-5J HIGH ALUMINUM FENCE CURB k DECIN 12' ~ PER CITT 510 NWL ° A3.10 ~J L E G E N D (M-ALONG FORE ONTACE) DETAIL~i aDJCA~ReM HEADER CURp ~ \ ~ DHW W °{A600 ~~ ,rv1 on-t 6 on n oHL '- /pPEERTAL (TYP) +' 9 ".~. rv ~ T ~ ~ m^ . _~ PROPOSED STORM PIPE M1 ~ - ~-~, i ~ i :. i I ~ ~- M1 , , j,,,__ ` I ^ ~~, I '~ PROPOSED GRATE INLET \. I ~ ao ^,P _ ~L ~ --- _ 1,._.~~ PROPOSED FLARED END SECTION ~ I I i _ - r:.., I n - / r m PROPOSED MITERED END SECTION I ; - POND ~ '•`- - ~. _"~ - ~..: __ ( ~ ^ Ix'>" , PI ~. I _I ~ I r ~.' 116 ~ PROPOSED STORM STRUCTURE NO ' L I r ~•~' - I . I h, , Ihr I I( a -~ PROPOSED STREET LIGHT R I f I '~ }~ I r I ~ ~ I I '~ , ~1 ° ~ ~ ~'<°y~ FF. 18.00 PROPOSED FINISHED FLOOR ELEVATON B' HIGH CClUMNS w/B ( II a 0 I I I \~~_ I ~ ~ `''~ 4 ,~ I I\ ICH wALL/FENCE 1 e ~-- --J W I +A ~, W L-_ 1 @ I Q I S?g (TYP-ALONG $IDf57 1 ~- ~ }T / ~ _ '¢~ _ _ e Qa' EKSTING TREE TO REMAIN I ~ . - .. - e Z I... ':7 N Z - p ~ I PROPOSED STAKED SILT SCREEN ~ I y z i 9 , _ I I~ ~ I o ~ I ~ , ~ .~'C~,>'~ , i' 3 t C - . ~" I ie ~.. ~ I • B ~ ~ q I (.~ + , .y. f 1 I: F I D Y. r'-- -. I S A~ PROPOSED ELEVATION W/HP .. ^.. n ;. ~ $ I ~, / L__ ~ ~ __ ~ I F I H / ~ ~% PROPOSED ELEVATION 1 C .V^. I ~ - y - ' ~ 1 ~ <• - H q .- PROPOSED PAVEMENT GRADE F - x _ _ !J ~ m ~ `1^^~' ~ -- I I ~ "~ ~ +a _ - ~ ~.`1 I V o ~ ~ ~ - PROPOSED POND TOP OF BANK y'+k~ , M i i ..,. 1 .: ' Iry I 1 j / I k I ® )a i,~ ~ '1 ~ I '~ ~~ `-' ry C _.. .. ...... ... _ PROPOSED POND DOTTOM twv '~ I .. i ~ ~ -_Y ~-/- I ~ _ _ I ~~ ~ I `o a G a w _ _ _ _ - _ _ PROPOSED SETBACK I L_r' , (i -...,,.<. . y':.. .., Noe J I ~".y .: - ~`,.. I a0 0 o O,e In - ... _ ... - PROPERTY BOUNDARY ~ a m I ~ .y:~ _ - - .c a I xryLle CA. ~~~ ..,4.~„ -__ .__ I ~ N 4'ag'.+' ~ ~ ~= n y+e „_,- x°s~o ~i Ay. ~ ~ x 1,- - - ~ 'Y ~O STORM PIPS C7IART sea. x~r L'.=J N _ F I~_^ j Zj ~ ' nm. _.~ ~ w v d 51[RSlvutla~ Osau1911~. ', ~ m OS _ - - - -- -- ~ ~ ~___' /f2" .~ Ot ST In /`c5T-INe 2I LF - IS' R<P O0)IR N S, O _ ~ 51 r Si-3 65 IF - 5' R(s o u.31i _ s 2 sro Is{ Lr Ile' Rm a o:ei _ / ~ f1 ~ I ~ f I j i I Aa>. .,o ~. ~ ~ ~ C st 2A si-z 2, Lr - Is' Rrn o o,~{i ~ 1 ~~ I ~ , O //1 ST >A - G3 If - IS' RCP O O R{R _ 4 Irf ~+I + ~ I '- sl Si. IeB IF-IB'Rtl+eOYlx a) l s. 2 ~ ~ ~ { r ~ f - d I : ... I i I u 1 a y~ I 1 ~ ~L~ o T x sT : sT-s ss LF - a• Rrv a o:IR S] I ~" i I ~ `. 1 1 1.. `~ I .. V^- ~ I 1 I I ~ ) i `_" ®6 rn ~ W sT e s-T Ss v- f5' R~ a oni - ~r . • ' ~. I I I • /{' I Irr Y r _ 1 % sT r s,_e 3. LF - Is• RcP o o.ssi O \v ~ I ( ~ `), II I I ~{n. ~, i M; ~ I ~ ,..L i ~ I ~ Y '•• 51 B 51-0 2] lF - IS' RLP o O Y{F I ~•~ I 1 ~~~ x I ~ I I I „ ;i-10 ST I] 60IJ IB' ft~ O .]SY ~^ I I 1 II 'I I I I I i I r{ ;.W~\ I L.. I I . L- .-J FF. 17.71 -J n'+`L-. I L-~ ' v I I ~" ~I 'Vn ~ -' ` ~ I I -J _ ~ ~ R I I x I 6' HIGH COLUMNS w/B' T II s LF G) L-_ -_J L. FF°4B DD I I i ` --J L-- -~J L A NC~OE STOR 9RUCT CHART I 1I~ ~ _ I (i1P-ALO 5 pMVNN ME I 8 B6 ®q elw I E E I I _~~ ~~, ~ n>.~ ~ sEEI wA ~ i U IT TO NHOM - p .. ~O~o B ~Hlc+f w M S URE U) O I g NIT q ... . uzu - Z I - W I ,., . _f~~, LL NOTE) ~ EtAININC WA4L•~~( I 5011TH POND AWNOHOR OMODULAR RETA NINC Wr tNf C` R ©BC~ 1' ^.,O .:_y. NOTE) r L 'SEE WALL~NOTE SEE WA , WAIL (OR APPROgEO EOUA) K 1w I ~ _.._. a' , '.-_ . , . _. _ .. ~ ..: > ' {~ I aRET~ D.,305AC `~'mE icio~, {z - .. .. .__._ `-- __._ . _ _ ~: .. _ _ ..: I } NWL n { .10 p0 qA D< W lL EB 5A<.J OTl'~S"0~- '«,r 3 SOUTH POND-..._. - ~- ~ ~ M1~ x r HW a{A5.99 W/{2' HGN NANORAL TYP) ~, rnE'c` ImGT rt ~ i ....._. _. ,L,.y~ ,.. - .~' ~ _ -- BDTTOM . A1.6 LSE[ TYMDAL SOUTH POND `~H-lSm- ply nµlp FNp 2cIiM .~ ~ _ -.~ ~ $ECPON DCTAIL ON SHEET 10) `~'~4~£W l I i _ _ _ - ~~_ _ _ --e.~'J_ J-_ ~ ~ ._ _ _ _ _ G - _ _ _ - CLEA;OUI (1YP) ~ v~(~mrRTw)~ yT 1 4 + 1 ~ ~ + r I ,.~ IE 6 PVLS ~ J ~` ~ ~ ~ -. j ~ ` _ ,~ - 5 •~s--Tree' ~~-Fei~'- o n \ / \ n mss, ~ ~ r.. _. _ ., y, _. oA .- 1 o r . 9. ~ ~' 4~ \ ~ _ ~ e - B A EVEL SPREADER SWALF ~~ EMn I? >9 ~i316'~` ~ 991 ~~ ~0 ~^3hi FLORIDA \ ^` y 3 CEO (C) So A '.T` ta0 LF ~ • ~"~ 2 g. 11~~ 0^ U BOi EL s25 E W - 39 39 6 •h ~ ~~ - ^h' • UNDERDRAIN % ~ OA I O~ OA M1 x >'OA M1 Rx OP BEAM {3.0 ^~° RBI. 302.5'5. IB.OW I±IJ POW£R '~ N89 3'~9'~`/ . CORPORATION 0 BOD 04EP s' (SEE DETAIL b`FIGH WALL/FENCE ' I ORB 1262. PO 290 UT^ERORAIN Drv SHEET i0) ^2! (rw-ALa+c REAR) 6" PvG w/IB' S0 ~ tHICK KE GPAKL MES CIXLAR O IF.°A2.25 /3ulf Coast Consulting, Ina. PnEVnssn irorz. N nrr nvu'.mPrlaN. P,. w.n ~~ ° • ,~,,,,n.~,,,,,~,„ER~,,,;,~ BANTER HOMES TREETOPS II - `§A^"'+~PR^°a+'"°rl^"'^°^ ~°°^^^"e 580 Trinity Lane N ~~ 3 n +. s scn PEn Dac FNis o `mD - m" ~ T"n;,ur0'Ai°,m SL Pelersbur Florida 33716.1200 2 it w ftEMSO PER sxswMD coMMEUrs _ ~° 5PC nin.a..lne 6 PAVING, GR~(j~.INAGE PLAN 1 D REMSED PLx aTr a CLFARwATfA caLLMLT+TS m 1 ,1 .:r rnnJR.WIa, Phone: (727)573-1338 e~e~n v1L lY D DEC 03 2005 PtANNlNG DEPARTMENT ..e..W __ --- ~a.._..~_~~_Pn_,,..__„n_a>r_<,~_m~_r.,._..n__«.ti--.,M_r,.__,..._ ~,u_..r._a,. __m,.__un.__u.._D,:__..r._r,x,_..n_~v__~,.,.---D~N~':..._~..__u .Q ,._~~~"~.~~ry~,,.,~__, -- - - - - - - - - - - - - - _ _ _ _ _ _ _ ~ F~-~ w UTILITY CROSING CHART W I 1i6 ""' ~D (~f{\) EDHW EL a i9" S,ORM • +I.>3 N -- w -- w ___ x w --_ ____. w ___ W ~, __ n __._ ~ __..__ w ____ a _.._.~ \i CI,EAanNCF. e• 0 ]]inRV . +i.00 w ~. ~ e ( . wnm0 CGmfC, m (x9,mG C i Ptt w W/ D'na' ,Kelp x1 lr • ~ - _ e. RW sKpt A NAL,[ e- R,c ~r ~ ~pa ¢ a Y S~MiAA w.3a 1 1D' to w ___.________________________. ~- IDR-~e)w ~-I O GFARANCE•~.eD' 10' 'a...._.._____._ .___.____._________-______.___ p~ ___.._____._o~__._.__ _. _~.~_... _._.___ ~ w l~`nrim ~uxei w r -__._ w ._._~ vRECn~ / Tm~ srm(1w~u ~D~~ 34.0 WIDE ASPHALT e I DRUID AD ~ ~ ~~ ~~~~ s i qtt gt ![ F 3~ d .u „„r PAVEMENT 8 r~ ' 100 R/W ,,.- _ ~ ~~N~. R EG ND ,_~°~.._3. _ a, d ... --- ``-b4° - .~-a=lt' n. _., u, St:•. 1-,e,w-- -- -- - - - -- - -- ,. OIR _ ____ _____ ___._ __ __ _ _ d4.__rx <., __... rr'~-"~.u.-. ~.g ao., :';a+a<-) ~ .y PROPOSED SINGLE-WATER METER F oxl ~ :., ~ -wt ~„~ iex"m w°" ~+ ~.,~er,~. ,. ,,n_~ ~ PROPOSED SANITARY SERVICE W/PLUG o,a r 9'- ~g ^ - i - ~- rm¢M NEVO,E as- SANITARY CALLOUT --- -._..~~.{. ~ p; S69'185'E(a',(~ __. i,T-~-aHL 8,~. I Ex.mocAP .. ...~.{, a B'~1 8' WL /~`- a Y '" Y ~~ --~~.,` 5v..-LDO... .~... ~ _~ _ PROPOSED 4" BACK FLOW PREVENTOR ~_ i :~ 1 I ~ ~ ~;; Q (ol w PROPOSED GATE VALVE ~___ / N \~) -'R`'°"r~'r ~ _ 1 ~ i i PROPOSED REDUCER I _-'-- ~ ~ I 0 ~- \ _ J~ ~>• © PROPOSED SANITARY MANHOLE ' ~~ I ~ NORTH _ I - ~ • PROPOSED BLOW OFF ASSEMBLY I ~+,,, - ~ ,_{ I POND r_ __ ~1 ~ ^ PROPOSED UFT STAi10N L I I ~ ~ ~ ~: I ~l w PROPOSED WATER MAIN i L W' r' I J '~` I i v ~-~ I v ~ --'~'- PROPOSED SEWER PIPE W/FLOW I I ~ _ --J W I\\\ I -~ W `jug ~e)w . i- J Q I\~- ~c PROPOSED 2-1 /2" FIRE DEPT. I _ • CONNECTION ~ ~- f = L ;- - 2 '- ~ ~-1)a o C > ~n PROPOSED FIRE HYDRANT ASSEMBLY I I I = I _ ~J ~ e-R.c j ~ I ~~~'' ;V' >~ I Z r__ ~ __'T 0 II x I I Z I fax-.e) w l 0 1 1 _ 3 j n I Z r -- I __ 0 _ I D ~ I 0 L z I __1. I I ~ POOL, ~ I f `'_ I l) ~- T ,~pA A ~, I I Y ~ ~ 1 V- z L-- -- ~ ~ r~ I '( ~ a r c a ~ - ---' ~ I~ O +„+ I y ~ N I ~ I _ _ _ _ _ _ _J~I QT t.) 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DRC RMCW 5 RREREOJ LR fpV Bptpna vERMI RCN[w ~) 0. ~ ^ ~ ~TBUILD CWNCTK MAY BE fORMCONINO UPON SUBM T,AL t7 ~' a I _ ,_ '~ (M1°) ~~ ~ ° ••`/ ~ caR-,e) "" I u m ~ A Nc PmMrt nPPUCAnpN. `- - --' ~_~ wx.. i J n ~~ x --'-"- ss-r xNaA I aj •~`c SANITARY SF,WF.R P{PF. CI{ART E pis w ~_ -__ - ~ Iz-I ~ ~ ~ f O , ~ ~ ~ ~_ ~~ ~ h ~ swsmceJfD,- S)wclurR.tla.- DmuWOpn = I ~`' I I 1 - r~ ss ~ ss-: ne v - e' Pvc o Dsox i / y I _ l - - ,n P N ss-z ss-J zn Lr e" Pw a D..J_x I ~ -IT ,.; G ~_ i ~i~ ~~. ~' i I ~1-. ~ i I i -~~ r ~~ ~I ~ a 1~ W s: is-i ze Lr-ea"an o~°vi I:. ~ I z~_ - I I I . I I i I 1' ~ ? ;r ~ ; ~rf~:- I `I ~ ~ s -s n-i si it - e' nv`~c o o-sox 0 (\.U.i II 1 I~. II . I ~ 1 r 1 Y I ss e 1 I I ~ :I I+ 'l\~~~ ~ I L /'_ J~ I _-J 1 ~~ I I I I I I I I I .I I, -I {. ~ ~ ~\ ~1 I ~ L.. IL_- ._J II I L.- __J L_. .-J L__ I I L.- I I I ''I ~~ `bA C O ~_ L__ ~_ 1 I I -_J L__ -.J J ~ I I ME E li I UNIT nWNH ME I I L - -- ~ ~ SANITARY SF.WF.R MANHOLE, L'IIART ++ '".: :. ., N O B NIT WNH - ; I - 1 i eU IT-TO ~. ,,. ::... .: r:: ,. . e"nA w Z 11 ! ':.• ..1,_.;;;_.. -~"' ~" I ~-~ -`'° I I ._- NHOM O . I\ o ~1 SAwrARY MAmxaE ~\ SANIiMY NAxNIXE I I ~ ~ ...._- ~ ~_ I ~ HMS- +5.>3 `~.a.t- ... _., . I _'. SOUTH POND .. ..._.... ..."~--"~ .... ..,.., -._..........- ~-~ - - _ _ - - - ~ ]~, N ' mV LlE - ~a5 mow) ~1 SANTAR.Y MAM1Cl[ ______ _________ __ __ _ ~~;' NV EL-Aa ' ~ ,.,y - .- .._~~~r \ ~- _ .._ _ 5- i 50A ~55_J iMY MANHOLE f I a.l I~1T B. \ _ ~ + a y - ': _. _ y ~ _L_-.. J ~ xn.~E. - a;.0 TON D I ' \I 1 'r/ \I / 0 AS'V 1 l D \ ~ xv 0. Aa.eXE) x: ~Dis"a vcP -- • wRE ~~ ~_ __~• _' ~ ~ -~ 399.@0" C) s~ __ ~ _ s - ~ xw so. ~Aa ~/bA wv r - Jx.aB('AO {sEE oEiuiaan sNEEt to a la) w- 3D.JD, e"NS I aR,Y~^ $~/ FLORIDA \ n of aAN *AaY MAn IaLL JDZS's. ,a,ow I POWER N89'13 29"tllr(Cr ~_, DA ~- as © CORPORATION alu" EL - +s. - Js.e> ORB 1262. PG 290 Prm r Rn t,~ oesfauaic:.: o Gulf Coasl Consulting, Inc. , ,,, ~ R; vn en a: BANTER HOMES : m TREETOPS U .,. ~ ~~ - y, ~.wm<a, ew RD ^~ NAroe ~,M~m.N.~ww~, 580 Trinity LaneN 9 '~ora~~,~xo' ' o:„e»~nn ~ St. Petersburg, Florida 33716-1200 Q~~~~A~~ WATER &-S'hWEA PLARV -- 14 , ".: Inn+»wNP Phone: (727) 573-1338 EC 0 3 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 1 s rY -~ eNM. rbl ~. ~~ ~r,. ~r,.- •u ~ - ~ uuwui fry ~ r \ ~ e ~ ~ / w..row sur - we ma s' a Ox.r - ~ \ C R s ~ ~iu.p.~ w...e .wa b .. ^ j A mcv nm~ eu¢ eru "` w 'R577C'~ Pn \ ' / \ c--r..e ww. ~'. 4 s++vee. .inir~~l''/~~ ~~ ~~~~ ` are.. Sr+.n R 8 8 . r r""o eim maw ::"f°" , INTEGRAL CURB & SIDEWALK Nr$ i~ C1 ~ 12" HEADER CURB STRAIGHT CURB u15 Nr5 PLAN NEW TYPE E rn.rt ' ~~ I ! Y r e MW wrn u.w N/• s-aK - y,p__J rw or e°r O~°MY t ~1 x s.en v,unn... ~ w. ~ Nv. r. a,~.a r/ / . e.. wwgm ire w. Aen aovm ntxnn nm m, J a... - ~~ ~I-~ 14 ~ ~' I ~x.st x ~ - ~ t I _ I as a~ ~ Nsrvv. NOrE a E r.a't~ re nr I n Ibomxl ye visas ~.nK .. ~"~ •na ..n` ` eo •Jr0 w _ _ E.•i•o i ~ .roMM+ ro e. m..~eslvrtK u mr ~ r -r` sL ' ym ~~~ Crre'e .,.. . xn e' (Vw.l °°° Big1„0 n D P DET IL -)=-+ AxDICAPPED SWH DEtAIL iw,~ ~.NV »Nn -. -r r r.a:..N~.LM e~.r.r^ n nn AIT ~CnON (W/YFR7ICA_ CURR1 a rmr r~r CRO55-SECnON rDOT TYPE E INLET (MOdiliea) STORM SEWER OUTFACE CONTR STRUCTURE nrs L HAN ICA A Nr5 w ~-war w. wt t~ra e'wNiminrtm.wi+o.pwe mm:am au-e+u. oe+ia*rtc r-leo) TYPICAL STREET SECTION Nrs SOD ^RIES SCO VAR25 NAxDRNt u 3 r e.6' . uw.a ~ we. wwu r~ AWE vARIET 0 • 9-Opf. VAawS Onw,. a [~~•6.00 OR uceULAR tl1 ' REiAIMnG WALL • ' AWE v.RKS CHw. a EL.•s.00 _ _ • ¢ . SiAxEO lr SWFtx ' i0P ~ f•-= •3.0 J. . ^ '.:-. a ----------- ---- -_-_-__ I.6 7 •.. DLw O R.••.ZO t : r . ~ ~` : ~.r .-- _- -- omr. wa nwx. t,s IE-IN OF PROPOSED CONSTRUCTION TO ExISTING ' ~ ------------------ DLw O EL.H.20 x'- -- xrA/aDnoN.avo '_ ~ w ___-__-_-.-__-_- _ ' -eor-•is `srE ii~ii -> i .~xE^°E" ~ C8 __ ihY'~ a0r r 'x~0 6. 12- N~Arpaxocxlsr. -SPREADER xrs TYPICAL POND SECTION (NORTH POND1 cer rcrai °avq TYPICAL POND SECTION (SOUTH PONDI xrs , _ rnovos[o rENCE °P wrla I VEL SPREADER SWALE nrs ClEANOUi Brass Clarnoul Pluq ° l wul mx~ v41 w 19' $quon CsnTM to Pa6 la' - w e' xW r~ w/ nr _ •- p1tl~° ( 1 wrn xnv Ru[ kk e two-6'-1/16 (22~') Slreel EIS nST.I D3D3a-9JP 35 6' w Cem<nBe 8- PVC Undertlran (Ruler l0 6" Cop Pans iw D'°meler) d _ r ~• .-I - w u~ ~-Y °" ~4q~s'„'°+~ I I a n.R ~-rlow r ~ y , ~ I ~ T _ G~i~ mwRU/ wn nu awnn um +wxvn n.w s+ve m aam.rm ns «+nR.rae e+ na rwwm w s.ron A °4'" " 6"w B" X 6' PVC Wye (Gas4:eted) ~ .YG ~~~" ~ r~ .'~.vi4-: DEWATERING SEDIMENT SUMP EROSION CONTROL AREA NiS z NI a.wrw.t.>. s on. UNDERDRAIN CLEANOUT DETAIL '0L`T°IIS ~°1B~ UNDERI Gulf Coast Consulting Inc. eRPV.v+aw *on: E HOMES .cNt:cr u6su+ernoN. , ,,,,,,kt,~,„„,„wgn„;~ SAMT R TREETOPS Il ^"e'""° r••~~em ^°I^a 580 Trinity Lene N ° ~ ~ St. Petersburg, Florida 33716-1200 PAVING, GRADING & DRAINAGE DETAILS ~: tiln" aAO'° Phone: (727) 573-1338 ORIGINAL RECENED aEC o 3 2005 PLANNING m - rip CONC. SgEwux a` • ~ .IS°eS IrvcuJn dMCtl.H ' ~""~°`"IV r ~\ d2 's V e ° 2 :xulaN r) I a~ ~ l'P~ b,MN m, 1{ PUx 42 q JF~ ~~v 4. ~I' ~`~ Non-vMU.a sn+«s ^ g J... .roe x a e R, ~ ~/ 'J 0 i ro \ ~ " I "•~ :tee ~:~... e... w. r.. roe. um~n o wr nl. e.w ~ ~9 ¢~`~a ~RS~-e°"s~Ln-~La"-u" s STRVLRIRf EDTTOtl FOR INIF]'S T'PE C.6 6 E ~ 9 [r1eINN tYPf C IKW I ~ a TrP£ f PLAN ~~ R SRN 0 - iRB RAMP'; INLETS .Y...aro". •~ -°° ~ ~~~~•~~ ISOMETRIC yEWa rol ...«e ,s:r SECTION B-8 T ~ J ~ .~.e..°e.~~..nro e...x. n.... +... sccnoNlONSa i [v col - _ _ . _ _ _ _ izl u. e ELEVATION A-A SECTION B-B ~PmdJXrnP ~~~+M CAST IRON GRATES ^ °--.~+--s-~..°.. ~e-°+....,.ro+..•. ~ NOTE: o"e~v1~s p1 o-im ~ ~~w .w.....w°m u., .«u. ...«.~.......... o~.....ra..,...~ L~~ aue ~:ea .m'vL°: ~alro:a o-wm x«..i Nmn •. Jo. e.rauur NUUC.wco I ~ .r... -~:.1 '. '~. ili nD D DITCH BOTTOM INLETS C ~ ~ °.' rrc / ^~E f TYPES C. D. E & H SECTION C-C :=°`'s+ ~~~ K•! ~~T^N •t NT5 A . A a., ,-. Fde cmc o STEEL GRATES a ~~.~x~e,N~....e..~.x FCOr r,r. 232 CONCRETE SWALE DETAIL ~=~ ~e TYPICAL DRIVEWAY CROSS SECTION B B c PLAN VIEW `/\ vu~ ~tl1 D~ \1 I~~m wrrteWa~. °.e m s°. NI §~ B e ~_~ SECTION A-A SECTION B-B Pun, r....v~ ~ tlGfNfRAL NOTfSN w.Mwrt °~'bxnw`dm w ulm wvn.nf .e^°~ieim;am`•°i~u+*o~m n~w.w' ~- mwXx I .I..w~.exer n,ar wne rxx oom...we'•. v«wrro. sn m..w. m..r ~ e~i°~w..w roe. m ,Y. IrrI I ~ a ~.+~",~ ~~ ,M ~.........~x...n...w...n..,. ~b~"°"^ .e ~..mn°~° CONCRETE SWALE DETAIL g1 on... tl.. xr ~ -~- dx .,,..d ~.. ti~ ..ro. NTs ~~fl ~ I m m.n. ~ . w•...,., .~,e t I : _ _ I I sfcr.QN aA ~ < ..., : .............. J .."' roe. °« a,..,.. . e.., x. ~ xex.. ~.+„ e. NN..e a...,.,...,.« mr, fLAREO E,VD SECTION SECrgn Bg ® ronvwXnnm J uen~~.x.nee. r. ~ ~ ° /¢ ~I t DESIGN MJTES ~ 4- ,-J/: --, ..,..e..~e..e..,.,..,.,e., .,..... N. aN..,.. n..tix.. °°""e FLARED END THE A _i~ ......<.e..ro.,...°~,,.....aro...,.,,N~N.....1,.,«.,...M~..« SECTIONS L.n.,.1.1°D.J.oorlP...NI~~x.-m..~,n~la.~, ~_l L a ,~,°,,,~...nd..~.roo.. NTs SFCTM'CC xUV~ n.r.°ae.~.+.. srorm.eeavw ..+n e°,xe+n ..rd nmsro e..r. xae REINFORCED CONCRETE JACKET DETAIL f '°"' ~ CONCRETE WHEEL STOP F00T INDEX ?_70 Nrs ® GnICCoast Consulting, Inc. ra~e..ern ron_ suaxr ncs<x~Pmnu: .der N.e.roa Lea , p_,c°Nw,N~ SAMTER HOMES TREETOPS II I I W. ~cc '^°""'~-~"mN°"`° f°'"°" SRO TriniTy Lane N ,~"m~°„„: s;~ St. PetcLSburg, Fbrida 33716-1200 PAVING, GRADING & DRAINAGE DETAILS - °`°: mm~~*reo Phonc: (727) 573-1338 14 ORIGINAL RECENED aEC o 3 zoos PLANNING DEPAR'B6~ItE~dT ~, R,W FinisB gmee tv n11ow 0a' 'n. I.0"mex, fell fmnl Verie pmpary Ime m brk of 18` miv. cmb. 1I" mnx. eieew.n~ __'- ""'-"""-" HOMEOWNfiR OWNED AND AND MAINTAINED MAINTAMF.D c s<Ni« l.m<mi Man SECTION ANY VARIANCE MUST HAVE NRITTtN APPROVAL OP THE CITY ENGCJEF,R. NOTE: All leleml mnuriels, inclWmgigprncA Clcmwur nmAwo,<, m<+o exvno to Ine R!W m m me<e:emmx Im<n: nm<d STREET LATERAL Ob~T l-C- ~ i ~,I ~ ,._; ~I Lm low I nm<nn< ' ~ ----------\4'ucr Mnin ---------- ---------- "----- ------ ---- --------------- -------'---- cmb a ~ seg. - -" O em Smire ~ M.}I. t]YrJ sm. Isteenl emb rl ITJPJ Sdew,lk < 3'loinl in pipe covy _ 1~ ~ x-10 NOTE SANIrARY I,ATERAIS Ib AL ~ I~ Sidc ld line Lm Wf1TlIN IO OF f:1:N]T:R OF LOTON OOWNlIILL SIDA OF C6N1LTft OP LCJI'. (Tro.) P WN VIEW ftim M.ll. of S~a~ Wotcr Mein Senilnry Mein PROFn E SANITARY LATCRAL LOCATIONS 1F~n,l~-ra. P.n Na to aP~a,,.~ne Pnunan~'~,nre•r a•«e•-Irelwe 6exn'Meln ~PIW CLPnNOU]'PLUO GIANIAITF. Ppe A.q POmbT Cnr+peny Sm NOIA PaT O.mde Vke A' PEMAIF./ TERMINAL CLEANOUT DETAIL nOl PNgCwer TOlie 115. Fwvtln i6U Q Ppoel ORIGINAL RECEIVED DEC 03 2005 PLANNING DEPARTMENT CITY OF CLEARWATER C ~~Fr 93/8` -~i I Y/// ran I IOSB" I Imo- 9 )+H` -1 8" 13 In" CLEANOUT Pl UG DETAIL NDTE~. a<,nom pwsmx U.S. Foumhy ]631 or agwl. 0 ° O x Nm~-P<aveling Pi<Y HMm \ o ° 0 p n ° O m 0 ° V ° OS nN11 AR rp °oo aun= u 0 S E c q 0 n O n 0 a° ° o ° a o 0 x. --{ I ~ SOLID COV1iR. uTlo T xs, In° ~ - ~~ ~ x9la" -~-~ R RJG - SECfION -r Wcign1831M. SOLID CUVER 513C7'ION NOTES I. 11.5. PamNy Nv. 117 Ning Afd AI, Cower, Or Fqunl. W<i ghl ISOIM. SANITARY SEWER MANHOLE CO~VFiR `~' GWf Coast ConsRlnng, Inc. `""~`" ~~~~~ ~"~~~~ `""~",~ ""~~ a BANTER HOMES TREETOPS II L Z ° Mec ~~'nNn~ ~ ~~ ~m^^'^"+ 580 Trinity Lane N ~~. 1 sslcoro~.a~n~ St. Petersburg, Florida 337161200 WATER & SEWER DETAILS n 14 ~. ~., , on~,`rrme'l'.x"ae1° Phone: (727) 573-1338 „W,,,,,~.,,, - "'°'®"'"^"°" w SANITARY SEWER MANHOLE DI:fA1L F 5 s 3 P i g E gigb 1~ 5,~,~1 nd w~ °~~I: ~:,,~.K R,~a~~N..sII ~a ~TMMmw~ ~~ W.A ~~<~"cR ~"'W"o" "~^~,I.~ k~..LL,~.~I~I~NRP~,.k~,D.~k~NaIM=,~,~,,~~, A~~a~ Wn~~olrt,~,,..r.~Rp,~.~,~P~R~II~„u~u ,..~.~N.~~II „~.. ~°° ~ MAP ~~I.,.a.;,~~wN.~ ~~~ A.~o.~rol~~ ,~,~~: _ SERVICE CONNECTION DI{fAIC 9 z ~a~ ~M~A~,,.N~»,~.MI>...Pm, - ,w,W~M B ~ >, ~ ~ ~ { r, D,PI -I I~ rz,o,..~,.1 ;~~,wP WATER. MAIN SERVICELMS TiPICA^SECr10N mtm m (IYPI ~.~Nw~~ ~ I; ~~ ~H>~mTrt oW mrimnl~v a.~n. ~ Vsbe Wna Mam cvn%M~1mEYeeb. h~nl3v1 re. ~+•'aui x sw l.o.~iv~fi..l.+tlx.<rcmn~ oxkv nn xmmMm.e,l'•e ~ u ~~ u.f. M1.wm+mm~vs ~v.w.no. F ""°waieb ~i.~e""~.~w° J ~v.ese~ab „~rml ~aN~. w., M,m TYPICAL HYDRANT 5-ITING TAPPIN4 Stk-VE &,VALVE BV CITV d. um s~xvrtml ~ ~\ P.v.c. rues aRPSTRAEVr r-.li -a ~-' ~a~,,m~~ SERVICE IACATIONS DI!TAIL Im (Mk .NHNLLIiR HIkJ50 uiA Lak WineaM CmpvNVivHampuwA apW ~~ sa WkaMillweadbk Nea zrcd eve ~ •*M1 jai w.+i \\ a m~ewv. ju~4m -~\ \ \ v M~L~R~I S~WB (TAP AT kS•AN4TP1 ~ ~~ ..w^~n u.m.>. ~ eru.mlw' ~ y F$$ OeaalV~eW~Nai \ We 4 d o wu 1~, aySDR^9 3 ~~~ ue .. PohnM'I~rc ee Mnn \ / ` we wnv w. vw. J ~vim~Mi+rm v CHWNINATI ON TAP DEFAIL TyrICAI. VALVB SEfT1NU CROSS SECTION S nen vYw ib.mm f S STm..vve *.mla. we O mom, ~m~rR~sTxl. Tf!MI'ORARY B W\VOFF 8W\VOFF DETAIL AND SA~PIE TM mm GuIf t Consulting, Ine. Coe vne..e,...,..~..: BANTER HOMES ......... .........,.~.., uovm.non ~nm~nsaw ~ •-• Lea D~.~mn~N+I COnwnmR ETOPS ~ 13 w ~~ ~ _ ~ SRO Trinity Lane N RE ., T 20 6 ~~~.~~ t'P~`.•:::'In>;5:.~.leu1f°0 St. Petersburg, Florida 3371 -1 0 Phonc: (727) 573-1338 SEWER DETAILS a,.,,a - _. 14 ___„ P~tNNING DEPARTMENT CITY OF CLEARWATER a Nrime eeiua~nexeeueMev wel~weunsOmTl PLAN VIEW ~YPIGLlIYORANT S-fFINO • ~ `RaedMK Sramll~~et MV51/M YVYw.4+. n I~pmm Ail M r W.N a svw C..ar~ MNCntl~nxukrvum a See awn J ae rypnl Cmu+m~ ~ M%o TTICAt 1'IRIS HYDRANT SETT INO D13fgIL ' GENERAL NOTES ~ ~N10p~111100~0'°01A~"' ~ 7 ~ ~ R.(1DJ11 AID NBFAt1 EBAHA asmAV c PUPB BL1A911E IIE PANS DlY1 i B TA @ 0.gCA 0®ARIIEtIT OP EMlpllEtnll PROIECIX111 ~. ~ ~d>rE~ro ~~~ TOP FLANGE 54' DIAMETER aooF 2 w 0PM II 021 Fi/TOH ALL OOM'01EN19 R.GT BVNOEB AAO CONn10. 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TIE B1X AAn la DOLL BE SPE o OR(OFD 1DP roBOAT lfAOB Wl 0 LOODlfl oe6CE OEP OlW@W FBEl1DJ.A4LW'ODIE OFD TRPAiC MT®). ~~~ roPIK lFi10B TW tlaE RNB A78 t 1 S1EEL W W - ~~ 9-~ISD L/4Hi DdIE RAL SUO~'I8 CABLE IK:Il:(31 ANaEOrl HOL18 DIOP 1TlIX®QAB ,q p. VC :n ! $ 11018 BP.AIE Wf , b. ' ~. '.V-^ a 7DVB9 BB.YAOE HM%1QECI(YALl7~WTRI CLEAN~OVi'PONI9 ~ roBllli~ OBhYJ~ AND6MD)OAIEYILVEH HEYAQ NTO PAIEL Y pA ~ 0 X~~ rti • BCN®I.I.E BO PVC. BBL 1WM aP..911 OIR Pair U LIHI® HI DECTRO 1lOCEL (tV 00 BW81D). PWMEL~iVO~O~ ` DIOIe PUP BUPPlBV DNLL iAO/nE iRX916®E PUWB, DIJE RAL ABBENdEB. C2 em Fg TEHWPL 81TW'B ° ~ ~~ o ~ra COMigI. PNEL JNCTtlN BOX ftAAT BYEIP£e• ALUWAM MTOI(B7 AIa AroNeXE PRar9l oPeunoN Ara wuawrr. D101W101Er/ TOP CIMIY NET PEiD L.OCAIE t/1t4EN-~WICIL FOR TIE CCAPLETE PACKA~ PIENa BTAIIOM BMLL MVE AW BA9E8. MLABBB.EL®ArD DBa1N1]E PPr10 AB>0Xd8l Bf FLOAT CON11101 CAD.® PUR MNHI CADS a ~ D ~ nePrXBCwnBEPFeID TEaMCALeAI~cwPOMTXx+IEImTDDrroRFaoesraLAnorL rmYarwlBlEO1W~B~-rw PANEL WIRING DIAGRAM E18NUN I TIE aroaD+D DIBTNHUtVR POR ®InA D.B,HEHE RAPa N FLOAT caR1I1DL fYH~ lOAT U) 2'aAHaIeD P.VA IEGNCAL aAI.TS COPCPA11ON 4621RIN1E AYE TAIR0. RD3EN DO1616423E row.P 1'OAT3i 0AH~ Enao EL 3 UIBC/N110E mt;a ~ GENERATOR RECEPTACLE FGR EMERGENCY LAO PUP ON POVCR CONNECTION VITH INTERLOCK 11YB AW6T BE NDIN!®0X10 mmintm ie SURGE PROTECTION AN- LIGHTNING ~ ADnERA1 819181 lO PREYB(r GORY NIOA WET WHL YOIFP!®- ~ YnffiOOL Off 4 1P 8AT Cr O1D 68 pW 2H L N YI mmm0.x mxm.nan PROTECTION ON ALL INCOMING LEGS LL ~S0 'j WAGE AB OBT~BYOBM 1M1w Phw 2 8K6 11 YGvB P "°'"°"1°~r°T ® PHASE PROTECTION SHgLL BE PROVIOEO ~ OPrI{rlb ffi Q4 . OT X 9 XUFT _ ' ®A/iq COC BYHIBA rouNC oBCartaxr oD1xNa 7m PANE LISTED SHDP. L MANUFACTURER SMALL BE A'UL BaE RAL 818181 N ~ N ~ ~ W m a rwl saw i° ITE LL 61.0] ~ WII d R DVI i Ni O WET HI ~ b ~ < S 1- PANE CONTRACTOR Tn INSTALL CONDUCTORS FROM L TO LIFT STATION 6 MAKE ALL CONNECTIONS. PUP CFF T fi . r aK w . T T AMHiOFA9DN R.ANE A ~muw wo ~ e ~ w,Ilaai e usE `• • ~ m Ts y~ ELECTRICAL RISER ~ ~~ . ~ ~ ~ 11aNfgaAIB OUT OF SECTION ~ b °~ NFLLBITro AYOD TANaNO ' LEGEND ~ ~48 INSIDE DIAME TER-- mrrAETE eulaer m '•s• p°•je 1µi a°10ARU~ ~ a~ oaxlR•wTDR TD NBrAU TZn DP OOUgEIE BAilABF AR0110 BIIUCIIXE O ABB NNYBGBKE BIIION IIC9 WN CNaXrSFlI®1 ARIA TECHNICAL SALES 6 ~ ~ ~ 6 v n m 4 D W al OLPLDIRECEPFACIE OL9 oW3taAD HEAT1a1B CafiPONA710N FDEP REQUIREMENTS nP .a 1. TPT 1 ~ E8 6«.Y~CA~BiEM~ •~PTe eTMP T PB OIY?IE191 PRaaE COMCREIE HOPPEN wT1NRD-OPE E M EU E R IBAT R R~ ~ ~ ~ WA19WaFKBi WABfBWAlB1DLOILT® fl10.DE 8lViT lPx MONTOIWa 11a1T M CORIIpL PNEL ~ ~ a 1~610R BC1 Wi(P FB ROATHNIM1l10liyX+lTgO 0. pUP DN IdCAtllf! AIRPWE/PDN.oMIPMYMd/~ PHOVpE OIf WATER IlE wfMA2/f fPZ ' ~ ~fACLE RIB IEDAAlO11BWAL BLIP ~ ALL 9R iICN. PN88iHN1 BE AHOVEIIE DO YEAR FLOOD EIA'AIpN OF B-Il Oia NOA MAW-OfF-AVITMUTC ~PCfOfl BC HTAIR GPM-rOR 4E11NIMLL'Al@6E PM DO)B66A6 BR BTNITIHAT m TAMA 0.ITEN PA%Db7o7~me PUMP PERFORMANCE CURVE ~A ~ ~ BDUexTs 6ulfCoast Consulfin ]nc. s, rneo,ReD mm. SAMTER HOMES slwerneacalPnaw, ^a ^°°•^•°~~°•°O 0^ ~•~ •~.,m. `°~°~""` ^° ,« I~A~anM~A~ALnA~~~AE TREETOPS II 14 .... NXD ~,rM~+ ~ ~T~•r°°~ °~'^*~ 580 Trinity LBnc N r - '~'" ~~ D '"-~ ° i ~~I)ETAILS ~ ~ . , P - SL Petersburg,Fior da33716-1200 4 :",": p$i~:.~W Phone: (727) 513-1338 1 - arc o3 Zoos PLANNING DEPARTMENT CITY OF CLEARWATER ORIGINAL RECENED QEG 0 3 2005 PLANNING DEPARTMENT.. _ _ _ _ _ _ .._ _ _ _.__.._ IRRLGATION NO AI.L LMd>=l.APE AREAS SHALL BE wAIEREp WITN AN AUrOFIATIL, UIDERBROVlm IRRIGATION SYSTEM. WIM A RAtN GIELK DEVISE LONELTED TO TIE CONIPLM_LER. AFTER TIE 90-DAY ESTABLISHMENT PERIOD. TIE LONIaDLLER :MALL EE SET TO OPERATE IN l.OMPiIANLE WITI LOCAL WATERING RLSTRILTONS. SPRAY _ Aim ROTOR HEAD NOZZLES SHALL BE ADlST® TO ELIMINATE OJER SPRAY ONTO PAVLR) SURFACES. IRRIGATION • 1 PROJIDE 10016 GOVERA50. I .... . .. _ _. ......._ .. - .NORTH.... ~.. _.. ~ I u__ ~ ~ ' 'I ... .....,, DRUID ROAD s°ALE,"=2e.e• ~Y-. 7\I~` ~ II \\ A ~ ,-/30r /3._... II_\. (z\, 2`\ 2 II,\ ( 1 ~HR/ / \LJ/ \\ \HR \LJ r II ~ \SP/ ~).1 ._ HR.~ 1 I LJ ~~ l_J; (GEC ~,-1 ~~ ._ ~.......1 -F 2~. . , ._ 3 O NT Gh41 WAIL r T I - I~ 3 ~~-: ~ B ~3-O HT ALI/MIFIUM ~ ~' - I I: ( 13 / I GG7. :~ ~ CU ~: PIOKE-TS N ( ~ v \5P\ . ~ /~H . ~'I I ''^ C ~YI2 ~'~. ~' -1 1 \r Y~ \ TYP TREE 1I. •~ 3J•.. ~ / 12\\'• 'SO\\HR/ BARRIC ~ cP 1 / S \ ~ ~, I w s i /la1\"~lw ;t/ I ~ + Im e i w/~`~. Ai i~ ID \Ri\Q /~~ ,~,,,jj,,'''Hrz1- ~,\' I. ;iu wT a _ - ~~/„, 1- I 1 ~IwL~' t~. Z ~ ~ ~ ,,a~y,, 1 ~ 6T ~ ~ O -I I p' D ~ I ~ FIR.' I ~D ~ ~. (5 ) I LIB ~. . Z 0 ~~ , (/IS ~. ,a~ 16\ I D I;, 26\ I `B', ~' p •~ \cP f.~ `,bR ~1 IM; ,LMT I afjl;/ -~'~ e11~~ F, I@] Z DI Z ~ 10\I f 'T .,..I.. F ~a ~ PA) TREE REQUIREMENTS PERI£IEYt ABUrfINS ROH NORTI M'FER 955BB'(iS LF • to Taal x ] • ]o - AccBNT TaBES (oHW MEGT IvFPeR ]b3'HS LP • 0 TriEES x ] . ID - POCENi'IREES (ONWI EAST RIPPER ]D9bb35 Lf • B TREES -SHADE TREES 999D35 LF • II TRaS -SNARE TPA TOTAL REa9RED PERIMETER % • 59 TREES FoumnnoN aECarIREMENrb T O LF/40 LF • ]O x ] • X10 ALLCiJT TIg25 TOTA1, TREES RE[\MRED . 9S TREE REMOVALS ]bY9' ISMbJED • 9q0' SAVED • 9]19' . 590' 9A.~acm• RtVIX-EYEIrt NLI~ . DOHJ• - M•+' • 3 D' TrtEe BuY.• 9 B• x ]~ ((« rvNw 9) • •DDM] PROPOSED TREES ~1 PALM NO % . 90• FOMAL PALM o)X 1 • ]]' IVE OAK 9.90' N 6MUS@LIVC DAY. xry.99' SOUIIERN MnSNOr.iA 5 x • y 1RF£i ~I L bJSTRi.M ]I x ] • µ vILVLR IkIrtgWDr'v D' YNII\ N N0.LY ]D x a ~ ~ TEPN R~ e' gars sTANDArm e x ] • TOTAL TRaS FROP03PJ • D4 b]' ~'' I -'. 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' Ir P ID' ' 'r ~ Ib \ \ IB' ) U L TwM 1APON Ln E 1 ~- I TR[E/Lml L.IRSRaM D NT X B SPD WLT STEM I , C~ , WW ~ ~ ~ ~ i 1 D NI ~ 1 ~ ID G ID I IB ` ~ •, ~ G _ 1 P~ I ~ r b I - . .- I ~,B r / C LgULARtW CRLLTU5 •~ IL91S 5 vE? MnT'dMJ00 . -.. ' D M X D 5PD 6N1AU iT£!• ' ~ D (~ ~ ~ ) ' 1 tl ) r ~ IB ID ~ ~ % I ]1+lEX r N/ rClLY Nn JD On110N M1. 5 U~ D NT x . J I I - r I . .. 1 ~ l Y 6 ~ / ~ I ~ \ I: ~ l ti ~ ~ } < \ \QH ~ D CERGS CANADEIGIS $TF.RN Rt:ODLD D M X 9 9PD ]' LAL. b GALLON \ l ~ -, ... _._... ~I ~ \ I ~. / •~ l9 D 5fv SrNDnRD. RW I i' ~T _ ~ ~ ~FiO 50\ ~ ~ Ri YN~ \ J _ / \ I nbr. -_ _-Da Loccd.0en ~ W ~+n - ~ ONLON r .. / 2 ~ , \ . ; , YH ' / 2 \. _ ~'~ LJ r 6O \ /1O\ I ~ c9L 1EU ' ~ . S t' IHBNr DOJBLe ~; '.. E ME UNIT - OW NH MF_ •• •' ` \... 1 \R/ .. ~ ~ ~ ~ ~ 5R ! 4 I STP131TZIA RE&NAE ' BIW Or PARADISE _. _ . b' NT x % BPO 10 GALLON , Iii I L \ 6 NIT - W NH ., .. ... i 8 U IT - TO NHOM ^ G .. ~ ~ L i - cR Rm ABIAr ci*I ...... ORINA. LLLY_ , ._ ~ •D' NT X U' SPO 5 GALLOU .. I I '~~ ' I ~ ~ ~ / _ _ 19, ~ Dlwn ~9n ~ Nsls i .. ~ ~ .moo aza~..e romp I ]s Nr % ] sw 9 eALwN _ .. ~ J ` - •.... lr2Z ~~_. I2S ) - .. ~~ ~ _ .-. ~ RU9.MO AW GU. _ PW MBO - AO ^ ' ~ i3 MX SPD 95nLL .. ... _ _ HR/ .. ,_ . HR ,•.• .. ; _ - ID~ ~ 199 OIRY ABALN~5 LKO ~ ~ RED I ~ TP 4w.LH -- i ] R x ] vPD, 9 GALLON 1 I , ~ \ - b lP5 agTtlA NERVOS DLNPFY' M? ~ J ] • M x SrTJ D OALL ~- ~..__ rs --'_ = m!i ~ 5 r 9. , B 5 ~ 9 6 DI~rWP~P P;~T ~ 5PD '9! ~I e N x ID l -. • 1 ~ ~f C - - -~ __.__ - - _-` - ` ~ - ~ 5 ' X 4 i I ~'+ 10 © 3n u } t t r- t o / ;- _ - __ - s ,_ ( . 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(7.7)573-1338 • . . - ., TREE LEGEND (`}0~ ~1 °AK EXISnNG TREE / TO REMAIN BARRILADE a~ __ _______ ROOT PRUNINS LIMITS SYMBOL LEGEND ARGEMIIE BAHIA SOD ORIGINAL RECENED DEC 03 2005 PLANNING DEPARTMENT LANDSCAPE INSTALLATION NOTES Il PLL TAM MATERALS v11ALL BB FLOiEIDA 111 OR BETICit As GIVEN IN„@gBQL1 FEBRUARY 1998 EDITION, FUBLISlE9 BY THE FLORIDA pEPARTI-ENT OF UA,TURE A!D LOIY.;III@t SERVICES. 11 LOCATION OF TANT5 d THE RAN ARE DIAGRAMMATL- 5F£ THE LANDS APE ARCHITECT FOR OI GSTIONS ON [%ALT LIKAIIONS. TI£ PLANf MATERIALS LIST IS AN DID® POR THE LOMENIENCE OF TIE lAND5LAFE COHIRALTOIL SHPAD TN£RE BE SLREPANGY BEIYffi1 THE PLANT LIST .Vp M PLAN, THE FLAN SHALL PREVAIL. 9) IT IS TIE LANDSCNPE LONTRALTORS RE5PON51BILItt TO IN9LRE THAT ALL PLANT 8ED MxE/.5 NAVE FftOPER DRAINAGE POR OPTIMIM 6ROWT1 OP LANODLAPF, MATEWAL BEFORE INSTgLLATION BEGINS. IB) 1TE CONINACTOR SMALL INSURE TNAT ALL TAMINS ISLAlp' AND OBkR ARES SHALL E LLEMt OF TRASH, LUYTWIGTION DEBRIS, Oft OTTER. WASTE MATERIALS TO A pEPTH of 2<' r+21oR ro LAIp9LAPE 1NSrALIAnON, 5) P1L RANT BED' Alp TRff RIN65 5HALL BE TREATED WITH APRE-B`ERBEttT HERBIUDE N1D TIEH TOP-OR£ra5® WIT( 9' DEEP RIE MRK N198ET5 ALL 18~' TT~S rJW.L NAV£ A 'TREE RING WTH A MINIMIM OF 39' RADB5, ALL NBW TREES AID PALMS SHALL ~ STAKED. ALL EXISTING TREES TO REMAIN • L HAVE A 6' FFDMY MA.CN RING AL A O[ OF B'. Dl NEW 90D SHALL BE ARFiBrtIIE BAHIA • D AFPRO%IMATELY N6A00 5F. S SebHN ON THE PLAN lONTRALTOR SHALL OEIERMIIE iE%ACT pUANTnC9 IH THE FIELD. SOD AREAS SHNl BE MAIMAINFD BY TIE CONTRACTOR FRgi TIE THE OP IHSTALLATON to TIE TINE OF FlNAL ACCEPTANCE. TOP ~ SOD AND M.ILH SHALL EE I' BELOW 51DEMWJ'. T) TRE£5 SHWAS Alp 6RLVp LOVCR SHALL BE NSTALED IISINB Tiff FOLLONUN6 FROLFDUtE TAM PIlS SHALL ~ ExCAVATED TO TW GE THE DIAL-ETER OF THE PLANT ROOT BAIL AERATE E%IST NB 501E DEFORE BACKFILLING PIT AOO AGR FORM FERTILIZER TABLETS TO EALN RAM P T, q9 F~ TIE SPECIFICATONS B) TREE IHSrALII,TON~ ALL RF.CUIPED TRI£9 SHALL BE INSTALLED i' - 2' AEOVE FINISH GRADE. TREES roTATl®ta B,RIfD TOO DEEP 5HALL L~ RESET TO TITS STANDARD, REINOVE THE TOP 19 6 THE HRE BA91reT5 ON ALL B ! B STOCK EXOTIC PEST PLANT REMOVAL ALL INVASIVE EXOnY. SPCOIES BIG( S BRAZILIAN FCPPER. GIIIESE TALLQH AND FUNK TRff5, MFiT BE RBNGiED FROM TIE SITE. E OTIG 1REES MU SNRIAS 51b,LL BE CUf FL15N HTH PINISH GRADE. RESULTING SIIA-FS SHALL BE TtEMOVED PROM TILE SITE OR TREATED WIN AN APPROVED NERHICIDE. YgIIIRACTOR • TREAT CUi SLUTS WITH GARCON 9A iROORR, OR RODEO HERBICpE TO THE LAMBp.M LAYER AS F8i MANRALiLRER5 INSTWKTOHS, AT THE RELOMMENOF STRENBTi TO PREVPIlr RE~ROWIII. APRY IEItBILIDE IMI-EDIATELY ARER TRLNK9 ARE LUT TO iREVLM 5AP FROM SEALING HMp-. W:MDVE ALL HASTE MATBEIALS FR.OR'L® BY THIS YpRK FROM THE 51re Alm DISPOSE Q THEM IN A LEGAL MANIER. !~N /E OFAD A'A HLRFffl rwn lu LEADERS. BETA N NATRAL SHAPE HATE SLRVEI'ORS TAGdN6 gHE b' LENGTI - ]' % 2' ST .E~ DRNEN IMO eR1x.PlD AT AN ANGLE, TEN TTDHTEIFD o vatrwAL PoslnoH D' M1wnn LBNGTN, STAKES AT 120• AIGLE ARBOR TIE LOIPEGnONS ~OF ROOTBPLI. SHALL BE Amore F1W5N GRADE 9` MINIMM HAGH LAYER INSTALL MRLH Y AWAY PROM TWMK III .. FN EH GRADE I ul AERATE E%ISTItK 501E 1 BALKWLL E%ISTIH6 SLBBRApE 2%, '-- APPLY FERTUZ[R TABLETS OURINb TREE TOP ~ M~ODLE OF ROOT F1~A55~. l1~BN TREE _STAKIN6 AND PLANTING DETAIL ~' $AU ;CQ RIM WIn19' MA4N ON TOP (YBE11 NECESSARY) SNKLit SHALL EE IMFORlT AND (FATLY LOIGTRUCTEU. CONTRACTOR SHALL REMWE STAKING PND GUYING MATERIAI5 AFTER UE GROWING 5F SON. A ,, ern ll(II~MI a I ~lyi~~lik; ,, ( h~~ -. YBeS BAAP PM AT 4 }% .. WXE rIe reC9 'Y )'~ .' ~_ YAte TM~a R.i~O TTPN./L /F~I M21. R~rJ yl,: I _ ~' I ~I ~FlH ~~ ~ vl~UrivlUr ~p+b Tww ~U=d!5.."IL~~U.nWr-ILm ENfrnO xIT+AOC PALM STAKING AND PLANTING DETAIL ...~- T -' ~ 9' MINIMM MACH `i P 'j.. 1A I `: ' AERATE E%STIND 501E BACKPIU. ~ 1 ~ EWSTINB SOIL 1n In . _. ~I. /.PI1.Y FERTILIZER TABlET9 DALIN6 PLANT TOP AMJ MUDDLE OP ROOT MA55~N SHRUB PLANTING DETAIL pI~LflIPUMTei OA' - ~ ^ 'T ~ A~ FCTYRa'X ZN GROUND COVER SPACING DETAIL TREE BARRICADE TREE PROTECTION NOTES A BA~'~' U DRilro LAND ALTERATIW MD LONSTRIGTON ACnVITIES, IT SINLL ce UFAhgI.. I. TO PR02Cl All TIE ABOVE 6RORp FROTIONS OF M TREE FROM DAMAGC. 2. TO PROTECT SOIL (FAR TREE FROM COrPALTON Alm PfEEVEIR ROOT DAMhBB. VEGDTAnON BY BWRIfIIG Oft TO PLAG: All 06,0°vITS, f~1R15. S 9. TO PROVIDE PHY5ICPL A11D N9TTK AWARENI"i3 oP TREES FR SEt X TO EQIIVMENT OLVENTS. MACHIIE.ftY p2 LON9TPoICiION MATEWAI OP ANY KIND WT11N TIE CROW-l SI+RF.\D. NTRAri P i0 MA PIT r OPERATORS AIA n DRIRINE OP A TREE TO W]•V.IN. AM NO HEAVY EWIFIENT INSIDE BARRIER; ONLY NAND LABOR 31 Ei30RC COtISTRWnOn STARTS, ALL PROTECTED TREES SHALL ~ FfL1I@D AS POU1Axi. iYAAF TREES io IZ' CLEAR TWRK IE A M R ' tK R ~` J. - RB'OVE DEAD Alm IN,IA® R-+ ~ PLACE ro CdYTW1Cn MATBUAL OR AIL OEPOSIR IN51VE BARRIER AREA 8T~A085ER.VI1 ~ Tw0 s HPLE RlE9 A TREES LINNLE POR 911RVI VAL I5 IG , EMOVE PM DEAD OR OFLE SFD TWI S 0 BRANS-lP" Alp RptOJE lE4K OR CRO55® BRANLKS. ALL CUTS SIULL BB nADE SUFFIU@TLY CLLY:,~B t0 TIE TRIMK OR PARENT LIMB, WITHOII LInTINS IMO THE BRANCH COUlR OR LEAVINS A PROTp1AR1G STIR, A TNAT GLOSLRE CAN REPDILY STMT. ~ r ~ ~ TWOS. TRIM M LEAD[P5. RETAIN NATUTAL SHAPE. ~~~,F .A~TW25 OF INaT~BAy^Eg I MAlrvl ~RAD~ I OR '6 WIIUEVER 15 GREATER HIMIND 5NN-L EE OOIE IN ,COftDN1LE HIT( TIE MLXIL/J! NAnONAL STANDARDS ~ .t+.^ ": ~ ~\ " a ' ~ IND HAfdh XAS. L9 OF TIE pRIPL1IE OR D' B INSnTVTE fAN51/ A-BOO PWMIItB 9rANOARDS. ` i - ° p ,•)~~. . r.~s,. ' H MGfRVER 5 BT>EAl£R. aF IBZrxnoN (SEE wAe AHU 91 ROOT fRLNING SNPLL OLGUR IN TIE LOCATIONS 5lgid ON T}E PLAN. CONmPCTRE SHALL y ~ _ ~ MINIMM IEIBrIT OP UPRIBIn9 9' A!p ro LFY TNM 3' x ]' LUTiER. , ~ ' ' SEVER TK ROOTS CLEAN, WITH A SHARP INSTRLMENT, TO A 0111 OP ID'. A Z' LAYER OF HIAGH sNnLl BE lroE121ATELr APPUm owe THe R F s ' P B. I,PRIBIfT }bLtD BE SPK,ED AT N MERE TNMI 9 INTERVALS. - S HORIZONTAL MB-EERS OF NO L£J TV^T I• %2' LIMtA:R. L' . Gw ALE DF ~ oT,EO RooTS a wDTPCTEO T EES. A 901E HIDER W LL BE LF_i9 TO BORE UOER ROOT SYSreMS IiFN UTUTIE9 ARE TO BE' INSTAL.IFD WTHIN b' OF A fRORCTED TREE. LONIRPLTOR 51 NLL fitOT9DE A b' RADNa MAU+ ~~ WNG Ai A DEPTH OF 5' ARgAp ALL EXISnN6 TRECS TO IgTMIN. I RQITBALL SHALL - M _ - I. TMARRIER9 ARE i0 BE ERECTED MUMU All TR@~5 9` OBH AIp GREATER TO REMAIN. 15 M5i BE DOIB BFT-OTE WIGTftIKnON. ARADINO. OR AM TRffS ARE REFpvED. 1) AODITONALLY, [42ANCIY=. THAT lN1ERR E W1H C015TRlGTON OF BIILDIH6 SN/J.L BE PFMED. ~ AC F ~ 15H GRADE ~ ~ ]. OBA~RRIAE~ ARE TO RE1N.1N IN TALE UMIL PLL PAVINS Alp CONSTWKTION AREA VEAW Pn IIPHp2T IS p,t OP THE ARPA 3' MINIMIM MAGI IJ.YER . 3. TW£S Y pBH ANp BREATHE TV.T ARE LOCATED W TH N O OP TIE IAi UpER coNSmLnoN sNALL ALA Be PROTecTm Br A BARRICADE. ROOT AND BRANCH PRUNING NOTES ' Iy~ I PW111N8. BEFORE GRADING, PPD PRL ARATIOH OR EXCAVATION FOR PARY-IN6 AREA AERATE E%15TIR5 .'OIL BALKFILL I I ~ & 2 % 1' X ]' ,' 1 GLRBi, 51DF:WALKS, OR oRIVElY.YS. THE ROOTS OF IMPALTEm TREES MFiT BE iR111® WITH APPFOVEO KLIP ]R OIE Tl Or E .~ EX15nNG SIIL`EaR/.G£ - ~' ~ `t ~ ~ L L 7 5 I r T T gnS1D pF BARR ERs ALL RCOT FRI.NIN6 SHALL. BE LOIUICTED BY A L LB1C5® CERTIFIED ARBORIST, Afp MAY REQUIRE THE CItt5 ARBORIST t0 Be PR[SENi DFi NG THIS PRCGEDFE I r .I. --. ~ v I' % 2' ~ D j ~ . U A DETAILED REPORT CVfLINMG TIE FEOUIRFD ROOT RdMING P q:®I~ SHALL BE R+EPARBJ BY " r . APPLY FERTLIZER TABLETS OLRING TREE ~ INSTAIIATMIOIL q.ALE TPBLETS B[TW N OP PfD ppLE OF FOOT MA. ~ ~ ~ \+`~ l \ '~~} ~ J~ I . • A LIYRNS®, CHiTIFFD, EON TNB ARBORIST, TO BE ITTm ~ TO A LAIp~ APE APLHITELT FOR APPROVAL. . - ~~- ~ - 1 ~ ~ ALL DAnAGm RDOrs ARE TD BB IJlPCSED ro 50U® nssLE Alm SEVERED cLEArn_Y. MULTI-STEM TREE DETAIL I .FIOCb BAFavCit ~~ I utlq> BARTtIBt ` II TS SHALL BB PWA® TO A xmrN OP la INCHES B60W TIE f`J(ISTIND 6RPDE aR TO ~ A' SAWER RIn W TH 9' T9iLGH ON iOP MErI NELEhMY). I . I I } li ff DEPM 6 DISTLRBANLP IF LE59 TMT ID INLNC9 FPdM TIE EXISnNB GRADE. SAIKER SHALL BE UNIFORM Atm NEARY LONSTFL'LT®. (~. ~ 1 j _ _ 6 C., -, p .. "~~ 3) FROPNYLPCTIC TREAMIJTS, SLGH S THE APPI.ICAnON OF FUffiIC pE5 IMO LIE PWM!NG _ I _~ P f I FL TRBGH, WLL BE REOUIUD TO ENSURE TIE LEAST AMDIMi OF DAf46E TO PpAm F005. I I: I ~I ~ RILE - J ~ - 0.LL OWPLItE . , al AFTER COITLETION OF ROOT PRIMING. ALL BARRIERS ARE r0 ~ REINSTALLEp, AND , .. __ _ DTtITINe ~ - ~ - TIE AREA INSIDE TIE BARRIER 15 TO REGENE Gd2L' AERATION. tlARDWOODS PINES 5) ADEDUgre WATER M5T BE SUPPLIED TO ROOT PWltgl TTtFB TO AIDE lu RNT REGPMitATON Alm G ~/ qE STTIIM. 6) BRAIG FERFORMF PRIOR BE ~ Ai A IT O CLP RINB B LILBNE~ LER LED AFBORl9T K .OROIN6 PRLNINS STANDARDS. .... rx ~nxLl, ~:~ x: tillf .. 'PII'rin~•, .x ___ _,., °'' ANDERSON LESNIAK LIMITED INC. SAMTER HOMES TREETOPS II ~ - ~' Anux,nrc necTeLTS n r-s~ •ul SRO TTiuily LvneN -LA~ HBPI s. wrsrsnoRT wu r rA~ln 5 N • St. Pelercburg, floridB 33716-1200 LANDSCA PF. SPECIFICATIONS & © (D 71aT195B5F,.'BPI : ~...~, ¢ ,... DE'PAILSPLAN - ' „.. , , ..K,.. .. „„~ .: osz.n Phonz: (7271 573-1338 . ~... „~ °.,.. i ssa,e---, s~~~ 3~b~a, - ~ , --, ~ I I ~ ~ ® ® ~' ~ I ® ' ~ ~ ~ ~ -- ~ I -- ~ - -~ql ~ s~.~ ~~~ i -~- - i - ---~ ------ ---~- ~ - M0 --- -{ ~ ---- i - - ~ - - - ~~~ ----- . ~ 1 ' - ~7Lx~ m M m m _ __- m m® ~ _--._ _.- ® ®6 _..___ -_ ~ ~ ® ~ oo^^~ ^oo^ ^oa^ @ ^^^^ - ~ -- ~ ~~^at=ia~ ~ ® ,^^^^ oqo^ ~ ^~~^1 - -_- ®~ ® ~ ooo^ o00 l ~ ^^ool~ ^^^^ - ~o ---- - oo^ - - ^^^^ ^^ ao n~_ __ _ _ hay-: ^oo Q~=_. - ~0 00 - -- - oo^_ -- _~QQ_ - ^^^^ =- oa ---- FRONt ELEVATION: 6 UNIT BUILDING ~x-F-_~ --__--_ .-.--__.. -_-._ --_...__~ .~-----.. ~_---_ 9l6~--'- l ~..J ,~ ~- ~rtx~- - - - - - _.~" ~.. ~ ~ ®, ---.. RIGHt ELEVATION: 8 UNIT BUILDING J _.. _..__ , u. _. d '-.. ' I Me~wY -..-- ` sry-~ .__.- LEFT ELEVATION: 8 UNIT BUILDING SAMTER HOMES """" sBaTriniryLaneN TRE$TOPS II ._ I_ St. Petcraburg, Florida 33716-1200 PLANNING DEPARTME T EXT.F,RIOR ELEVATIONS Phone: (727) 573.1338 REAR ELEVATION: 6 UNIT BUILDING n~lr_l~lnl RECENED ~7 -~ll~F~l v~ ALL r~w~5 - ,~c.o-v R P do ~ ~7 P , td L~ D 15-7" A n.Y~ F~.t?r~ F~ a ~ s N 6c Rv~[= To ~ ~P ~ Pp~P~' ? A ~_ -~. LEGAL DESCR.[PTION LEGAL DESCRIPTION pm OfBClal Recarda Boalc 11781, Page 1081 A parcel of land situated In the Noriheaat 1/4 of the SouMweet i/4 0/ the Sautheaat 1/4 of Section 1& Township 29 South, Range 16 Eoat, Pine68e County, Florida, prlaed o/ those portlona of real pr arty tleae+ibed In deeds recorded In O.R. Book 124, page 235 and O.R. Book 8750, poge~1814 of the PuBlic Reeorda of Pbellae County, Florida, which lying South f Druid Roatl deeWbetl In deed recorded In O.R. Book 1281, Doge 245 f Id Records, and North and Weal of property of FLORIDA POWER CORPORATION described In dead retarded in O.R. Book 1282, page 290 of said Records; oil of which being more particularly daaMbed as fellows: From the center of Seetbn 1B, Township 29 South, Ronge 16 Eaet. Pinellas County, Florida, run SaumB9'41'18'East along the NorM line o/ the Southeaal Quarter o/ Bald Sedbn and along the eenterllne of Gull to Boy BouloWM, 834.1 feat to a point; thence South0190'S2°WeeL 138248 foot, more or lee0. to the Intwaectlon with the Scum line of Druid Rood (100-foot right of woy) for the POINT OF BEGINNING of the roparly herein deaaibetl: thence South89'14'OS'Feat along the South Pbe of Druid Road, 400.05 feet, m or leas, to a crate m ument on the weal Ikie of properly of Florida Poww carparatbn Eauibed In deed eeorded In O.R. Book 1262, pogo 290; thence South01D1'28'West abng the Weet line of eab property of Florida Power Corporation, 282.87 - feet, or less, to o conaele m ment; thence NorthB9'14b5'Went olonq the rNwth Ilse o/ sold propertyu of Florida Power Corporation, 400.0 feet, more a lean, to a oonuete onumant; thence NorthO1W'S2'Feet, 282.97 feel, more or leas, to the POINT OF BEGINN9IC. TREETOPS II CLEARWATER, FLORIDA CONSTRUCTION PLANS cep 2 ~ 205 ~o~a~y4~n~T r,~ti^>rkr~. SW 1/4 OF THE SE 1/4 SECTION 18, TOWNSHIP 29 S, RANGE 16 E PINELLAS COUNTY, FLORIDA N ,~ ~ - n 1.n~ I ~' Q-~4oc ~ ~ f ~ ~ ~t ~ ; } aq er 1 ~ ~ i y - _ ~..._ ~a ~ •--. z r i * ° ~ ( ,.xfie = y 'p NTS ' ' , .( Its y• ;s . fi ~, 4 y 1 ~, ~ _ , ~ 4} `.] 14C ~I ~' ~ .' ~Ype EAw ~. ~ ) 1 1 ~1 ~ L d '~ 1 nr r ' cM n ` T ~ a~ ~ •~ ~', ~ t r ~' ,, ,_ _. ~ k n 1 r, r„;C`~ 5 ~ ~ > 1 e, 7,,,.~e ~ f $ v r , ,~ ~ I - > K 7 B ~r ~ lay .' E ~ ~, T ?., ~ p, b. ~T er .M - , ~ C1 ', I '" r ~ :f w W ANNINO LONTRACTOft TO CALL -SUNSHINE STATE ONE CALL' I-800-eJ2-4770 49 HWR6 PRIOR i0 ANY CLEARING OR CQN51RUCnON FGR E%ISPNC UaLITY LOCATCNS SAMTER HOMES 580 TRINITY LANE N ST. PETERSBURG, FLORIDA 33716-1200 PYi01~F d?7) 671898 DRAWING INDEX SHEET TITLE i COVER SHEET 2 NOTES AND SPECIFICATIONS PLAN 3 STORMWATER POLLUTION PREVENTION PLAN 4 CONSTRUCTION SURFACE WATER MANAGEMENT PLAN 5 EXISTING CONDITIONS & TREE DEMO PLAN 6 PRELIMINARY PLAT 7 HORIZONTAL CONTROL PLAN 8 PAVING, GRADING & DRAINAGE PLAN 9 WATER & SEWER PLAN 10 PAVING, GRADING & DRAINAGE DETAILS 11 PAVING, GRADING & DRAINAGE DETAILS 12 WATER & SEWER DETAILS 13 WATER & SEWER DETAILS 14 LIFT STATION DETAILS vrau o R ie/po~eraoom/wwMoo • 1e/aaMeMaoo/uoNaoo mwurNe man¢ .ems R/op o .emeNa ~ - ra - TOML LOT ANA ].lpY K (n>Rra er) Le04e A< (11SLe w'1 igro0 ar pnN) OretllXe UMR vaswr ua 0 vAUwr >0 T'(KR tall Sa1Ne) Rmwwnw<~ uopoaiure mwm asomnra auegxo wmrr: N/A w yr e0 rt pAq .wr • N/A o1Aar eI (ease) - BUU1M (aR X/A lobe B (wll~ - vavann us urA (srt. n/A xa7e7 s (sseq - aenrix (a!h x/A 7~ee w'(nm7 - ~r 1laaea 6r aeaa >9 (r9.8q - euapwa tcTaAara rxalr Mk x/A art n ~ ger0 marr (wA w/A r1 (wa0 IaeNr (ah N/A 3Ae rt >d R Nn) rwanT (q: n/A ra7 n e yr qa) ee mACte vueaa m 0 rm uwn Nw s eowlaxu ®Am Jo urra 1.> ®A® vaR uNw m fYA1I3 nom mt moewn vuss nlwed maxnalma a04Dfrux w' rtp ~~ a xani ann: ur.. raR Lumsr va srz • seErers s¢ uvnsuvE vun 04047 DATF4 06~OBi~06 Gulf Coast Consu}ting, Inc. land Development Consulfing ~ 138251wtBhM Suite 605 Clearwater. 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MSTALL STAKED 9LT FENCE AS INgGTm W TIE CWSTRUCTW PUNS. Z. CLEM LAID dKlB FOR PONDS TO BE USED AS SEDIMENTATW BA9N5. J. EKCAVATE POND FOR SEDIMENT TRAPS FOR 91E RUNOFFS. {. eEDM WlLOmc consmucnW. 3. CONSTRUCT q`hA9W SWNES ARWND PERMEIQt OF 97E TO POND, AS NECESSARY. 8. INSTNL STORM SEVER SYSTEM AND ITS 9LTATW PROIECTiW, UTLITES AND WT FP1L STRUCTURE ]. IXGVAIE 1HE REMNNOER OF TIE PWOS MCURIMG REMOVAL OF 9LT DEIN6n5. B. STABILIZE PARKING LOT. B. CONSTRUCT WRB. BASE AND A9'HALT. 10. COMRETE FlNM 9TE GRMING 11. INSTALL PERYMENT UNOSCAPING tl1 91E. RFPNR ANY WASHED WT AREAS 12 K11EN CONSTRUCTW ACTMtt 5 CWPIEIE MO ME 9TE IS STABNZED, REMOVE Efl090N PROTECTW DEMCES AND AND PUCE 500 AS NECESSARY. NAME OF RECDNNG WATQES: 9TE DRAINAGE 'MLL SHEEP LLOW M A $WTiGSTERLY OMECTW AO20SS A PROGRESS ENEPOY SUBSTATW 91E AND EVFNNNIY INTO THE US 1B DRNNAfi SYSTEM. POLLUTION REDUCTION CONTROLS EROSION AND SEDIMENT CONTROLS STABILIZATION PRACRCES MNO fR09W STA91uEATW - 1HE CONTRACTOR SNAL. DENUDE ONLY ARUS WHFAE IT IS ENPECIED TO 8E GRADED OR N.TERED NITIIN A TMD (2) MEIX TIRE FRAME ALL PEPNWS AflE/5 OF TIE 91E MCLDDED IN GRADNG T1AT ARE tNST1RBED DURING CWSIRUCTW SHALL BE GRADED AND PREPARED WTH A CWBINATW OF SOD ANp/gi SEEDING AND MULCHMG PAD AREAS M1TfIN NNRE UNITS WIiERE EARTIWORN IS CWPLEIED SHALL BE CWMEIELT SEEDED AND MULCAIED. AREAS WHERE CONSTRUCTW OPFRATW5 WLL BE CWTNUOUS, NGITVE DI/ST SHALL 0E MANAGED BY APPLWNC A WATER SPRAY TO SANRAIE THE 91RFACE SgLS ON A ONLY BA95 (OP AS N®ED) TO MAMTNN MINIMAL WSf TflANSPtlET. NCITVE W5T 91ALL BE NWITORED CONTNUWSLY ANO DITWM MEA91RE5 MAY NEED TO BE TAKEN TO CONTROL OR 9TE 1RMSPORT a UNACCEPTMLE IEYELS OF WST. TMPdtAR~crABltl)ATHM -LOP 6 SqL STOCK MLES ANO gSTRTTED PORTWS 6 TIE 91E NFIERE CONSIRIICTON ACTNTY TEMPORARILY CEASES FOR AT (EAST 2/ DAYS SHALL BE SFABILI2ID N1T1 TFMPORMY GRASS AND MULCH NO VIER TNM 11 GAYS fApA TIE LAST CWSTRUCTp1 ACTWtt. CRASS SEED SMALL BE A MIKNRE OF 20 PARTS d' BERMUDA AND 80 PARTS OF PENSACOU BAHIA TIE SEPARATE TYFRS OF SEED USm SHALL BE TigiWGIRY DRY MI%ED &MFdA1FLY BEFORE SOYANG SEED WHICH HAS BECWE WET SHALL NOT BE USW. TIE MULCH MAIETRAL USED SMALL NgiMALLY BE DRY NULW. DRY MULCH SMALL BE STRAW OR HAY CW9511NG DF OAT, RYE OR WHEAT STRAW. OR tx PANCOU. PEANUT. COASTAL BERMUG OR BANTA CflA55 HAY. ONLY UNOETERIORATED MULCH WNICN GN BE READILY WT MTO THE Sql SHALL BE USED. AREAS OF THE 9TE WHICH ARE TL1 BE PAVED WILL 0E TEMPORARILY STABIU2ED BY APPLYMG STA9UZATON AHD BASE. FFRMNIFNT : A~]IaN - MS'NPBm PgtTONS Of THE 97E W11FHE C04VSTRUCTgN ACTNtt PERMANENTLY CEASES SMALL BE STMILRID MTH SOD NO VIER TIAH 11 GAYS AFTER UST WNSIRUCTW ACTMtt. STRUCNRAL PRACTCES fA09W PROTECTW - WRMC TIE CONSTRUCTW PHASES, APPROPRATE PRACTCES INQUOINC, BUT N07 LIMITED 10 9LT FENCE BARRIERS, HAY BAIFS AND WATERING OR OTHER METIWS NECESSMY WLLL BE IMPLEMENTED TO CONTROL NtlTVE WST. _MYNT BASR1s _ THE STORM WATER MMAGEMENT ARGS (REIFNTON AREAS) MLL SERVE AS SEDRIQIT BASMS WRING TIE CONSTRUCTW PERIW. AT THE CONTRACTOR'S DISCRETW. THE SEDIMENT BA9NS 'MLL BE CWSIflUCTFD TO THE DESIfM CROSS-SECRW OR A MINIMUM OF 2-FEET Bk10W EIOSTNC GRWND 10 ALLOW THE 9LT TO BE COLLECTED AND REMOVED PRIOR N CWPIETION OF THE GRADING. STORM WATER MANAGEMENT SIDNM WATER DRNNAGE MILL BE FRONDED BY A WRB. STORY WATFA AND GiCH BA4N SYSTEM TOR ME DEVELOPED AREAS THE AREAS NOT DEVELOPED 9iNL BE GRMFD TO LE55 TIM 2f ROPES AND HAVE PERMANENT SEFIWNG OR PUNTNGS WHEN CONSiPUCTW IS CdAPLETE TIE 91E WILL DRNN TO STEAM WRIER PWDS THAT WERE UTLI2FD AS TIE TEMPORARY SEDI1ffNi BA9N5 DURING TIE CONSTRUCTW PROCESS ANY ACCUMVUIED SEDMENT SHALL BE RLTJOVLD FROM TIE SEDIMENT BA9N5. IT 15 THE RESPW981UTY OF THE CWIRACTOP TO CWSiRVCT ALL RETENTKW/DETENTW ARUS IN ACCORDANCE MTi ME APPROVID CONSTRUCIIW PUNS SPECIFIED OTHER CONTROLS WASTE DISPOSAL W aA IF Y~•_!IERIAI ~ - ML WAS1E MATERIAL SHALL BE CgIECTED AND CONTNNED IN A CONTROLLID ARU PURSUANT TD STALE AND LOCAL SWD WASTE gEWUTWS NL IRASTI AND Cg1STRUCIIW MBMS GENERATED FRdJ CONSTTICTI011 IS Tp BE REMOVED FROM TIE 91E AND g5PO5ED OF APPROPRIATELY, NO CWSTOICTW MAlEfl1AL5 91ALL BE WMED W 97E ALL PEIi5p1HEL SHALL 8E INSIRUCim REGAROMC THE CORRECT PROCEDURE TOR WASTE 05POSAL NOTCES STAIWC THESE PRACTCES SHALL BE POSTED M THE W 91E OFFICE TRAILER AND TIE CWSiRUCTW MMADEfl RFSPW9BlE FOR TIE DAY TO DAT 91E OPENATWS SHALL BE RESPON9BLE i0R SEEING THAT THESE PROCEDURES ARE fOLLOEKD. HA>ARINNi AcrF _ IF ENCWNTERED, NL WAS1E MAIERIAI9 91ALL BE g5P0.REO OF M ME MANNER SPECIFlm BT STATE ANO/LOCAL flEWUTONS TIE CWTRACTOP SMALL BE RESPW90LE FOR SmNG TIAT THESE PRACTICES ME FDILOWED. SANITARY wASIE -ALL SANITARY WAS1E 91ALL BE COLLECTED FROM PORTMLE UNRS BY A LICENSED SANITMY WASTE NANAQLIENT CWiMGTgE AS REWIRED BY STATE AND LOCAL 0006 AND REWUTd1S OFF SITE VEHICLE TRACKING -STMIUZm CONSTRUCTOR ENTRAN6S SMALL ~ PROWOm TO NElP REDUCE OFF 91E VEIIW.E 1MgtINC OF SEDIMENTS. TIE PAVED STREETS SHALL BE GLEANER AS NEEDED ro REJAOVE ANY IXCE55 YUO, DIRT OR ROCK TiACNED FAW THE 9TE DUMP TRUCKS NAWNG MATERIAL FROM TIE 9TE SMALL BE COVIIVED WITI A TARPAULIN AT ALL TNES TIMING OF CONTROL MEASURES AS MgCATm IN ME SEWENCE ~ MAJOR ACTWTES $THRD SILT FENCE STABILIZED CONSTRUCTION ENTRANCES AND SEDIMENT BA9N5 SHALL BE CONSTRUCTED PMOR 10 CLEAPoNC OR CRAgNO a< ANY OTHER POIITWS OF THE 91E AREAS WXERE CWSTRUCTW ACTNtt IEMPONIJOLY CEASES iqt MdR THAN 21 DAYS SHALL BE STMILIZED WITH A IEIAPORARY OHA55 AND MULCH W,Ti1N 14 DAYS tx TIE UST DISNRBANCE. ONCE CWSiRUCTW ACTMtt CEA56 PFFAIANFNTLY THAT AREA SMALL BE STABILIZED MITI PERMANENT SW. LATER TIE ENTIRE 9TE IS STABWZLD, TIE ACWMUUTiD SEDIMENT SHALL BE REMOVED FROM THE TRAPS ANO THE STAKED 9LT FENCES SMALL BE RFNOVID. CERTFlCATON OF COMPDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS 7HE SiCALI WATER POLLUTW PREYETITW PUN REFIECiS THE dtt OF dEARWATER ANO THE SWTiWFST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) REOUIREMENIS FOR STORM WATER MMAGEMEtIT ANO EROSION AND SEDgET1T CONTROL AS ESTABLISHED BY THE qtt OF CLEARWATER EROSION @ 9LTATW CMiROL POLICY AND TIE NOMDA MNMISiRATVE CODE CHAPTER IOD -{ ANO 40D-10. To ENSURE COIAPUArCE Tws PLAN wAS PREPARm m ACCONANCE WTN sNTY'MO~S ^BA95 OF NEWEW FOR 91RFACE WATER MANAGEMENT PERMIT APPLICATWS MTTBN THE SWTIWESr NOPoDA WAIEA MANAGEMENT gSiRICf. MAINTENANCE INSPEC110N PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTON AND MAINTENANCE PRACTCES ME9: ARE ME MSPECTW AND MAMTENMCE PRACTICES THAT SHALL BE USED TO NNNTNN ER09W PNO SEDIMENT CW1RW 1. 1E55 THAN ONE HALF Oi TIE ATE 91NL eE DENUDED AT ONE THE 2 ALL CWiRLK MEASURES SHALL BE MSPECTEO AT IEASr ONCE GW WEFT( AND iOLLOWNC ANY SIgtM EVENT 6 0.3-01CN6 OR GREATER BY A CONTRACTOR'S REPIrESEt1TATVE 3. ALL MEASURES SHALL BE MNNTAINED IN 6000 WDRKMG ORDER; IF A RFPNR IS NECESSARY. IT SHAM BE INInATEO WTON 2{ NWRS Q< REPgtT. {• BUILT UP SEDIMENT SHALL BE REMOVED FRW 9LT FENCE WHEN IT HAS REACHED WE-THIRD THE HDGHT OF THE 9LT S. ~T FFICE SHALL BE MSPECTED REWLARLY FOR DEPT1 dF SEDIMENT AHD TEARS ib SEE IF THE FABPoC IS SEWREEY ATTACHED TO THE FENCE PO515 AND ro SEE TUT ME FENCE POSTS ARE FlRNLY IN T0: GRWND. B. T4. SEDMENT BA9N5 91N1 BE INSPECTED. DEPTH OF SEDIMENT AND WRD UP Oi SEDIMENT SHALL BE REMOVID NHEN R RGCNES 10F 6 TIE DE9GN CAPAtltt OR AT T& ENO aF TIE JOB. 7. IEMPgiARY AND PERMANENT CRASSMG AND MULCIIINC MID SWOMO SHALL BE INSPECTED FOR BARE SPOTS. wA5HWT5 AND HEALTIT 4ROWM. B. A MAMIENMCE INSPECTION REPORT SHALL BE MADE AFTER UCH INSPECTON BY THE CONiRACTgi AND SHALL BE KEPT M AN ACTVE LAG RGgLY AVAWABlE AT ME JOB 9TE 9. EITFRR TIE 9TE SUPERINTENDENT OR HIS DE9GNEF5 SHALL BE RESPW98lE FqE IN~ECTWS YNNIENANCE RFPNR MTWT6 AND CpAPlE11NG THE INSPECTON AND YNNTENANCE REPORT. 10. PERSONNEL SELECTED FOR INSPECTION AND MNNTEIIANCE RESPON9801TE5 SHAH RECEIVE TRNNMG FROM THE 91E SUPERINIENOENT. MEY SMNL BE iRNNED M ALL iNE MSPECTW AND MAMIENANCE PRACTCES NECESSARY fDR KEEPING TIE FR04W AND SEDIMENT CONTROLS USED W 9TE IN GOOD WORI(INO ORDER. NON-STORM WATER DISCHARGE IT IS ElmEC1ED THAT THE FOLLDYYMC NON-SiDflM WAiFR gSCHARGES 'MLL OCCUR FROM THE 91E WRING TIE CWSiRUCnON PERIOD: 1. WATER FRW WATEN LINE FLUSMINO. 2 PAVCIFTIT WASH WATERS (WIRAE NO SPILLS OR LEAKS Of 10%IC OR NAZARDWS MATERIALS NAVE OCWMED} J. UNCWTAMINATED CRWHOWATEA (FROM OEWAIERINC EKCAVATW). ALL NON-STORM WATER DSCNARC6 SHALL BE gREC1kD N TIE SEDIMENT BA9N PRIOR TO gSCHARGE. NON-STORM WATER DISCHARGE IT IS EKPECTED iNAT ME FTA10M1NC NON-STORM WATER gSCHAROL3 SHNl NOT OCWR FRW TIE 91E OVRMG TIE CONSTRUCTON PERMW: GVNCKTE FExnumes DElEROENTS PE11101EVN BASED PIIODUCiS PLANTS (ENAMEL AND UTIX) AHD NELS METAL SNOS CLEANING SOLV9R5 G1A55 WOOp TAR MASONRY EROCN SAND ROOFING 9UN(dE3 STONE SPILL PREVENTION MATERIAL MANAGEMENT PRACTCES TIE FOLLOWING ARE THE NAIEItIAL MANAGEMENT PRACTICES THAT 9fALL tiE USED lO REWCE TIE Po9t OF SPR15 OR OTTER ACCIDENTM EXPOSURE Q MAIERIMS AND SUBSTANCES TO STORK WATER RUNOFF. 0000 NODSFl(EFPING THE iOLLOMiNC COW HWSENEFPINO PRACTCES SHNL BE iOLLOWED 011 91E WRING IFIE CONSiflUCTW PRGIECT. AN ERORT SHALL ~ MME TO STORE WLY ENWBI PRODUCT REW3RD Tp COYFKETE THE PRGECT. ALL NAIERINS SIGNED W 9TE SHALL FIE $ttAED IN A NEAT ORDERLY MANNER M T19fl APPROPRIATE CWTAMERS IND IF Pp59BLE UNDER A ROOF OR OTTER CWTAMED FNWOrIRE. PRODUCTS SHALL BE KEPT IN M9R ORIGINAL MANUFACNPERS Arm rO CWTAINEIIS. 918SFANCES 9iNl NOT 8E WKED MTH ONE MOTHER UNLESS RECWMENOED BY TIE NMUFMTAEER. WHENEVER POSSIBLE. ALL OF THE PRODUCT SHALL BE USED 86gEE gSP09NG a' TIE CWTNNER. NANUFACNPEPS RECWMENDATWS TON PROPER USE AND q~OSAL SHNl BE FOLLOWED. INE 9TE SUPEPoNTFNDENT 91A11 INSPECT ONLY IO ENSURE PROPER USE AND gSPOSAL OF MAIFAIMS ON 91E. ~LCT3' THESE PRMTKES ARE USED TD REDUCE THE RISKS ASSOtlATFD WnH HAZARDWS MATERIALS PROWCiS SHALL BE KEPT IH OPoCINN. CWTNNERS UNLESS THEY APE NOT RESENABLE OMGMAL LABELS AND MATFRIM SAFETY DATA SHALL BE AETNNEIY, TIEY CWTAIN IMPORTANT PRWUCT MFORMATW. IF SURPWS PROWCT MUST BE DISPOSED <K, NANUFACNRERS OR LOCAL ANO STALE RECOMMENDED YElT10D5 OF PIIOPER pI5PO5Al SHALL BE FOLLOWED. ALL W 9TE VEMgES SHALL BE MONITORED FdE LEANS AND RECEIVE REWUR PREVFNTATVE MARITENANCE TO REDUCE TIE CHANCE OF LEAKAGE. PETRgEUM PRDDtIC15 SH/J.L BE STORED IN TGHILY SEAIID CWTNNERS WHIW NEE gEARLY LMEIID. ANY ASPHALT WBSTANCES USED ON 91E 91A11 BE APPLIED ACCORgNOLY TO THE MANUFACNRERS RECWMENDATONS FF8DMg65: FERTLIZERS USED SHALL RE APPLIED WLY IN TIE MINIMUM AMWNT RECp1YENDED BY THE MANUFACTURER. WCE APPLIED. FIATLIZER SHALL BE WORKED MTO 111E SOL TO LIIOT ElROSURE TO STORM WATER. S70RACE SHALL BE IN A COVERED SHED. TIE WN1LH15 OF ANY PMTNIY USED BRCS OF FFRTLIIDt SHALL BE TRN/SFERRED TO A SEALABLE PUSTC BIN TO AVOID 5%LL5 P3M75: ALL CONTAMERS 91ALL BE TIf,HTLY SEALW AND STORED WHER NOT REWIRED FOH USE. IXCE53 PLANT SHAH NOT BE DRCHARCED 10 THE S1gD1 SEWER SYSTEM WT SHALL BE PROPERLY gSPOSED OF ACCORDMC N MANIFACNREAS INSTRUCTWS OR STALE AND LOCAL REWUTONS nN(RETF 1RLIXe• CWIRACIOR SHALL OE9CNAlE AN AREA i0R DSdIMGE QF S11RPW$ W11CRElE OR DRUM WASH WA1FR AND 9iN1 INSTNl A CWTNNMENT BERM ARWND TITS AREA TO PITEVIIIT RUMOR TO THE RElINNOER OF TIE 91E HARD DEBRIS SMAll BE DISPOSED OF BY CWTMCTOR UPW COMPLETW OF TIE PROECT. SPILL CONTROL PRACTICES IN ADgTW TO THE GOOD NWSENEFPINC AND MATERIAL MANAGEMENT PRACTCES gSWSSED IN ME PREMWS SECTONS OF THIS PLAN. TIE FOLLOWING PRACTC6 $MA11 BE FQLOWFD FOR SPILL MIEWITW AND IXEAHUP: MANUFACTIflFRS RECOMMENDED METIODS itlE SPILL CLEAN UP SHALL BE CLEARLY POSTED ANO 91E PERSONNEL SMALL BE LAME AWAflE aF TIE FROLEDURES AND TIE LOGTON OF TIE INFORIAAnON AND CLEM VP SUPPLIES. MATF1OAlS AND EQUIPMENT NECESSARY FOR SPILL CLEAN UP SHALL BE KEPT IN TIE MATERIAL STORAGE AREA ON 9TE. EWNNFNT AND NATERWS SHALL INCLUDE Wi NOT BE LIW1ED TQ BROOMS DUST PANS MOPS. RA05. GLOL£5. OOCGLES pltt UT1FR, SAND. SAMWST AND RASnC AND METAL TRASH CWTNNERS. ALL SPILLS 91ALL BE dEANED UP MMFDIAIELY AFTER gSWVERY. TIE SPILL SMALL ~ KEPT Wfl1 VEN11LAlED AND FERSONNFI 91N1 NEAR APPROPRIATE PROTECTIVE WOMMC ib PREVENT INJURY TRW CONTACT MITI HAZMD01J4 SUBSTANCE SPILLS d' TOJOC W HAURDWS MATERIAL SHALL RE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REOMIXESS OF THE 92E TIE SNLL PREYENTW PLAN SHALL BE MJJ5IED TO INQIAE MEASURER TO PREVENT TITS TYPE OF SPtt1 fRON REOCgIRPMG AND TIE CLEA1 W RIOCEDUAES FOR NNRE USE A DESgTPTON ai TIE SPILL, I15 GUSE AND TIE CLEAN UP MEASURES SNA11 ALSO 8E INCWDED. TIE 91E SUPFRIHTENDENT RESPW9BLE i0R TIE OAY TO DAY 91E OPEAATWS SMALL BE TIE SP9L I+RENBinW ANp CLEAN UP COORDINATOR. NE OR SNE SMALL DESIGNATE OIHFR 91E PERSONNEL NNO MLL RECFJVE SPILL PREVENTW LAID CLEAN UP lilAMMO. 111ESE MgNWA15 SMALL EAW BECOME RESPWSIBLE FOR A PAflTWLNi PHASE Di PAEKNTW ANO E1EA11 UP. TIE NNJES OF TIE RE9'W98LE SPILL PERSWNEL SMALL BE POS1E0 M TIE MATERIAL STORAGE AREA OR IN TIE OFFICE 7RNLER W 91E R' APPLICABLE NOTICE OF TERMINATION A NOTCE 6 1EAA9NATW SHALL BE WBMITiFD TL1 TIE FPA AFTER TIE CWSIRUCTg1 HAS BEEN COMPLLTED AND TIE 91E HAS UNDERGONE FlNAL 5TABalZATION. POLLUTION PREVENTION PLAN CERTIFICATION TO TIE BEST OF MY KNOMLEI)GE.1 CERTIFY UNDER PENALTY Di UW T1AT TOS DOWMENT AND ALL ATTACHMENTS WERE PREPARED UNDER YY gRECTW OR SUPERYI9W M ACCORDANCE NIT/ A SYSTEM DE9plE0 TO ASSURE TIAT WA1hFD PERSgRlEL PROPERLY G111FR AND EVNDATE TIE MFORNATW SUBMITTED. BASED ON MY INOIARY OF THE PERSON OR PERSONS YANAgNC TIE SYSTEM, OR TIOSE PERSONS gRECT-Y RESPdl9BLE Fpi GTIEIFMC, TIE INFORMATOH SUBMRIEO IS TO THE BEST 6 MY KNOWLEDGE AND BEIJEF, TRUE, ACd1RATE AND COMPLETE. I AM AWARE TIAT TiERE ME 9GNIFlCANT PdALnES FOR SUBMITTNG FALSE MFORLIATW, MCLUDMG ME POSSIBILITY Oi FTNES AND IMPPoSWMFNT iq+ KNON111C V10UTW5. OWNER: HAKE THE SIGNANRE: DAIF~ CONTRACTOR'S CERTIFICATION I CERTFY UNDER PENALLY OF UW iNAT 1 UNpEASFAND TIE TERMS AND CONg110N5 OF TIE GENERAL NATONM POLLUTMI7 g5(HAACE F1ININATON SYSTEM (NP06) PERMIT TIAT MTldtlff5 7HE STpW WATER gSCHARC6 ASSOgAIED NTTN CONSTRUCTW ACTNtt FROM TIE 9TE IDENTFlED AS PART Oi TBS CERRFlCAnON. SIGNATURE COMPANY NAME AND ADDRESS RESPONSIBLE FOR CWPMM 9GNANRE N10nE5S NAME DEMEAN CW111M10R DALE: pNpNE. CGMPANY 9GNANRE IFAIPtliMY MD PERMNIFNi NANF. STABIUUTOH DALE pHWF CWPANP SIGNATIRL MORFtt` STA9UZE0 CONSTFlUCTW ENTRANCE NANC' EARN DIKES SEOIMEM BA9N DATE: PHON~ ... 1(~y('F{j~=C 1t~LCY~+ .,,, ~ 1w/ V'~ 0 ~,~p 2 9 2005 PLANN~TM~~.~~F1VA'CF~SVCS 1 ... .-,~.. ., . ORIuN:4L ~~p z s zoos ~.~, ( & V LO 1E 7 ~_ .. .. ... ~ it ~ scmue •~ a a - .mnau s~iww°~ ear rum~nmc .osrs eorro eoimu '~ s~ TYPICAL PDND SECTION REOUIREO DISTANCES FROM TREE TRUNK vsame wm wrc :n a,M~~ A A o e aa~ s J \ ~. ,. - - ~ ~ ~ ~ ~~ e e e a _ 1E10 ~4°M6 AnACNwc rwo saT rENces ~ 1 wo n.. ~. a.oo ,m a ~ aa.c ~) iml ~ro f _- PLAN VIEW ~ „w „ _~_ u,mva ~~~ _ Q (ywTYPE A BARRIER ~' TYPE B BARRIER ~~df ~~r~..r~W~^- V I ~ SPECIAL NOTES: ~ ~ i `i I~ rr o00o Tl ' i ~~' _ _ noms ~ i "~n~rA~' wuwM iwrosrac s~w~a~ u+.um"wm .rn~~ TEMPORARY GRAVEL TYPICAL SWALE SECTION ~"ima~m°Pn me ~ ~~ ^'~ asx~ a w^" ra,a um vcw CONSiRUC110N ENTRAN(~ '~t ~ ` S C110N A-A l r,zwc u,mnu ~ ... r. ron a ,u ma awuors sou a xnwn w w im .m-ciao (won). 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( ~uoa row om a.m n m~oi e° s i.m) , im row.o io mou~mbt u°ao. me/o...m.mlmw~ rst.a. > •,•: ~G'' ^ r "w f ° ~ ~w° .rooi. M _ ir.a, o::.~ai ~~ ~ ~ m uMi nmy. ..,now na,~ u<: r,e,,..s~ e> ,.mi r, m: .im<u;.. ""° r"~vu:rv ro". snFer ~c"nnm. ~~ "" Gulf Coast Consulting, inc. SAMTER HOMES a °,. w>, o>,o,~ -°°' ~.muecror~a~conwltind TREETOPS lI " ` weiws r"""°" ~"'"""' ~T'°'~°"°~° 580 Trinity lane N - t °°' ' ""T " " 91 M' SL Petcrstiur Florida 33716-1200 CONSTRUCTTON SURFACE WATER , w ; n,,, ;, „ mnsm~ieie ~ g, - 1 [} . nw a as,,Maa Phone: (727) 573-1338 MANAGEMENT PLAN ~~ >-,.ry..__..ry__Wti__„ry__,.,..__„ry_~~_.,~_a~_d„_~~_..~~_a~__n,._o.._~~_.,N__~n_._~n__..,._~~_..,~_n~_~~--~~__uG,-._.,,M_,,h~'.,~_~~_d~TW.~~°~M_..~_u..~ r~~~~„ ~ ..- ' Ewsnsc unurr PaE _____.___.________________ t- w -~", r --- W - . -_ , -~~ To BL REtomEO ~ G. u. coRwNArt wiH unurr n "'~~^"~ "9' COMPANY • ~ 0 'ROAD v,, G~ ~-,~~ ~.,~xl,:~ "nPBA I E 5 c9°N ` DRUID x 340' WIDE ASPHALT x°a, X x" •V~nR,2 •, y R M R[~ocr[0 PAVEMENT ~' ''RR~ . G.x 0 11~' t.°G ~ 100 R/W (D) a.'I9 ^~T YS 6Pi~ 5 Y _ ___._. 2 ~fS3. u90d€-_ ]~ .~ s_ ~ w4,gc, _,:s_JlarS Pa a~ ~*s. ~LL - '- _ ~_ wf ~xt @ __ '09~T_-19 .l.PA ~ 6 _n .5. ---- -_ _ c~ . - -- -- - °y ^F. as -7 ~ONL STAKED SILT " ,ns~_ k~_ - - - - ~~~ -~° . ~s'°....__ .. S899 8'55"E o~ ... Grog . , n o ~G oNL 9 ~ ~... ^ 12~ r--,N --- - ,p. --~------~ ..---g-'__ rte' _ ------ I ti.. ^ A+`~ `"~ , ' r x~, ypBpJ (~~1y~) _ ~ • s b~~°A ~~..N/r ~ -, zo; a• Jr ~ ~+ I ®a9-~ I J~ 5 5 F [JY-~•{5:1 ~ ~L ~ /'1 ~l~~ h 0~ I'/n H..B 8 a' ~II E%ISTMG TREE ~6. ~~ ,A~~s. ^J ~R.5 G"9" ~,Oq)15' . TO BE SAVED JJ--YY N~ I ,rP ~ ~ X10' a ~i {~~.Q{1 BroA ~ 1a' s ~ ~ Rx 21~ s 1'OA n• EwSTNC iRCE ~_~(`0G~) ~ 6 Y I~" y~~(' p~!~~• ~j'' TO BENSAVED ~ ~ 15'OAj ebA. ,s~ x nx a-/ G i~E SAVED y~{,1~^B (®~ . n II XxJ 5.~,~5; `a Y~6 (TW) EIOSIINC TFEE~" J rSR~`XDA• uW ~ JJJKKK ~G, ~ •;e i -I 5' 1~X TO BE SAVED el ~~.~,y{~~(~ _ •,.~ `.{~" (ryp) ~ 5' G)-'V'~G,. IDA110' S~0 SiANED SILT _ y./ ~ opy~/y! o ,roA ~y.(~n p\TJB M }~°qyl T (sE[ n(ATj) II i~~T 1P1113 5.5.3" ' `B A , )'OA /-l F1G 5 ~ 11" ~0"'1 1 5" J-1 •I ~ Syr 6°~~ n' S" 6 X ~T"0'S. o ° 'i ~ ~,°' ~/ ,Aar _ . - N M1 ~STAKED SILT •, OA a ~ Y)'Ei[IpAA 'OA ,F'~ " ~ N 00 II SCREEN (TYP) 1' lPl-~i" t3'`~ °p -kN+),~ ~ 1J ~Y'~ e'Ca~' 6 p"F-\ l~Xp ~~ .~ Y-111~~ 6~j/~I " orn C \ ~ .I ,2~ ~, IOA110~ p.e ~J B„ 1.-1' 61. 1p ~ Qy ~ ~ o i x' 6X'~J C4 ~5.a EIGSTNG TREE ~, x ~ln M1~ ( 1 ry ~aaN ~ ~ AG TO aE SAVED ~~((~. 0. y;1 I - 1_ d ~~ ~h", II • ,G'~ ,T1~, a'1~'"D .se' (rw) x. s.aYt s.1a'~j. "'?. '~ `5'~~"II ''DpSy oo ~ o < ~' S ' ~ 6~5~' ' ~ ~1z .5y~° I.., vii J n I EwSnNG TREE ° x r7' 3 ~ _ ~ u :I ~G. l ~) snvED (~j~6 ~OWN~G r^ ~ 5 i`y( G n~nsnxc mEE ~s ~~" I M_ +~ 0) I S x 1 /-x J,S' `~/ ~~p,.~/)SyJ(yp¢~p'(~~[(/ ~~~(/) ~(~./~ n., ~ TO B~EJSAVED 13.6' 5~6~~ Q 'N • O a xIL~2G •• ~G.6' ~~- 00 XAN5"°A x SXX p' ' ` oy[FX !-C ~ (~)Wpl ~l. `aO'OI ~ x W ~ v.. per{)/ JIIM~1 /~`~~.. GNA"\q i5, x-iG.~n>. I ."e. W ~• Q I ''Y'\~ G.6' "1FSAEl1 _ X10' ICI _ ~;,( 'l~ Grog ~ ~ ~r-I ~r/' ~J ~ ~~`(0~~pe~ B YX14" ~G~ 6.v' x '" 5 r.~e~1e^"z,•^ ~ ~~5 G~) ~ ~ I By ~ Yom' nd ~ On• ~6B ~, ~ J-[ B•~~s 1D (111d"yX'C(\T /\y~/) l~l IYpXyB ~..,/ ~(~~q~ \(w~~ (I) Z 'Y':\ ~~//~AJJ5~~ x/A "e ~ c, '~a Yl S 50 (0}1B /\ l' YxY ~S" .~. I. 8~.~ (0 ' 8"OA ~X 9 ~ XC~ *•,y AA F159. 9.G' ~ ~ ``B~~B~~//00 Ewa ,o' 1T.' S .I ~]'ISG^ a " APFA ~ OA~i~(0 IO^a (~, sS J-~ 6' a1~ e1 /~\6• 1 S I x' ° ~., 5~ 1 '~ y x,13- 66 5" ,_'~~. -~ II ~ 6 6" 5~ ~ 5' p e~i s- ~ ~roA ~1e~ _ a 5i n 0'OA a~:I ~C s W°C+'" 6' r a.,o' ~~G ~B' ~i1z' ~e- y~'' R,a" ~ 1s(~' ~ s' A..r . _ I ,0~, ~- p~ 061 /' `~ 1'-"'01 ` h-\ ) ~ ~~ ` ' B. ~~ '65 f-l n.5`1>' )b~ OA a >' s• L_ J .I. IYALL_^._ J oA .. e-a~y .. o vl-=-.- - - .~1- o`~ t ^ J1z o 'o ° ~2.L Jl°~'L Jj}}° ° ~ ~ ]~~ cam,( "n ' +, •S, oW,RE rExrE --.~..-.:o'"' .. 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TO BE SAVED ' POWER "ry'1x STAKED SILT . fTW) CORPORATION sOREEN (iro) Gulf Coest Consulting, Inc. !mrrAntn BOR: sxryn' DESCaronrm'. a~ ~.n ~~ „,~„~„r,~~~,~G„~,,,;,~ SAMTER HOMES TREETOPS II v.~%~s "~°'~'°m"°'"^'T""~"""°"w""°~ 580 TrinityLaneN 1 `- ,~°Ta,.x.A~x,~ EXISTING CONDITIONS R°""ainiAle n' SL Petersburg, Florida 33716-1200 9.:: tanG,..~ Phoce: (727) 573-1338 & TREE DEMO PLAN D• ,~ LEGEND x "1 Ew$iING HARD EIEVAnON a ~' x"x E%IS11NC 90FT ELEVATION - / E%ISnHC TREE TO BE REMOVED I ®8 Ewsi1NC TREE TO eE SAVED ^ J > ~~ ~/ ~/~~ f V/ q N ~ ""~ r~ ~ p w _ ~~ w l 0~ ~~ Ly v~ ~~` r."V_ ~~ ~ ' • rT°w.m e~ 14 o' lo• 20' 40' DRUID ROAD 34.0'PAtD~EMENTHALT _L~=~~~~ _. _ _. _ _~_ e ':°`~_ _.__r_~u._=~=~~~~=.tea==~==6=====~_~_ __-__._~.__-TaNem--__- _._-_-__-__. .- .. _ -__-_ _ .~=2°~g"e:~s=~=rte.= P TRACT "B" I S89'18'S5°E (C) ~ ~ 50.0' 50.0' - " " 50.0' J 1 tam TRACT B 17 ~ `~ ~ ~ 12 7 50.a' ¢ . N ~ so.o' ~ o' so . i ~~~ 1 . 18 50 0' ~ Q K N~ _ 13 ~ 8 . ~ ~ ~ 50.0' 50.0' 19 ~ ~ 'I4 9 00 ~ so.o - 50.0' °' ' I 20 50 0' 15 _ _ 10 ~ v . so.o' - so.o' ' N o I 21 50.0' U 16 ¢ _ 11 ORf61N ~~~ I"L u, Q 1- ,;~ V Q I~8 I~~ 399.87'. ~_ TRACT "B" so.o' w.o' 1 ~ 50.0. 2 SO.D 3 so.o' 4 5a a 5 N 50. U' 50.0' ~ I 4 22 ~ 6 rc m° 50.0' d ~ ~ a TRACT "A" w.o' O a _ _ _ __ _ ~ } I -_ 1_ _ -_~..___~_-.___._ -_ (PRIVATE IN(9tE66/EGRESS @ MNNACE -~-_ ,_ Z u, n __ _- - EA9EMENT @ PUBLIC UTUtt EASEbENT) ~"------___ ~ ~O i O _N I TRACT "8" ' ~ 19.66' 250' Q .U.. 19 68' 19.66' 19.66' 25.0' W pl a Z ~ 23~ 24g 25~ 26~ 27g 28 x w 19.68' 25.0' 19.66' 19.66' 25.0' 19.66' . - 25.0' 19.66' tB.fi6' 19.66' 25.0' 29~ iS0' 30~ 19.66' 31'~ 19.66' 32~ 19.6fi' 33 '~ 25.0' TRACT "B•' 25.0' 18.65' 19.66' 19.66' 19.66' _-~----- 25.0' EIbNE~ 3 A2.2t I • mnc ,..,,,.c 9. z', 6'vcP N W ~ 39.JD', 6'vrP ]02.5'5. 16.0'W I . Gulf Coast Consulting, Inc. vu6rnxe> roR: ~,c.e/p1s Euvl DavelpPmDm caraml~a6 Pa~~w ~r6sr~T~9eW. ruv,mTnl~s~w.ea Inm r ~irili szs lnl ~° I,2,i,1.,~ 34'~ '~ 35 36 " 37 ~ 38'~ 39 ~ ..-~ __-_. •~ee 19.66' 25.0' _- -~ ~~~ . TRACT "B" 1 - . ~ ~._ . ~_ ~~ . . -tom' ~_ ~'1~ ~ /~_ . ~/.I 399.80' (C) . wRE reNCc FLORIDA N89'73'27"W (C) POWER CORPORATION ORB 1262, PC 290 SAMTER HOMES sNltrtnscwPnos: TREETOPS II. 580 Trinity Lane N St. Petersburg, Florida 33716-1200 PRELIMINARY PLAT Phone: (727)573-1338 - _ _ LEGAL DESCRIPTION per OHidal Racorda Book 71787, Page 1081: f A parcel of lane altualetl In Na Northeast 1/4 01 the Southwest 1/4 of the s9utnwet 1/4 of Swtlw /8, Tewnahlp 29 South, Range 16 Eaet, Pindlae County, florlda, epnprlew of lhoae portbna of rwl property Aeecrlbed N daetla recorded U O.R. Book 124, paga 23S and O.R. Book 8750, paga 1814 0/ Na Pu011c Recarda of PlnNlaa County, Florida, which lying SouM of Druid Road deacriaod N deed reeortled N O.R. Book >Y 1201, page 245 of wW Reeorda, tl NorN d Wwt o/ property of ~ FLORIDA POWER CORPORATION dasulbed U deed recorded In O.R. Book 1262, ~ pogo z9o or ado Re[erea: al of wmcn Eelnq mwe paruwlony aaa~Ieee 8 as fdlowa: From the cenlw of Swtlon 18, Township 20 SouBl, Range 16 East. Pindloe County, Flalda, run South89'41'18'Eaat dwg the North Iine of Ne Swlhaaat quarter of wld Se[tlon and along the cmlenlne of Gulf to Bey Boulevard, &74.1 teat to o point: Uw[a SwIh01'00'S2~WeaL 138248 fee4 more or (see, l0 the Intereacllon with the South Iine of Druid Rwd (100-fool right o/ woy) for the POINT OF BEGINNING o/ the property herein deealoed; thwce SouNB8l4'05'Eaet alwq the SauM Ilrre o/ Drv1tl Road, 400.05 feet, more w Iwo, to o conaale monumwt on the Wwl Iine of praparty of Florida Power Corparallon deevNed in deed ded H O.R. Book 1262. Page 200; lhww SouU01'01'2B'Weet dung ~ the Weet Iine of sold property o1 Florida Power Corpwatlon. 28297 feat ar less, to a wnaate mwumwt lhwce North88'14'OS'Wesl long the North Iine at wld properly of Florida Power Corporation, ~ 400.0 legit, more or leas, to eonvele monument thence ZT North0l'00'S2~EOBL 282.87 feat mono or lea& to Ne PdNT OF ~ BEGINNING. v ~ w F N <p a O a0 O Ue ~ NOTFS: N 0_ N o Um L- ~ IJ FINAI. PInT SHALL BB AI:CORUFD WtTII PINPJ.WSCf1UN1'1'PRIUk TO'FHI? Q ISSUANCE OFA BUWnINC PERMIT. v L a 2.)TOWNHOMFS i'U BE /Tl?61MPIP ).j ROADS AAI! TO BE 1`kIVA'rB 3 Cn ~ 4.)TRACI'BTO BE WITNINA PRIVATH DRAINAOF..@COMMON AREA EASBbffNT @ PUBIJC UTILITY FA69MfiN1'. o ir) N X LIJ l ~~D z ~ ~~J ~' . r y ~~'9"'~I~•F^i9.,. ,9ia'1DIY 411DLS~ 6 ~3 ~ 14 HC RAMP LOT l1NE (TIP) I I I L_ III L 5' MIN. SETBACK I I , _. r I i I- 14 F ~ ~ - .-. I I I I I I F- ~ ~ o ~ i ~ N o f l ~ ~ N I ` ~ x I I 15.82' ''- ~ ~a ~ I I. ¢ a ~ ~ ~ I n (u ~ T Z W Ng ~ = I ~ II _ ~ ° w N (T a I __: II i 5. 8' 1 C o o 1 I li • ~ z x W I I I 18 .1 .2 _ NO1FC.. 1.) GARBAGE COLLECTION vALL BE BY INpVIWAL CANS. -. 2.) ALL LIGHTING WIU BE OPoENIEO INWARDLY TOWARD 1HE MIDOIE OF THE POOL AREA. Gulf Coast Consulting, Inc. - wwD~velogn of cao.,aeoB ._. CABJG6 ~..N~I~_T~.N~ m DUI MOT OIM.Sau Mu ~ rte: irziin', a?o~(,p FLORIDA N89'13'27°W (C) POWER CORPORATION ORB t262, PG 290 SAMTER HOMES 580 Trinity Lana N St. Petersburg, Florida 337161200 Phone: (727)573-133R U ~ GGC ~ ~ 20~~; ~~; PLANNING 8t pEVEIUr%~sr.Nl SVCSI~ CITY QF C:.,,~. 4.;3;"dr'1T'.:;,.~ I ai v o ~ 'n F'~ W ~ a a M °O-~a (n N Op Ory (n ~ ~ K~ ~ ~m ~ O O ~ ~ N C h 7 (fJ X W AREA BREAKDOWN (PRDPOSED CDNDIBDNSI RDADWAIS: O.J>0 ACRES (Tfi,JG> S.F.) 2J.6JS LOT IMPERNWB: 0.J08 ACRES j30,83] S.F.) 2>.T2S RETEN110N PONDS. O.JI> aCRE6 (16,10> 8.f.j 13.SJ% OpfN SPACF~ DAI> ACRES fb 5A6 Sf 1 ]56Tg TOTAL 2.60 ACRES (It3.T9D S.F.) t00S ;a~uasc.unwe= TREETOPS II HORIZONTAL CONTROL PLAN HC RAMP -__-_--1\\ ROADWAY SECTION DETAIL Nis .. ~ „ 1~ CONCRETE SWAIF~ DRUID RnA I J 34.0' WIDE ASPHALT ,. . D I ~P~_ ~_a~_nM_,.,x_ _n~ ~~~ P~_ ~_Pn_u~_ _ D,_~~_,~n_..n_aM_a~---~~_uM _n~__„w---n,._nM__a~~~~x__M~_„M~..,~~ °W,._~M_,x~~ __ _-_-_ --.__.-____-__ _ _ ____-~ _ 8~_-__-_ PLANNING & DEVELGPFI~~ N7 SVGS _ , - ,' - W -- . _-- . _ - . ___ ~ " 1.: P,~~, ~° ~~ ~°D~:1 ,~ GINQFCI.,l=A.H.WAIFR-~, ~=-t-" -~ - w -~,r :,e, R--~ ---- -- rv -, ~ ,ra;:E»o: ANMOVE FASTING TYPE F WURB / REMOVE E%16nNG ,'rPE F CURB l.rnw ~~) D N15TALL CONGRE,E 5 AYT'x`" ~•,~, ~"•r' (MAINTAN E% ROMLINE GRADE) /~ ND INSTALL CONCRETE 6WALE E ev ot"[RS) vue x tat _ (MAINTAIN E% FLOVAME GRADE) 5 v.~A I6v °~ Q ,5 / _ __...___-__. _.-____.__, __._- _..---~r-__.___-_.__ i-- x ~4 -__ N .-_.._ w __._ µ -'~ L _.-___-_ TVPM Om8! ~'InI011 A-A m f .a.wi 'M1I pl ~ 'l1 A/~ A•~x I %' % DRUID GOAD X ~ x ., EN FDOT TYPE - :2 I w.o ar Dr a 34.0' WIDE ASPHALT % / CUB & OEGN 12' 'J'sR~ " C a..n~ex r".arn PAVEMENT a°' HE DEa CURB ~ 0' 10' 20' M' G cr+x ua + s swml ~ ws ux . 1 ~ "'Y Doe mcm '~ 100 R/W (D) S ~~ RO w SCALE ..yar=n ~~_=~a_=z __~ ___~_ ___ _ _ ,.s,i ,,._~. JB ~ -. •65.21 .. __ ~ S. ~- ~:,..- M 0 ~ - - . -JSWF€'! ~ y'.it'2Y _ - - - -- S _.P __ __ __ s~aU ,2 ~ ~ ~ J9. ~ LEGEND ~ >' or`!L - u, _. d. a> ---- - - 'aDND ODeAC. '~~ . =w' - ^~'?--'tr. „~._~ ~ aNc--+' ENO fDOi TIDE "F" ~~' NNANDICAP RRgb s. c ng' w ~ , TOB 16.00 ~ 0 R y^^.x e t ~e6.25 CURB 8 DEGIN 12' PER CIiY STD rvWt - 13.00 HANDICAP RAMP ••' _aNJ_u,x__~ HEADER OJRD OETgIL t1YP) OLW - 41.05 PER CITY STD ' -6HL Oe1L __' ': w Dn Wa - 45.48 __ _ DETAIL (TIP) . is ~ o' +s.; .;.~ 58978 55 E ` 6 ° rTta - a.eoHL aHL - - - - ]G.: _ - ... ~_ ~ , , , 6b 6' o s• D ,; r g, PROPOSED STORM PIPE oA ~~. -- -.~.. - _~ . ~ (~L _ ~° ~~`'~_, ~°~ ,' ` ~ ® PROPOSED GRATE INLET ~__ __. --. ~ = _I ''~ ^ I `ss-, st 6 POND ~ _ ___ (° -r s+- - - ~~- ~ fie` may-- I '~"~~" ~,aP PROPOSED FLARED END SECTION s ~ ""R ~ ~ _ i ~ i . ~ ' 1 i j ~ " ~ ~ y ~ ~'`' i i ~ 6 s~ Q-. PROPOSED STORM CALLOUT ~ ~ p ~-- -' - i ~ ~ ®J I i _ . ; ~ 4az gl Q - ~ .tx FF.18.80 PROPOSED FINISHED FLOOR CALLOUT ~ i ,I ~ IM1: w L - I( 9 ~' ---~>a-, ---- ~ - t ~ -- ' -- ~ ~ ~" ~ ° r ~?~e- EXISTING TREE TO REMAIN d I i I I ~~,' r Z ~~ ~t 4'6 ''~ ~^~ ~: 2 1 ~ s -~ O i r D i. S - - ° ~ ~ +Y -. Z I ~ _ ~. I p j i ~ a I '' Q ~ z ~ ''~~ i ZB `~ ; ~ o ,. B ~ ~- t -~ PROPOSED STAKED SILT SCREEN ' A .h ~ I D I~ i ~;.3~ i ~ 9c Fool I,~ ~ I - ~ '~98' 10 ~ al A ~ I F'"~~ x ~~ u~-; - J Z ~ I~ ~ I ~,~- Z ` - _r'- ~ 7 ~ - J F %~'' ~ '~ PROPOSED ELEVATION W/HP o ° ,, ] ,.),. ~ / ~~,. a ~ +<t;`'r r a _ __ _ ~-.J ~lo ~+° pT ,~/ PROPOSED ELEVATION ' fV io i ( ~ m I t _ + - yr j .-~ ~~ 3 ~} 1 t'~Ix ~ ~ ~ ~~ -- m 14i ~ o ~ ~ - PROPOSED POND TOP OF BANK _ ~'' \ N i I ,. ~:i'' ,; _~ -~i-- -' I .-. I~ ~= ~~.y~ I ~a I ~'~ ~ o~Fa W ..---~- - ~ ---.......__._ PROPOSED POND BOTTOM m ~ ~;~ , ° ~ I I _,+~' ' ~ ..'_"~ ~ ~'- -I .. ~.. - ~ _~_--+~-F` i - i I ~ oo~~ cNn - - - - - - PROPOSED SETBACK ~ I % ~E a I ~ ~~- '< .w o, / I __ _ I •x o ~ { STORM.PIPI?CHART O= --?'t-- e~' .M a ~ > I _ _ _ _~ - - - -~% ~ ._ I v ~ SIa,cWU.LP~ '•~aN DucORtim C- n _ °. +f I:' v.> __-- _- ~ s C1"YsT-TAO n Is - IS' RcP o oz.a C ~ w m -- - ®~',3 3 ~ sT z sr 1 c. LF u• Rrn a °1I5 0 ~~ p I ~ -, u" 1 I~ ( 1 ' I N ~ ST-2 91 J IJ6 lF IS' RCP 00.265 I ~ 1 1'] -- 51-2A $T-2 29 L{ - 15' RCP 00685 _ ~ ~ ~ yr, ~,'~~~ *' I I ~° I , ~~ ~ ~` I .1 E- P sr-JA sT J e2 ~ Is' acv o D.x65 T` ( Pf (n sT-3 Si • 168 lF - IS" RCP O 0215 _ u," ~ ~ ~} ~ I ~ ry ~I ~ lu r r ~ ~( TI I I ! F ''' ~ ~I ~ t - SJ5 51-4 51-5 BS lF - 15' RW O 0215 ~ ~ 4 ~ ~ y ~ .. - - I ~` ~~ - { ~ ~ ~~, . '7 ~ ~ y ~ ~~ Ca® ~ x W sr-i si-e ii u Is' crtv~ o os9s ~ ~_ ~ -- i~ I q ~ I tr 1' e ~ sT-e sT-C z, Ir - ~s' Rro o o.7A5 ~ .V.. ~ I ~ ~ - I I ~ I ~ V ~ ~ F ~ ~F I ~ ~ ~ I '; .P ~, r~ ~ {--r r ~ ,- 6T-ro sT I I 12 Lf _ 1R• RoP a o.635 N ~ il, l I ;~. I I I II :~' I „/ ~.: I I FF~4].27 I A> I I L~ ~•I j nl e x ~' 1 I t > I I~ Y g Y ' I ~fibA + STORM STRUCTURE, CHART ~ ~ ~ Ir ~ i i L- .17.57 L_- _J IS i L.. ..J __ ..J L._ i L._ ..J i K I FT.47.32 X I ~ 6 ~_ O V ~ r ~, •O ~ E-- -J ME - E ' 't 1 1 5 UNIT - OWNH ME .. I ~ I\ ~ __ _' l_- I ~ ~~ t051S '~3` IC~Z~rn~ I O NIT WNH • !, sA I I B U T _ --J UNDERDRAIN n+ - 'X Z ~ I 8 i ~.. gcl I AI _. _ _. ~ ' ' TO NHOM .. G „ ~ ~ (SEE DETAIL) ^` ~R~SW? ' .l _( _ _l ~~ ~ Imo-` 6-RON1-171 ~ `- ~~OA ~< YPE 'c' wS;•f . "~ _ ~~ I ~~ PPE (TYP) % - J~~ - L ._ --`I~ E e 1235 Ira) ' MO 3[CnON ----- _ 1 -_ ___ _ ~. ~ ~~ _ - _ - . - . - _~-`_ _~ ~-~_' - ... - ~ ,6 - - - I A )n'OA 6" PVC W u ' mlE, S ~ /,/~ , ~ . 6.- ~ ` - f`.L) - %nM1~ da.Tq . A2;jp ygFD / /e./ ~~ f~~i/ i~~. ~ . ~,~.~/J _ ~ ~5'OA ^~' Q _ y59lLLr 1'216 FND YCrIW 6 ~ - 0 5 ~~ 0 ~ T"lV `. ~ vONO 0.26 AC. - ' Plu EL - 42.21' "~ 8 4 9.9.13' "`,% 0 B z56x ~ 399.60' (G) •~ ~ 12" LS" • ~ 1 S , 1' WRE FENCE 5. '~ i08 - d6.00 qq[[o0 pD 5¢c80N E N - 39.62'. 6'YCPn +3~ MFE FENCE 5'OA ~ ~f3F ,E Nwi .4}.00 ~ • II.56 OA ,x6 0'n, n AM1' P 1 5'OA •M1~ OA DLW - 44.05 IE W - J9.39', 6'VGP 1 , " ~ . FLORmn'~.SY N89'73'27"W (C) "' M1 Y. °P x IE 4230 DHWa - 65 aB 302.5'5, 1c.o'w I+J' POWER CORPORATION ' , BOTigA - 41.8 DREfA{1'U IM1IR'. SHI:L'T OVC4CRIT'fION: - Gulf Const Consulring, Inc. SAMTER HOMES °" ~'^'°"`"° ~o_am "' IsMikvelopm CDreDl6ng TREETOPS Ii _ x, g iD,s `^""^"*~°"'°'"x°A"'"°"''°m°°" SROTriniryLancN -, ~~ ` " ~°;,'""Tt„ ~:°'„'°' St. Petersburg Florida 33716-]200 PAVING, GRADING & DRAINAGE PLAN -- ~;' ,;,,,A.,~16 ~ 14 PA"",: Tim sx6mA Phonc: (727) 573-I33R oe-?6-~ ,. ~p.~~~od~ ~ ~Q~L~~~~ ~ 'Lls• u uva Y[ C W ~ r , PLANNING & DEVEtOF~i~i=t~T.SVCS `"~`~""~ I -.: _i mwLCT TO fRema e• ------r------ I ~~ DRUID ROAD 34.0' N1DE ASPHALT 6AOOlE o ima w.w"I d _(y~. .~...i~ PAVEMENT ~ _ ~.~~~ _= fu~w.a uuv+P ~~_ ~: _ _ _ _ 100' R/W (D) ,,. ~ I a em _, m a ~ - ="o,;L - _-- ---_ ~ - -- -- t• _,:~~- ~ ~ ~ may, _~,~ I - Imo- a~ .Y d "`, =,9~T w,~.N~.~N "~ " Rk _ _ .Y a ~`Y": d0. .. ,. Iv lo- ~ r rv+~ YY rnsT~c c.P .I S89'18 55 E~ bb / .. B. 0 .. ~. ^6. OML ®b . -__ ... _. ~_... -. .. _... ° 9i ant ` ~, on ~ ... _ ... ~ . ... ... ... N _ _ fi _ ;, ©0 ,: Ya® 6 ~ ,.. _.la_ F .: to ~'I___. _. _..___......___ I fi.._ -_ POND ~:J I -~ i I i I ~ - _~ T_...... _-, ~ r - I .. I I ~ I - `-~~ - I i t i i I I r - T I e 1 1 1 1 - ' I I L E-I I I , ~y I I I _ -, ~~~ ~ i ~_ I .-. I l i ° - ~`~ -~ m w ~ Tow6 ~.rl~z J Q I a' - i I r - - - -- -- _ --, z ;~ z _ o r- I 0 L I O I I F q1 ~ ~ Y I I ~ PI ooL 1' :.. i 0 I N ~ I ~~ I Z I O ~ I I ' ~ i o ron ~ I ~ - __J I yw9 ~ r F ~ J 1- .I t I Q.' ~ ~ I I ~. __ I ~_~ I Y tl~i~,r I ~- ~~~ -- m .' j U^ N n m I I IL I I ~ , I I ~ I .. 1- i I . .. m C meL I - ~ Tq G I I ~ - I N °¢ 0 ~ ~ p ~'a avc eR I..Y ~ Hw s, ( - -1 -1ra I .. ________ cow m) I^ ev a, I I a: ~ OT ~ ~ J Pow v CiTL .(31 e' e ~ i~~J L ~ ~ I I . L, __® ~. - A a~~ ,.. - _ - _ ---~Y._ eew .,, °w ° Tv ~ N~ O N I I I I I 1 i I ~ 1 i _ __-. ~ - ~ I I I _ I 1 I JAY-1{ ~ ~T I r .~. I~ ~ ~ J` ! T1~~ t'. ~ 2~ $ e, l O~p NNj p ~ ~ (n W 1 ). I I I 1 I I I ~ ~ ~ (h~3i - i ~ I ~ :: I ~. I I ': i • i S. I _:a -. ; ~ I J s. W Y II I I I II I 1 I~ I t I I cbA N I I I I I 1 I 1 ~ 1 1 I I ~ p 1 1 I _ __J L__ __J II 1 L__ -_J L__ __J L__ 1 L__ I i ~.~: 1 8i" ~' ME - E I I 5 UNIT - OWNN ME •' I L ~ N Z ;I 6 NIT-T WNH I i I ~ 8U T'TO NHOM __ __~ Ix' e'oA I ., I a7 I ~ L __ _L.. gL __ _ _~ _~ __i -' __y_ I I~-I,~ I ~ ~~ _-'_L_-__ _I NY i _ - ~ _ _ _ POND _ _ _ _ _ _ i_ ' ~~ . --~_ _ - )ro. __ __ s " ,, _ _ _ _ _ _ - _i~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P'OA - ~_ . 6. 0 '%"T-5'~_ . ~I , a ~~.. 1~ ~ ~~ ~ - ~ OA a..5'On MRE FENCE O )0'OA x2.21' S"OA IE N6 39.x2', 6'VCP x 9,x.12" 0 399.80' (C) ^ Ir s-_1 r ~ wRE fD+CE on IE w • 39.39'. 6'VCP OA FLORIDA OA p'p pA 6'UA 3ozrs. l6.ow I POWER N69'13~27"W (C) Q CORPORATON Gulf Co6st Consulting, Inc, rpeevTm Fan: •~'~ ~~ ~~~ sTr6rru>iti'7mmoN: aYm ,,,,,D,,~~„~,~.R~,„;~ SAMTER HOMES TREETOPS II ~cA6i~s r°r°"^+'"~'T~°°°°"~ 580 Trinity Lane N °°"° YT~„~'im,,;;,wo' Sl. Petersburg, Florida 337]6-1200 .. w, P..: o;;i': w Phone: (727) 573.1338 WATER & SEWER PLAN _._-- UTILITY CROSING CNAR]' O BOTTOM EL Or 10" STORY - xl.] TOP CL OE B' SANITARY . x1.00 ] CLEARANU . 0.>3' ® BOTiOU EL D< IB' SiORU -x2.11 p 1p 20' ~ x0' TOP fL OF 0' SAnIIARY - x0.22 CLEARANCE - 1.e9' SCALE t'~20' LEGEND yl- PROPOSED DOUBLE-WATER METER ~- PROPOSED SINGLE-WATER METER ~ PROPOSED SANITARY SERVICE SANITARY CALLOUT i-~- PROPOSED FIRE HYDRANT ASSEMBLY ~ PROPOSED GATE VALVE N PROPOSED REDUCER ® PROPOSED SANITARY MANHOLE • PROPOSED BLOW OFF ASSEMBLY ^ PROPOSED LIFT STATION PROPOSED WATER MAIN -•'- PROPOSED SEWER PIPE W/FLOW PROPOSED 2-1/2" FIRE DEPT. ~I `°` CONNECTION -*~- PROPOSED 4" FIRE LINE SANITARI' SEWER PIPE CHAR r sN w,e u" 5p~~w." xo. OnrtlRiNn 59-2 110 LF - 0" PVC O O.SOx SS-2 SS 3 23) tf - e' PVY O 0 x]} 65-] SS-x 1a1 tr - 0" PVC O O.a]i 55-x 15-1 )x LF - 0' PVC O 0.x21 SS-b 55-} 52 lF B' PVC O O.S01[ ss-e ss-3 v lr e' Pvt o o.so1 SANITARY SF.WEIt MANHOI.P, CNAR7' ~1 SAN iMY uArHOLE ~% < n 0. ~ as )2 ~\ SAN iARY YANnOtC ~ N CL .ails qtY EL - 2 ~ 2 $ANIiART uAnNOiE MM fl - x'1.65 Nv R - xo.16M ~-SAHIIANYYAHHOIE ~ 6 NY~~ E'L - a6~fifi ~,1 SANITARY MNiNOIE fi . ay yl V FL . x0.w2(C) /~ T STATION INV LL . 39.58(W) ~~ RIM EL ~ a6.00 HV EL . SB.6fi ~~ ~ SANITMV MANMOtE (SFE anNt ON SNEEi 16 OF I6) OR I P,. r~ ~ - U~ NOIIASS b me w MM~ s.A,,,. ,:& s j PLAN VIEW TWEE swgn, o°n Y ~ ane ,-1/~ ~ J/16' E~W i gM~PVN s-3Kr~ e~ .~~ `In °. v4~ Hy. W°I. L..N 5.3~,. .,P,m. W.anl :Ie Le.. . ~„ ., -P .' o. 1 T y ~ m P,„ ~H G_.,n. 6_.,..D WP ,.PP ~ :°~:. a' ,NHp . MH W°.d A~ c(aoss-secnoN rDOT TWE E INLET (MOtlifetl) STORM SEWER OUTFACE CONTROL • STRUCTURE NTS ~~ tWWM (<m )-~ cwrn¢/ DEWATERING SEDIMENT SUMP EROSION CONTROL AREA NTs CONTRACTOR SHALL SUDMIT SAMPLE OG fYTER SAND AND LOCATON Of SWRCf TO AN APPROVED SOIL UB Pqt AEVE ANALYSIS ANO PERMEAOIUiY IESi Z6' 3.0' 6' ~atANaT (TtP). P/.sT~c cnv N:I /MV[RIED WGS. FRONOC ~ 11YIX CC' CONC pOLLAR AAWNO fAEANWiS P.VC (SOJD) iERRATE% TYPE SD FlLiRABON 4:1 ~a'E I.5'r1.5' (xOx-CIXtRUCATED Uv ERIC (OR APPROVED EWAL)- --~W-y RESISTANT GLOW IN PIPE 30MIL. PVC uNER W/rALVENT i0P UNER 1/4' STAINLC56 WElMO ENDS k DNERLAP$ L~41b STEEL MESH two-6'-1/16 (All ARWND - TR.) NWL~4300 a I ' f ~ ASTM D303N-BpP _ CORR ,GATED PVC 6 Fllifli ACCREGAIE "1 ' Q LE. ~ 3.00 (N ~') ~~ t.3'v1.6'-s' THICK GG GA lE >. > 8" PVC Untlertlrai~ PlOns la Oiomelt ~ ) CL, EL.42.65 ,~ E CONC. C0.LAR i _~7.L_ll SAND FlLTER MEDIUM (EETCCBVE U O DISCHARGE GR 20 i0 Of T3 N S ZE 66 U C , . AI I . . . . (NON-PREf.) 2' 12' OR gVEATCR, N~6.l3 R/NWR-AVG.) 11 b" CORRUGATED .-.6 `BOTTOM EWER ELe4T 40 PVC UNpERORNN IE-e3.40 BEC1pN VEW 6-m E UNDERORAIN FILTRATION SYSTEM DETAIL Nis UNDERDRAIN CLEANOUT DETAIL xTS tND GLLIP (.ATBSI COUSUIIIU PRBPAItPO mR: fiHFET DE.SfR!PPRIN: w m.n ~~ ' g, . I..M De.TInwRw coA,wl~B BANTER HOMES TREETOPS II -- 1 O AR/oa ~a.,t~~a ~^^N'W 580 Trinity Lene N "° `" '°"G°T""° s~ os 33716 1 200 St P t b Fl id - Cxanm.PS ~s~pm or - . . e ers urg, a PAVING, GRADING & DRAINAGE DETAILS "" 14 _ , ...~. i+ios: Phone: (727) 573-1338 ae-w-ae „ OR!rINAL_ _ N ..d SE ;.i nw~~_ ) x~ Piny I ` 1 kA~ M _ tI PtAN 8 PwmiliNi ~ ~ A~'P~ ~ • 9 ~ (TA + ~ q.,, CU4C. YMwAU( Sm ~py; m ~\ ~~ ~,/3. 9 .h , nm-w4ry swlx.\ l ~T RM1P LIIRB I- 0-Tran4llw+~ t AID e e M1 ~ m ew I '~ _ I s s u s... a rbv .v w ~ ; ' ~ A e - _ 'A~~; Gr.., 6 ~ ~ ~ / ~ Nm~ Be4 W~ ~~gf1m 9' ^Y` SECTOx C~YIw STRUCNRC BOTfOta rOR INLETS 1TPE C, D h E units et o r R+nnt tr @= a 3+y Ir E4 rt ~°i 9 ,. ~E.:...,, TmE E PLAN RETURNED CURB RAMPS ~~ ~~ Y ~ r....-r r° •-r v:r ~. OiES ~~~^r°~~ '~ Na 4ep; Mc«e tx. t. °°° `°' ~`° INLETS r yt ~. ~ .................. ^*t p n N -..»...ww ~~~{{ 7}} t~~ 111''' ~ ~ L TIO SE A-A ISOMETRIC VIEW d+ro aao n aran r1---~---~~=~ a~ win.-1 I~ %1 I W y ~ ....,...,....~ ...... r.. ~°....... ~.. e.....~.~ ~ y ~~~ _ ~ mm~Ei SECTION 0-B +ot _ _ _ _ _ _ _ _ ~ uA txt ELEVATION A-A r ~ ..ve.. wq~zn u. Tr.-~+rinEm w ' .w........... w..,.n...ur ~ . w.w. CAST IRON GRATES -++....M-. °+......+:~1:.;w •..-~..+ ,.. . .~. ~. ~ M ~ . , . x'-C \ NOTE: - ~ SFCnON 0-B aQII~°'"c ~•ygo•nAeai.louto u r s nt x. Rmm~a~ai Howvc a Sw+it<IN iwrurM to ~'c~, ~n+~~{f!~e•!'~r .« ,a« il'~ ,. >o. .n.mu. Bµha,atm il'on: memd.EO:~> a .. .., .. .. . . . . Y-'~--1 L ~ sTw~ `u,~e01e+~xrr`i,~na~ ~~oPUd:. ' a uw+ RKm+ u~a n t' ~: L DITCH BOTTOM INLETS ~ a r' . _ imE c i rroE r i TYPES C. D. E & H .w~ ~ w.~ w~~.i''i NTS - ~""'°"dtr4"""""°"" STEEL'n GRATES r ~ ~ ~'~ ~' ~. ~ ~' FDOT + er . 232 st:cnoN a-c CONCRETE SWALE DETAIL NTS ~ P Ra'`,.+'~`'~ ~ ,,,,,, ~,,, I. E,I4n e.I4 rAn.. wN. ~ 4 swPe t' •P. swe A A~ t~• ~ ~+/x' Ero. m - • ' t 2 [ ..anl TYPICAL DRIVEWAY CROSS SECTION _ 1 ~~r+~.n1 L 4~ _ K~ _ _ _ - - J _ _ ~ B B F PLAN VIEW ~te`Rml~e :+ ~con~e.:m~ a . a+ ~~ 8 cw„yR e ~ ~v.e ., a,w h4 \ ~,..Ia~ ~. I ,. secnoN A-A secnoN a-a e J GENERAL NOTES - 4. w N....,,. ,..W„ n . ao..~ ~ ~ ~°'~'~t a n AT ,,,° ~,,,~„ 11 oPwu Rtu[ u .~u~wt a w«n =~ ae: u~a. ~c~n..~: ro.e ro .°u..."4wM s~'.~.:a.`w••w. x•" m.e ..e ..w. ea « w..n a ~ 4 w ~e t>e,..~ 4....r I~ ~ __ ~~~"',~t"~°„ ~~, ~°~~,°,;~,„° ~ ~. 4.~,~~;ro~t=~.a~~.~~.m~. m . w'm~°('.w~ newt ~^•. °'eP~..`.ua .n n. w~mw.v a w mr bhtra'~~~P CONCRETE SWALE DETAIL Nn q .."wt.a""ta.:, :°a....~, ..t .tier.. e....b ...t~., ~ I I I ~ ` +i N av. ~ ~- E a. •+ n . oa w.rgiXY1 °" ~ ~"~° motdx°ae..nw..wttn w rPO.vwMe n'q. e~"""wa°°°.u~ww°' SECnON An w stawtt.+.A[ ~ FLARED END SECTION SECng4 BB P.n 4.r w w 4ewn ° aM w m..a w m.n..t „'b~ %: a.°`"0'-"-"`a '.idi'.tn5:°..°it c.. n ..n .au+n «. eu it an w..n.m+.o•ew +~ ...,... a. °~... t.. ~......° ..t4.. ~I II~~II ~I tt,.,...., o.. a mot... •,wn. .......,~.m° .m ,,.. ~ >ot. ~...~ t> ~.n, t,. ~t,«t wt w.. «, .~.n,.:. (~ ~I DESIGN NOTES / _ 4d ..I n _~ 1 -r- I I x t/Y ~ ~{7, I H ~^ V~ ° C ! ~t~ I. ' u`°~ A ~ ~~r..•- 1 ~ ~ T_y/r --I ~ /x Ro. ~ ~•~T1~ ~._~,.. . Nd E .+ tt.,...... t°.tw... a e...n ~ r «p4 w ~O ~....w. ~ a, .. . ».m..a..~=tl" FLARED END - ,e Tvr'[ ^ ,_ -..,_ _ ~ ,~ , _ T ~ L 6i...,, ,n. I.,4.... a e. «° .. M.„,.I,n... ~ .......»~ w........... m. - sccna+cc „cam, ....~.~ ~. ....t,w...... a„t.,...,.t ..,.w....,.t .., ~w .....m.. ~..-,., w. o°,n.+. +n a ~.ooR P4..R~ a, m.4, ,.m,a. R REINFORCED CONCRETE JACHET DETAIL '" FDOT INDEX 270 CONCRETE WHEEL STOP NTS °~ PHPFARI~ Fr)R, S'Fni3, Ni~;9C'Y.IP)ILtN. °' cNlrcDaR(cDDBNmDs, mD. umEN~.~PmEP+~h~TNT~ BANTER HOMES TREETOPS R ~~ ~M ~- 11 ~,,8~ P~~ ~P~4v ~,+«~ ^~^~ 580 Trinity Lane N " " „'°"E ~ ;; ~ Florida 33716-1200 St Pctersbnr ~ „~ „ ; ' `mnsx'°O F.::l,=nr..~ . g, Phone: (727) 573-1338 PAVING, GRADING & DRAIN AGE DETAILS m o~~-m 14 „ >, t. ,, :f, ,J~ L~.i~i .~.~ :t~. yi~. I-/'y~ ryG 7 ra. - ~ RIW Finiih Brmb bellow O.A' vndw ~R. Lo' mee. ~u nwn mexnrliamNeYxer le^m;n. curb. ZO"mu, videwe ]0^3!" or Directed by we Ciry SECTION NOTE: All letoel mderieln, ineludingar{eovN Ctcuwm h.mweR,.re .o e.Ieud m ur n/w a m dm enemwl line ns rroted. STREET LATC•RAL ETAIL .~ ~ ~ .. ^~ n ! ' •1 ....•...... .~ I \°_ ^1 tea{ 1 i ~ i:. t' 1 I CITY OWNED I tfOMEOWNER OWNPD AND AND MATNTApJED MAMTAMED 6^ ServittlnlcM ANY VARIANCE MUBT NAVP, WRrFfEN APPROVAL OF THE CITY FNOML'ER. lar =~ I Iot lnl a ( ( ____________J__________\Vnrw M ein __.-;_--_-~______ _________ ____ ___________ _______________ ______________ Curb \J a~ O Svn. ~ WpmrSmia ~ ~ M.I I. (TVP~) Ben iinrv lnuml GLib~ ffmJ S'dwwlk 2 joint in pipe cony _ 2~ la \ NOTE: SAMTARY LATGRALB TOPE ~ \ I ` $de 7et Line Lb WRIPN 10'OF CENTER OFLDT ON DOWNHILL SIOE OF CLMF.R OF IAT. fTW 1 PLAN \]FW Rim MJf. of BVecl W nkr Mein snniwy nqe+n PROFILI SANITARY LATERAL LOCATIONS Coxmte PeJ 8^ Thick x 1'F Sq. 6" or B^- IIB Ocnd Plug (See Nub) Seww lakN CIEANOUT DETAIL r ~F- 95M" 1 10518^ 9 718^ --y ^1 I 8' I] IfJ^ CLEANOUT PLUG DETAIL NOTl GwmwPb6b be U.S. Foundry 76]1 w equal. opm 2Non-Prnevetln6 o p m p m Pict Iblw opo a o 0 0 D$ANITPR Yp poop=ap p S QE y Co R 0 ~p p p~ ~oo~oo 0 I 11 SOLID COVER R ~ ~ I T zs, Irze , ~-- ssva• -1 r--I RMG -SECTION ~- WeBhtg5lbn SOLID COVER SECr10N NOTES weight 1301M. 1. U.S. FOmMry Ne.ll]Ring AM RI. Corer,a Lyvel. SANITARY SEWER MANHOLE COVER cl.y mNF b ~ ~~ Ia•Ceeem 6 w.e nr A ~ A ~ a 13 a C.nrMri III` / Tlelmin g ^~`F g- Plpe lixry rypr.l li ~. squr. tmme ^~ ~ F'. r1AN. SECTION A-A A BWdaN 9.1'~fl J'd' n'MU )R'Ma eJn IU^EW. •-iv ra• 7n_ rr tmrw. lien 101.1'-la' 1'a• o1pi31Msrar~W vu.aw°veV "`^""'"°^"°'r"" .M SANITARY SEWER MANHOLE DETAIL Oul(Coast Consulfing, InD. """"'"°~ .SAMTER HOMES e~,.,-,_„.,.,~,,,,n. ~"~^`°"`°' Lend Devehpmwl Cpnmllmg TREETOPS II =' 12 °'-~~ - ~~n.~~+~*.-ws+na _"^mem• 580 Trinity Lane N _ """rot~'~~,a,~,M St. Petersburg Florida 33716-1200 WATER & SEWER DETAILS •. 14 gP Fru: mnlr+«m Phone: (727) 573-1338 m-os-os ND~~ ,NS,DR~.DNNDR,N~~,S„N,aD..u.....~~.,rt.P~~n>a" ni~.r~~'MSr~usv crsronn"co~Nxiar'nMwini Nn w.4u n5vrcixio ~vow~vs x'..u~vMO`cs x".e~o rt e D D a.eD Mu unmsrswvn. ~:~sw ~ M ~a ~ ° a.~m.~A~N ~ a ,~ ~:.~ rt~++r~l sw~r~5 M \ x.ase.lmlee;no m„~m.~m,.~ky SeaEle ~I Nw Ewih4 y BI . SU0. 9.31M Pol~vdryl.+x / '• m N l to mny May. utin Men SERVICE CONNECTION DETAIL © ~~ '~~~"o°~x~a ".~a~>wS.~DD,N~~RD~DN..~, I~ ,! ,a ! 5~ .i_Y {__~,r xe sro0t""Eld'.niSOAV aO ir00IMOtoFwaxSd ~f1 f~ ~, nrn uxamofi rnw xsmwuc. ie•evinw°MUV, wnr ~ 1 aHtln rl ~Q~j± w. ewe ~ 1-fDrnl d °~I. wuG;T; ~ 1~S.a~S.,w D N _ ~: ~ ' we ~ ,,.-.~.. -~ ~I V( WATER MART SERVICE LINES TYPIGL SECTION SmiVICE LOCAI'ION$ DETAIL ~~ au "`• w~.....~`~r~ .a~ewn p Ikln~a,.,:an Je mvO m Mna sae DS.am~v~ -\ I~~~ 1 1 OW~ww ~~lecat. ~ ~- vu~a we1Mb mllyaa+iemWq Rmn rta"ael wruD'°~A wmm.n PLAN VIEW TYPICALHYDRANT ShTTfNG Scup Sav cnmk Stldle snpll hve awbk MD6ILFA 1111150 uiA Sat WI lase weal s"epe Covgsmiun wlelxawesad WVel~ NNlmw wma Wmuw aun. a inm May. n nA Thw~aM Grymsewp Suq D.wW~o y Ilw NIA ~ ,~n~ ~ .R (TM AT II°ANGiti) ~ ~IIQI_"=1l sanrmlo~mm~x~fi. ~ a W s^I_::l " ~ SeaNe rtpvisd on • P.V.C. may m Swift llN:q Urixvpipe SiM neF uWYraley / ~ ww ~~~ RNeJ0.5DR 9. WOB PoIyMylwa Men.na v.ne J ~pwnMme Mm Wem Mwn TYPICAL VALVE SHrrINO CHLORINATION TAN DEi'AIL CROSS SECTION ' -slw iw•°+'eU' ..mmuxsa r.+ma~weewntim,.kre vwe rv~s. ~lese my 11y m°' xKi.m~a~rmndtm.eamrt. DNIT Ap Sxa"ten . w~RbC +v°ew sw° 5 ~-- ~'~' ~ 5^'Nax.e:~DYVJ N ~ us. npe MOO.m+liu+n+v ~ ~~ ,.~ ~ ~MM 1°n vain " r ~namm.~.l° a'r ew asmm o~ mr=w. snniuaas uuueenrmuumsoim im ~ T~aa~m O / ,.Wwslag5 1-PNNNYA_ TApM n4 °oneemM / ~pw ei wa U5y.5 ~eya.waa Mem F.XDfYM'NICTDN J 'rHMPOMRV RLOWGPE as DSmemaM. vrS TYPICAL HYDRANT SE'1'nNG P.V.C. PIPE R~ nLOWOFF DETAIL AND SAMII~,9 TAP TAPPING SLF.EVP. S VALVE Bl' CJTt' n ""'0 Gulf Coast Consulting, Inc. nxlrnxNJ VnX, aJner Descwm+uN. ~~~~ "' w eIx.2l~opmmac""e~lana SAMTER HOMES TREETOPS II - °~~„~ g~' „k,,~m~m ~w SgO Trinity Lane N 13 ° SKOT""a~„M„o St. Petersburg Florida 33716-1200 WATER & SEWER DETAILS -- ~~ my n.~e~e 14 oe: ranSS..MNO Phone: (727) 573-1338 m~llpnmmNnfil~lnsx ~ ~xmvavlmin nm Oa°46w.Ay ~bey~n~uma s. Sao IDSa3hryrml[Ymarvm¢Vu~. TITICAI. FIRE HYDRANT SPITING U[TAIL CRfGIN~1'i.. . .~.ba~ GENERAL NOTES eery swLOGrraurooav~eowalA) ~ ~ ~~.~ ~ A Z~O~ "~ L FLWNWI AfD werALL ®MA 81961881E PUwB W.IEMPAI~MA®L ~r~reoP si~Aw B ian ac1oA 7x~AmleYr aP r6A,rlpNeAAL PRD1EC11oN mEPA ~ ~b s~T iION& -- TOP FLANGE 54' DIAMETER E~ppg D~DGF 2 w 1A01Nf OONIIIOL PAN?L ON HIDE 801 OP OPId ID 821 FT/TDN 420 0 VOLTAGE PMABE ALL COAF'018AB ROAT8WRC1®ATD 00171110E ..~.. .+~,~.~. 1 BWLE NBa60111r BAR~~~~~ PLAN ING 1('~„ • ~ j V G ~y~ AOCFl COM1Bi ~ Fdi oYeIATGR BAFtT' °/ ~ ° r 1°"" ws~a mew Aro oa~'P roee~e u+s . ... +I :i ~~ct``, ~~~} ~. ,•7 \ eEYdOE W6P t AN fit®MOr011 Df~lUBI PoRt~IVAOE APPIlCAl10N NiM CLABBFRAULAl1011 BAM N1000HRX7LPAN3 BRE BECIICAL 00NIpA010Nro Ngl~E BBhGE OBCONECT 2 w,T®an Twain ao)erAmseeI NOUL s w,vE 0lwL ecawcAL eN1FT BEALB (9UCON Cf4NDE ON eucax cAtEOa lam uom«oA7~oR UOtlxtr~PelExN. eaor~wasuucoaaNA IEIa1 P1ACa,BJTTa1H PVMBiCd.PANY. (eff BE0lgcAL WBHf pAORAY ON re e.LtTrriu. BIffTB3g O I.OCAIED CGYtEIgY OUf dF 1FE Pu1PA0E N A BBAMTE a FLlJ6) cwu®t T1E LEa WaGAL eFilB aRE PRORCIa) Br Two tv 1r BFn1e, aNE ON TIE LowER wEr1®BD A1D TE ~corD oxTHE NoTOR BD -Trmu ~~ ~T~,:g a1PLt R B1lfABLT IQ7ALLlD ro PREha1f OF FOUR (4) REAL BUFAC(83 . N01 TafBiATUEWW.eEAlrlae MlED Fpi ALPS EIffECTANCf6w.opD CONTROL PANEL LAYOUT 2' PVC VENT \ No1xA Milli BAIL BEMD- ainr=lOw TYPE A1D 11E Low61 BALL BEAA-D - DGUaF Row TA'EA s ,,,EP,AO»MUL~o~a1®so,,,AT„EP1wraMAF„1aL~o~•,e1®,P, THR EE PHASE WIRING DIAGRAM BHN.L NOT IXO®YOTOn RATED 110ii~PYYNB1TKi0lglgVf 7fE BAR' 1}~ Viwf1E W~9.ACK YOIMFA P08f ND 0PEMINO R•VlGE 6 TE PVAP PBi'OWAANCE CiNYE QT4~P141~MOTgB BMNl fEpW W01RD A1O CAP18POF ORB OCB LBI IBt Y[B ECB .QQ \ B3wk'E OBOOINLLT MDI ~ UOMMAt•®BIHi ~- 2VX~Xg - OPBUTNOON 20B/rp YOLT WIIN ATR TOlBWXE VOLTAGE OOOro2eo) OP • ~ PBI LOCAL OOOE OOWBIE~VE BO% O O ~ ~ TI `0 owEIECBIfYLOGNmACroW PLAN wTpTgAR1CTUT® "' y ®aAa@uu~aT».u .. .. ^. o OONIIIOL PA/EI.111I11OB6NTOII K~q:PngE (N-BIU BOL18 PopAL1xfABJ CG•A3i BNALL BE AONE FECE UWf WIM NTCOML BOTTOM WALL AND UPPERFUIIOE NfBiDCX ~ OANW BIPRHB TIE BAIEf~.AB81VEf1VBl BWW.MAYEADTNNIC LOAD MTfq OF B11R Ef1IZ OONIC{IC11 P0lA'A• IB011 WATai ALAiN Uylf AMD IIOIN Wa M BATIBM BAOIOM pPROC®1/E U9W BYTE MAMFACIId8tM1H~lY 0~8fA BPEti'VG17b16 fH1LL n BE IEOIIfED AB Kw!•IM . All BAF70r 000 PUB11roe~e7ce AOC®B~C® p9NlD TAIlB1PROOF BtX.T9 BL11~BStlAlgf PI® MIJBI AID W.N IlONfB MNB100011 Tx7Nf BEAD ' JWL'IpN BO% BIW NB NN9TNE~lG l9RT LOADIq GAaB W, {101DOPB7 BAfET' AIN WIIN IEDYNtL o7w' fD 110aK CABLE 11ni1Hi BNALL tE TBC YOLV3-04T1 (8T7 ROVIDwTIM 2P X 9r ACCE88OPaW11O Rl3FOP~ FOR LOADMiNO ap YSOlH81Ff wflN HOLD OPa! BAFEIY AIw1 ND LOCITq DEUCE PoRMABP TYPE PADLOCK ro (B FLOAT L10/118 IBFOIIC® 9EIILE CN ALL 8P1® ALNY ®rc PLW arns- ur B/B r•w w Y ~ v ~ • zcGlDUr r Bv~Aee e/BdJDE RAL auGlar CANIDDI1C17 s ro r oecN.»aE ~soe1 aroTB.o BIWLBE a•xarxr WpN rrxpo LD.TNE aoxAro 7u B1A11 eE ^ , • roFLOATEEAne LOGQDDESTGE ~00N°ryro DB D~eoAaYA) FB@IOLAB9caevoenem-wTRNiiCRATEDx °~~ ~ roR.r IEAm Bre oIDERAIH ATe ~ ~ 1 Arm BrNlE88 eiffL Bppo -a1oE BAta ~si. a.alD LPPBi a.DE RAL eRACKEre CABLE NDLOe+ AMalGw eoLTe BMUP Pa~ae . d d °p'DA . ' O P rogo~e o Y b BHNL~BRABB BtYYAOE a•Yan gEp(vALYID WfIM C1ENF01Jf POinB T PIEIBA BEWBi GAe BIInY DBL11AI10! AND BNBB OAIE VALV9. NBIA Q NIO PAtB. Y DN ~,BCNEDLLEDPVO @X~H~X 6~ ~_ '^' BIN®OAIE VKYE AtD BANG pEClc VALYE wlm aErN our PGWr FLOAT BMftlEB k 181® BJ EIECiRD AIOOf3 fBJ 008w8D). .FMCIR!!BD% W/ALYfAY &B PAra AADw) ~ e " INO1B PU.P BlAl819WLPRDYOE BBNBi~EP-LPB acE RAL AB9B.ElJ®. C01/I110L PAIQ.AxICIgN BOX ROAT8WOO1£B, A4MXN NATCxB) AID s. ~ TBwfUL BIfi6 BMOWN OFaJ ~ OBBw ® OOVV®WON OOIH80 ACLBB30Al8roNBIaE PROFai OPBNTION AYDWAWiNRY. F011CL1NIT ^' NLET F4a.D LOCAIE lHC-0EAL ~YACAL PoR TIE COLPL.EIE PACKAGE ilwPNO HfAlI0N8WJJ.MAYE MP8AB.8. RAL ABBEIIHEW AND OIBUW10E PrRD AB8Fl9IDeY 4 EL ~ . PU,P DBD/UIIpE PPPD TEtlflCAL BALEB CgpGRATKVl REAnrro BIV FOR fELD NBYALLATxl1 FLOAT CONTROL GBIJB RM POWBi CA8t133 fOrCOID1AB W301I®BY NEC PANEL WIRING DIAGRAM ~ ~ T1E erooxNG OSllarroR Fa1®AnA r~o~a~. ro PEOAT ccw1RD1. cYa~ m'F (~ Yp{E eR1m P.VG iR07tBCAE 64L®CVRPC/iAT10114821N 14YE A4E TAWARSf6N (80)BrbYISB roPUP POWBi G,,HJg _ EL ~~ `~ ~ Q GENERAtOR RECEPTACLE FOR EMERGENCY P1IA OII PWER CONNECTION VITN INTERLDLK P14w 11.IBf BE //qM®ONIO mo.mr SURGE PROTECTION ANp LIGHTNING ® A ~-NL BtB1EMro P~VBR BTIIW Nro AWEf w51'COIR®. B lNA8t DOE f)~2 NP 8p rlF ^1a ^8 p••a OEW B y mn¢nm.n ~^KTa• PROTECTION DN ALL INCOMING LEGS 8/60 B Z ~~~~®~~A TM~~ 2 ~ ~a ° Yi6A01f 1tli N') ® PHASE PROTECTION SHALL BE PROV I-EO . PUP ON DyT•6ow T 2 4' M• 92 1T p11Ff ®MU 00C BwfIBA bllfY Ow00NEGR C01RlIR W V• ` xoa ^. PANEL MANUFACTURER SHALL BE A 'UL' LISTED SHOP. m•rnn BLUE 141 BBIBA AlilJNw PlP 1aB10/11 1R v YA - ~ } w• _ ~ D.W ' Wimd/f BARE NIO1TETMEl1 W K ~v~, L PANEL OTL I~iOSTn~IONSh MAKEOAILCCIWNECTIpI1S. PIM' OFi= I ro ~ ~ a inn. • . r me au 1 1 ANA+3ATAlON BJNOE W a.v • ` m ~ I l A A •rs ..x•.aem~ (a .m me aT.a n ,~, ~ , ~ ° a ~ ELECTRICAL RISER ~ ~~ ~ ~ '~~ ~ ~ ~ °~°'0a u. NdArt raa.TB OUr of SECTION ~ ~ D - rsaxeAroAwwrANGLrNG ' ~ m LEGEND ~ ouxnc Puw• 8fAT10N 48 INSI-E DIAME I-- TER ~~ G' I ro f m °j^i° iyi AM ALMIMdN LA WTINtD A11®IOR AL AIXYl80Nf IB LOTOR BEN6i FBB10LA98 WEIW(3L COIYIM IO Ip ALL/2gaF I °"'~'E ~7'"°'"° B'""°""E ~ ~ ~ ~ TECHNICAL SALES o ~ ~ GT 0 D >m D 4 0 m OR IXIRDI REOf~M4E OL9 OYBIAAD Mfl0H6 OOFPOMTION FDEP REQUIREMENTS «1 -av o w ~ g° ~ ~1" 1 ~,'(~d,a.,A°r ~ ~" "'"~1°"0A OM PROYDE OONVETe HOPPBi wn11g8LWE 9 J P ~ R BAT FTL1 filff ,~~~ R0 WIN OAyA<AOp wATB1WOB78+WABRWATa18PEa1L167 PROYDEBNAFT eFX L1DIIRNaD LxMNCOMIROL PAI6 Wd?R 0/r WAIaiLNE WIm A9/r W2 R FLAB61 iw FLMTBWRGTT06XAATOro R nM qB IDDAT010 ~ ~~~~ ~' dl OB6UlOR fECEPTA0IE ~~~ AIL ELECOTCAL PANH68NALL eE ABDVE TIE 100 TEAR ROOD ELEVAIXN OF OA RTB fEtlLAlgiilBMIAL BTii 8C BTARf CAPACnOR ~ ~ ~ M21 N NNE AV9A1B RI pD7Ow-0SE PUMP PERFORMANCE CURVE ,WONAIIC BI3ECfG11 N M• 1N 1 ei BTAWf 18.Ar ~ ~ e~ TAMPA R D8M PAX W008rJ-)w BCN8 NT8 Y""PA~DVp10 slusrosscalYnoH: "'°' R Gulf Coast Consulting, Inc. SAMTER HOMES °"""°`"'°""` P ,<~aD~abPmM.L~~.w~~K TREETOPS II = 4 cAewG . ^~ ~^^^~•^~^• ~~^^~ 580 Trinity LanC N 1 . .,1 -~ oe~s lrore~.a~ ~ S[ Petersbur Florida 33716-1200 LIFT STATION DETAILS . mT v i . g, _ 14 ~ n •~~ i a~i• - Phone: (727) 573-1338 oe-m-m , 8-\ ,~. ._ ~o .,~ ~ + , I - - ~ ~ ~~~u:~ 1 1 ~ i I ~ i ~ ~ I A 1 1 i 1 ~ Iv ; a; - 1 ~i e ; 1 ' 1 m vuwY mr 1 mr a w.w f o.wiED Y w o.~ °~ s 6 - (~~ I ~-1ul ® ((~~7 ________.__ ~ ________ ~ 1 _______ ~ ® ® _ ~ ~ 1 ~. o 1 ~ ® 1 1 ~ ir-a" 1 ~ _ 1 -.. ,r ____ __ _ _ _ I ___ __ _ ______. _ __ __ ___ I _______ _ __ __ _ _ _ .Q a,~ ~ __ _ _._ __ __ ________ _______ .___ uai -~{~{ ~ I ~~ -- ~~ ~ I ~~~ ~ I ~I -- }} -- ~~ ~ ~~- ~ f ~~ {- ~~ ~~ { { ~ I ~ ~ ~ - { } - ~ ~ .rm:c ~~ a noon I ' yy ~~ }}~~ ~~ ,,jj~~' 'I' I'~~ t~~ I ~ ~~~ ~~ Ijj~~ ,,~~99~~II II' { ~ ,. I ~ j ~ ' ~~JJ ~~ .. j~Y'~II ~'I ~~' ' 1 . , ~j~. J ~t ~ (~ ~~~ ~~~~ ~ ~~ r~ "os ~ O O O f~ Y~ro or yu ri. imm I ~~ ^qa^ ©°°° I ^^^^ °°~~ ~ oa ® oo ^^^^ ° ^o^ ^ooo ® o0 ® 00 ^^^^ ^^^^ , o_a..~~ ~;w,~ ,.. - - - - -- - I _ a~° I_ _ o_Y.~~ s~ >~~ Nortr x e~EVennN ~ auu mur ~ -BLDG 2 OPPOSITE HAND ii ~ PARAPET PROFILE ~ PARAPET PROFILE z PARAPET PROFILE a du. i ~~ -- A-6 -.'. v. ..-> -6 -6 SOUTH ELEVATION :BUILDING 1 MONTH ELEVATION :BUILDING 2 -BLDG 2 OPPOSITE HANG ~~ U~U ~~ !" - - . wca~ e~evn~~un : uUILU1NG l - BLDG Z OPPOSITE NAND SOUTH ELEVATION :BUILDING 2 -OPPOSITE HAND V~ d r~ J ~d^l~ ~~ fr--%. ,~ ~ ~. ~ I' ~' ~ . ,; ~ ~. ~~ ~a ~ a ~~ !~ ,~ ~I~ ~~ ! ,, I ` ~~ ~` j, i .~~ , ~,~ a ~~ u~~ .r ~~F ,1 1 r, i ~ ~ F ~ 1 r ~~ .° ~ 4~ ~1 1 ~ ~ d ~• C Q j a ,~ © a -a--,..~._.~_~. ~~- _ ~. ~. ~----r'1R~ N~~~~ ~~. !~ 7 z~:. LLB" ~~ ..~' ~~' ~ Q. ~', LL1 :yS. C~ °h N ~~~~ j _.~, %~~~~ Gulf Coast Consulting, Inc. ORIGINAL RECENED DEC 0 3 2005 PLgNNING DEPARTMENT CITY OF CLEARWATER MASTER DRAINAGE DESIGN REPORT FOR: Tree Tops II Clearwater, Florida CLIENT: Samter Homes 580 Trinity Lane North St. Petersburg, Florida 33716 Phone: (727) 573-1338 SUBMITTED TO: City of Clearwater Southwest Florida Water Management District PREPARED BY: ORIGINAL RECEIVED DEC 03 2005 PLANNING DEPARTMENT CITY OF CLEARWAIER Gulf Coast Consulting, Inc. 13825 ICOT Boulevard Suite 605 Clearwater, Florida 33760 Ph: (727) 524-1818 Revised November 21, 2005 GCC PROJECT No. 04-087 \\GULF-DC~Company\PINELLAS\Treetops II at Druid Road Townhomes (04-087)Wrainage\Master Drainage Report -Tree Tops 2.doc GCC PROJECT No. 04-087 TREE TOPS II CLEARWATER, FLORIDA Table of Contents Part A -General Information: Project Narrative Vicinity Map Aerial Map USGS Quad Map FEMA Map SCS Soils Map Part B -Drainage Analysis: Pre & Post Composite Runoff Coefficients Attenuation Calculations -Modified Rational Storm Tabulation Form Water Quality Treatment Calculations Underdrain Calculations Part D -Other Information: Operation & Maintenance Instructions Geotechnical Report 2 3 4 5 6 7 9 10-11 12 13 14 16-19 ORIGINAL RECEIVED DEC 031005 PLANNING DEPl„~;~yIFI,II CIN OF CLE;~RWA.~~R i PART A -GENERAL INFORMATION - Project Narrative - Vicinity Map - Aerial Map - USGS Quad Map - FEMA Map - SCS Soils Map ORIGINAL RECEIVED DEC 03 ?p05 PLANNING DEPARTMENT CITY C3F CLEARWATEP 1 PROJECT NARRATIVE • General Overview The 2.6 acre site is located on the south side of Druid Road approximately 1/4 mile west of US 19 within Section 18, Township 29 S and Range 16 E in the City of Clearwater. The site is bordered on the west by Sunny Grove Mobile Home Park and on the east and south by Progress Energy transmission lines and sub-station. Currently the site is vacant with dense woods and heavy underbrush. The terrain of the site falls from north to south at less than 1 % slope. The proposal for this project is to construct 7 town-home buildings totaling 39 units. • Soils The on-site soils as identified in the SCS Soil Survey of Pinellas County consist of Okeechobee Muck. According to the survey, the Okeechobee Muck soil group is a hydrologic group B/D soil that consists of nearly level, poorly drained sandy soils that formed in thick beds of sandy and loamy marine materials. On-site soils investigation performed by Central Florida Testing Laboratories, Inc. encountered ground water at depths between 5.3 and 5.6 feet below existing ground surface and estimate that seasonal high groundwater is 1.4 to 1.5 feet below existing ground surface. For additional information see attached geotechnical report. • Flood Zone According to the Flood Insurance Rate Map Community Panel N0. 12103C0128G, the site lies within flood zone "X" and is in "Areas determined to be outside 500-year floodplain." • Drainage Calculations Stormwater management for this site falls under the jurisdiction of SWFWMD and the City of Clearwater. Attenuation will be provided via a proposed detention pond and an outfall control structure which was designed using The City of Clearwater Department of Public Works Drainage Design Criteria Manual, see calculations. Water quality will be provided by the use of an under drain filtration system, see calculations. ORIGINAL RECENED DEC 03 2005 PLANNING DEPARTMENT CITY OF CLEARWATt~R VICINITY MAP ~ ~ Chaucer St ~ ~ ~~ -- -~ ~ - __ : _ . ,~ ~--Shelley St a; i ~ ! E --..W~.-_. - , as ~---~--- ----. -._.._ a ; - _. _ __--~_____, W I ~i _ 4 m - ___ . .. . ~ c Gulf To B a~y 9Evd -- ... _ . _ __ ~`' - nth st ,1st St iNpruid Rd E , , ~ 7"itEi=St 1(1th-~St~ -_ -~ - -- ; -------. c '-Jaffa"P1_ -._-13th ~-1~th fit; .,. ----- = t ~-~ +~~' '-,~ .o Bascom 1r~ay 15th st - ;==-==-=-; -.'~ ~ ____--Seville Blvd ,fi ~, ~ ._-.-.~_._....- 4 i ~b' _:.°~i~ ~~, ~~ Grovewood Rd - - _~a~pt~'6-., ITE r-.__ L....__ _ 4-- _ µ---, -___.___-._._-_-_.. ___ ..._._.____- , . ~ , _ ~ - `.< 1~linneola ftd'. ~ - Gienlroor Rd N __.._, ~~, -- Burnice Ur `_.._' - ¢; - - d ~ - --____- _ - ~ -- -~ -- >_ - - Q_ ~ Butterfly Dr~- E•uJfa'+n~ Di tee ; ~-- -- -- Gle nmoor R I , r - ~c- -------_.._ -~ ° ~ .~ ------- 501 ---- --~ ---~- M ~ .Q d ~'''o Q ~ N a - ~Trn is iirlitDr ~ .. P _ ~ .. °. - ~ a o + • ~ - ~~ ; - St ChaWrlas 4}t ~ mF ~ a Ea ~ .--. ~, . o v' ~ Teghouse Cr~-~ __ v O .. c _- Dorado P~ -- ------~-- - 4 a •'\ a^ ~ ~ ... -. i `~i yB.rentuvood Dr , ` . <t? ~ ~.~ , ~ - -~ ' _ _Teakxraad Dr C , P _ _ _ Dr ~ h H b < ~ ~ .~ a ers am a Viela Dr Claiborne Or `at`..: ~- ,'t ~r,' ' ~ -,_- , '• __._~__-_ -, ldorningside Dc y~`~~' `` ' ~a~ ~ ; Curtis Dr ~ ~ c F, ?~.' .. ~ T ~g~ ` ~ ~_ .-.. - M ~ 5 C>Jrtis Dr S rc3 ,. .. I r ' . ,~ 1 ~ Cr ' --_ - __- ~ `------ 19 ks Fair~an 26d~n9 .~__.__~m ~ f .~_ _-_-: ;r 1000 ft~: _._:__---:_~ ~r`Gtenann Dr _ ~: O _005 Yalrbo_ inc ©20o5.NXtiUTE(~ ORIGINAL RECEIVED DEC 03 2005 PLANNING DEPARTMENT CIN OF CLEARWATER 3 AERIAL MAP ORIGINAL RECENED DEC 03 2005 PLANNING DEPARI"iV1ENT CITY OF CLEARWATER 4 USGS QUAD MAP i i :~~ ^ ~ ~ '~• ~ t ~ ~~• _-. t. J T ~ F+ Y f t 'r \ ;r , , . ~. i. (~ 1~ ~ L+ ~- r'.y,. ... i'r f n ` .~::. + .~i t e ;;t.• ,- ~ t~' ~ r s ~_ a f ~ ~ , ~~ x ~ ~~ 4` ~~ s~1 ~ ~~,=, f,_- tiro ~ , ~ ~ ~ r .,: :t ~-~ may' J z..x J .•1 • + ~ 1 r ~ f .+1~.. a ~ ~~.__~ r- . , j ~,~,,,. ,,,,~ ~ t !r 'Y a. 7 Y ~ \ tT ~_ ~ `r 1~ 1 ~s 9- + .i L I• 1 l ~ xp .5 -m,.! 5 t-. ~A~. ~ r - y +''K~ r k ry{,1~t- ~t ~" 1. - `~fr`i I~ ~ µ~ ham; ~' ,~ ~~,, 't ~ / , ~ r~ r' L t i 4„ a~ +`' ~ ` `'~' ~~ ,. ~ ~ f F ~, r .s t k Y ' t~ 4 ~ ~. ?'1't'~ 7 ` ~ 9 I ff ~ ~ i, ,: '4~ti • 7!' ~ -i j~yr ~; r c ~. F+ +;: ~ .~4. ; +i~ iSA7 r r'~^ ~c'" f :x t w ~~ ~+:`"., ysrr ~!'F \. ; ~~ y" f ti ~J 1 ~y~y J '~ n d} p py~'f 1~ +~ -~7 r t ytr}~ .. ~b~ ~;! •: t r,+~`~, : i~ ~E,rS ~' f~~ ~ro ,1 i, i •~ ~. ~ ,r ,k~~l ~ iY- x 'k :5J ~ s~.ik +!~ ~i ,r as : '+ s ~ r+;,r k~~~1'~~+~+ ~v, r~G t i 1 ~+ta fir. 4,r rx ~ ~'s ~~ ~ y ~a~+~ ~ ~i tt. ~ r'L '. .4 1 ~'."Y 'r ff ~. !,, ^+ ~ s7~i ~ W;r t!3 a }~~ t~ -i~ ~ ~~~w r t ~°`r _ .. ~ T ,. yy,~ tr d i ~ tom;' ~ t + . ~1 Sh \+`f_ ~[. k/C. S.-~ MkY jM Rit M1f l'r i. ~.. t~ t -~4 ~x~t. '>~P b~~ ~ + .: „- ~ti~: ~ w+. f A ~ - ~ t y ' :~ < V r , iK +.1"~~'.'h 4't• - J a kr .r .. r ... Y. / ~~x ~ a.Y1. ~7 ,r .M 1' ~t ~K.A~1`';r~r~~~ rs .i f ~ ~~~r 'ti Ai ~~;,,• ~, .: tsar f ~ +.ti,~ ~ i ~ _ I~~. ~ + ~ v"„~ t __~ ~~ y~ r ~ ,^ Y /,, ~ ~. fV k" ~ ORIGINAL RECENED DEC 0 3 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 5 sttEUEr STREET ICJ APPROXIMATE SCALE eLw 600 0 600 d w ® NATIDNAL FLDDD UISURAMCE PROGRAM [~ a FIRM FlAOD INSURANCE RATE MAP L~ PINBLLAS COUNTY, FLORIDA nxD uacoxroxnzeD Anrns ~ DRUID ROPD PANEL 11B OF 317 y> 16EE A4AP INOfJ( FOR PPNEl9'NOT PRINiEOI > ~ C(yttAN$: CDAAAUTAIY $ PMIEl SURIf G C GFMWA~ ~ ar m® out a IAIIW, ~ OIa a ~ RMaIAf WJRY un Pi ll C ne o as y Unincorporat ~' "Ar~"'"' ~' """'~"'~""'~ ~°~~ rtoa ~Nr M ~ w I~ rrMo~Yse b Ore ~/Fn A ~ MAP NUMBER reas IzTO3cotsRs 125139 EFFECTIVE DATEr SEPTEMBER 3, 2003 BUR MCE D RNE Fedrnl Smageary Maoasemeat Asmcy 2 ~ ~ "' > > a a ~ ~ a < Thia b an alAciA copy of a pordon of the alwee referenced flood map. tt was extracted us{ng F-MIT On-Line. Thia map does not reflect changes or ementlmenta wMch may hake been made eWxsequent to the dato on the TROPIC HILLS BRIVE title block. For the latest pnxluct iRtormatlon elnnA National Flootl Insurance Program flood maps check the FEMA Flood Mep Store Mwaw. mec.feme.gw b _n ~' O m Z ~ - ~ j m ~ ~ m ~ II r ~ ~''~ I ~ --f D c V7 D -f 3 - trt rsT ~7 ~ --i SCS SOILS MAP ORIGINAL RECENED DEC 0 3 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 7 PART B -DRAINAGE ANALYSIS - Pre & Post Composite Runoff Coefficients - Attenuation Calc's -Modified Rational - Storm Tabulation Calculations - Water Quality Calculations ORIGINAL RECEIVED DEC 03 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 8 RUNOFF COEFFICIENT CALCULATIONS: PROJECT: Tree Tops II JOB NO: 04-087 DATE: September 21, 2005 gy; T.N. Pre-Development Land-Use Area C Undeveloped Area Open Space 2.6010 0.20 Per City Drainage Standards Total 2.6010 Composite Runoff Coefficient = 0.20 Post-Development Land-Use Area C Onsite Entire Parcel Pervious Surfaces 0.8236 0.20 Buildings, Roads, Etc. 1.4353 0.95 Pond @ TOB 0.3421 1.00 Total 2.6010 Composite Runoff Coefficient = 0.72 ORIGINAL RECEII/ED DEC 0 3 2005 PLANNING DEP,gRrMEiVT CITY OF CL~RWATER 9 City of Clearwater Drainage Calculations: Pre-Development Runoff 100-Year Rainfall (In) Coefficient (C ) Area (A) Q' Pre = (CIA) 8.50 (Per FDOT Zone 6 100YR - 15 Min TOC) 0.20 2.60 4.42 cfs Total Existing Discharge Post Development Drainage Calculations Q= ^ CiA where i egauls the 10 Year--1 hour intensity of 3.15 in / hr Q ={(0.72-0.2)(3.15)(2.60 ac)} = 4.26 cfs x 3600 sec/hr = 15,332 cu.ft. Q= ^ CiA where i egauls the 100 Year--1 hour intensity of 4.55 in / hr Q ={(0.72-0.2)(4.55)(2.60 ac)} = 6.15 cfs g 3600 sec/hr = 22,146 cu.ft. I~, STAGE-STORAGE &STAGE-DISCHARGE CITY OF CLEARWATER POST DEVELOPMENT ORIGINAL RECENED OVERFLOW INVERT = 44.20 WIDTH = 0.55 ft DEC O3 ?QQ5 HEIGHT = 1.80 ft 10 = 3 ' ' PLANNING DEPARTMEN . VALUE WEIR C T CITY OF CLEARWATER 43.10 2,747 46.50 14,900 0.09 DEFAULT VALUES TOTAL 'V' INCR. AREA AREA INC. VOL. OUTFLOW ELEV (ft^2) ' (ft^2) (ft^3) (cfs) , 43.10 2747 2,747 0 0.00 43.19 2966 2,966 243 0.00 43.27 3185 3,185 504 0.00 43.36 3404 3,404 784 0.00 43.44 3623 3,623 1,083 0.00 ' 43.50 3777 3,777 1,305 0.00 ~ ,~ 43.59 4047 4,047 1,637 0.00 43.67 4317 4,317 1,993 0.00 43.76 4587 4,587 2,371 0.00 43.84 4857 4,857 2,773 0.00 43.93 5127 5,127 3,197 0.00 44.00 5365 5,365 3,590 0.00 44.09 5792 5,792 4,065 0.00 44.17 6219 6,219 4,575 0.00 44.20 6370 6,370 4,764 0.00 44.29 6460 6,460 5,336 0.05 44.30 7425 7,425 5,405 0.05 44.39 7617 7,617 6,045 0.14 ' 44.47 7809 7,809 6,700 0.24 44.50 7877 7,877 6,936 0.28 44.59 8117 8,117 7,615 0.41 1 44.67 8358 8,358 8,315 0.55 44.76 8598 8,598 9,036 0.70 44.84 8838 8,838 9,777 0.87 44.93 9078 9,078 10,539 1.05 45.00 9290 9,290 11,227 1.22 45.09 9636 9,636 12,032 1.42 45.17 9982 9,982 12,866 1.63 45.26 10328 10,328 13,729 1.85 45.34 10674 10,674 14,621 2.08 45.43 11020 11,020 15,543 2.31 City 10-yr Storage 45.50 11326 11,326 16,3 81 2.53 @45.43 45.59 11584 11,584 17,355 2.78 45.67 11843 11,843 18,351 3.04 45.76 12101 12,101 19,368 3.31 45.84 12359 12,359 20,408 3.58 46.00 12845 12,845 22,424 4.12 City 100-yr Storage ' 46.09 13195 13,195 23,531 4.73 @46.00 46.17 13544 13,544 24,667 4.93 46.26 13893 13,893 25,833 5.12 46.34 14243 14,243 27,029 5.31 46.50 14900 14,900 29,361 5.64 ' NOTE: THE 100-YEAR PEAK DISCHARGE AT EL. 46.00 OF 4.12 CFS DOES il ~ NOT EXCEED THE 100-YEAR PRE-DEVELOPMENT PEAK DISCHARGE RATE OF 4.42 CFS. The Retention Volume of 22,424 cu. ft. is retained at elevation 46.00 Therefore, the DHW Elevation is attained at Elevation 46.00 ' ORIGI NAL RECEIVED 'I ~ DEC 03 2005 PLANNING DEPAR t TMENT C f1Y OF CLE ARWA tER 11 _ "" : C~~if +Coast Consld>~>tg, Inc LAND DEYELOPIIIENT CONSULTING * MA TRANSPOETATION ~..~..,m..,.,,,,~r. - ~~f>• . _.. a. ..m 4 ~ PLANNING RY'i630~'StieetNmtt; Stiuifellp , . ~.. ~ ENGIIVEERING ~Ci~Itiratxl;Flaid~ 33~ .. `F #.. PERhITi'TING P1Y '~i}~-1818 ~ ~ DATE: 9121/2005 PROJECT: Tree Tops II GCC PROJECT NO. Storm Tabulation Form 04-087 COUNTY: Pinellas ORIGINAL RECEIVED DEC 031005 PLANNING DEPARTMENT CITY OF GLEARWATER BY: T.N. w BARRE DRAINAGE AREA ELEV. OF H.G. HYDRAULIC NOTES LS ~ z LL w CROWN ELEV. PHYSICAL ZONE 6 -FREQUENCY 10 YR ~* Gross Area ~ ~ z o LL FLOWLINE E LEV. ? w w wo ~ C= 0.17 ¢ ~ ~~ ¢ ~ z Fall N o ~ ~ w w = C = 0.90 ~ O LL z w z ~ c v ~ J o ~ r ~ D ' Fall ~ ,. U ~ v ~ ~- ~Z t- z u~ mF m^ p w wzz 0 0 wc~.> n w J ~ J ia-~ ~ zw nw.~ ~u 5~ .,.,;,:,.,: ::Headij MAT w ao c~ OJT U ain ai u~i TO ~ Q ~~ v=ii? ~ov~ ~uwi ? ~ ~~? ~w ~w ~w ::::TOSS'.:'. n= v-'i >'~ v~? REMARKS 1 0.38 AC EP 45.60 45.57 0.02 15 0.05% 1.32 1.62 k= 0.5 ST-6 Inlet M 35 0.12 0.02 0.25 15.0 0.4 6.38 0.25 1.62 46.00 44.45 44.25 0.20 RCP 0.57% 4.32 5.30 Qinlet= 1.4 ST-7 0.26 0.23 43.20 43.00 :::0:01:::: 0.012 :::::::: :::::: :::::: 1 0.02 AC EP 45.57 45.57 0.00 15 0.00% 0.07 0.09 k= 0.5 ST-7 Inlet M 34 0.01 0.00 0.01 15.0 8.1 6.38 0.01 0.09 46.50 44.25 44.05 0.20 RCP 0.59% 4.39 5.38 Qinlet= 0.1 ST-8 0.01 0.01 43.00 42.80 OpD 0.012 1 0.03 AC TOB 45.57 45.57 0.00 15 0.00% 0.10 0.13 k= 0.5 ST-8 Inlet M 27 0.01 0.00 0.02 15.0 4.3 6.38 0.02 0.13 46.50 44.05 43.85 0.20 RCP 0.74% 4.92 6.04 Qinlet= 0.1 ST-9 0.02 0.02 :: 42.80 42.60 i4©Q 0.012 ;; :; 1 0.27 AC TOB 45.58 45.57 0.01 15 0.03% 0.94 1.15 k= 0.5 ST-1A Inlet FES 27 0.09 0.01 0.18 15.0 0.5 6.38 0.18 1.15 46.50 44.15 43.95 0.20 RCP 0.74% 4.92 6.04 Qinlet= 1.0 ST-1 0.18 0.17 42.90 42.70 i'.i:0[01:'. 0.012 1 0.05 AC TOB 45.57 45.57 0.00 15 0.00% 0.17 0.21 k= 0.5 ST-1 Inlet FES 65 0.02 0.00 0.03 15.0 6.2 6.38 0.03 0.21 46.50 43.95 43.75 0.20 RCP 0.31% 3.17 3.89 Qinlet= 0.2 ST-2 0.03 0.03 42.70 42.50 ::::0:00::: 0.012 ::::::::: ::::::: :::::: 1 0.27 AC EP 45.57 45.55 0.02 18 0.01 % 0.65 1.15 - k- 0.5 ST-2 Inlet M 154 0.09 0.01 0.18 15.0 3.9 6.38 0.18 1.15 46.00 44.00 43.60 0.40 RCP 0.26% 3.29 5.82 Qinlet= 1.0 ST-3 0.18 0.17 ~: 42.50 42.10 ::©;00: 0.012 1 0.51 AC EP 45.55 45.48 0.06 18 0.04% 1.23 2.18 k= 0.5 ST-3 Inlet M 168 0.16 0.03 0.34 15.0 2.3 6.38 0.34 2.18 46.00 43.60 43.25 0.35 RCP 0.21% 2.95 5.21 Qinlet= 1.9 ST-4 0.35 0.31 42.10 41.75 Q0'I 0.012 1 0.51 AC EP 45.48 45.43 0.03 18 0.04% 1.23 2.18 k= 0.5 ST-4 Inlet M 95 0.16 0.03 0.34 15.0 1.3 6.38 0.34 2.18 46.00 43.25 43.05 0.20 RCP 0.21% 2.96 5.24 Qinlet= 1.9 ST-5 0.35 0.31 :'• 41.75 41.55 O;Q'l 0.012 ;; ; ;: 1 0.11 AC EP 45.57 45.57 0.00 15 0.00% 0.38 0.47 k= 0.5 ST-2A Inlet M 27 0.03 0.01 0.07 15.0 1.2 6.38 0.07 0.47 45.40 43.95 43.75 0.20 RCP 0.74% 4.92 6.04 Qinlet= 0.4 ST-2 0.08 0.07 42.70 42.50 ©;©(? 0.012 1 0.06 AC EP 45.55 45.55 0.00 15 0.00% 0.21 0.26 k= 0.5 ST-3A Inlet M 82 0.02 0.00 0.04 15.0 6.5 6.38 0.04 0.26 45.60 43.55 43.35 0.20 RCP 0.24% 2.82 3.47 Qinlet= 0.2 ST-3 0.04 0.04 42.30 42.10 ifli44 0.012 ; ;[ ;; 12 Water Quality Calculations: PROJECT: Tree Tops II JOB NO: 04-087 Total Site (Including offsite DATE: September 21, 2005 BY: T.IV. Basins A-B Treatment Type Perc Treatment Rainfall 0.5 In Basin Area 2.60 Acres "TS" Total Required 0.108 Ac. Ft. Volume @ 44.20 = 0.109 Ac. Ft. POND VOLUME SUMMARY: PROJECT: Tree Tops it JOB NO: 04-087 DATE: September 21, 2005 BY: T.N. Pond Volume Elev Area (ac) Volume (Ac Ft) Volume (Sq Ft) TOB ~ 46.50 0.3421 0.6692 29149 46.00 0.2949 0.5099 22212 45.50 0.2519 0.3732 16258 45.00 0.2133 0.2570 11193 44.50 0.1808 0.1584 6901 44.30 0.1704 0.1265 5509 44.29 0.1483 0.1218 5305 44.00 0.1232 0.0824 3590 43.50 0.0867 0.0300 1305 NWL ~ 43.10 0.0631 0.0000 0 ORIGINAL RECEIVE DEC o 3 2005 PLANNOF ~LEARWA~EE~ CIN 13 UNDER-DRAIN FILTER DRAWDOWN ANALYSIS E h ^h V ^V Lmin Lmax Lavg HYD. FILTER FLOW AVG. "T ET NGVD TOTAL INCR. TOTAL INCR. GRAD. AREA Q=KIA FLOW INCR. TOTAL (FT) (FT) (FT) (CU FT) (CU FT) (FT) (FT) (FT) (i=h/Lavg) (A=Lh) (CFH) (CFH) (HRS) (HRS) 44.20 1.70 5,015 2.00 6.30 4.15 0.4096 306.0 679.4 0.0 6370 4558.72 0.11 681 622.2 1.1 44.09 1.59 4,334 2.43 6.30 4.37 0.3643 286.2 565.0 1.1 6007.83 4377.58 0.11 641 515.8 1.2 43.98 1.48 3,693 2.86 6.30 4.58 0.3231 266.4 466.6 2.3 5645.55 4196.44 0.11 601 424.2 1.4 43.87 1.37 3,092 3.29 6.30 4.80 0.2857 246.6 381.9 3.8 5283.28 4015.3 0.11 561 345.5 1.6 43.76 1.26 2,531 3.72 6.30 5.01 0.2515 226.8 309.2 5.4 4921 3834.16 0.11 521 278.0 1.9 43.65 1.15 2,009 4.15 6.30 5.23 0.2201 207.0 246.9 7.3 4558.72 3653.02 0.11 482 220.5 2.2 43.54 1.04 1,528 4.58 6.30 5.44 0.1912 187.2 194.0 9.4 4196.44 3471.89 0.11 442 171.6 2.6 43.43 0.93 1,086 5.01 6.30 5.66 0.1645 167.4 149.2 12.0 3834.16 3290.75 0.11 402 130.5 3.1 43.32 0.82 684 5.44 6.30 5.87 0.1397 147.6 111.8 15.1 3471.89 3109.61 0.11 362 _ 96.3 3.8 43.21 0.71 322 5.87 6.30 6.09 0.1167 127.8 80.8 18.9 3109.61 2928.47 0.11 322 68.3 4.7 43.10 0.60 0 6.30 6.30 6.30 0.0952 108.0 55.7 23.6 2747.33 0 44.20 DLW (TOP OF TREATMENT VOLUME) T~~~,I I-I~ad ~ ~'~~~ ~~~,~~~; .'~+'~rjafal~ Fi~t~r Ar~a~ 43.10 NWL (BOTTOM OF TREATMENT VOLUME) 42.25 INVERT OF OUTFACE PIPE 6.00 DIAMETER OF OUTFACE PIPE ~ ~~ ~~~~ - 42.50 ELEVATION OF CENTERLINE OF PIPE 6370 AREA @DLW (s.f.) @ EL 44.20 ~ (~~~ 2747 AREA @NWL (s.f.) @ EL 43.10 - ----- - - _---- -- 2 Lmin ORIGINAL 6.3 L max RECENED 5.42 "K" 180 REQUIRED UNDERDRAIN LENGTH DEC 03 2005 23.6 TIME FOR SYSTEM TO DRAW DOWN (24 HOURS PER CITY OF CLEARWATER STANDARDS) PINING DEPARTMENT CITY OF CLEARWATER 14 r ~ PART C -OTHER INFORMATION - Operations & Maintenance Instructions - Geotechnical Report ORIGINAL RECEIVED DEC 03 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 15 STORMWATER MANAGEMENT FACILITIES OPERATION AND MAINTENANCE CHECKLIST 1. VEGETATION: (Structures and Drainage swales) a. Need for cutting and/or spraying b. Need for reseeding c. Need for fertilizing d. Evidence of grazing e. Evidence of motorbikes or other vehicles 2. FENCES: a. Loose or damaged posts b. Loose or broken wires c. Accumulated debris in fence d. Condition of gates 3. RETENTION/DETENTION AREA: a. Undesirable vegetation growth b. Slash and other debris c. Berms 1) Erosion /Breaks 2) Settlements d. Levees 1) Settlement 2) Any breaks e. Slope failure f. Surface drainage 1) Condition of open channels 2) Catch basin condition a) Manholes b) Outlets 4. FILL AREAS: a. Settlement or cracking b. Erosion c. Slope failure d. Rodent or wildlife damage 5. SWALES /CHANNELS: ORIGINAL RECEIVED DEC o 31005 PLAI~INING DEFfIRTn~E1vr CITY OF CLEgRWATER 16 a. Sedimentation b. Bank cutting c. Debris accumulation d. Condition of riprap or other works of improvements 1) Undermining 2) Damage or deterioration 3) Adjacent channel scouring e. Adjacent property damage 6. STRUCTURE DRAINAGE SYSTEM: a. Drainage outlet pipes 1) clean or dirty water 2) Pipes free-flowing, no obstructions 3) Evidence of seepage a) Adjacent to pipes b) Lower 1 /3 slope 7. SAFETY HAZARDS: The items to be checked at time of inspection may include above, but are not limited to those listed. 8. UNDER DRAIN FILTER SYSTEMS: a. See Attached Under Drain Maintenance Recommendations. 9. BIOFOULING: a. Check system yearly (at minimum) for accumulation or growth. 1) At grates (outfall control structures) 2) Outfall Pipes and structures and the connection point of underdrain to control structures. References 1. Sewer Maintenance Manual Prepared by Municipal Engineers Association of Ontario for Ministry of the Environment, Ontario, Canada, March 1974. 2. Smith, T.W., Peter, R.R., Smith, R.E., Shirley, E.C., "Infiltration Drainage of Highway Surface Water", Transportation Laboratory, California Department of Transportation, Research Report M & R 632820- l ,August, 1969. ORIGINAL RECENED oEC o3 2005 PLANNING DEPARTMENT CIN OF CLEARWATER 17 1 DETAILED OPERATIONS AND MAINTENANCE CHECKLIST FOR UNDER DRAIN FILTRATION SYSTEMS Infiltration systems have historically had a high rate of failure compared to alternate stormwater facilities. Because of this, the following detailed instructions have been prepared to ensure system functionality and to maximize the lifespan of the system minimizing replacement costs. Most of the maintenance should be focused on pretreatment or upstream conditions. INSPECTION: After Construction: The system should be inspected after every major storm event for the first year of operation to ensure proper functioning. Drain times should be observed to confirm that the pond drains down to the normal water level in less than 72 hours. Monthly and After Large Storm Events: The system should be inspected for damage to structures, slope stability, and vegetative cover. The system should be inspected for damage, signs of petroleum, trash and debris, and sediment accumulation. Ensure that the contributing area, facilities and inlets are clear of debris. Ensure that the contributing area is stabilized. Annually: Inspect the filter fabric by removing a small section of the top layer. If inspection indicates that the trench is partially or completely clogged, it should be restored to its design condition. ORIGINAL ' RECENED QEC 03 2005 ', , PLANNING DEFARI"N1EN; CITY OF CLEARWATER 18 MAINTENANCE: Standard Maintenance: Repair undercut and eroded areas at inflow and outflow pipes. Remove sediment, trash and debris, and oil/grease from structures. Semi-Annual: Remove trash, debris, grass clippings, trees, and other large vegetation from the trench perimeter and dispose of properly. Mow and trim vegetation to prevent establishment of woody vegetation. Annual: Clean out inlet/outlet structures and outfall control structure. Remove grass clippings, leaves, and accumulated sediment from system area. Re-sod area to restore ground cover as needed. ORIGINAL RECEIVED DEC 03 2005 PLANNING DEPHl~~(vt~VT CIN OF CLEARWA7Ek 19 Cen>~Eal Flo~'Nda ;esl~n,g ~abvratori~s, inc. 12626-40TH STREi;T NGf;Tii CJ..l=4AWAT~R, FL 33762 TAMPA 8AY AREA (7271 5729747 FLOI~iDA 1.900.2-CFTC FAX {727? 294-0G23 April 11, ? ODS tVLt. Roger Broderick Broderick Bi Stress SSt4 Fork Boulevard rlarth Pinellas Park, P133781 Re: Preiinunary Geoteebnicat investigation braid Woods Tovmhomes Our Report Na. Y ~ (485 Dear Mr. Broderick: ORIGINAL RECENED QEC 03 2005 PLANNING DEPARli1ll~~~T CITY OF CLEAR~/s~ATEk A.s instructed by Mr, Duke Eaton. our ofiiice has corrductEd 2 limited geatecl~rica3 im~estigation of the above rePeronea3 property. This investigation consisted of six (6) standard penetration test (5PT) borings pesfcrmed in areas of planned ~ruc~res and two (2) DRI (Double Ring hrfiltratian) tests in proposed ponds. The purpose ofthe SP'1' borsnge was to provide engineering properties ~f the soils and to allow ns iq make n erg r~eCtrmendatiotts as to faundaEion types and their compatibility with the existing soils. Tire DR! teats aid shalto~v sng~er borings perE'ormed in the proposed ponds provida genetsl soil s data relating to eompositiaa, rr;at~r table levels, and estimadEs of seasorAai Ivgh water tabla Ievels neede3 for desi,gi parposes. J Genera! Site Conditions The subject property is located on the south side of ihuidRoad, east ot'8ElcherlRosdnnd west of U,8 ITighx+ay l9. More spe:.~cally, it is bordered on the west side by an existing mobile name cammnnity and Fto~SS IJnetgy transmission lines on the east. Druid Road provides the r~o: them boundary with titaintained attde`vaiop~d 1~d Ff'esent dir`ctly to the 90Uti1. The property currenity crnrsists of vacant land contaanin~ dense oak tretis and underlying native vagetation. Paths were eleatad by athe~~s i4 pivvide access to fire approximate lecatians shown on the attached sste map. '~esf jviethvds The SP- barir_gs were done wing sampling intervals in excess of those required by p,S~'M Specifications, D-1586, describing rho Standard Penetration Test or "split-spoon" method of sampling. hour samples were taken in the upper ten feet ~eo pmo~ide ~i2ater dafinition •witbin this ume. s a N _~ U U U ~.tid Woods 7'ownhomes -Limited Gea~echnical Ir+vestzgation Repo~x ~ 17145 Pave 2 The perntratian resistanc€ test7ng and ~npie te[cing way accomplished Kith rite use of a 2" O.D. sampler seated six inches into the bettam of the bore hole and advanced an additional one foot undfs the effort of a j 40 pound hainner fall ing freer}' th irty inches. The number of blows reyuir~t of the hammer to advance the sampler one ;not into undisturi~ed material was noted as the blow court (N} of th at particular stratirn_ Portions of each soil sample so taken, were classifred, seated in rnoistiu~-proof comainer and retamed to our laboratories for verification of fCeld classification. Borings were advanced using z rotary drill rig utilizing a restircuIating berDtonite drill fluid to maintain the bale hole in nancohesive souls and m rezrrove cuttit~s created by the drill bit. Upon completion ail boring; were sealed in $ccordance ~Nitb ,SI~FWMD regulations. Hand auger boiin,e~ pe-farmed trz co[juirtction wide the DRI bests -vere accomplished with the use of unsthole diggers and Hie Ivan type hand auger This method of sampling aiIows far Soil samples in appraxirnately six tech vertical incr~nents to be retrieved m the sa[faoe fors~isual cla.4sificat`rnt and aollec~ion. SPT 3ori>dg lZesnlta As indicated by the attached boring laps, candidvns encaunt~d were similar, with very loosE to dense grartnlar fine sands being encoiuttered to an averzge depth of 20 fact below existing ground. At all but ooe location (9-S~, sends were generally followed by a . combination of clayey sands, clsys, and lirnestane. At lCcati one 2, 3, 8c 6, what appeaxs to be competetrt iimestans was encAwst3erad while at locations 1 and 4, only a thin lens of weathered limestone was fond that vras und:rlain by stiff bo very stiff clay soils. At -b- lotatian B-5, the boring tsrminsted in a sliulntly loose strata of a granular fnte sand with a . ~~ trace of clay, a Boning $-$, tivhieh found sands to a depth of ~4 fe~t fallewed fry very had limestone tv ,,, tl~e termination depth of the baring at 30 fee#, ~disglayed a very loose strata at a depth •~i 20 feet Taking into account that this layer is below sands af' loose to medium dance consistency, whir the upper 5 fee# Consisting generally of mediiuzs dose sands, tl'ls conditi;m should not pose a problem to the proposed struetutes provEded that it is trot ;~ widespread and that proof-ro4ling be performed. cC Gmundwnter levels we~'e encountered at depths ragging from -5.4 to -S,S feet, 3epending on location. ORIGINAL RECEIVED I' PLANNING DEPARTMENT CITY OF CLEARWATER C~ntt~~f FE~>~id~t Testing Labora~v~ries, Inc, 'i2625-40a"Straet M13arih, Clwnvater, FL 33762 ,r7rufd Yloods TownTrar~es -,G~m~#zd Gentechnzcal It;vestfgatzan Report # 171485 Pagr: ~ Ge~eraC $u~aing Poundatien Reco~tmendatiioa9 used on the drafts obtai-ted, conditions are acceptable for supporting tfie proposal nea~ construction viilizing allowable sail pressurrrs of 2,OJ0 psf. This value st;ould be assumed for at grade ar near grade fvtrrtdations. ?lease be ware that this recamrnetulatlori is based on the conditions found at the speclfit '.ocatioos drilled and may or may not be representative of areas not addressee by this initial investigator. ConSiderittgtnat bcring locations ire stake3 by your o~iea and roc by a ragiste~ed land surveyor, locations drilled may not be exactly ss rearesentpd by our :ocatian snap. pace access to the rest of the site is available, we recomm:nd th$t additional borings be performed in proposed buildings t~~ determine consistency of these initial findings. Due to isolated `oose near surface soil$ and the potential far disturbed s-~rface soils afre- ;lze completion of sabstantial clearing and grubbing operations rzqulred to prepare the site; the fallowing recommendation is provide: We rec;rnmEnd Shat aft.r stripping and gruiabiing of trees, topsoils, and vegetation; that the pad area plus a ten foot Ferirneter buffer Strip be proof-called to increase the density cf disturbed near surface sandy soils. Proof-roiling should inc)ude a n:iaimum of three passes in eacb of two Rerpeneieular directions by a Brian tTpe vibiabary compactor capable of exerting at least 35,flOti ft.-tbs. of dystamic farce to the soils. Arry fill soils rewired to bring the site to grade s)sould conform to the following general fti9 specification' All fill placed withixt the building pads should consist of clean, nons~ohesive sandy soik. Fill should be placed in lifts not exc~ecling are feat is depth and compacted to a minimum density of st feast ninety-five percent (95"/0) of the soils max~num dry density as established by ibe Modified 1'roctot' Test, AS`f'i~l D-1557. Each lii~ should achieve satisfactory density results prior bo plat..-rnent and cortritaeticn of subseq~rent lifts t,~ eliminate the p~sit~lity of densz sail bridging over loose insufficiently camFac~d soils, This requirement applies to fill placed prior to eonstruntiott as vs2i1 as fill pieced inside stem walls. Do~olsle i:~ing Int;S[tration TestR.esaits Two (2) double ring infiltration (DRl) tests were performed at the approximate locations skrown in the proposed ponds located on the east and west 9ldes of the property, ORIGINAL RECEIVED Central Florida Testing Laboratories, Inc. 7Za"Z~-40a' Street ~3o~th, Clearwater, ~L 33762 c~ -~ ~~ Q _~ L PLANNING DEPARTMENT CITY OF CLEARWATER Drum foods Tow. nhnmes -Limited veotec~tica~ Irrvesiigation Report ~ 1'14$5 Page4 Snfiltratio~ rates at both test locations were eery siriilar, myth the average rate asteblished at 5,1 rniqutES per inch. This equates •bo approximately 0,98 feeUt~r, afiier 4 tours of testing will the Est apparatus 3ea~d 2 feet Maw the surface, Al( the above da-:a i s shown in our attae~ed Bauble ring infiltration test report sheets. Limiisiavas This investigaticn and report deals only vrith the soil fines and Strata Iocat~ed within the area rept~sented from t}~e gound surface to the termination depth of ~z boring;. >(t =.s not i3tended to grtdict ar accept responsibilit; for sinkhole devetoyment oz identify buried debris. Other means of subsurface investigations including, but not ;irnited to, dew structural wrings, rock wring er geophysical studies are used for sinkhol;, patentia] detet~rtination s ~ are out of the scope oi' this investigation. Generally accepted soli mechanics and fourdati4n enginesring practices were utilized in the preparation of this report; and no other warranty, either express,ec3 or implied is made as to the recmnmendations provided. This report is lot the exclusive use of onr client and ma}' not contain suffccienf information fvr other uses, such as quantity take-~t~'s, or for interpretaticra by othor parties for bidding pur~oscs_:n the event conclu9ions andior recommendatiorn bated on our Baia are made by others, _sucit ConClnsions and/or reca~e~datians are not our responsibility uaIess we itave been gv~ an apportuni#~' to review and concur •arith th-gym. Soil strata delirtrationsare estimated in the :geld by color cbas~ges, texture dit~erences and pwetraiion resistance ~~alucs• These may be mare graadual transitions than tlco~ <_hoP,it on the boring log r~reaentations of strata dal'meationa. _ Tae ground water depth determination sltawn on the bottom of ti~a boring log wo< measured in the bore bole at the time of Brit ling, unless noted otherwise. This depth does not refle„-t seaaonat high water levels and `could fluctuate as expected with variations m rairrfail orother-factors not present at the time of cur soils investigation. 'The boring data represents only that data obtained cut~ing this investigation at the appraxiriate locations shown on dxe site schematic or plan. Should significant variations of soil ar subsurface eandiiions e~i,# betw~er boring Iac~tions and b= encorznte~d by future exploratvryworc or site preparation effvris, our office should be ne~fed so that supplernan~l borings, ar data gather'ng determinations can be made to upd$tc ow t~eport and recomtr<endations at a minimal expense to our ORIGINAL RECE[VED 03 Central €Ior~da Tes>hng Laboratt?rres, Inc. 12825 - 4d°1 Street North, Glearxater, FL 33762 a ~~ a Q f-- m _~ PLANNING DEPARTMENT CITY OF CLEARWATER Druid Moods Tmvrrhot7es - .Limited GeQtecit,~ical Imfestigatio~ Report ~ 1714&S Pam s client, II is the respoz~s:biliry of our cfierii to inform our office of these variations if passible modif'icatiorFS of the report is w$rrent~d. 'Fbis report is general in nature, unless speLifia geotealnical data or recomtrter~da#ions were asked m 1:e addtessetl, However, we would be pleased to anstvcr any questions roncernmg eotrtments ar recarnmendatiams made in this report. We appreciate t1e nplsostur-iiy to hzive been of service. Tf any iurtl3et evaluation of the site or testing services are needed, either prior to or during coIIStniction, p)eese do trot aesitate to cont~^.t our office. Since-rely, CENTi~A.L FLURIDA TI:~STING LABOIZATOTtTES, ]NC. Tom Gates director of Teobnical Services TG/GCShg s~l,~~ George C. Sinn, Jr., 1?~l`• President ~r~r~~ D''J L°1L~ li ORIGINAL RECEIVED QEC 0 3 2005 PLANNING ©EPFttZ:~1~~•~7 CITY OF CLCaRW;~TEtr Central P~orida Vesting I.aboratoraes, Irtc. 12825-40'" Street North, Clearwater, FL 33732 ~~ Q ~v ~v _y CC ,CO 0 .~ N f y U 0 N L d !: Cl. W N I ~~: ~ i j~„~_~~' ~~ ~;'~ ;~ ~' AQpfC~mriateS$eLocatlop ' ~,~ ~~r! ~_ I' ~` ~ ~ DEiL1101NbC[1S TOYVIIHOfu7E5 ~ .,lu..r~ ...1~~9f:'~ f,i~l if ~: I J ~ I' '.IIISS~rr1 _ -~~ . r i • i i~ i ~ ; ; .ur.~r! ~- 1 .t -1 l ~'--,r_---~~'YI 4i~ `' it "`"- _ is ~'we°°°:b~ _ 1y1~~~;.; . ~, w ~. ~ ~,~~' s6'~a"or' ':~ ~~ i7 i~ 1I I: ~, ~~ ; ;~ m!ar ~%1 ~. I• .' j__E1F ki ~~_~ le.a °? alN ~ -. il~ ~~ ~1 S. jl. f Cen#ral Florida Testis Labs t.~~e~a FEgura 1- ~acatiort .~e~f . a 'i/~~9 p~V~~ ~~~~~ ~40~~ FL~ulellanGertS[ ~Tal?£~r+~si ~:::" C~ierr.'17.isALOm V~TL ~ TawNHo~~S end ~u: ~~ ~~r~ Sena ~ St~sRage ~ RMadCa~vl ~w,stl~ CFT1 !fib No. 171485 "- -Ycdl~ ..... Immrl+>~u aiu~ Clearwater, Florida ~ p» f~E~ ..- DEC 0 3 2005 PLANNING DEPA}~TMENT CI1Y OF CLEARWATER -=i- CJ Q a> E I- N 7 _~ U 1lrurd i~aads Taw»homes -Preliminary Ggoteci~~cal ~rvestgat~nrr Lab ?Yca 1 %i485 A rogi~nate ~'cst Locations Appro~cimate B+~rir~g ~..ocatrorls DRUIp WOODS TOYt~P~H~IVI~fi Ciearwa#~er, Florida CF'TL Lab No. 'f7'1485 ~~~~ ~~~ r ra ~..~.. - _ _ PY ..~ •~ W I _~• t ~` ~ _ _ I! d "I ~ ~ ,,~ I` r ~ II e - ~~ I ~ ~ _ B s ~ :I ~~ ~ ~I .I 'a ~ _ t ~ ~ U9fiH~ ~ ~ I ~, ""' DRS-i ~~~ n~ ~.~~ DRI 2 „~ ORIGINAL RECENED DEC 03 2005 PLANNING DEPARTMENT CITY OF CLEARlNATER ~, d ~, ~_- ~, _~ U d d Central Florida Tesfang L~bvratoe~es, Ins. 1262,5 ~ 40~' Sfreet forth, ClEarw~r, FL 33762 ~'~~ ~ Ae~al Pha~ograph Qf Slte Location DRUID 11~l~~DS T'011~dN~i~~~S ''~ ~~ o~rids Diea~v~vater, FI ~. ~F~L Lab No. 'I ~1 X85 ~- N a .y .y .y ~~ ~v ORIGINA! RECEIVED DEC 031005 PLANNING DEPAR"CIvtI:iV'! CIN OF ClEARWATER I ~ R AP~~ Cilertt Broderick B Stross ~pott No: 1T4485 ~ ptajt~: Dt~itf V~laods Towninornes L.~g oi: 8or~ale: B-1 ~/ ~~~ L.+ac~tLor~: Druid Road E3eDe Urilied;133116/5 sesm~ Ctly / Slaat~ Ciearr, Florida ~ R 8u~urEaoe Fyvnle Oen fl ~ c'~A~ ;t,,. Sid wzs fine v-its roata Sand firr 'M6't tRSOe Pae 3tawn - - . Send die txaven fine ked. ~ Stutd i_~:,~ Ve I~tearoam nnearainnd, - ~ ~ Sand '- ~' gown, fasEorsinad• Seed Gtktrro-1n fEne 10 Sand S~k redd~s bravm,ftrsgrbfc~- 15 - sated Ri3dd~ah aaym, fete , s~dY ~Y Brown. 111~.~f1't~.ttalPr# 1~~ --_/ Whtta, atneeecua wiBr frtrsea~one cry ~ ~. G~ ~ Fi.n"9 Mo;4es: ~ri7i1 lAethod: RaRary SetrEp~g Me~od: 8~1btspoott ASTM D-46~ Canels~ncy ~, o bra Pr~elreilon test l~h! Cauht ~ (btM+eRt} tvot~ ~ Q 24 40 q~8Q~1~ trim dente '.fir, 11 18 i ~~ dew ~$ 13 r(f~IFy ixea 345 9 tca~ 3~ ~ meefaan dense x&-46 ~ 2~ denoe ~ g..~ti~'I ~ 37 salt I ?r4-1 ~ 2 soft ~ 1-0-4 ~ 4 ~~ ~ 5~1s ~ ~ WaOer Table: ~.6' ©rasecf 1~levatfaa: E:~s~tg Dtri®ed by: dSI.~A ORIGINAL ~~~ by; pG RECENED PLANNING DEPARTMENT CITY OF CLEARWATER a N Q C U E _~_ U U ' 't~ ~ ~ ~'~°v~e Crlief7~: BIB@t1Ck & $tT055 ~ ~ ~ ~~ Pr~c~ Druid Wcods ToNttttarnes ' lvcativn: quid Road ~+~~~ C~Ey I Smote: Clearwater, Florida Report Na: 171485 Lctfl of B~breho>}e: 8-2 !'babe Drtl~etf: 03116!05 s ~' Es .°n ~ ~ fi~bsurfeoe RtQ~I(eGC9CfSjt00Yl Ca16iBt~'~Gy ~ ~~ b ~ Z $l3R~t11t~G11E3}^dtI0StT6~ (h),~IR) 0 2D 49 fiEl 80 X00 l~hl ~a~ oo m _ d 9urFacs G 0 ro« ~~~' ~ gt~, fine grayed, wfth ~aana bees tR1 deatee ~ Ti1eCG ~7 12 . i ro E~ fi >g meditan dat~- 5~s t 1 g 9a a w . t S 6 fao~+r~ fine 'net loose li - ~3 7 Sand a y ~S ~ ~V~roalabr+o~ tTrs_flrairred, e6ghtlylaose 3,.38 9 S~ ~ seal I I 10 ~ deseee ~ X11 19 ~~ ~ m FZeddesh Erawm, fe1E 9rainsd. 15 Sand i h ! E C derege I 8-15.20 (35 I r~egrssa _ sewer, ~cayls ~•' ~ - t~layey an~ltt i~ ~.~ ~ fgregrmned Br~n Y ~ ~ , { ~ ~a , thtre,tarre ZS o~ wc~ltteiedl Hard ~0 5s dc taio~ t " t r}„ ` { 1 . Herd ~ lira 5Sx0° End vt Btting i I 3~ lla~hs: 10036 {cse of dd~lfidd et 28.11'. ilY~er Tebie_ ~.B' BwehaEa ~~ed end gmubed, ORIGINAL RECEIVED DEC 03 2005 Gro~gtd E(evatiat: g l~~iifed by- .75J.tM _ Carnpatet~ tsy: PG ftr711 Thad: ~N ~Pah-9 ~: gi~t~e /4S7'1Vt E~-1b~8 CITY OF CLEARWATER Shy 101=1 ~i Q _~ c- ! ~ ,+~° ~~y~o Clie~tt: Srodericic 8 S4r~ss R®poet Nv: 171485 Pra)ect; Rtuid Woods To~vtlhamas Lai of Borehole: B~3 4~$tlo~; Druid Rid D~ 1?tilled: U3/16/0 iar~xc Gay i $tgtty CteaNv~4~t, FIoC1da o s~~ ~ ae~a~n a ~~ S ~n ~~ata surface 0 '~`• 5ai~d ,,~: fine x~+focla. 3Alf~d Pate brow+t t}n~ ned. 5 ~id • _ ~mwr- ~ ed Stand Qar~ h~cvn, fine gs#ted 1a Send BrowrR, r$1e grg~rled, 15 ~ Ser1Q F'aie btv~vi, fins graved. Spy try --~~++~~~~ ®rorei~ - Sarrtdy C;t~y ~ 9~• ;t.~rr~aaeane 25 !recd. Frtd c~s~tng c~ar~istency 1 sferidard n F~ ( ) z a ~ ~a ~ so 100 sbgFr}iybase 34.5 ~ 9 tnedum denoe 3S8 11 very loose 2'i-1 2 very loose 1 ~1 ~ 3 e~~ ~ s~ nted~s der~e { 5.612 ~ 2G fnm ~ 2.2~ ~ fi doles; t~ [oafs oPdrilF fttid VIre1~ 7abie: ~.8` Borehole p@uggec and pra3tecf. Grotnd Ele~-etlost: E~Irui ORIGINAL ~~ ~ JS/JAA RECENED ~P~~ ~ PG ~~' "'~`' ~~~ DEC 0 3 2005 ~r„pr~ ItAe~iod: s~>m~ ~s71w D-1ssl~ slit ~ ~~ PLANNING DEPARTMENT CITY OF CLEARWATER ~ ~ ~ I _ I CJ Q _~ V d 1 ~ ' "`~Ra~ C~er>t~ Broderick ~ Stross Repots No: 171985 ~/ ~ ~~ Rr: maid Woods Totivnhorne~s 1.6g of Boreh:sle: B-0 L.vcabton: braid Road -Date Drliled: ~3f16108 ~+~ Cf~yl Stye: Clearwater, Florida ~ ~ g ;~~ S~surfa~a Pra~9te De9alpt~on ~' g~ Court ~erd0rd Qendra~a+Test Labf ~ tom) dotes D Zt? 46 6b gG 100 ~ Q i . .. Gr+oiasd 8urter~ 3~td ;~:.:;~: tme _ with ante. 'neaurn dense ~ to Seird - rcx~n firff ~ dim roofs. SR~d p 3a.8 14 ~ 4ot~n fine i v ;'.' ;:~,,,~ ~~ V~ypa~s6merr finagreA+ed medumd~se 356 I 11 med~e deire~ 583 16 Sand 1l) Re~sFe hr~+a+, fine ¢ained. m~umd~ &15-1& 26 16 - _ _ _ 3~id Pale b~ one ~S'a+ned, ~]fuRS dense 8~6 ~ yy 1 12 ! ~ a ~- 2Q San~~Y fsm } ~.q T <., E.~ht gar, Wih'E aF~dl. A a C - U E ~~ ~ $ wee i ~ ! -~ p~ ~ U t1r~t IHeltlod: Rata~- $~,pi~ I~od: Spf~espoon as'i'M D ~ 66e ORIGINAL RECENED QEC 03 2005 PLANNING DEP~k~iv~~~v? CITY OF CLEARWATE~ Wes' Tmbi~, -5S' (4rroand Etgvt~c~n: 6astRt® Aril[e~i 6y: ,tSldM GvmPi4ed 6y: PG s~ ~ of s ~~ I~'~' - 1 '~ N O x cs '. ~ ~~~o Client: Broderick & Suss Re}~oTt No: '17'f485 ~~~ Prvjed: Druid Woods Tvwnhomes Log of 9crehole; B~ l.vcatio~: Oru#c~ Road Dade Drilled: d3/i6105 City f S'~tt8: Clearwata~r, Florida $ $ Su~,efe~ Fh~lile E]eeaiP~o~ ~ ~ 61aw Sl~etd PenelrallonTest Lr,6f Cmeis+perwy ~~ ~ tom) = 0 20 ao ab ~ 1QG sum ~ ~ ;';~,: fine 'ned ,~ r~_ .-s~s 40 ms' sand "'e imle Ir~ed vrtth trams moos.. sated a~ e-6.s t, ~ b~ n~ „ ,,, s ~ sand v rx+e ~mea ,~-2-~ ~ 7 ~ Sand very ~ ~ ,~d, mc~um dertea 5~-B 96 ~a _ _ ~,~, ~„~,, ti,~ +. ~s15 as medium dense - ?5 surd Red6tsh Eravn, fart gra~+ed ~ 1 e~-~s ~ f on~diiun donee ~ 5.6-1 7 d ~ Faf° 6r~-r'' fine Br~ucd. °~ Y t~Bh j ... 1 brown, Arse 9rs4i1ed, vr~th trgce clay. 8Rd 0(@xhlg wie~~ W _ es: Wefe-s Ts~te: -6.~' Ground )`lavstion; 6osiin9 ORIGINAL ~~~ ~ JS(JM - RECENED Gore~iled ~ PG Ddil Metiaad: i~ry slfe~e~ T ai' ~ S~ur~pling b#~o~= 3p~paop ~3TiVt 8.1596 PLANNING l~EPF~k te~~,_.~~# CITY OF CLE,~ki~b`.~iEk ~,- ~~ .y i- _~ •v .~ .~ CC i i "~--~, CllextR: Broderick & 5~'oss ii~eport No; 174485 ~oject: Dtt:id Weod~ ?Crn+nhomES L,og of ®orehale: B-8 ~~~~ Loc~o~: Did Rbad Qate D~t1Eed: 03!'.-i31Q5 -~ C'dy 1 Si:aba: Cleter, Florida St~tts~e ale Damon ~ ~~ . Sid ;Y.• ~~ Send ,sm+rts. ~;~;~:~;~:~ ~avrd 5 f0 ... Wry dstfs brown, fne ~Sned 15-I :: 3~rtd - ~ brnwrn erttal firtr 9t~ed. ~• ~[-:.. stone Kam. 9~d of 9 Cm~urt ~ ~ ~ Teat z 0 ?JJ 40 60 @1 100 A~4sit~R1 d~zGe 38.5 14 ,~,,,~,,~ ~~ 56S 11 __._.. PapMi}r Iwsa 3.4.3 7 sllgy~y laoea 8-~S 9 I ~ I~ Rtr~aatr ~~ ~ e.s-i 1 ~ 19 y~y ~~ , 1-0-1 ~ 3 Notes: Rio low cf dliq ti>Jld. Water Tebka -b,7' Boreivok pI~c99Ed and gouled. Groemd lrtevetton: Exiatln~ ORIGINAL Ditilled ~-:.1S/Jh1 RECEIVED ~p~d ~ PD a~u - DEC 0 3 2005 s+~, ~ ~ $atntpt~ Method: Spliiispo~ aSTM 8-166 PLANNING DEF't1rcI'ivl?~fv?' CITY OF CLEAR4~JATER N d Q ~_- _~ U G ~ ~ _ API 20(~JE (~ Pf7~roder -~Asso-tes ~ ~ NC~7 5~187~ _ P, ~ ~ ~ ~ a '~ e~ ,~ ~~ ~2 J ti ~1 ,~ ~°~""`~~ ~entra~ ~1or~c~a ~'~~t~ng f.ab~rator~e~, Inc. J~~~ ~avretP~h~ ate. ~~eum~ <.. ~ •:.• ~..>: •~ .'r-.Sr- 'i28~~-40~~ 67Ai~i'NORTH • CI.E1lRWAY73FT~ P~. '~T62 ~..~ :,.. A ~ , .~ Elsi TAMPA 9AY ARPA ~f7lt 67~T~'I t` LOAIpA 1~8o0-Zt~-cFTk FAIL ~'-2'-) p84~ I k I I I I I I I k ~ I MAX RATE°4,8 m1n:Jlnah --- ~--I---f- -- ~ ---I - - -4~ - -- -I--- -I-- -. . f I 1 I I I I I I I I I I I 1 I I I I f I i ! I I I I __I-:. _~~_y_~~-~~_~._..I.---I--~--I--- I ! I I ,I I I I 1 I ! I I ( I _-I_.....~~_~__~__~__._J..--1Y...- I I I I I I ! I I I I I I I I I I I I I I 1 l I i I 1 I I I I I l I I I f 0..0 O 5 7A 1.5 ~.0' 2.5 3,0 3,5 4.0 4.5 EIJIPBED TIME tRoufa} 111lATEF~ TA~L~ DATA WATER TABLE AT TIME DETEST: -~.6' SEASONAL H{GH 1NATEIR TABLE: 1.Fr' NRCS SOIL TYPE: Urban tend • Myakka Complex NRC5 SHW l~: Norse Provided DOUBI~ RING INFILTRATION 1'E~T. Rroject: Druid Woods Client: Broderick ~. Stros$ Teat Dnte: 03-~~-05 Lab No.: 17'14A6 LOCATION: No.1 -PROPOSED RETENTION POND ELEVATION: ~' BELUVY ExISY1NG GRA[)E peptih +f~.) Mluns®! Nn. peasoriptlan o.o - ~f,b ~ o YR ~-~ Grmy fln®sand wnaroe roots 1,~ - 3,Q 10 YR 711 Lt. gray t'gne tsarnd w/sm,all mats 3.Q - 4~1 10 YR 518 Brown i~pa sand 4.1 - 6.7 10 YR 714 Very paler brown fine sand S.T • 8.0 10 Y}2 X14 I.t, Yellowlsi>~ brawn fine sand pot DEPTHS REFCMIGNGEV ~iN~S c~anUND C EC 0 3 2005 Engineer fn Charge _ ` NG DEPARTMENT Data Received Time Apr•12~ 4~llf'M ~ ~ ~ AP~-20~iJE U~'~4 Pf1-~roder-c Asso~ es~ FA?~ NO 7 54 187 P, " . ~~~~ ~ ~~1~~~ e ~v u r ~~ c E a~~ ~2 ~_ ~1 central F~or~da besting taborator~es, tnc. ~y ~8~~~b~ ~ ~~.~ 12615-+WT}~87iiEeTNORTN ~ CI.EAiMIAYfR,FL aa799 '1'QMPA BAY J16iEA 1117} 672-Y781 FLAF11O11 1.800.~bCFR FAl[ [J17) 2Y9~00~'d . I MAM RAT~i~.2 mlrr,llnch ~ -I---I._.. .- ~-t-----I~----I---~---• I I I 1 I I I ! I I I I ~~L_....._.I _ ~_._ ~__ ~_~J...._._ ~ _. I __. 1 I I I I I ~ I I I I I I i I k I I I i I I I I ! I ! ~ I I~ I I I I l I I I 1 I I 1 I I I I I I I I i I I _..~_~I_..__I__~~~~__.--~----~_--~--- I I I I 1 1 I I d_o r~.s ~.o ~_s zo z~ ~.v a.5 a.o EtAP8Et) TIME {haur~) a"s V11'AT~R TA~~DA'TA WATER TABLE AT TIME OF TEST: -6.3' SEASONAL MIGFI WATER TAI~LE: -~.4' NRCS 5011. TYPE: Urban Lend • Nllyarcka complex NRCS SHWT: Irdotie Prvvideei E~OUBLE RING INFILTRATION TE5-f Project; Druld Waod~ Client: ~roderlck >~ Stx~oss Kest Dete: 03-31.06 I_ab Nv.: 171"486 TEST LOCATION: No. Z ~ P~tOPOSED RETENTION POND TESY ELF_VA'i'ION: 2" UELpW EXISTING C~rI2ADE pepih {fl.) Mun>sel Mo, Dasariptloo Q~0 » 'I.a 1Q Yl~ 619 dray fine sand wllar~e roots 1.~ - ~_e 10 YR 7lt Lt. gray flue sand wlsmall r~oats 2.8 - 5,2 10 YR 714 Very pale brourn tine sand 5.2 - B.tl 'lU YR 4!3 Brown tine sand ORIGINAL RECENED ~:: EC 0 3 2005 NJ, DL'P'TFI~ EiETfcREPlCEDF d TIN'O 41i,0UN0 wtAhINING DEPAI~tTIV~[ CITY OF CLEARWATER Engineer fR Charge ~~ (ieceived Time Api••12• 4.11FM I ANDSGAPE INSTALI nrlnu unrFa U ALL PLANE MAT9BAL9 SHALL em Fl-0WOA n C4E BETTER AS eIV@I M, ~ T~fG1AR1' 1998 EDInTxA PL9L1'JE9 er 111E FLORIDA DEPARIHEM OF 1VRE AID CONSUNBt ~ yIOES. Z LOWnON OF PLANTS ON THE PLM ARE DIAORAM1AnG- SEE TIE LAIDGCAPE AAGIITEOT FOR aESnDrs ON E%ALT LOCATION. TIE PLANT MATERIALS lJ9T 19 PROVID® POR nE GOM~FZIIENCE OF nE LANDSCAPE LONiRAOTOW SNCLLD HERE BE NIT DISLRtpANCY BEnEE1I TIE PLANT LIST ANp TIE PLM, THE FLAN 311ALL PREVNL 9) IT IS TIE LANDSCAPE GOMTRPDTOAS RETiPO1GIBErtY TO IN' E n1AT ALL PLNR BFD AREAS HAVE PROPER DRAINAdB'fQt OPTIMAL 6ROHM Op LAIDSCAPB MATERIAL BEFORE INTALLAndI BE61N. 4) TIE COMiNGTOR 511NL MSURE TNAT ALL FLAMING 15LMpS AID OnCR ARFI.~i 5HN1 Be GLEAN OP TRASH, COIDTRUGnON D®R15, OR OTTER W VTE MATERIALS TO A DRIN OF Z4' PRNJR TO LAIpSGAT+E INTALLAnON, sl ALL PLANT BEDS AND TREE RIN09 9HA1L BE TRPAnD w1H A PRE-B~ERBEM NERBIGIOE AIp TEN TOP-OR/J,aFD Mnf 9' pf9~ P11E BAfIX NI156ET0, µ11$•I IREEi 51441 NAVE A TREE RIMS W 111 A MNIMM W ]4' RApE5, ALL IEIN 1R@S Np PAL}6 • BE 6TNC®. µ1 E%IOTM9IRB.:J TO REMAIN SNALL HAVE A D' RADQ9 MAGI RIMS AT A OEQfN Q S'. 01101 9DD SNAIJ- BE ARDT'MIIE BAHIA 9W APPRO%IIMIB.Y 46A00 5P. A5 SNOWI GI 11E PI.Vt CONTRACTOR SHALL DETHUEIE EWDT OUANTInE9 IN TIE PiB.D. 500 ARFAS 5Nµ1 BE INMTAItEO DY TIC GONTFNOTOR PROM TIE nME OP IWTALLAnON M TIE nME OP gNAL ACCEPTANCE TOP W 500 AND MAGI SHALL ~ I' BEI.ON OIOEWALK T) TnECS 9FR211B5, AND GRGAID CAVER i L BE INSTrV1ED U51NB TIE POl1OMIN6 PROCET%.RB. PLAN PIlS SNALL 8E EXCAVATED TO TYdGE TIE DIAMBIER OP THE PLANT ROOT BALL. APRAre BJ05nNB SOIL BBPORE BACKRLLM9 PIT. ADD A6RIPORM FERflllffit TABLET" TO EKAI PLANT PTE, AS FBt TIE ~ IFIUnp6. 0) TREE INTALUnOW ALL RFifiRREO TRBS'J1JJ.L BE INTALLED I' - Y ABOVE RIItlSH GRADE TREEB INTN1® CR ELRRD TOO PEEP 54(.41 BE RESET TO THIS 9TA/DARD. REMOVE TIE TOP 19 OF TIE wRE BA9KE'TS CM ALL B 1 B STOCK. EXOTIC PEST PLANT REMOVAL ALL INVA9fvE ExDnG SPECIES < A9 BRAZILIAN PBiBZ, LHINuE TAL10Ij AND FlAK TREE. MBT EG R[S1Pi/9 FROM nE 5dlE FXQTIG TREES Alp 91f099 SHAl1 BE GIT FlLSl1 w1H PIMSN GRADE RLy11TMB D116P3 SNN1. BB RB~ET1D iRG4 TIE 511E Qt TREAl9l MTN M APA+OvEp 102BICIDE CONTRACTOR 511A11 TREAT LUf S1U49 HYM BARLON M TROOPflA OR RODFA HIYiBIGIDC TO THE GAMAM DYER A9 PER MANRKnAER5 INSTRUCTON, AT TIE RTLdg40® STRCNBn1 TO PREVEM RE'-BROMIH. APPLY NCRBIGIDB IM{91ATPlY ARLR TRINK'f AFE cvr rD PREVEM sAP FROM sEALIrAZ NauNOS. RE+D12 ALL w46re MATBaALe Fl+DOLem BY THIS WORK FROM TIE Olre Alp DISPOSE OP TI@1 M A LEGAL 1v+aEa. TREE pROTF~.nnu unrca U DLWNB LND ALTHiATION .4p CONTRIICTON AGTMn~, IT SHALL 8E N6AYTLl TO REMpVB VEOETATIOH 8Y 6RUBBIN9 OR TO PLACE 501E DL"Po91T9. CEBIR9, 50LVEMS, HALNINERY OR COtC+1RUCTION MATHtIAL OP AMY KIIp WITHIN TIE ORIRIIE OF A TR12 TO RDnAIN ]) BffORE CONTRWTbN STARTS , µl PppTEGTED 1Rt£S 1N1/d1 BE RM® A9 POllDYG PRUIE TRffi TO 1]' GJ?AR TRUNK 1EI6M, RQ10VE ANf DEAD OR OTY an TRIRKS CR BRAJICIE9, AID R@IOVE YEAK Qt GR059CO 1NWIC1E5. ML CN9 91W1. BE MADE SUFPN;IENILY CASE TO TIE TRUKK OR PMENt LIPID, MniOVT CUTTTN9 IMO M DRAIICN COtII,R OR LEAVIIL A PROTTy1pINg 9TVB, 90 THAT C1.O.ARE CM READILY STMT. ALL IiTIMMINO 9Nµ1 BB DOfE IN ACCOROAIICR WTH TE AMEfDLAN NAnONK STNDARD6 INTITUIE (AMU A-9C0 PFUIIINB STAIDARD9. 0) ROUT PWAlIN9 9144E CGfAR IN TIE LOCATIOIlS 5)pMN ON TIE PLAN. LOIIIPAOTOR SINLL 9CVHi lIE ROOTS GGR HIT11 A SHARP ROTRIA@IT, TO A D9P1N OP ID'. A ]' LAYHt OP MAGI SHALL ~ IWEOIAlBY MRITD OVl3t TIE 9URFAOE Q F.WOS® RMI~ aF PROTECT®1R®. A'AIL AID WLL BB U9® TD BORE VIRR ROOT 5Y51@6 WEN UIILInfEi ARE TO EE INSTALLm Mn11H Id aP A FROlECTOi Tli[E COMRADTOR 91N11 PROVIDE A 0' RADM MNACN RIMS AT A DEPfN OP 9' ARL11p ALL UfN}nNB TREES TO R81AIN 41 ADDInONALLY, GRANGES THAT INTE1>PERB WTH LONTRGnON OP BUILDING 911ALL BE PRLIED ROOT AND BRANCH PRUNING NO a ROOT FFLWID, IE£ORL RNDINB, PAD I~ARATK%4 OR GV,AVASON FOR PAI2KINB AREA CLRB`. 5106'W,KS, OR DRMEMAYg, TIE RgDT9 OP IWAG1® TREES H15T EE PRUN'D wTN APPROV9J FAUIPMBIf OIE FYgf GIT9IDE OP OARWFAS ALL ROOT PRLNIH6 SHALL BE COIDUCI® BY A LILFIEED L6MFI® ARBORIST, NO MAY RBOVIRE nE CITYS ATIDGB9T TO BE PRESENT GRINS n119 . U A OE:TNLm REPORT OUILNMg THE RFGERI9 ROOT PWRIN9 PROCLDURE9 SHALL BE PfEPAAJ~ BY A LIC01P~, C.H2TIR®. CONGA.nNB At>BOW9n TO BQ SVBMTI® TO A LAIDI APE MLHITGT FOR APPROJAL. L /3L DAMAB® ROOTS ATE TO BB C`w055D TO 90VID n__ `AID SEVBtID (AFIfiY. ROOTS ~ L DE PPlRCD TO A p~IN OP ID INGIED DBgi 11E EXIDTIN9 QiIDE qi 10 1)E DET'TH OP DISnRBANCE IF LE% 1NAT 10 IN'AE- FROM l1E EIGSnN6 ~, 9) FROMIYLACTIC 1REATMBl19, 9UG1 AS TIE APPLICATION OP M191CIOES MT'O M PRUIMO TRENCH, wLL BQ REQUIRED TO EN91.Ig TIE LPAST ANGAIT CP DAMAGE TO PRUP Rp015, 41 AFIHt lA14%.BnGI OP FOOT PiNWN9, ALL BARKERS APE TO DG TE116TALL®, AID TIE AREA EEIDE TE DARisER M TO RPLEIVp CORE ABtAnCM U AOFOnAre HALER MFST BE S.FPIJEC TO ROOT TiLREp TREES TO AIDE M POOL RE6EIEnAnp1 AID DIYREA5E sTR~s. D) BRANCH PRUNING, /J.L 51RUCTVRAL AID BP/AnON PRUNING MIST BE PERFORMED PRICK TO LAID CI.EATLIIO B'T A LICEIEND CENTIPI® ARDOR)5T ACCORDUIO 10 AN91 ODa FRLNINB 9TNDARpS. --TR1M~110 LEADEILS, 1>l1M1 NATURFL sINPe W1IR SURVEYRCS TAGGING TN£. 0' LBIBTN 9 - ]' % ]' STAKES ORIVII! INTO ~V8L11ALI µ OBMIN L8161µ 9TAKB5 AT 1]O` ANWE ARiXJR TE tonrinas [ROWI OP ROD1BAlJ- SIWL E! MSTALIID I' ABOVE FRE9N GRADE 9' MNIMM HIIILII LATER. RSTNL HTA.CII ]' AINY PROM n311K I ~ -~-~~ ~~ A~A~SiasnN69mL ExSnNG '- APPLY PBCnLIZBi TABLETS 0.R1NB TPA INTA11J.noN PLACE rABLers BETNEBI TOP AID HEDDIE OP AOOI' IV 90. 4. 9AUC82 RM NITH 9' MAGI ON TOP M61 NFLEY~ARY) 9ALGHt SNµL BE IMllgq'I AND NEATLY CONSTRUCTED. LOHIRALTOR 911ALL REMP/E 9TAGNB Alp dIYIIIG MATERIALS MRi 01E OROwILS 4E/ fiaON. I LRIX{I ePRNp~ REMOVE DEAD ND IILIdtBJ TWGS. TwM ro LEADERS, RETNN NAII.RAL 91IAFL t{ cw: Try ^ v ___... LROYW OP ROOTOµ1 g1NLL BE P ABOVE 11W9N BRIDE S' MNINJM MAGI UYHe . ~y n 4+~3~i" 1 _ ~ ~ j;- '~ As+nre nosrnle sot BAGTILL 1,''-.~ I_~~~~_'~.'.x'~-.",.~~ewsTM6 B.E6RAOe ~~ ~~#~ , ~. .~_~., APPLY FERTLIZBi TIBIBS OLWNG TLD~ R44TALLATMJN. PIXE TABIPT5 EBM1EBI TQ AID MDp.E aR ROOT MATfi. hnJLTI-STEM TREE DETAIL 4' SALGEIi RIM WTH 0' MLLCH ON TOP 04011ED®CARY). SAUCER SHALL BE UMROTDI AID IEATLY coNTwcn~. ;~~~ •{~ r 9'NINIMM MAGI - 50D I~1~ II 1 ryj lTf~ ! t ~~~. Y~-t ~~dEAl5nN9 71 k fl~ ..._ lu ~~~~ `-!~u{v ?u~~?4;u,',11?~(;ti~.. __~IDTIND 9DIL 1._._. ._ APRY FpiflLlffit TABLES DUiEIN6 PIANf INTALLAnON. PLACE TABLETS BFTY~I roP AND MOgL aR vDOr Ivn. 5t1RUB PLANTING DETAIL SPALE R{.[~W,1~~0 ]4• ix -- STAGGB2 ROwi . ON M' I N• ~ 1 OP PLAHtS GROUND rG V.OPXO,fVER SPA~(Irr NII 6r '~ DETAIL TREE BARRICADE I, APROTTSr µJ- ne AGOVE GRaxD PRmwN aF ne TIt~ PRpt DAwae. ]. TO PROIELT 901E TEAR TREQ 61011 COMPACTION AND PREVEM ROOT DANABE 9. TO PROVIO¢ PHYSN:AL AND 191TAL AMN®E99 OP TPJZS PRlSBIL2 TO EGUPITHf I. PLAN NO MFAVY EGIIPMOR INGOE DMRICTr OILY NND LADOR ]. PLACG NO LONTW1G110N MATERNL CR 501E D®OSIPJ INSIDE BARROt AREA, BY OB96MN6 TNE9B TWO 911RB RUES A TREES f4l'NLE FOR 9URVNAL ID 6RG1LY RHtOJ®I I. MNIM.M RADB9 TO BB PROICZT®, A FlNES - DRIRNE OR 0'. WNIGEVBt 15 6FR.4TBt B. ALL OTIOi TREES ING1pIN6 NARDWXpS, ]9 OF TIE DRIRINB (4 0' MMYAEVHt 5 GREATER ]. MCT111N OP LT10GTxR1 (E@ pIADRAMV A MNIMM IE1811T CP IPRIdR• S' Np NO 1P96 TINNY % ]' WEQt 0. VPRIONTS SHOUD R 5PA .® AT ND MgTE TUX 4' - S' INIOZ\NLA G. IpW]ONTAL FEIffit9 OP Np LE95 tNAT I' % ]' lJR>BBS. I. B/4+RIERS AREME TO BE BRCCIED AR0.TD ALL TRH!5 4' OBN Np 6REAnR TO REMAIN. TU9 MER Be 00lC D9bRE CONIiNGnOµ DRADINB, OR RIB' TREPS ARB R@gVED. z OARRIERS ARE TO RBIAIN IN RAGE UMIL ALL PAVING AND CONSTRWnON AREA DOTE AID NEAYY EGlIPMOR 5 01If OF TIE AREA 0. TREF9 4' DEI AID OTEA'192 THAT ARE LOCAt® wTNM aY OP M LOT VIDHt CONTRWIKM 5144E ALSO BE PROIECT® BY A BAIBLCADE IbTAIlAT0161WM~19 V ~ AT Tx ar Pleeon M.VlIIIID b tAY60 OIRII vAp AT M III M~i.TLV `O m,Yt R.rJ PPIE bT~14YrJ ttPLM. - 4'Mx Ull'Dl KP1 _. ]9 DRIRJIE -I -RLL pplgM-____.._. A D'xY xr~~\ e. Ir c. 4' - s• D. ' X ]'~ l \~ MJOD BAWtIBi A ..._ R11 DRIRIIE- Pifer ORIGINAL RECEIVED FEB 2 " 2006 PLANNING CITY OF t ANDERSON LESNUIK LINKED INC. BANTER HOMES ~~ R ~ ~~ • °~~ Iw~~`^~i ~"' NNp9CAlC ANCrorELTS • wlo rvNNERS • uPBAN IIESICN 580 Trinity Lane N TREETOPS 11 1921 9. WAI;NOPL' BOUICVAW. iN4PA, ftOR10A 35611 ImADTI-999s rA9 e31.94e9 n.,~„a,.e,...n,..,,,,^.MT St. Peteesbwg, Florida 33716-1200 LANDSCAPE SPECIFICAZ'(ONS& P'°"a mss." °sz' I Phone: (727) 573-1338 DETAILS PLAN , •,-• ,o ~--Y,-, ORIGINAL RECEIVEFJ t_n PLANNING DEPARTMENY CIiY OF CLEARV'/AtER TREETOPS II CLEARWATER, FLORIDA CONSTRUCTION PLANS LEGAL DESCRIPTION - IEGAI OESCRIPTON per OfflNd Records Boak 11781, Page 1(181 A pareW of land eltuofed k the Nertneoel 1/4 of the Soulhweet 1/4 of the SouUeaat 7/4 of Seotlon 1& Townehlp 2q South, Ronge I6 Eae4 PMNIOe County. Flarka. camprlsed of Uoae D hone of real property deeorlbed M doeda recorded k O.R Book 129, pope 235 and O.R. Beak 8750, page 1814 ul the Puhllc Raeorde of PMeOas County, Florld0. which lylnp South o/ prvld Rood tleaorl6ed N deed recorded N O.P. Book 1281, pogo 245 f Id Records, nd Norln and West of property of iLORIDA POWER CORPORATION tlesulbed In deed mwrtled In O.R. Book 1282 pope 290 of Bald Recordr, all 01 Mlcn heMg more particularly deeMbetl ae ralowe: From Ue center of Seellon 18. Townahlp 29 SauU, Range 16 Eoet Plnellae County, FloNda. run SouthB9Y1'1B'Eaet along the North Ilne o/ Ue SouUeaet Quarter of sold Section and along Ue eentedke t Gul( to (iay BoNewnd 831.1 fool to a pokt thence SouN01'OD'S2Ryes1. 138248 leaf. more a less, to Ue Mtereectlon wIN Ue South Ibe of Drvk Raad (1110-fool Nghl of way) (or the POINT OF BECWNING of the properly heroin deserked; thence SWthB974'OS'East along the South Ilne of Drvld Ropd, 400.05 feet, more or less, to a conuete monument on Ue West Ilne of Droparty o! Rondo Power Corporallan deecribad In dead recorded h OR Bank 1282 pogo 290; thence Southm Tll'28'Weat along the West Ike of soltl properly of Flake Power Corpora0on, 2829] feet, moro les0. to a conuete monument; Uenee NorthBq'14'OS~Wmt along lne North Ike of sold Droperta of Florltla Power Coryoratkn, ' 400.0 reel, m lees, m arse. menu tnenae North011)0'B2'Eaet, 2B2gT feet, more or nles0. tomoUe POINT OF BEGINNWC. ' SW 1/4 OF THE SE 1/4 SECTION 18, TOWNSHIP 29 S, RANGE 16 E PINELLAS COUNTY, FLORIDA N i _ rt, ~~ m~P ~ fd '~ „ a m v ;~ ~ ~ , ~ x ~ _ xis I ~ I 'Y ~ .. i P~RO ~-~ JF~ T 14 : ~T~,,,,,, , , . LOCATION ~, '~ - { LM S] P t - ' d ero.f _ J F h.rfy f. ~ ,~ -. ~~ ~ } i ~I F re U:L Ki q ~, c ~ i j T ~ . ~ I ~ ~. I!4 W A R N I N G t-0~00 ~4J7~-a-a ~%B RWRSSPRIORr Oi nNV CLEnRIxG CONC1RUCnON fqV E%I C Unl1iY LOCATIWS SAMTER HOMES 580 TRIMTY LANE N ST. PETERSBURG, FLORIDA 33716-1200 PiIOrE< p271675-'p;iB Gulf Coast Consulting, Inc. Land Development Consulting 13B25Iml BIW Suite 605 Clemwemr, Florida 33760 Phlme: (72"n 524-1816 Fu: (72'>) 5246090 ~~~ 2 ~" 2006 DRAWING INDEX nTLE i COVER SHEET 2 NOTES AND SPECIFICATIONS PLAN 3 STORM WATER POLLUTION PREVENTION PLAN 4 CONSTRUCTION SURFACE WATER MANAGEMENT PLAN 5 EXISTING CONDITIONS & TREE DEMO PLAN 6 PRELIMINARY PLAT 7 HORIZONTAL CONTROL PLAN 8 PAVING, GRADING & DRAINAGE PLAN(,x ~ 9 ~ WATER & SEWER PLAN '~- 10 PAVING, GRADING & DRAINAGE DETAILS 11 PAVING, GRADING & DRAINAGE DETAILS 12 WATER & SEWER DETAILS 13 WATER & SEWER DETAILS 14 ~ LIFT STATION DETAILS i eamoR - afar. ur4An te/D/10Raale/41oAwm • te/n/teibaoee/W/-mo tme e yea. Rpq ~. .~..ww - rogu asaoe K Onm er) Lmn we (nun h ,4aoo er pn0 mnwo umw a » » pw ,ms moo) gyplp xpwn. x/4 A n b rr psp ~• euneo R1 x/4 c OuA - Wdw farR gi x/e v fees) - ( n w. ,.,ee ®tsao - mw na,np o w.w c Ie4eU - ~ ~ mo xr~ x~A ert mexr lsi e/. .. ^ p•q mwr IQ x/% ,vs rr e rt peg •uw;0 non ia,4 n.,.,ae~R~ a>~e~ ~.I..®to rw m qunm.u~ aem m> to mlroID~ IMi 06.06! DA7B 06-0605 VICINITY MAP ORIGWAI. RECEIVED ~' ~d ~ "' ZOQ6 PLANNING DEPARTio/1ENT CIiY OF CLEARWATER • ~~ ~ M°.~ ~.~ + aEa m ~.., .,~ M ~,~. " aui x~ ~-ua~i "~ ~nnxo avEnH"r m'~u ew awin•Mmr mc~.an°mwot e.~im nw uu°wwct a ~~~ ~i~°Mm ~c an ~o~ ~ M e°mmo~iu~mrt~~ ~ a mmn rt. w nx wws w n mH go nor m•~n..mi rnw mrv w~v mn r unmeu dtn M w'nv u'~ia ~'u~o~ eiuwnrt rvrm¢~/oM ~~aw rt~ei•~ a w~ e~ ~~ ,. w ~aa~t~ ~a ' mni~xxb a t® • ~.-Sevw•~uemi~EH 16 a~aa ra~~°A~r° M 'nf1~ s~oa~~+ a'ro° ei wm wmu¢Wa) n-w tnrq nwew: ' vmi%W~ ausnh. uv ww~""i-e~ir u o~o~ wm mur.~am t n~ r~ vmT mano®w' wm ~nmc pow n ~.~ wH"1°m¢a s w • mm.R n~i Y~ ~ Hnrtvvt ~. nai~ix m mn~ ua m arm °uvn uxm~ ~, w mxa~ vnn n (nnx and ~v m" mmnaon v n em ra t[mrmxAnvnvx nv ns •v¢nao a ~,~ a-~nnH~ ,~ ~Ha ,~., ~. +,...,a,m+...,~+~„ °~~ r umnG~uua~nnx u v "~~ r.~ 1f6 x~"°o u~ ou~i wrtMVUV~' o ~om[,w .vi ar m•r oxmwn ro ~/nn~nw/uiawm en, xi ~»ws ' ut° ~ mnrm .s aavm rm "uev" w~ ex. ",~' ~ u "~wmi~vau •~ "n" ' moo%am v.' a om um ewi ss ' u~mx4m ro~ a uE ~. a "wR "~r~l+[au ;~.:;:: ",: ~.~,. ~, ~~~ ".n a~.ro. ,~.,, a.„, ~..H.. ,~~,. »,. a ~. ~ ,~ ~+, ~, ~H~m. Wn ~. ~. rb °•qi ~ ~ ~ h $•eIETUw a_ b ea i1p• R. r u.e i Yeernm onN x/n a. w m~ m~ owr vim a~eaew.•n ~tmun HgMUa~s~+ r adl ~w++. ~ an u•• v~ to w a v~ ea $ras nwe ~w+ ~~~. .we y.m+ia+ * ~a7t oq. P. sn w°r~ss art m Cmw.•e+ ~t ~eenHw~~ ~~ ruse o ~N nm ®w~ei ~%~ ~ n. ~4+bn v. a mr oss ~r ~'~..°• d v e.nY.e •.w..... M..~' an^ ~ ~ ~re~.aemma~'.M"uw ~ '~ '~ .e/e/e w rs•.e.~ea "•wt uw ~a~nnusr ru "n e.ew bd up+v, a w .paw o`'mdv ~mML vivF ~ ff aa~ ~•v s ¢ u~d o~xmms a vista u x umuoM mart nai'H mi wr CiUtf CA-9[ CUn5Utt1-g• tnC. 4 An E[~ ro"; ~c• ucu.~•ii inn. ~ ~ ~~ - - _ ~aoeK,~mar~wr BANTER HOMES TREETOPS II 2 er.sa+~^®a ~ 5 BO Trinity I.anc N 'u"°°*"M1°~ ~"~ St. Petersburg Florida 33716-1200 NOTES & SPECIFICATIONS PLAN "n'"w;o' Phonc: (727) 573-1338 14 ORIGINAL RECEIVEQ PLANNING QEPARTMENT CITY OF CLEARWATER • TREETOPS 11 STORMWATER POLLUTION PREVENTION PLAN SITE DESCRIPTION DFStliIPTa OF PURPOSE AND TYPE O SOB dSNPBMC ACTNTES THIS pRD,cc> xTLL cmrnsT GF > Bunaxos roTwno aD uwls Sdt d5MR9NC ACTNT6 NEL INCOME tlEMMC NID IRUBBMO: INSIAWNC A STABDJZED OpNSiRUCTa aMANCE. PFMMEIFA AND 01Ma EP09a AND SEMVENT CONMOIB MRdIaWT ME 91E; OPAdNS IXGVAl10N FOR 111E ftETFILTa POND. SNRM SEMER. U1NT6 AND BUILDING FOa TONS Ca51RULTa OF WRB AND PARKMO LOT. PRFPNLATa Fa FlNK MANIMC NA SEIDMG SEmLFJILE 0 4AJa EVaIS 1. MSTNL STANID SBT FENCE AS WMLATED a TE WNSIPUCTa PLWS. 2 CLEAR AHD GRUB FDR PONDS ro BE USED AS SFDM9TTATa BA9N5. D. IXGVAIE POND FDN SFDMEHT 1RAPS PDR STIE RUNOFFS. 4. BEOM BVIIDWC 1N1N51RIFCiMN. i caLS1lKLCr DIYER9a srNES uTamo PaMETER 6 9TE ro PawD. As NELFSSUtt. p, INSTNL 51dW SEWER SYSTDA AHD I15 SBTATa PR01ECTa, URUI05 AND WT TALL SIRUCTIPE >. E%GVAIE THE RFLNHOEA 6111E PONDS WCWDIHC RDIOVK 6 9LT 6P0915. 6 M19U>E PARMNO LAT. p. WNSFRUCT WRB. BASE AND ASPHKT. I0. LOMI0.ElE iMK SRE aAmNG 11. INETALL PERMANENT lANDSCAMNG a 91E RFPNR ANY WA91E0 WT IAEAS 12 WMOL mNSmucna ACPNtt IS COMPLETE AND 111E SRE IB STABiIflED, REMOVE ERO9a PRDTECTa DEMfES AND ANO MA6 SOD AS NE655ARY. NAPE 6 RE6ONNG WAIFFS 511E dtAMAGE MLL SHEET iLOW IN A SWMEASRALY dPECTW Aa055 A PROGRESS aERdY WBSTARa 9TE AND EVENTUALLY Nro ME US Ip ORNNA~ SYSffY. POLLUTION REDUCTION CONTROLS EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES MN~O~A_ - ME CaMACRW SHALL DENUDE aLY ARGS WHERE IT IS FIPECTED ro BE aAOEO a KIFAFD W1TGN A TWO (2) WEIX iME FRAME ALL PENNWS AREAS 6 ME 511E IN6MOE0 IN CPADING MAT ARE DISNRBm DURING CWSIRULTa SHALL BE GRADED AND PRFPMED MM A LOM9NATa 6 SDD AEID 6 SEEDING ANO MULdIMG PAD AREAS MMIN NNRE UwiS MERE EARMM)RK IS COMPLETED SMALL BE LOIAPIETELY ANO ULafD. utGS WHERE CdISIRUCTa OPERATaS WILL BE CaIWUpUS, NdTVE WST SHALL BE MANA6B 0Y PPPLTNC ALFA SPRAY ro SANRATE TE 9NFA6 SMLS a A GARY BA95 ((a AS NEEDED?7 ro MNNTNN MIMMK OUST MANSPORT. NGITV£ DUST SMALL BE MaRafD WNTNUWSLY N!D ADpIRaK YEA9ME6 MAY NEED ro BE TAKa ro CaIROL OFP 91E TRANSPORT 6 UNACCEPTABLE LEVELS OG pllST. ff1~8pABY5TABWZA-DB ~ TOP 6 SOB STOa PLIES ANO DISNRBED PORTaS 6111E 9TE WHFAE COHSRNCTa ACnNtt IEMPOPAMLY CEASES Fa AT LLAST 21 DAYS SNN1 BE STAmUZEO MM lEHP0.RMY aA$R. ANO WLa ND LA1ER MAN IA DAK iRdA 1!E LAST WN5IPUCPa AClIN1Y. GRA55 SEED GALL BE A NIXNRE DF 30 PM1S 6 BERMUDA AND BO PARTS 6 PaSACOIA BAHIA ME SEPNUIE lYP6 6 5® USED SHALL 0E MORWONLY DRY MOSD NORY~AILLLY BEB~ ~MULa. MY~YUIGI SHALL BE~SI~RAW a HAY Ca515FINC~OA TRK a MMIFATKSIRAW~ OR OF' PN1G0.A, PEANUT, COASTK BFAIAUDA OR BAMA OPA55 HAY. m0.Y aOETEP10PAlED MULa Milo CAN BE READILY WT Mro ME SqL 9!A_ BE U9:D. AREAS 6 l1E 91E Wwa ARE ro B£ OAND MLL BE IEMPOPMBY STABNgD BY APPLYING STABIIIIAl10N AIO BASE. - dSNlmm POR110H5 6 TE 91E WMRE CONSRNCDa ACTNtt PFRIAANENBY 6A56 SNAIL`S y?ABHI~ZED MM SOD NO IATFA 1HAN tt pAK Mgt UST C6VS11iUCBa ACTNIY. STRVCNRAL PRACTCES FENCE BALES AND WAR~AINC OAR O1NFA NEMODS NEfF55MY WAL ~ INFIEMaiFD 10NCONUPON OIIIVET OUST. _ - ME SIAM WATER NAHAGEYENT AREAS (RETDTTON AREAS) MLL SEAN: A9 SFDMENT BA9NS OURMC THE CaSMUCTd1 PFA100. AT TE IANTRACIOR'S mSLXETa. ME SEDIMENT BA9NS MLL BE CaSiPUC1ED ro 111E DE9a a055-STLTa a A NIMIYUM OF P-R2T BELOW E]f5TN0 GROUND 10 ALLOW 1HE SRT TD BE CQIBCIED AIID REMOVID PMa ro COMPIETa 6 ME QtAMNG. STORM WATER MANAGEMENT STORM WA1EA aMNAQ MLL BE PRONOm BY A WRB, SiO11N WAIfA N1D GTa BA9N SYSTEM FOR ME DEVELOPED AREAS. ME /MFRS NOT DEVFLOPm SHALL BE 4TMFA TO l65 MAN ?x SLOPES AND MAN: PERMANENT SEEDING a PIANTNGS. MIEN LONSMUCTa IS COMPLLIE 1XE 91E MLL DPNN ro SIdIM WA1FA PON05 MAT WERE U1ILRFD AS ME 1MIIE SEMMaT~BA5INSBT 5 ME RESPa981V1Y 6 MEN CON ~IORµTO WNSTRUt~ALL RERJIRa/DEIENDa AREAS INM ACCtltDAN6 MM ME APPROVED CONSIRUCRa MANS. SPECIFIED OTHER CONTROLS WASTE DISPOSAL -ALL WASTE MATERIK SHALL BE COMECIED AND CONTAINED IN A WNMdLED AREA NPWANT ro STATE AND LOGL SWD WA51E REWLATaS. ALL MASH AND CaSMUCTa DFAPoS CENEAAIED fAdA CONSIPUCTa IS ro BE REMOVED FROM ME SRE AND d9b5FD OF APPROPRIAIFLY. NO CaSIRLICTa MAIERINS SHALL BE BURIED a STE ALL PERSONN0. aN1 BE INSIPUCIID RECAROMC 111E CORRECT PIIOCEWPE Fa WASTE DISPOSAL NOTCES STATNC THESE PItACTQ5 SHALL BE POSTED IN ME a 41E OFFl6 MAILER AND ME CaSiRUCTa MANAGER RF5Pa9BLL FOR TIE DAY ro DAY 91E OPERATaS SHALL BE RESPa98LE i9R SmNG MAT 1NESE PRIXA:DUPES ,1PE GIXLOMiD. HA_mia Ky~wA~F_- N ENWLMIFRED, NL NASIE MAIEPoALS 91NL BE DSPOSEO OF IH ME MANNER SPEPFlED BY STALE ANO/LOC REUJUTWS ME CONIRACIdt 91N1 BE MSwN9BLE FOP SEEING MAT MESS PRACTCFS ARE FmLOWE0. - ALL SANITARY NASIE 91ALL BE CtlIECIED FPpA PdtTAWE AMTS BY A UL415FD SANITARY WASR ANAGFYaT CaMACTOR AS PEWDRD BY STALE AND LOCAL OWES NA IEd1V.TMS OFF 9TE VEHIrLLE TRACKING STANUIID CaSTRUCIIa ENiRAHCES SHN2 BE PROVIMO ro NF1P AEDU6 OFF SRE VETDIDE TRAdmrc 6 SEDNFNTS 9MElE. WM~ ~F 9VJLG uA~FROU~ rosMNALL ~ ~VFIXAED~TNNwA' ~~uMN AT Au nu~ESFROM nE TIMING OF CONTROL MEASURES AS MMLAIfD IN ME SEWAGE OE MAJOR ACRNTEA STANm 9LT FF~LE, STA9U2ED LONSMUCTa ENHANCES AND SETAMEM BA9N9 SHALL BE Ca31RUCTEn PRIG ro d£AMNO l1F AHY OMER PORTOHS OF ME SIiE APEA9 WHERE CWSMUCTa ALTNtt 1EMPOHAMLY CEAEFS FOR MORE THAN 21 DAYB SHALL BE 5TAB1U2m MM A IEMPoRMY aASS ANO MULa MMW 14 GAYS OF ME UST OISNRBANCE. ONCE CONSMVCDa ACTNtt CEASES PERMANENTLY THAT qEA SNAIL BE STA9UZED MM PERMANENT SW. Af1FA ME EHTRE 91E IS SINi613ED, 1HE ACWMIGTED SEDIMENT SHALL BE flFMOHD FROLI ME 1RAPS K1D ME STANEO 9LT FACES SMALL BE RaOVFD. CQiTFlCATON OP COMPIJANCE MAIN FEDERAL, STALE AND LOCAL flEGULATONS ME STWiN WA1FA POLLUTa PREVENTa PLAN RETlEC15 ME tltt OF CIEMWAIFR ANO ME SWTHWEST RaNA WA1Eq YIWACEMENT DiSMICT (SMYMD) IEEWIRELIENiS FOP STOPM WATER NANACDIENT AND ERO9a ANO SEDIMENT CaMOI AS ESTABUSNm BY ME tltt G CLEAPWAIFR EPO9a t RTATa fAE1M0. PWCY AND 1NE RdpDA ApYMISMATVE CWE aAPmL 40D -4 ANO 40D-4D. ro ExsugE CWPUNILE Tws PLIN wAS PHFPARm M ALCORDAN2 MM sMFY.ND's 'BA95 CF RENEW Fa SURFACE WATER MANACEMEM PERMR APPUCATONS MIwN TIE SWTMESi RdDDA WATER NANAGFAIENT dSMICY. MAINTENANCE INSPECTION PROCEDURES ER090N AND SmIMENi CONTROL INSPECTION AND MAMTENANCE PRACTCES THESE ARE ME MEPECTa M'O MAWIENAHCE PMCTm9 MAT SHNL BE USED ro MAMTNN ER09a ANO SEMMEMT CaIPOL f. LESS MAN OIS NAIP 6111E SLLE SHALL BE DENUDED AT aE RYE CaMd IEA911RS SHALL BE INSPECIEO AT IFlSL a6 EAa MID( AND fOLLDMNC ,WY SRIBI EVENT 6 2 D.B-Ma6 a GREATER BY A WNIRACTDRS RFPRE59LTATYE 1 NL NEA9IPE5 SHALL BE YNMANEO W GOOD WOwdIG ORDER 6 A REPAIR IB NECESSARY. R SHALL BE INIIATD) MiHIN z4 HWRS a ILEPar. A BU2T UP 3DIAOSli SHNL BE PEYOVID FROM 9LT MNCE MMN IT HAS REACHED aE-1HBD ME 10GXT 6 ME 9LT FENCE. 0. 8T iF]VCE 91NL ff WSPECIm PEdRA(dY FT1R DEPM 6 SEMNFM NED 1FAR5 ro SEE If TE FABWC R SEWPLLY AITACMD ro TE FFN6 PO515 AFID ro SEE MAT TE f1O1CE PO515 TAE fIRM1Y W TE diWND. 8. iFE SEdMETLi BASMS aNl BE MSPELiFD. DPM 6 SEdNFNT AND BVILD UP 6 SmIARNT SHALL BE PFTEOVfD YA1FT1 R RGCHES t0i OF ME OE9a CAPAdtt a AT TIE END 6 ME JOB >. iEYPaARY AND PERMANENT CRASSWO AND MULDHINC AND SWDpLG SHNL BE INSPECTED FOR BARE SPOTS. ^ASNWTS AND HEKMY OROWM. 6 MAMTaAH6 MSPECIIWI REPORT SHNL BE NAd: APRA Ga NSPECIIW BY ME LaMACIa ANO SHALL eE KEPT M AN ACTVE LOG READILY AVKABLE AT ME JOB SIZE 9. BiHER ME 91E SUMMNTFNDFNT a w5 DE9aEE5 SHALL BE RESPa98iE fa M9+ELTONS NNNTENANCE IEPNR ACTNTES AND CaPIETNG ME MSPECTa AND NNN1aAHLE REPOPT. 10. PFRSmMW $1ECTED FOP INSPECTa ANO MAINiFNANCE RESPd19MIRlES SHALL flEp]VE MAWMO FPOM ME 9R 5 EID'ECIED MAT ME fQLOMWO NON-SfORM WAIFR DISmIAROES MLL Of IR FRdJ THE 9TE WRMO ME LaSMUCTW PE1tIOD: 1. WAIEP FROM WATER UNE RL9ON0. 2 pAVETAENT WASH WAT86 (WHERE NO SPILLS OR IEMS OF roMC DR HAWtUWS NAIEMALS NAVE OCCURRED). 1 UNCWTANMAlEO CPWNOWATEA ((fAON OEWAIEAMC EXCAVATa. NL NON-S1ORN WATER m5aAR0E5 SHALL BE mREC1ED ro M SEMMaT BA9N PPIOR ro OIStl1APCE NON-STORM WATER DISCHARGE IT IS E1PECIED MAT ME FdLDMENC NW-S10MJ WATER DISQIARDES aM2 NOT OCCUP FROM TIE 9TE DUPING ME Ca51RUCila PEROm eaDRLTE FERnum+s OEMROa19 MiRQFIM BASm PPOOUCIS PAW15 fETIAMEl AND G1E)D AND NETS 4ETK DS CIFANMC SWVENIS m. ti WDro TAq MASONRY BLDG SN1D R06WC SNNm6 510NE SPILL PREVENTION MATERIAL MMIACk]AENT PRACTICES OMER ACMQD~ENTK DP091RE 6 MAIEMAN~S aA1m NBSTNICES TDaS1mMWATER RVNOFF. ~ ME RISK OF SPMS a DQ'.D NG ~RTMNQ 1tE FDLLOWMO GOOD HOUSEKEEPING PRAL11LL5 SNNL BE FALOMfD a 91E WRMO ME COIVSIRUCRa PRO.ECi. 9TaT SHALL BE MNIE TD SKYE OMLY FNWa pROWLT REOIIIREO TD COMPLETE THE PflDJECT. ALL MATEPMLS SLOPED a 511E aN1 BE SIOMD M A NGT GIAERLY MANNER M MEW APPROPPoATE CONTAMEPS ANO 6 P059B1E. UNOFA A R06 a OMER CDMNNED ENCLA9.A/E PROWCiS SNNL ~ NEPT IN 111F]R ONIdNK NANUFALTUAEHS LABDID CONTNNERS SUBSTAN65 SHALL NOT BE MIXED MM ONE ANOMEA UXlE55 REC61NEt81ED BY ME MNI6ACNRER YAIENEVIIL POS90EE, ALL 6111E MODIICT GALL BE USED BETdIE dSP09FIG OF ME CWTNNE0. MAN6ACMREPS RECaNFNDATaS FYAI PROPER USE AND d5PO5K SMALL BE fdEONID. TE 91E 9JPEMNTFNDENT SHALL INSPECT ONLT ro EN9JRE PROPER USE AND m5PO5AL 6 YATEPoNS a SIZE. ~~- MESE PRACTrES ARE USED TO REDUCE ME M516 ASSOpAilT MM NAZAROWS MAIEMALS PRODUCTS SHALL BE KEPT IN OwdNK CONTNNERS UNLESS MEY ARE NOT PESENABLE ORIMNK LABELS AND MAT9EIAL SAPEtt DATA BNNL BE RETNNED; MEY CWTAN IMPdtTANi PRWUCT INFORMADa. IF SURPWS PROWCT MUST BE m5PO5E- 6, MKIUFACNRERS OR LOCK AND STALE RELOMNa6D MEMODS 6 PROPER dSPOSK 91NL BE FOLLOWED. ALL a 9TE WGLCLES SHALL BE MONITORED FM l£AILS AND flE61VE REWLAR PREVENTATVE MNNIaANCE ro REDUCE ME aANCE 6 LENUGE MTROLNM PPODUCIS SHALL BE STORED IN TGXRY SEALED LONTAMEPS MIIa ME CLEMLY V.B9ID. ANY ASPHKT 91BSTANCES USED a 91E SHALL BE APPVED ACCORDINGLY TD 111E NANUFACNRERS RECOMNaOATONS FERTMhAS USED 91ALL BE AFPUED aLY M ME wwNUY AMWNT RECOYNENIFED BY ME NAN6ACMPEFI. aL£ APRIED, FFRIIUIDi SHALL BE WANED Mro TE SML ro UMR ElPOSURE ro SfaM WAIFA. SIOPAGE SNNL BE IN A IXIVFRED SHED. 1HE WHIETnS 6 ANY PAPTALLY USED BA05 6 fEATUIlF 5HN1 BE MPN9T]MEO ro A SEAUBtf PUSDC BIN TO AVQD SMLLS ~~ TAMERS SHALL RE RdIRY 3Al[D AHD SLOPED WHEN NOT PEWF>ED Fdt USE. IXCE55 PAMT SHALL NOT BE OISdIMGID ro ME STORY SEMA SYSTEM BUT SHALL BE PPOpERLY DISPOSED 6 ACCORDNC TD MANUFADPBEAS INSIPUCTaS a STALE AND LOCK REWIATaS CmlTRALTdi 9LNL 69aATE NL AREA Fa OmaAP6 6 9AiRU5 WNQIEM a allll WA91 HAIFA AND 9ULL MSTALL A CaTAMMDIT BERM MWLN MIS AREA ro PRENENf RIIlIDFT ro 111E f@.INNDFA 6 ME 91E HNtD OFB95 GALL E OPiNSED 6 BY CaMALia UPON CWREDa DF THE MiO.ELT. ', SPILL CONTROL PRACTICES IN ADOITa ro ME GOOD NWSEKEEVINC AND MAIEPIK MNIAGEMENT PRACTCf& d5CU55ED IN ME PflEN0U5 B:CTaS l% MI5 PLAK ME idLOMNO PRACTCE9 SHALL BE NLLDMID Fa EPILL PREVENTa AHO CIEANUPI MANEFAwARE~~ MEOPROC~E ORES AN~O MEaI.OGITIXI~~ THE Nl~i'D~PLIATON ANDLYdFAN UPA6UPPIlESPpi50w:EL SHALL BE YAIEPIN9 pND EOUIPMFNT NE ESSARY Fa SPILL CLAN UP SHALL BE NFPT IN ME MAl9DK 9roRA0E APEA a S11E EWIPMENi AND MAIERINS SHALL INCWDE BUT NOT BE DMRFD 10. BROOMS. OUST PANS. MOPB RA05, d-T4Oi. pDDOtES. IUTTY MTIEH, SANG. SAMIUST AND PUSTIC AND METK MASH CWTAMFRS. ALL SMLLS GALL BE CLEANED UP MMEDIATELY AFTER d5C0YFRY. Mf SPAR GALL BE KEPT MOl VQI10.AlE0 AND PERSWINFL SHALL YEAP APPRdNRAIE MEOIECTN: 40MINC TO PREVENT INWRY iROM CONTACT MM HA>APOW9 SUBSTANCE SPBL9 Q TOIDC OR NATARDWS MAIEAIK SHALL BE REPORTED TO ME APPPOPMAIE STALE OR LOGL DOY4]WMFNT AGENCY, REOAIALESS DF TILE 9g. ME SMLL PRENOITa PLW SHALL BE ADJIISIFD TO INCLUDE MEASURES ro PREVENT MI9 TYPE 6 SMLL FROM REOCtlLRNNO KN ME mFAN W PRp®MEv Fa N1UflE USE A DESCMPTa a TIE SoRI. N9 GU9E AND ME rA° UP MEA91RE5 WALL AL50 BE MtlWED. ME SIZE EVPEwNiFTmD17 AESPa9BIE Fa TE OAY TO DAY SITE OPEPATaS SHALL BE TE $PDL PREYWDRIRL AND CLEAR UP COpgdNATOR K a SHE SHNl OE9dUlE OMER SIZE PERSd1NR WHO MLL PECFIYE SPILL PREV£iTTOH AND ¢~EAN UP. ME MIMESTL~ iTE WRESPON9ME SMLLaPERSdJNF1 SH~ ~LLPOBLED N lllC AM~IENK STOPA4E ARE1 dt M ME WFCE MAIEA a SRE 6 APRICABLE NOTICE OF TERMINATION A OTD: 6 19BIMATa aNE BE SIMLDTIFD TD ME EPA AFIEN TIE CDNSRUrna HAS BEa CONR2TE0 ANO TE SNE HAS IMLYRCONE FlHK STABNZAlION. POLLUTION PREVENTION PLAN CERTIFCATION ro TIE BEET 6 NY NNOMIDCE 1 6ATFY I11MFA PENKtt 6 lAW MAT TITS DOdIMFNT NN ALL ATTAtlIM9LF NEPE M~ASd~MLL PR~OPEAL~Y W1HR9taANaO ~AIA~ATEal11ELNFVP~Al10 NRMmMMIT1ED. B~ WDY~Y MWIM OiEI EAPEPUSw~a PERSONS MANAdNC TIE SYSTEM. 6 MDSE PEASaS m1EC1LY RESPON98LE Fa GAMFJONS ME WFtliMATa WBNRTED A TO ME BEST 6 YY MNOWLDICE HN BEU6, TIDIE ACmTRAIE AND COMPLETE I W ANAIiE MAT MERE ARE SIOIWFlCANT FFNKTES i0P SUBIBTIMG iALSE INidMATa. WCWmNC TE POSSIBIVtt 6 nHES AND IMPw50NMENT iDR p10MN0 NOUTaS aWNER NINE TTE 9WATIPE: GlE CONTRACTOR'S CERTIFICATION I CERTFY UNDER PENKtt 6 UW MAT I U(NryOpFpFES5T7AND ME TERMS AND CONdINMS 6 ME CaFAK NATaK MMUOONS1RUCila ACIINtt AfAa ME AYIE nFHIIFIfD ASITP T Di TMIS~CFAlR1CAlwN.M WATER MSQ1M06 A50OAlE0 9CNATURE COMPANY NAME ANO ADDRESS RESPON9BIE FOR cwP.wr aATME DLMFS" GFTIERK CONMACia DATE FTimLF~ COMPANY' 9aATAiE: 1FATaMY NID PERMANENT N11Rf`~' STABILI>ATa NAME DA PHONE: couP,wr 9aATUPL ADDRESS STA9U2E0 CONSIRUCTa ENTRANCE. NMIE' EMM DINES SEDIMENT BASH DALE: MIONF• DE'S@IPIION: GulfCDapt Consulting, Inc. `PA~`DR~ SAMTER HOMES DFT TREETOPS II Wp"m""` 3 ~L1nYJ ~eMCOmWIIy ,,.,,.~.° +e.lw 580 Trinity Pane N '~ NrcDTR~Mm St. Petersburg, Florida 33716-1200 STORMWATER POLLUTION PREVENTION PLAN `",~~~ 14. Er'~ "m iT mlal~"~ f Phone: (727) 573-] 338 m: ".`~"~p ~ m~ . ~ ~ ORIGINAL . RECEIVED ~E~ 2'" 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • __ _ _ _ ~. ~~ ~ ^ ^ ~~+~ 1 fU0 eanau TYPICAL POND SECTON RFD IR D'DISrAN me yq RSR 6 FROM TR~TRUNK A a 0 - - mm +.amm m M rmn e.mum ~w u. s~>T~ 1 0 0 -/ 1 L ~ ~s ~ J ~ , ~ __ __ _ ATTACHING TWO SILT FENCES .mew ~L~~^ ~~~ ~rusrwn,m m.ns+u~ I, T I 1~ _ ttPE A BARRIER Q~ '; +i SPECIAL NOTES yy~~yy~~~~ L PLAN UI~~ .ns c.x \I I / ! 11 '~,~ ~~ I., eooo ,.I i~R1a+ -~~~ i sn~o~ mid TYR = cl~ WAI~~TCnON ~ a _ .+n TEMPORARY GRAVEL .u¢ ~ M.gek CgJSmuf.T10N EuTRANC u= E -~' "~ S CTION ( rms u.nxk N ~ aa<~ a n.a...,w "°" »» q e~ I I I ~~+M ... r, saran suu es wwm x n~ no. im-i+ro Is~a~u? Fir3lRiE 3 FiOUFE 4 CIU~ $ ~ ~. ~ ~~ .r .x sy wx..nw„s _._u. wow. ~.4k~: ~.n w. ~ ar.a.. v kwu wsexca smr .~ _ c`'__--~--- R _-`\ ` 1 2" ` '--` W=) k. "~~ilj`__.-.-' -~ ~~-._trtP/ - ~~ _ ~ - ---f ~~- I ~,1 ICI .r ««. ras uw°~° w w :m a:: ~ a _ Ir_ i 1n ~~ I ,-J~~ 1s ~lv I 1 ~ ` I ~ --- T - - --- . 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T •yy ~ /•yy FLORIDA • 39980 (C) 5'04 •,Tr .. • ... s '~ •ry s a .~. oA `' Powell 'y NB9'13"19°9Y~C) ~ / n1, .ffWGNS'S. ie:v« G wm I ,JS •5 EnSRND 1REE •M1 % STfiRD sRr • TO BE SAKD CIXiPORATION SCRRN (lYP) iYP R 17 7 cD1rcDDRtcDDSUtriRg,~DD. `°~"R~`DR SAMTERHOMES sxE,rtD%ELAIRI,DN: "'m"'m'°'"" t,,,,~~,~,~,,,;•a TREETOPS II e.l•.+.~n.ali+»-•G-». 580 Trinity LaneN ~ St. Petersburg, Florida 337161200 EXISTING CONDITIONS '°„~`m ~'~'~"""TN Phone: (727) 573-1338 & TREE DEMO PLAN 0' td' M' AD' SC® L GEND u EIDSTIxO XARD ELfVARDN %••° Ewrnxa saT ELEVAnaN EgSTHC TREE TD DE REMDVED l 1 ~{ EwSRNG 1REE i0 BE SAVED 5 ORIGINAL RECEIVED ~~€~ 2 "~ 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • (FRIVA]E e1mC55/ECRE55 @ mNNAOE a EASEMENT r WBUC OJNtt EASENEW]) J Q _ _ _ , , _ , , . _ TRACT "B" 5x,8)' .. r0 .. .a ~ Z < ~ 589'18'55"E (C) ... ~... ~... ~~... ~`----- __ __I ~ . 5x.6]' ~... ~. RACT "C" ~ . ~~..-_______..____ 526Y -) W_ Z w ~ F Q () 399,87 L~ ' TRACT '~B" Sx,sY ~ LEGAL DESCRIPTW per OMCIaI Reoorde Boak 11')81, Pope 1081: A parcel of Icnd eiWeted In lhs Northewl 1/4 of the Smlhweel 1/1 of Ne Southeast 1/4 0l Sactlm 18, Township 2p SBUth, Ran 18 Evel, pe Pinellas County. Flmka, wmprlsad of Those poFllons Of raol property dssvlbed In deeds recortled M O.R Book 12t, pope T]5 and O.R Book 8750, Pape 1814 of Ue Public Records of Pinalloe County. Florida, which lying SouN o/ pruld Road deeermed b deed maorded In O.R Booh 0 t) sr 1 7 t.3 526Y o ¢ 1.31] SF N o 1 2 52.6>' / ~ I.S,] SF v 7 5x.8)' o < J " I,ll) SF 1 ' ~' ~ I H ~ w 1281, Pvge 213 f e Id flaavrdF mtl North and Wee! of mopertY of FLORIDA POWER CORPORATION deser®eE M tleed recordetl In O.R. Book 1282 ao M112owr01 said Rawrd>G ae of ~hkh behlg mon PartkulvdY tlwwNN .. & ~ 18 1.OJ3 Si ~, sz s) to U Q ~ ~ r LOSS SF 13 ~ 53.82 ~ / I ` J I 1,0]5 SF ~ 8 526)' a °-, U ¢ ~ 526] 1,OJ9 SF 2 526)' I Flom the centm 0} Secllm 18, Township Tp South, Rmpe 18 Ev°4 Plnellos COUnty, Flw1da lun SoulhaBYt'la'EaN almp the North Ilne o1 the Smtheast Quarter of said Sxllon and along the centerline of Cull tB Oay poulewrd, 834.1 feet to a point; Ihenee Boutt101 T10'S21Veel, 1382.48 feet, moro or lea., to Ne Intenectlm wIN Na South Ilne o} = ' I 1 n - J ,m5 ''r 526Y _ 201.oJ5 s ~ b' ,ai5 sF 1 4 32.6] - .. o]s s ~ _ _ Loss SF 9 sza) ~ I ' t,o]5 SF 3 526Y - _ I ~ ~ ~ Orula Raad (too-toot rlghl °1 way) for the POINT OF BEGINNING °/ the ' property heroin tlevametl: Olenae SBUthBp'14'OS'EON Imp the South INe F Onid Rood, 100.03 feet, m leea to ° cm1 to menummt m Ne Weet IMe o} property Of FlonOO Powa Caryorallm doealbed b dead detl M O.R. Book 1282, o°pe 280: thence Soup101V1'2B'Wevt almp Na Waet INe °f mltl prOpmty I FlvltlO Poser Corpavibn. 28287 ert 7 'o •weal f N t ° e °m ~~ ~ I v 520)' 15 ~ 1. S3.6Y `~' 10 Lms s< 2.6Y z 4 I.B]s ss 4 Sx.6T I T tT ~- ~ ~ ~ i FlmWa Paw i ny Ne North Ilne f ale p~ pe i~ j 400.0 IwL an gf leas, to met0 monument: throw Narth01 VO'S2~EOSt, 282.87 legit, moro or~lee;, t° the POINT OF BEOINNINO. ~ 7~ a la za .a DRUID ROAD 340 PAVEMENTHALT (EPASEMENi k~PEOB LmOnL rveEASEMENT) "s>®s~ma.s~w_a~co-to 100' R/W (D) -~asama~va~as~===~==~vv~a~~~~~aa=~: ___ ~21J463"B.s~~~asee ______ ___y,~____ _________ _____________=rte.°~_________________________ ` __________ ~,~~__________~ r N MO I ~ 21 1,035 Y ~ 1,J1) SF 1 6 Y 1 1 I.J1] Y LOSS SF 5 v o C \ N 526]' 528]' I ~ d~ tJ.J 52.6)' < Ka 221,J1]SF 1,31)SF6 N ~gdrv ~ ON T9Fi i rc I ,~ zr T3' ~ 1.)PBIALP1nT SRALLBe RBCOap6p wrm ram2.AS000Rrv rRloaTOT1m O ~d a 526Y p ~. I ~ O ISRUANCA OPA BUIIDMO PBNMIT. Uo 0. ~ ~' IbIW' v. S ~S 89'18'35' E - 122.16' 2 ~' 100 ~~ L 3.)1DWNf10M6 TO BE PBaeIMPLA 0) is _ ___.- --~ --TRACT ., A, - L"e BT. ~--_ _ ~ ,~.. ~ I e LAS JUDTHS LANE (PRIVATE INORE55/ECRESS k ORNNACE -_ IJ RDAOS ANI TO BB PANAR ~o ~ I N 65'N'19' E - 11 .1 SEUENi w WBUC Unlltt EASEMENT S 3eY2'B• E - 110.>0' 3 ~ 1.)TRALTBTO RRWTIMAi'nIVATif DRNNAOBACOMMON ARCI PA6CNNN'r o ~o IM = a Poauc vnLrrv awsB6ffi+r. TRACT "g" I o x N I TRACT "8" zsB le.sa gse 866 0 ~N 1964' 15.0' ~ ~ t . 25.0' x3.0' m tlJ ~ 10.66' 19.66' 1966' 19,66, ' ~ v 39.0' ,8.66' 1,31) 4 1.OJ3 SF 10]5 4 t,OJS S I ]1) SF 1,11) SF 18.66' 18.80' ' W I 1.033 5* 1,015 SF 1.035 5* 1.]I> SF " ~ h w ~ 1.035 F 1.0]3 Y 25.0' ' n 1,033 SF 1,OJ5 SF ~ d 1,J1J SF 1,0]5 m e `~ "1 o w t,JI] SF ~ A 23° 24" 25" 26° 27" 28 29" 30" 31 " 32 " 33 34 " 35 " 36 " x ' 38 TOTAL ARI',/L: ~ o .x ~ I Ig BB 25a 350, 37 39 ~ lpTg - 44,313 sf(1.0173 Ac) 230' IB.68' 19.66' 25.0' W x5a is ea' IB as res6' 1e.bs• le.6e' TRACTA - 17,874 sC(0.4103 Ac) 1v 6s' le 66 . _._~_~_~ 25.0• a 6 C __-__-..._.-____.______._._._.._~____._ ---__~ '1'O'I'AL 113$91 sf(2.6008 Ac) --- J TRACT "B' rowea N89'13'27"W (C) - _"..N~ CORPORATION - ORB 1262, PG 290 Gulf Chest Consulting, inc. resin Inn: nnn mscamnuN: W e.e ~~ ~~~1~v1~6M SAMTERHOMES TREETOPSII - 'o.A~ n,r-~.~..~'*~.M-+..m. SBO Trinity LBneN ~? ~ tlf10DT0"°-'i' St. Petcrsbur ,Florida 337161200 m - B PRELIMINARY PLAT n 4 sin vlB BRC cwawrs _ I4 ^e.'°i,P,i',S'.".w".°~ Phone: (727) 573-1336 ORIGINAL RECEIVEb FED 2 `~ 2QE~fi PLANNING bEPARTMEN'i CITY OF CLEARVVATER ------ -------- CONtl -------- tEIE SWALE ------------------------------------------ DRUID ROAD D4.0'P DENA~S+PHALT as~~~e r,x~'~ ~ .__. ~"~ Pw 100 R/W (D) ~ __________.I.~m - ___ __~. __ _ .;. - _-~~~ev~vs~s_~~naem~~____-_ ______m .. _____________ _____________ HC RANP , _ _tl i _ _. : T~~ ________ C RANP - _ - .. . ~ , o.\ ,~. e- 58 78'5 "E ~~ ~{~~ 9 ~ ~ C e e _ ~ i .. .t. phi-"" / .. ~... _ ... Izs Il li I r1n _ J / ~ NORTH c POND , I LOi NNE (lYP) 17 ,..~. '' 320' .. t ' YN' ' 1 2 li ".~[~~.' :).: ,~, e' fRn - - -- __ as'~ GT __ I 18 , ... A ana 13 . ` f a !' YIN. i GEIBACK I _ 9 ~~ ~ ~ I 1 ~ ___________ 14 ~ -- ~ ' ~ ~," ~.. a _ s.Ar °' .. I ~; C v ~ L ~ A l i I 20 ~~ R 15 (~~ / I -. Pb0 '~~ ' N o i ~I nj I 21 .; ., •' A.P, osW 0. I CJ I ~ ~ 22 20 l m _ _'^ _ . ;.~ •. , o m _ 1 q. ~ ~~ ° I L_ _ _____ I 0.~ y 12 _ G) z ~ ER LOi y LINE (iM) :... I' L w I I 1 I I i ~ °' 8 ~' i „I 24 I 2S 26 27 I I 28 I ; I I I I' I I 29 30 31 32 13. w Z I I ', ,r.a~ I,DI I I l ~ ~ I>~w ~ -% ~ i ~ v °' n <~~a cn ffia°TM ~' ~ _~ G) ' U a O v 0_ rn n a N X W 0' IP~~~AC - ------- " ~ ~P _~ --------------------------- ---------= - ~s"~IN. _ ~ ~ 1 > -/ - 1 '_~ I i `-~ 399.0 C) -0>' _' - ~ ~AS ~ - c w ~-~~ a _ __ R.na3'--'~ L`~"-~ PPOWER N8973°29"M~C'r ~ ,_, n: "A '" ®m CORPORATION OR9 1262. PG 290 ~."-v AREA ggF_AKOOMN (PROPOSED ONO TON51 aDncsL BUIIDINC. ROApG, ETC ~ A[Rf.S (3,PM Sr.) 5G curenx cauFCna M+LL DE ev wpxWnL cws. RETExnm Porv"s: I Ac Es fizGRx sFJ +I.z~ ROADWAY SECTION DETAIL I.) GARBn4 CNIS N1LL BE S10M- IH9~ GARA65 5 ACRE 1 Ero 3 LL NGNTNG MILL BE ORIENTED INWARDLY 1pWAR0 TIE OTAL: PA 280ZAtaESS (I],3R0 SF~) 31 ~ Nrs uIODLE OF TIE POOL nREA ^~- cmrcDaRt cDTSNItiTg, mG. BANTER HOMES ILLrD¢AERIITfON: .u ~~ TM ~ GemWwg IPARtD WR TREETOPS II _ '~ ~~...R. ~*~-+"^^^ ^°~ 580 Trinity Lane N ® St Petersburg Florida 33716-1?AO HORIZONTAL CONTROL PLAN - ~~ i mmn 'N Pbone: (727) 573-1338 14 ==2Lsse'6eee~~~m: \-CRAMP ` lEan} ~ \ .~.,~-X399'87. "~.\~~ _ _ ORIGINAL RECEIVED ~~~ 2~ zags PLANNING DEPARTMEN'T' CITY OF CLEARWATER • a j a ~I ~P~_„._,.n_n~_~~_r,,._,,.._~,._,.,._.,~_n~_~.._.._...,_~~_~~_n~_d~_P~_~~_,.~_a.._o~_,.~_PN_rr._~~_u~~~~_n~_a,.T,.n~~n_nry_~~~ ------------------------------------------------ -----_ :W;APrt / - w - . - . - . _ . - . ~s ~~ Bx _ . _ . ~1 fP.W.A m all~o'.' maMi.NLawc - w.<.w. REMOVE EosIINC TVPE r CURB / • REMOVE E%ISONG TYPE r C11PB I ° <~ D INSTALL CONCRETE SWALE (YAJNTAIN E% iLOWJNE (J3AOE) ~ / ~ AND INSFALL CWCRETE SWALE -nn n-n / • (MNNTAW ElL fLOMUNE CPAOE) b In nowt Pr SPVq °V ItlA ______ w _~ _____T __ _____ •______-- _ ______________________________________ a • ~ 3' HILH COLUMNS W/J' _-__ ____________________ rT j- w -~~ w WN AIwINUM EENCE t _ _ _ _ _ _ aurae eeeilOn As 7113FdI.S1~e~d9 ~ • e~ (Tn -ALONG {PONTACE) ^~ ~~;¢ mu f FOOT T1PE 'i 'w~N~ ~•~ n'^w...ss.a w, v. DRUID '~ AD 34.0' VBDE ASPHALT w / N Cu e O BEgN IY Asi rJ~lb J' NlalocauuN % % PAVEMENT , pA' ER LURE N w/3' tl ttl 2tl 4tl GH ALUYWUN fENLE ~• µ=m ~'•~~:2499s19 •^Jy 100' R/W (D) ^AiA ^^~ ~.~~.'~~ 511 J, a° . ~ (ttP-Alplc iHONTAOE) .. T aw Y•Of 'j A J ••.{q - - ~~.~. v: M452i ».aa~:v ~.80~ ____ ( • SCALE 1L2tl S r. __ __~___T ___ ~---n S.R ~ ~w x w ~v2iF}'09"sA'_- -~Of w~• ~., fir. - - - ,.. •• _ .,,- ~~._ •,: -_=__a.~qq1_1 -- - - -------- -- --aA ~A OOae .o ;„ .. ~Il,er - - ---r.oa~_-_i_ a.e, r, 3' HIGH COLUMNS W/J'® .n END FDOTTYPE'f- ^ 55vHAN01CAP RANF„m_ _- - ua~vu~ 1D0 _ a6.s - - 'vi.~"'4w- S'!~~~L~~'T~-j LEGEND IGH ALUMINUM FENCE LURO k BEGIN 12' ~ PER Tp 101W~~ 4~QOOO~ Ph 0} ' /f} ^. 1f.1.]6 m 2I N CITY 5 t r HEADER CUPS ~. OETN '. PFJYCITP's = ~~•• v_ j - - - (TW-ALONG ~ONTACE) \ _ .x ~~ BOTTOM - J.I ^ - ~. eA OHL - DETAIL (TYP) e 9' 55II e ,.. iN ^ ~~ ~ •°h~' X r ~ o® w4O PROPOSED STORM PIPE P __._ ~ ~ ___ 4 ~ ` I f .e ~ ® PROPOSED CRATE INLET I: `^e+ ~~ ~ --I ~; ~ I - - _ uu ~-~~-~ - ,. ___ ____ ~,~ PROPOSED FLARED END SECTION I NORTH J - I /~ II^,, ,~Il ~ ~ PROPOSED MITERED END SECTION I I ~N^ ,n ( :i ~,' ~ :~ POND - T ! O PROPOSED STORM STRUCTURE N0. .'9 I ~ I 1' I R ~ ~ sl ~. Y F L} ~ i ~(^ c .~. PROPOSED STREET LIGHT I I I _ NKW ~~~ry/B. I I .; ~ L- ~1~1 ~ ,1 I I.,, -_ J W ) Ihs I W I ,;7 7~ '7-." j1 n Q _; I iF.tY.90 PftOPOSEO FINISHED FLOOR ELEVATION 1 D FY ~ '~ ~ ~! . `~ 1 (Tw-ALaNC soES) ~ ~ - ~ ~, I ~ ~ ~ ~ 4~ I ) Qa' EXISTING TREE TO REMAIN I r ~ - m 1 ~ Ffl -,_- a o I E I I I m - ° Z 11 .. ~~A PROPOSED STAKED SILT SCREEN = I )~~ Z i~ I. :'~~ f Ys T'-. VY ~ ~ ,~ "J?-r4 I ; -- ~ i~ I -L- I i Q x4 F,i,' 4-- I ~ ~ POOL I ~ - - ~ A"w PROPOSED ELEVATION W/NP .. .'~ I I I {,;; I I I C ~ .wrr I F~ L I ~ F I 1 ~' p I f I ( '} j F I I •~ ^~7 ~ A~ PROPOSED ELEVATION C v _ I N ~''+ ry PROPOSED PAVEMENT CRATE _w_ IV "rt I ~ ~ - -- I /' -' 7 L' fl N I __ ~ ~ 7I~I , ~ ' - PROPOSED POND TOP OF BANK r x ppI ~ .' I J -.- ,:: I I I I #' ~ ~ .. rill AaJ '+ ,. I ~ 1 it ^ ~~ W ______.__- PROPOSED POND BOTTOM N I ~ I I I<, n~ ~L_ _ ~ ~. I ~ ., I T li- ~ ~ R ¢ d - - - - - - - PROPOSED SETBACK :4 i ~_ f' ~ " al rn N4s °;y, -... _ ... _ PROPERTY BOUNDARY ... v. ~ mJ I I JI ~ .::x 1.~ -_J - I C3 Ooa ~' V) I I I N N l7. I t 1 L O ~~ a i I \ ___ ~~ As4 - as` X ug Q KrOant PIPF. CHAHT ~ s-~ n1^e -- -- - - i I ••1•~ at 0) ^ m v ~- o.. DatvlWhO _ ' ~ ~' > _ t . I) ~ -'~ .~ ~_3N ii4v - Ir Ra o a2ix 1 -' y .o y .. i, ( w _ ~ .- sT si-. lee v - le- as e b ]Ix OS ~ ( ~ f-: 5 I i i ~.. I I • ~. ~ N w X ST ~ sT-6 ors M - le' R~ o o.31F ) - IY RtP O 65JS _ 3.,.. , !1, 5 I-. I .: ; I I ~', 'IU :I ' . Y •fq f4 ®a ~A W me J.v-IS Pw oanus Q I O 3~1 ~ 1 A II ' 1 J•45 J, ' I r' I I ~: ~ .: I .. .:: I •T'o sT-b 2> Ii - IY RtY O o Tas dd I~~ T T I ;~ I I :. I II •,~ ~ 5T-II le v- le Rw o f 3~ \ D 1 ~~ II Icy I I I I I ~ ~ I I F eroA ~I ~ I I I L.. --J I Y L-- --J FF~4].]t J J~-_ I (I L-~ 5 w I x..l I Ix•SD I 6' WCH COLUMNS W/B' ST tl 6TORM S11tUCl'UIIIL OIART le'rzm oe. J i I i eD. l_- I IOH WALL/PENCE C O L-- -- sM° I 1 ~ 1 -'J L_- I (TlP-ALONG SIDES) .tl xn r-+ O I 1~ IINIT- g ~~4].BB --J NH ME 'V WNH ME E I I OW t I ~ `L'~1~= (!9~ `u ~= m~ O ~, g NIT- '.. 6;k :..., . :. .. t U IT . -ice -~:.: X Z I II .....'; " " .' ~ °' LI I •^' 1 .+lE WALL NOTE) ET NING WAVL " ~ ,O sVIHON,T G ^ I Y~ SWTN POND LHOR MODULAR PETAININ; ~ ~~H'- W I - - • ('SEE WALL NOTE) (•SEE WALL N IY AN iL7 I ) AREA • 0.219 AC. rygLL OR MPROVED EQUAL T " I e r ~ -. - V ~i„ - . - 1 .2AR 40.5 LOB. J I ^ - e0P K BALL LL.18_µ ~ w-.u no ~F . _ I ~~~ ~ ~ •..I <-- -- .t "-' SOUTH POND ~- n ~- -a?_----~~~ ~ ' ' ~ I _ CLEAN DUT (tw O IE ~ 62.2 . p _ Cu a) Oa3' NICX HANDPAIL (TVP SyT. (SEE iIPICAL SOUTH POND _ vee ~~_ ~ _ BOTiOY . ,s 5[CiION DETAIL ON SNEEi 10) y S- B J ---------- - ----- SUMP -_---- 1 _ _ - 20 LF 8'PVL-_ -- ~ ~ , o.34S C ~.Y vl£=-BSLO- / \ ~p n J'V"L/ e ~ / • /\~ ^ __-_ _ -- = Y ff ~~ ~ /` M ` S~ ~ f \\ 6T]A LEVEL sPREADER SWALE ~~p-~~qm [ro zcnpv ImLa .:.:I _ 4z ~~ 4~"'"E ~ e r- ~ ~ ~= r ~ 3 ~0 (C) J~'ar ~eo Lr •-• ~' " FLORIDA u s ' • 13 ~ OA • s ~ ' Jo 23 L •ti ~ aoPT aFau ?ia.o ~ 1B m ` a .ip LAUVAn ~_ - ~ J • .SS IS.oVe w~ ,~ ^ ~TTORAI PLANONC TWEEN ELEV 13 1 h ~ ^s A~{~F~~ DRNN N89 3 ~ a20 ^s POWER 0 SOD (SEE OETNI ~ ~ ! E . ^ R KK (SEE SErnaN c-c O[TAIL aN SNEET lo) s R ~ I 1 . (SFE OETNL SHF£i to) CORPORATION UXOD]PRAW CN SHEET t0) ORB 1262, PG 290 WTAKE GRAVEL (TYP) • (1VP ALONG REAR) ES COLL R O B:-12.20 C Y °'• Gu1CCoas[ConsultinB Inc. rrAl<Lm FDa SAMTER HOMES niuavn ox ~~~~ T "'~/,,,,c , t,o,o<w„DP~Y,IDW„d,;,,B Wa.~..'.w'nmf"-:.. +~IW. 580 Trinity [ane N TREETOPS II D as P~,gD PEX P,Y 6 Y~rRwA,w ~WrF,,,s Dnc cwYEYrs = _ g 1OTFe°R~M, v"Nw ~~ pS1v ~" St. Petersburg, Florida 33716-1200 573 1338 Ph 727 PAVING, GRADING & DRAINAGE PLAN an w' a~ww~tw wYUCxrs 14 , l one: ( ) - s ORIGINAL RECEIVED ~'~~ 2'" 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • • ----------- z~e rrd, vrnATV caosmc clwxT --------------------------------------- -., -. -. -« -. ~. _.~ -. _. ~ ® arAx.xce-p.rs r-.I.sp - mmcn m uSNC n' rm ex ./ aa' r:rxxs v v t ® eonou a a le• nave . ea.n ~~~ ___ I. Ir-rrK S.SOC A..xw e'r~c __-.___-______.____-__ la-INw (wo-:pw a iroaOr s'SANi~xr. enR] o' Itl Ytl M' ___. ___~____- _--____ ¢FAMNCE-I.eY 1-- ._ rro W vroemMe _- __ __-___ . "(1-r ~ v v - r ~ ~ 7~ meal.+ V _ _ _ _ ,1IC,~- SCAIE 1'-1d I' ~•~ _ DRUID (yJ,J eou K.0' NtOE ASPHALT / easx~~ swor:~ Nwi C ~~~tll ~~.ri.~wr~m w~ PAVFl1ENT f rv ~ y sl 100' R/W (D) 4 - - ~~- _ ___ __n___ ___ _ LEGEND --_ _ ,~ _ __ ___a ~---T - -~,~law °°---_-__- ____ _ -~~_ - - ~• I PROPOSED SINGLE-WATER METER }`vm r"pti j'y,P1 "__ drys.,._t ~ PROPOSED SANITARY SERVICE W/PLUG e -plt / prA ~' c rs n" _ r -~ _ - ~a,W, SANITARY CALLOUT i ,~~~'.` ~ 589785 'E~ . e• ) I r __- ..._. ~ A. ~... ~. 1' a al a . b4 l' T p ~ -~ • • ~.,`~ ~ J.. _l®. .. / 9 . ~ ~ ~I _ _ _ PROPOSED 1' BACK ROW PREVENTOR / ~ Q / ~ ~- ~~ - ~ ~ Q I ® ~ ~ ~ PROPOSLU GATE VALVE - ___ __.~.. ~_"/ --.-.-__.-> ~' \ / / PROPOSED REDUCER r_____________~ ~ Ir PROPOSED SANITARY MANHOLE _ ~ e'l - -.' rte` _____i __ t9 0. I'L - I ICI ~I ",. ss-c I ~,. ,~ I'• POND s'1) ~' ~ J ~`•I ~ PROPOSED BIFOT STATION SEMBLY I { .1 I ~ ~~ >al ~ , , ~~••l ~~ / I ~ PROPOSED WATER MAIN II ___ ____ __ _ I I (J ~ ----ID-- ,01 V --- - i 5 H ~- PROPOSED SEWER PIPE W/FLOW tr PROPOSED 2-1 2" FIRE DEPT. j '. :. ~. ~ I -_"' ~ ~ .•• Q I \ roc CONNECTION / = I = x C . e' Z ^ 1. O I lu C\r 1 PROPOSED FIRE HYDRANT ASSEMBLY I _ us _, ______NV_ ~ v I EP ~~~9 N 'D I i b I I, _ _ - , - A I T ~ I.1 aE5 N0 iu OMEx w5'rN1ATIW fFFe eanx:un IS R[svp~9e [ raa ur. Atwa~r[n o g~g m l i I-~ - i ® ( m.-w ,:. ~:~ m j l cJ i n W x) r wvw.srmsrw~ uasn s ro sAnsrv "r.wud1Rp~"c.wi~ui'ISO~ .~ASrrw•irn cw err ~~wwruw>~ \ ~ -A - I ~_-_ ~__ ° ° - ____~ II ~ a~¢~N ~ ~S~irmnn ~rMrs ~~o~~TMxSi~~oEa~ul~ielwr vSPeanw3 9E mlw.'m u+ow swxlY ewwm Y ~ i 'a^x ere (rel E ~u m.l „ .. i I g ° z ~ N a1 we Anl~ Is A vwnrwsnr rmmcmuxc u~wl isaw~nlil. ~o i0 ~n I L_-- ..~•--- --- ~ j m ~ v.punnwc rover rPwunw. a-5 °-~ L ~`J- n (a-:s)w SANITARY 6RWRIt PIPY. CHAIIT L p o rc ~-- i '~`~ ~ r,~ N C ~- -i a ., p,vWU{IOn S ~Or R~- ry '~ ~ ,I Ip ~X J 55-r NIR-5"PVC OOI]x ~ I/ II - Tf I ?I ~ I 1 I A5 I as V - e' pr O I lex I^ I I, I- I I I ~' i I ~ I ~ ~_ ®g;6 ~ w n-s - .I I I I I 1 I~ I I I I k1 I .V 8 ~% ~. II I~ 1 I I I I I I I 1 ~. I ~~A' ss- xs-a 55 u' - e rvc o s.mx -1 jj" I I I I I I I I y ebA ~ a\ ~ I I I I I i I Y~I / 1 1 I I I I I ~ P I/ I I SIUNIT-tOWNH~JME "~• 11 rb~ I WNH ME "E' I 1 6U IT i4" `` SANITARY REWL+R MANHOLE CNAR'f N O 6 NIT- I I I I I 1 I I TO 5.~ •- Z I II I I 1 I I I I I NHOM -G. X I I I i i I I A / w I I ~_,..____., _ _ --- __..___~____i____i__ _.. _. ~ .. .___ '_`' - I ~ ,s~+~su1i'm uu(xnt sss ~xulr u~xxdE I __ _ ___ -_ I ~ a i I _ . __~._ __~_ a. ~it Ir~y, ~-_._ ___ -____.___. _ - ~_.-~ \~ \ ~\ uNPItlE SOUTH POND "~~ -'-" ~-- __ _ _ _'_ -_i __'- _ a~ ~- ~ .x a ..I. an ~. I Ic p.l ~ \ _\ Y"- I I- ~~ "_ ~ _ 9'ely ~L` sos ~(( I ~ V ~\ .% ~) / Y r.n\Vf `\I I \ 5~A wv a " ]p.55(xj n .r.zrs ~ -" . wa sw ~-' - a r I '" `\~"% FLORIDn -' 399.50 (C) s'~. ," .. - - <!+5rs 5 ~Zk'/ ~ c~ oA,m a P.sr .x n~ Ipl wis~s, o'aws I PONER N8973'29'N~G7" ~__ 5 h: a © CIXiPORA710N wv sear ORB 1262, PG 290 c6acna~I cenSR(Nns, mn. yAI`~"°x BANTER HOMES 5111sTN~x~NrnnN W ~~~ cn/wlc ^""~TM-=-°°''°°"'^ 580 Trimly Lane N 9 e~ifICOT~mG,x,Wtivx TREETOPS II 4.~., n',e..~NOe em St. Petersburg, Florida 337161200 WATER & SEWER PLAN A ,.: m Pbone: (727) 573-1338 1 " ORIGINAL RECEIVED FHB 2 "'' 2006 PLANNING DEPARTMENT CITY OF CLEARWATER C~ axm. ~ ,_,,.- ,x..a ~ - ,, ~ _ r-~-r , a~m.~..xm mw..~ ~ ,~,~ ..a.tl~ax~ ,_„~ ,~.x,~1 0~l>o>wa ~, - «..-.... ~ j p ~" ra'~ ~ ,,,,~ F ~ ~ " ' e„T ~ TIE-IN OF PROPOSED CONSTRUCTION TO EXISTING , INTEGR ° PLAN NEW TYPE E ~~ 0 rs' '>fNe "x^r xTS AL CURB & SIDEWALK 12 HEADER CURB STRAINHT CURB xtt xTS fi sr.pm e~Y .' 1ne' M i~/r.iyr L u, ~ • ¢- ~ o~mr ' '/• I I ' rw a a.rt '°r'u ~ xi u. ~ ~ . I 1 . °A F• :: ` - roan ~ ns n a 'I L °..:ro ~i ~ •.~~ ' °.. C.°#ma a ~ °a'Bi°'~° xAxp~}~~ sa pcTUL '"° """°9 ~ r ~ • ~~ a~~ ~ ALT SecnoN rwn~mnaL CURB) N°"01~0~~~1' CRO55-SECTION rDOi THE E INLET (NOOifreE) HANDICAP DETAIL xT2 a a'~ °'r'0I plauxmw•rzeaaom °xm[rtM~M a e n uwm• 4m rs/ r wry Ax e• NirAOEn v°-o.4 M1a uw~° ~-~q STORM SEWER OUTFALL CONTROL STRUCTURE ST-10 ~ TIPICAL STREET SECTION xa V NAx°eu~i ° LITTORAL SHELF PLANTING CALCULATIONS 4 vAxlrs u Naou.w J' + v a¢. - T„ w ,ovL xw m.°w. 9 ¢ Tca 1 ~ I9 ~ amr ~ +ars'r vrwrs 6xw~ a n•.a°D ¢-Ae° z.°' ¢ " Haan atT s t xwL o ¢-u,l° "_~y ppx~ ~~ ___ ___ ___ wml ~ ~ LN'TORAL SHELF PLANTING SCKEDULE I 3r ye ` - i~` 'T~ .E f f4 °a.DD ' ...zo ~ ' - __ i-~ TWICA ROC S ON °1pEHCRmre°Hix oe'a°`x~•~ r ~+ //5S~r EAxILItt N TcsiCD ev° ~o a arti0x ^'A¢ ~ L°'Ix''¢1^ rs 5 ~ .- (tom ) TWICAL POND SECTION (NORTH PONDI x15 (( P•lio.OnINO A°ESxELf ScxE001E o RIWT to wSTUUnox. TYPICAL POND SEGl10N (SOUTH PON01 ~ AARp_piTrn ND°A rn ) w ASrtn unnxl¢ NEETUUi vDDT RDAD uro paDOE saEarlc no s r a xn rs A n c aLr,A su+D AND DUAaTx ~ wwnm""O!u °° i a i x i w s sm5 5 i i ~ ~pmi °U V u o°R ° i1M I CN i '~° ° i ~ ~' ~ ~ r rm aT N w w i s u b A p Awr o . bA ~ aR c Ax I U T ir w l xu i ,1¢ ~ a .x v w xr¢ ¢.~J lIITER CAIbOM GY>BWATE ADCAEGATE IS x0i .1x ACS-TApE SUBSON2 fiJ I.NFORUItt O°ER1pENi r.5 OR p1EATER; Afro , ~ •, Dr°v beonwl PW9 auxouT e' :~.. 18' ° 5giev ed ~ mkt C) niECRTf OR4M p2E Or O.A TO 0.55 uIWNE1FR5 IN pANC1FR. - - Nom. ,i x~xc y maa ux~~rt/ r'~ p um¢urzMAw ~ PpAD ~ .um xnr °u[ 1"'~ Tno-6'-I/I6 (32i7 Slreel EI° AS1M~ 303A-SLR JS 6' w ///''' ~°~8°tl Rlane 1w Dlem ler)(Re w le / ~ / q Om uno0t a u¢snxq q I 1 Km ~~l; p~ 1 ~ ~ n '.. `-~ .I.+~.~ ~l~ f wm w mawrs aro xvon ixc smav a ose~nn w muwm n nx owra w avYa ° xn.w N DEWATERING SEDIMENT SUMP 6"or e' % 6' PVC Wp lC°s°etee) I ) ~ r '~ Au °o'°"' °° ° °"' 20 uu urmucw[ uArtni.r u.9[M°u Od~rtd ~~~ ~o .wm n,a Sava EROSION CONTROL AREA xm UNDERDRAIN CLEANOUT DETAIL ' UNDERDRAIN FILTRATION SYSTEM DETAIL ® Oultcoast Consuhipg, tDa ""°`D "x` BANTER HOMES }F D~r RIRI¢~. TREETOPS R cu~c °`° '° 580 Trinity Lxue N 10 7 "'' ~°'~+n'$~m`oo°~ St. Petersburg, Florida 3371&1200 Ph 727 573 1338 PAVING, GRADING & DRAINAGE DETAILS - 14 one: ( ) - ORIGINAL, RECEIVE ~E~ 2 " 2006 PLANNING laEPARTMENT CIiY OF CLEARWATER u a~ ,r Gid! y ~v i e #Hra v ~1 I ~;IrOrLL~ w i~ 1t Mav ~LIL N 1 ° I `~Id. r1iC~E ....<x a INLETS :~ - JW' CAST IRON GRATES wnr 7!e .r"..'.tiy, r.. STEEL GRATES >r"~° ~..., i~ DITCH BOTTOM INLETS TIDES C. D.E&N N,s .°. ~«~..w. r~....,.r.. F00T I.r r 232 i' I a~r~A S (ip PLAN n_ SECTION A-A xcnox - xr uuJt ~m BECTON B-B r NOTE: L ~ ~ swa I mane c+m..r. °°°w'm~,' ~ r ~ " SECTION C-C CONCRETE SWALE DETAIL nTs ,r L~ ~ I- m eJ pIAN ,Mti ~ •GENERA(IgTESM ~ I ! ~ I ~r.c nv~ FLARED ENO SECTgN SECiMm ° ~•`enrr°vr r r...e r~ ~m ~r:..r~r..~.... n. .mr~ ~ ..w .....®r.e...r nrrl,.~ra......r ..sr.. n. 'r„"' ` ~ ~ DESIGN MMES r M +~ \ ...r.... ~.,. ~°-r~4r.r.~M..~r..~.~r ~. FLARED END .--. co ~.. rn°...rr...r S,~ RONS srcraa cc .i. °...~....,.r....r:,.-..s......r.+. w.rn..«~,rrw.w..~..~r rr REINFORCED LavCRETE JaCxEi DETAIL '"` ',~ / p"c 4 C H c h 0~ ~~ ~ v a ~w~ Ir"e i ~ +'"'e. ISOMETRIC VIEWp ELEVATION A-A xmcs: u.i:am° it ,~.kir~.~i~u a.ee~ m°. z. ~ i ~al.:° e N ~~ae a wwla rcocg'~si., .w~a aw B R PLAN HEW Fe id ~ §,s •..na.l ray a -r, a ~~,~ ~v. - SECTION A-A ~I SECTION B-B .~rR+na. ~+'~~+r ~~ "°'~°P°°° rnuroeTr ewel r nrrnu .a -~ ~-- :-Irr mn t .~ - `+" L4-,_,n'-ice nll. wm TYPE A FDOT INDEX 90 ~_ calrcoast coasMleag, tR~. BANTER HOMES DE CA1nl~~ I.mDeam~~comenms ' . 580 Trinity Lane N TREETOPS II '"~ m.., """°° 1 1 ~mn~ruMO~ St. Petersburg, Florida 33716-1200 PAVING, GRADING & DRAINAGE DETAILS u Phone: (727) 573-1338 r 14 ~~ ~~ RFTIIRNEO CURB RAMP( SECTION B-B rwicel nalviwav canoe eernnu ORIGINAL REGENED PLANNING DEPARTMENY CITY OF CLEARVUaTER s Q?I tl 1 I i Eq ~Ii ES Flvieh pme roepav 0.1' Verio mi0. I.b mu~Nl gom o p v pmpeny lire bectof Ig•min arb. N•m¢ ~ ~~ ~ Iymyy WmPUU S."NOig Pm rnm"gnreegw. 3NOV-PVUbmng v 0 v p v p o PnNe I PiPk H"la ndewll ~ pSAN 11 Aa Yp ~ po=oopp p s E v~ a p Ein ~~ =g= g p= m"`m e• rm..e^"P...e-~m.Pm e p e e m dromm by do Gry inln.l< en u"Ipr o.sgml g ~~ _ ~p,J~gI 1 SOLID COVER GTY OWNED HOMEOWNER OWNPD ¢~~I~ 6 'WO AND MAINCAgF.U FNe MAPITAPJED T u, In" , b•Servl<elmW sc.umW ~ nNO~ ~ I~ C ~.~ M°" RPIG-SECTION -~ SECTION ANY VARIANG? MUSTHAVE W'RPII}]J TF.RMRJAL CLEANOUT DETAIL wHghl ez ro° APPROVAL OF THE Cll'Y INGPIeER. n.Lt SOLID COVER SECTION NOTe NOTES W°Ippt Ixo me. Il lelcnl melWele, Indudlvgepprowl Geeroul U.g.F"undry N".II)Ring And Rl.Gwa,Or Fgiul. herdwue, emroorovdmthe R/N ermlh<eveemem No1L, ua ml n"g¢mnm prc e. "mm ' °"°m'""']o`E°°I' SANITARY SEWER STREET LATERAL MANHOLE COVER DETAIL vaa Wt =~ I Ins Id to ^" I nm.p"c ............ ~... _...... Weser Msk ____~_____~_______________ _______________________ Curb e~ - ~ 0."o. ~ ~ erorSwi<e M.11. l'IYpd sNi I~mvl Gln ITFpa siam»Ih ]'jowl in pipcmey _ 10 NOT@SANRARY LATERALS TO Dp ]~I li I~gide Ld Lvm Lm WITHIN IU'OP CEITPE0.0P LOT ON ~) OOWNHOd.9R)E OFCENTER OP IpI. Rim M.11. of Strut Wetm Meiv _ Seniluy Mein PaDnLe SANITARY LATERAL LOCA `IONS T~~~ I 19 ~ g• I11R• ~-1 CLEANOUT PLUG DEI'AO_ NOTE: Clron"N plug ro M {/.S, Fowdry 1RI or qwL 9aLN e],~9 ]'8 6'Mee ICMe° Ifu1CCW. 61'-Itl ]'d T Itl °'~°""°'"°" ~ SANITARY SEWER MANHOLfi DEiAE, GnlfCaast Consulting lnu LPAgLN HIR. BANTER HOMES ^r~.T msLIHIeIRN. °m^^°°..° ve LiMOeunlgxnm,Cnm",Iirc TREETOPS II - ~i.'^'".'I°°'°e.T'-.°"" ^^'"a ~ 560 Trinity Lane N I Z SC Petersburg, Florida 33716-1200 WATER & SEWER DETAILS b: inn 'B..mP`1°~ Phone: (727) 573-1338 ., 14' ~~~ ~ "" 2006 PLANNING DEPARTMENT CITY OF CLEARWATER r: • (_ y{keaFP 6 to ~~ ~..~~nmD~~~,~o~,~~m:~~~ ~:~w~ror~~ a~~~ s ,..., ~.>~,D„~ , b~~ ,~ ~'~ __ seavlw [oNNernoN nernn. ~.....~® 1 -_ ~~~~ ORIGINAL RECEIVED t rTm., ~, a~ „:: ~ wm~. WAIeR MAnI SeRVIw LEiE9 TYPIrwLuernoN ,a.~.,~~~ -~ Imo. a,~~..,. ~.~.r* m. ~e~nx.we.. . r°udnw,nrf~ PLAN VnnV TYPICAL HVORAM SETPBJG ~ L ~ ~. ~~GnI P.V.C. PIPey 1RAINT ~r u ~. e~ ~------- ----~-~------~----------a--------- -------' m:; 1 ~~' R.:; ~~s~.s~ ~~I ~ to I~,~~; Se0.Vlw LOGnONS DATAIL owa ~i~ ~` c~a~.il~~ ie a.m~.eww ~ w.... m~E~ . PY~~ , ~~~ ~W. ~~ o son9;~ ...e..~ .~ ~.... TYPICAL VALVE eE'PIBIO CNLORRiAT10N TAPOEI'AIL GRGRR FECnON r M1pva~ J SV fblmiml J >•~. ~ .~.~ -+0- T9MP00.A0.Y BLOWOFP BLOWO WDEPAn. 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G F4 lP Vy Mr wp w R iL ®PROI~EC IWTDNTIALL INCWING LEGS Dld 0. 2 B'AOE A8 OER®BY CBHA D~ ~ tl ~ w .w ,,..,..ym„~~~a ,xmur N ml 33 ~ A.' ?P O L• L GT IW UP r ® PHASE PROTECTIW SNALL LL PROVISED L ARA OOC BT81FA1 WO V•. ~® PANEL NANUrALTURER SNALL BE A'11L' LISTED SNDP. ALLAWBPIAP IT9aVAL • e ~ ~ EL RAP OFP I w111DIR WDW TIIO WlD W61' ~~ SINE [ONTRACTDR TB INSTALL CWBUCTORS rRW ' 1 ANDiLOTATAN FWDE :.•, ;,,,.; ~.., PANEL TO LILT STATION L MAKE ALL CDNNECT[ONS. v ++m • . e me ur ' 1 '~ 1 - A . \aome ( m .. ,: ~ m w2 ~[ra• ly m.•rmulaB Sm O-~mAtN °~ BonAB ~ ! ~ ~w • ELECTRICAL RISER ~ `•~~ ~ ~ A ,y BaxrraAAle artoP raLEerrro AvoD TAAVLWG SECTION ~ -- 98' INSIDE DIAMETER ~ LEGEND ®raA:o~LDC Pur efATS~N ~~ aam4mW roTmulu..TaF gr .o.pd AN W.A1AVHpD ~~ ~~~~ ~~~~ ~ KB ~ ~ ~ ° o 11GIW 8rM1Bi " ' TECHNICAL SALES FDEP REQUIREMENTS o w 40L . .m ~ w ° ` 0.8 aVBIDAD MPAIBID OOPPOfW710N ~ ~~ PAbIAE GG11OElE NCfl91W1Dlw RAVE ElY A8~INE LETBI WAIrJw1GIP8+WABIBNATLA B'EpALI® F Rff R RBJ,T PnO.DE B VF! B:N. IAKfpfIG IAif a Cpil{R PMEL RG1LE 0/C gAIBiIlE KRHAG/f Wt ~ ~~ RD CUCXYGE 898TIM AP^r+PP/rAwAn4.xMm ALL BECREIL P,V898WLBE IDb•EBE DD IFJA O' W G~BETIAI~B ~~ R RW ARIIdCATpk w elw A fL0009F'AIDN dPaffi ~ ~ G ~ GIG oRaTG B IGA NAMN%FAIlIpM11C BBEal01 Bi Bf/Jir BadT Ma N181E ALRlE 1M OGIDw9X+m PUMP PERFORMANCE CURVE m ~B.aoeR~~ uvArL Gea PA%uG1G418L BCA1f9 NT8 cD1ecG9stCoDXDufng,Ina v'"I`A°"°°' SAMTERHOMES LRiDisELIPnGN r.w. ~ ur mn mu,wr. ImtllkvNOpmmi CemuliioX "`° "'Oeixe Jm"0e' 580 Trini L e N TREETOPSII 1 [~ ~ ~ 1~ln® ty an St Petersburg Florida 33716-1200 LIFT STATION DETAILS ~ nlII •• ~ Ph 727 573 1338 ~ 1 / ~ one: ( ) - ~'~: . . r 1 ~ • • ORiGItiAi. ~~ ~~'~'~ ~°°- ~ ~ .. A ~ 4i F ~~ .~ '~ ~~ ~ ,,- _ ~. tR. ~ V / .\y ~ P ~ / ) / ,( ~?._ ~' ~!j .hex _.' ~ ~'~"~` •"i w / Z. '~7 ~,J_*' ~ ~ Fa~•~ ~ t' V ~~ ~ ~~ ~~ ~~~ ~ 9 2005 `~~ DE~'E~UQ~! ~~gSVGS. Peter ~ennetf _ Sam~e~ ~®~~t ~.~~ 305 South f~lacaill Avenue Tampa, i=lorida 33609 August 22, 2005 i~E: Tree T®ps 11 Tree Assessment Dear Nir. i3ennett: CRIGINrS,I. ~N~A~E~E~T As yon requested, l have completed my assessment of the referenced property. ASSi6zi~l~Vi~NT ~y assignment was to inventory and assess each subject tree as annotated on a provided tree surve~< in accordance with the vity of ~learr~vater's tree grade requirements, record each subject tree's grade onto the provided survey, and provide a written report of inventory and tree assessment. Sl1ii~~~-R~ ®PI~IiO~ There are 9 trees which are # 0, 1, or 2 (highlighted in pink on the attached survey}, 409 trees which are 3 (highlighted in yellow on the attached survey}, and 2 trees which are 4 (highlighted in bias on the attached survey}. In addition; there is 1 cabbage palm (Sabel ~afrr?ettc~} ~~ith fifteen feet (15') or more of clear trunk. ,_..~ Following is an explanation of the rating system which was used: D ~~ Cif ~F ~Ie~AR~ATE~ T~E~ l~°t'iN~ S1~ST~~ ~~ ~~a 2 ~ 2005 %~ 0 Dead, require remove( PLANNING & D~ t+~i~Ph~r tdT VCs 1 Poor (nearly dead, hazardous}, require removal ~TypF C,~.:~.,AF3~lArFq 2 Selow Average (declining, diseased, poor structure, potential hazard}, require removal. 3 Average (worthy of preservation but has some minor problems, minor decline, tip die-back, minor inclusion} probierns can be corrected. 4 Above Average (rather healthy tree with very minor problems} 5 Outstanding (very healthy) 6 Specimen (unique in size, age, exceptional quality} - - Trees rated 0-2 should be removed because they pose a hazard, no replacement ~_~ required, trees rated 3 are worthy of preservation but could be sacriT~ced to allow additional preservation requirements for trees rated 4-6, trees rated 4-5 should ,~ ~.~~- ~r~ 1C~~ IVlichi~an Avenue P Pai_m Harbor, :L 346S~ ° (%Z;'l ?86-8?28 ` (72.%1 789-I69% Far R: ~ • ~?e€~ae~~a~a~e ~'a~~ ~~ee ~y~~~s~a~n~ e~€~g~ts~ '~~S ~~~5 ~~~~e~ ~®~-sst, i~~~~ ~a~~ receive most of the attention for preser~atican. great efforts must be made to preser~se these trees; and trees rated ~ eery rarely :~sed~ are trees that ~nnof. be rer~iovect. !'lease a~~ise if l ray be of further assistaE¢^e to you in this matter. l affirm that my opinions haue been made ire total good faith, used an to ~e faots presented during my inspection, v~~ith no coercion from others. l further affirr~i that l ha~~e no interest with the parties or people ir?olr~ed with this issue r~or any interest with regard to the outcome. Sincerely, ~~~~ J ~p• ~. Sarnnik ~~ ~labh ~~- ~, ~,~~ 2 ~ 2005 _,, A1-{ Ctr 'i • T'ft~~ ~®~' ~1 • ~iut4s®r: .~~sepbr R. SamnEk ~'~~~ ~SS~SS~~~~ ~ugus€ ZF, ~~Q~ C®t~~t®N NA~tr: SSE ~~~~~{TY' ~ CON®FTf®{~ ----- - OAK ----- ---- 7" DIA 'f --- - g OAK - ------- --- - ~5" DIA -- ~ - OAK 112" DIA - j 1 1 -_- OAK ', 5" 8" DIA -- - -- -- 1 - - 1 _ -. P{NE ;13" DfA --- 1 - -- --- 1 - _ GAK 15" DIA 1 ? _ ----- 2 OAK ' 9" DIA 1 ' ---- -- - _2 --- PIiVE ------ 18" D6A - _ 1 ~ -__- ~ -_ 2 _ _ _ PINE - .15" DIA ___- -- ~ -_- 1 I -.-._--_-_ 2 - -._ CABBA.OE PALfiPi ~ 10" DIA ' ~ 3 - CITRf~S - --- i6" D(A ~ --- -- ~-i --- ---- -- 3 CITRUS 4" DIA , __ 1~_ 3 CITRUS ------ - _ '4" DIA 1 . -- - - -- 3 OAK ----- ~ 6" D!A ~ 3 OAK -----------__ ____ -_ OAK OAK -- OAK ~5" DIA._--- ``5" DIA - 7" DIA i4", 4", 7" DfA _ -- 1 ~ - {---- -------------- 1 ~,' 1 - ! 1 ; 3 ---- 3 3 3 - --- -- OAK --- OAK ;SE~ DiA 8" DIA - - - ~7--- -! ------- 1 ~ ----- ----- ---- - - 3 3 -- OAK --- --- -- -- ' 7~, DIA ~ ~ --..-- ~ OAK --- -- - ' S" DIA 't ---------------- - 3 OAK --------------- _ - 5~, D{A ------ -- 1 3 OAK----- 5" DIA 1 ; 3 OAK ~4" DIA ------ 1 :. ------ -- ---- 3 -- OAK ----- 4" DIA -- ;~ ; ----- T---- 3 -------- ----- OAK OAK OAK OAK _ OAK _ OAK --- -- ------- ---- - OAK --- ------- OAK OAK -~ 8" D!A ;4" DIA 6": 7" DIA _ 16" DfA _ i5" DfA ~ 8 DIA ~ 5", E" DIA --- 12" DiA ' 25" DfA 1 1 ~ 1 1 -- __- _ 1 - --- 1 '' --------- ---- 1 ' ---- ___ 1' --- ------- 1 .---------- 3 3 3 3 3 3 3 3 3 OAK -- -- 13" DIA _ j i _ 3 __ OAK i 5" DIA _ 1 3 OAK -- ; 8" DIA _ --- 1 I -- 3 OAK i 5" DIA -- 1 ' -- 3 OAK --- - j 3", 6" DIA 1 ' ~ --- --- 3 OAK -- - - ----- - 7" DIA 1 ~ 3 _ OAK 19" DIA i 1 3 _ OAK 5" DIA _ _ 1 3 _ OAK - ~ 9" DIA _ ~ 1 ! 3 _ OAK __ i g" DIA ~ 1 ' _ 3 OAK 7" DIR 1 -- 3 - OAK -- -- OAK ------- ---- -- 7" DIA - i 7" DIR 1~- _ 1 OAK -------- 7„ DIA 1 3 oRc~~~n I_~ !J ~I . ..... - ~ ~~'~ 2 92005 ~. Page 3 ~ _""'1 p114I+tNING & DE4'EtOf'FrrNT SVGS • 7'F~E~ ~~~ ~! ~R~~ A~SE~~~~~~ . ,~a~tB~or: .iosepd~ ~. sarPaorilc ~ ts~s~s~ 2~, ~0~5 C®A~IVi®E~ Pd~M~ ~E~~ E~E56~E~~E~' ' ~O~EDETEC?E'eE -- ----- - OAK - 14'° D{A 1 3 OAK i 8" DIA 1 3 OAK i8" DIA - ___ 1 , ______ --- 3 OAK -- ----- .. i 17°' DIA -- ~ ----- 1' --- 3 --- OAK ~ 4" D!A 1 3 OAK i6" DEA 1 3 ___ __ OAK ~4", 5" DEA 1 ---- --- 3 - OAK ---- 4", 1O" DEA 1 _ 3 _ _ OAK _ 9" DEA __--- -- 1 _ 3 _-- _-- OAK - _- IF>" DEA `. ~ 3 OAK 13" DEA - -_-- _ 1; -- -__3 OAK 14" DEA ----- 1 ------ ----- 3 - OAK -- ~ 5 5° D{A -- 1 - -- 3 _ OAK --- OAK ----- - i 8" DEA j4", 4" DIA -- - 1 ':. :. - 1 ; -- - --- ------- - 3 - 3 OAK - ; 5" DEA -- ~ , ---- --- -- 3 OAK -- - - 4 " 5" DIA - 1 ~ ----- --- - 3 -- OAK --------- - j7•° DCA -- 1- - 3 OAK IOAK 12" DEA 4" DEA 1 ': 1 ----- -- -- 3 3 OAK ------ - -- j 8" DEA - t 3 OAK iE" DEA 1 -------- -------- 3 - OAK --- OAK ----- 5" DIA ! 5" DEA --- 1 1 --------- ----- - 3 3 - __ OAK OAK OAK _--- -- 18" DEA ~6"D!A - ---J 6" DEA - 1 ~ ' ---_ 1 : -- 3 _3 OAK ---- __- - - --- ---- -OAK :,15" G!A - ---------- - -- ------ i 7" DEA - `s - - - -f ~--------- --- - _...... 1-;---------- -- - -------- --- - -- - 3 - - 3 OAK ---- -- ----- ; 4" DEA ---- - ~ = 3 OAK -~---- - - --- -- ' 8" DEA -- --r---------- -- ----- 1 - - --- ----- - 3 OAK --- OAK ------ OAK ----- i 4" DEA ---- 16" DEA - ------ 5" DEA-- _ ~ ; ---- ~ ~ 1 ~ -- '~s~ d~---- _3 3 3 OAK ----- ~ 8.. D{A ---- ---` ' ----- 3 OAK 9" DEA __ 1 i' - 3 OAK __ j 1©" DEA 1 ~ --- - - --- 3 OAK -- --- i 8" DIA 1 { _ 3 OAK -- - --- r 7" DIA _ _ _ - 1 " -_--- 3 OAK i4" DA 1T _ 3 ____ OAK 7" DEA 1 _ 3 OAK _ j 8" DMA ~ -_ 1 __ 3 OAK _ 12" DEA ~ 1 _ 3 OAK 7" DEA -_ 1 _ _ _ 3 OAK ---- - 11 ", 12" DEA 1 ' 3 OAK 8" D!A 1 3 OAK 2", 4" DEA 1 ~ 3 OAK ~ 7" DEA _ _1 ~ ___ _ 3 OAK _ ! 5", 6" DEA_ ' 1 ~ __ _ 3 _ OAK __ ~4" DEA 1 ~ 3 . # cn ~ ~~ ~~:. ~~ Q, ~ ,,uW~. ~~ " ~ S , t~s! ~-~, ~a~ ~ `~~ a ~---1 -~ q~T a. Page 4 • ~~iE~ ~`°~~ 6~ • ~4u~6acse~: .f®se~f~ R. Sar~rrt~E!c~ ~R~~ ~~~E~~~~~ ~~q~cst Z2, Z~~s CC~~E~lOl~ ~Af~EE --- ----LS{~~ ------ QIJA~~C~"~` GO~IE~C~'fOE~ OAK ------- -- ' S" D!A --- 1 ~ ------ -- 3 - OAK - -- 6" DfA ~~ - -- 3 OAK --- ! 5" DfA __ 1 ~ __ 3 OAK --- -- {6" DEA --- - - 1 ~ -- - 3 OAK --- ~4" 4" DEA _ 1 _-- 3 ___-- OAK ~ 7" D!A _ 1 ~ _- 3 ___ OAK 5" DEA -- 1 -- - 3 OAK ---- --- i7", 8" DEA 1 ~ 3 OAK - - _ - 8" D!A - 1 -- - 3 OAK ---- ----- -----5" DEA - 1 ~ --- -- 3 OAK --- --- _ --- 7" DfA- 1; --- 3 - OAK ' 12" DEA_ _ 1 "s OAK - - - !4" DEA _ -- _ __ 1' --- --- a - 3 -- OAK OAK 4" DEA 11" D1A ------- -1 1 j --- -- 3 3 OAK ------------ 5" DEA -- 1 --- --- 3 OAK ---- ~ --- !8" DEA ,; , 3 OAK OAK OAK OAK OAK 6" DIA_ 12' DEA ------ 12°° DEA i 5" DEA -- - 4" D!A 1' -- 1 ; 1 --- 1 ! 1 3 3 3 3 3 OAK '; 7" DBA 1 3 OAK ---- ' 10" DEA -------- _1 _ ----- 3 OAK ------- -;6" DEA --- 1 ~ - ---- ------- 3 ---- OAK ------------ - ------ , 5, , 8 `DEA ~ ~ - - -1 ----------- --- 3 OAK --- ----- OAK ~" D 1.t0 _ 5" DEA -- 1 3 1 ' 3 -- - -- OAK ------------- -------10" DEA - ~ ; ------- ------- 3 OAK ~ 12" DEfi -.. 1 ' _ _ 3 OAK - ---- -- __ 18" DEA - - 1 --- 3 OAK - ----- 8" DEA 1 ---------- - - 3 OAK ---- 6" DEA -- 1 ~ ---------- --- 3 OAK -------------- ---- 5" DEA 1 3 OAK - --- --- ~ 5" DEA --- 1 r -- 3 OAK ----- 18" 10" DEA 1 ! - _-- 3 OAK -- - !4", 4" DEA --- _ - 1:!. 3 OAK ~ 12" DER _ 1 ~ - 3 OAK -~--- i 12" DEA _ _ _1 _ 3 OAK 8" DEA _ __ _1 ! _ _ __- 3 OAK _ 9" DEA -- 1 -- - ------- 3 - OAK _ i6" D!A 1 ~ ;, -- --- 3 OAK -- ---- 6" D!A 1 ~ 3 _ OAK 9", 9", 12" DIA __ 1~ ----_ 3 OAK -- - 8" DEA _ 1 j _ _ 3 - OAK ~8" DEA --- -- 1; _ - -- 3 _ OAK ! 8" DEA ~ 1 ____ 3 OAK 8" DE-A _ 1 ---- 3 OAK -- -- ~ 7", 10" , 12" DEA -- -- 1 ----------- 3 - OAK - - _ 5" DEA 1 3 .~T f~ ~' ~..•- t ~~ o ~ ~~. r7'S 3,r_~ _ iuir N ~. u, ~~ C1J L~ ~ a Page 5 . ~~~~ ~®P ~~ • At~~©~. .lese~zia ~. Sa~aa~i~ ~R~E ~ S~~~SM~~~ ~Ec~~e~s~ 22, ~~~~ COE1~E~®E~ Pl~.~~ i SE~Ip ' ~E.iAf~~E~` ~ ~OiV®E~'IOh~_~ -------- OAK ---- - ~T' DIA 1 3 OAK i4", 6", 9" DIA -- ---- 1' --- 3 ----- --- OAK OAK ---------- --- 5", 5" DEA ------ ;6" DEA ---- ~ _ _ 1 ' _ ---_----- 1, - _ 3 3 ------ OAK - -- j6", 6" DIA - 1' --- _ 3 - OAK !9"DEA _ 1 3 --- OAK _ ~6 DIA -_ _- 1 ' - -- ~ 3 - --___ OAK -- ~9" DIA __ 1 ! ___ 3 --- OAK 16" DEA _--- _ -- -- i ~ _ 3 - -_- OAK OAK -- _ ~4" DEA _ ;7' DIA 1 ~ 1 3 3 OAK -- _ ~ 5" DfA_ 1 ! ---- -- - 3 - OAK ----- -- ---- 8" DEA ~ ~ 3 OAK ----- OAK ----- --- 2 D6A -- i6" DIA --------- 1 '- ! 1 ; --- ~ 3 OAK 6" DIA__ -.._-.. 1 ! -..- ---- ------- 3 - _ OAK ---- OAK OAK OAK OAlG __ _ OAK ------ ----- i4", 5" DIA I6" DEA j6" DEA ---_ ._ 10" DIA __ i 8" DIA ----'7" DEA -_-- ~- - 1 j 1; 1 i 1 ~ _ - -- ----------~ ; --- 3 3, 3 3 3 -------~ OAK ------------- OAK -------~13" DIA ; 5" DIA------- 1 ~ ----.------- - --- ~---- 3~ --- ----- _-_~ OAK OAK OAK 'S" DEA __ ; 5" D!A ,5" DfA -- - 1 1 i 1 ~ -T--------------- ~ 3 3 ------ ----------- OAK _ -- --- 5" DEA 1 3 OAK ~ 5" DIA ------ 1 ---- --...-- - 3 OAK - ------- ----- 5" DEA 1:, - - - 3 --------- OAK ; 5" DIA - ' , 3 OAK .6" DIA 1 ': 3 _ OAK ------------ ~ - , 6" DIA_ -- - --- 1; ,--- ----- --~----- 3 --- AK - -- ------..------- 6„ D{A ---- -------- i! ---- - ------- ~ - 3 -- OAK 6.' DEA 1 3 OAK '6" DIA - - ------- - 1 ' -- --- -- 3 ---- ----- OAK ---- ~6" DIA 1 -- _ 3 ____ OAK !6" DIA ~ 1' - - ---- 3 --- OAK j6" Di.4 1 ~ 3 OAK i6" D!A _ _ 1' _ 3 _ _ OAK ~__ .6" DEA _ -- _ 1 _ - 3 OAK _ ;4" DIA ~ 1' 3 -__ OAK - -j4" DiA --- 1 3 _ OAK __ j4" DEA 1 -- 3 OAK 5" DIA i 3 OAK ;5" D!A __ _ 1 _ 3 OAK i5" DIA i 1 ~ _ 3 - - OAK --- i 5" DEA ! -- 1 ' _ _.-_- 3 OAK ' S" DIA - - 1 ~ - --- 3 -- -- -- OAK - ; 5" DEA ___ - -- _ 1 ~ _ __ 3 __ _ OAK _ ~ 5" DEA 1 ' 3 O . -~ ~~ ~j'~ ~,~ . ~_ `: L NQQ ~y ~s~ - ~~ ~:I~. u.i li ~V ~, as ' I.l d a~ }nth ~' ~~ E ~~~ ?~ ~ o ~ S l a Page 6 . ~~~~ ~'®~3 ~~ p,~ . ~El~iTOF: ./C3c@~fi ~, J~~?YP~l~ OAK 5" DIA 1 ----=- ----- --------------- 3 ----- -------- ---- OAK _ ----- --> 15" D!A - 1 - ---- - ---- 3 - OAK -- ------- ;4" DiA - 1 , ------ -- 3 OAK ---- ---- ----- 4„ DIAD{A -- 1 -- --- 8 - OAK ~4" DIA 1' 3 OAK -- - ---- ~' DIA -- ---- -- 1: -- - - -- -- 3 _ _ OAK 7" DIA 1 ~ - --- - 3 --- OAK __ 17" DlA - 1 ! ---- _ `' - --- OAK -- --- ------ ___-- 7" DIA i i 1 ~ -- 3 OAK j 7" DIA 1T --- --- -------- 3 -- OAK ---------- ------- '7" DiA - 1 - ~ OAK ~ 7" DIA _ ! 1 _ 3 __ OAK _ ~" D!A ; 1 -------- ----------- 3 -- OAK ------ --- --- ; 7" DIA ---- 1. - ! - r ~ OAK - - 7" DIA - - ----- -- -- ---- 1 ----- - ----- 3 OAK -- 7" DiA 1; - - --- - 3 OAK ----- OAK ----- ----------------- OAK OAK -__-__----___..-_ .--- OAK _ _ ------7" DIA - ------- 7" DiA ---- -------=------- 7" DiA ' 7"CIA ___ ~7" DlA 1 ------ --- -------- 1 ; --- - - ---r---------------------------- 1 j 1 -____L.__.--___-______-_ _..__ 1 ~ 3 3 -- 3 3 ....-- 3. OAK J 7" DIA 1 3 OAK __ OAK ---- - OAK OAK _ --- OAK ~ 7" DIA 7 DIA ------- --- ---- 7" DIA -- ---- 7 DIA ---- ~ 7" DIA --- --- ~ __ 1 ; 1 , -- - --1----- -- ------- -- - 1 I -- - - 1 ; 1 - -------y ----- 3 3 - 3 3 3 ----------- ---------- OAK _ -- --- - - ~7" DlA 1 3 OAK 7" DiA 1 ` 3 OAK '8'° DIA ~ 1 ------ --- 3 OAK -- ; 8" DIA 1 ' 3 OAK -'8" DIA i ~ 3 OAK ---- ,~ 8 DIA_ -- ---- ., , --- --------------- - 3 - OAK OAK 8" DIA 8" DIA ---- . 1 1 --------- -- - 3 3 OAK -- -- - - ~ 8" DIA ---- ~ - ----- -- 3 OAK DIA .8" 1 ' ~ ---- -- --- 3 __ OAK _ ~ 8" DIA - 1 I ------ - 3 - OAK ------ ----i8" DIA 1 ; ---- - ~ OAK -- -- ' 8" DIA 1 ~ ------ --- 3 OAK - ! 8" DIA -- 1 ~ --- - --- 3 OAK --- i8" DIA 1 ~ - ~ 3 _ OAK 18" DIA -- - -- 1 ' - 3 - OAK _ ~ 8" DIA 1; 3 _ - OAK _ ~8" DIA _ ~ 1 j 3 _ OAK _ ~8" DIA 1 ! 3 OAK 8" DIA -___-- 1 3 OAK -__ ~ 10" DiA _ _____ 1 __ 3 __ OAK ! 10" DiA 1 - - ---------- 3 OAK ------- i 10" DIA ~ - ---- - --- 3 OAK 10" DIA , 1 ! 3 ~y r~'y iia o ~ ~/ O~`' ~ ~~ ~ ~ o Ids ~ • ~sG~ ~ CG ~ t7~ ?"c? ~~ ~ 1 ~ -~ Page 7 C s • TREE -~®~ g~ • Aaiti7or: .fosep~ 6~. Saan~i~ ~'i~~~ ~~S~~~MEPCT ~sr~~~st ~2, ~~~~ GO~VtE~®~ ~i~f~~ S6~E __ C~€~Af~~t~ _ ~QND@~'1~3~G OAK ~ 10" DEA 1 --- - ------ 3 OAK - --- -------- ' 10" DIA ~- 3 OAK 10" DEA ! 1 I 3 OAK - ----~ 10" DEA - ------ ------------- `' - 3 OAK j 10" DIA 1 -.-.-___._ _ _ 3 OAK ------- - ~ 10" DIA ~ 1 - -------- 3 OAK ~ 10" DEA ~ ' 3 OAK -- -- ---- ~ 7" 8" DEA T---_____ - ----- 1 ~ -__ 3 OAK ~4", 6" DEA 1 3 OAK -- OAK _ --j6", 8" DEA ':6", ~' DIA _ 1 I 1 ' - ~------------ 3 3 --- OAK ----- ~9" DEA ~ 3 OAK f3", 5" DEA ---- ----~---------- 1 _3 - ----- OAK ----- .5", 8" DIA 1 3 OAK 16" DIA - 1 --- --- ------------ 3 -- OAK -------- OAK -------- _ ---; 6.. 7.. DEA -------- ~ 4" DIA ~ ; - --------- 1 - ----------------=---------------- 3 - 3 - ------------ OAK --------------- -- - OAK OAK OAK - ----- -------- ---- GAK OAK OAK 17" DIA ---' ---- 12" DEA 5" DIA _ ~ 10" DIA i -- --- ' 10" DEA _ ~ 5" DIA 5" DIA 1 ' =------ -;------------ 1 < __- -~_ --. _...._..-- ..__ 1 ----...---~------------------- -------- - 1 1 1 3 ------ 3 ._3 3 -- 3 3 3 _ OAK OAK _.... ---.._..___- -------- OAK OAK OAK ------------- OAK 5" DEA ~ ' ----._..~5, DEA ---- __~ 5 DIA ~ 5" DIA ---- ' S" DIA --- ------; 5' DEA i is ----=------------------=------------ 1 1 1 ; -=--------~--- ----------------- 3 -3 3 3 3 ---- 3 OAK OAK ~ 5" DIA 5" DEA _ 1 '~ 1 ~ 3 3 OAK 5" DIA ~ 1 3 ,OAK - ------------ OAK 15" DIA ------~-------- 16" DIA ~ 1 ---L--- -----------------....---- 1 3 --- 3 ._ OAK - "15" DIA_ - ----------- - -----r--------; 1 --- --- - ----- ---- 3 OAK ----- - ------ 23" DEA - 1- ' 3 - OAK - -- ------r ~4 , 5" DEA _ ; --I--------- _ 'i ; ----- ------------ -- 3 - __ _ _ OAK __ ~ 8" D!A -- ;I ~ -- - 3 - OAK -- ~6" DIA _ _ 1 _ __ -- 3 OAK - - -- i5", 6", 9" DEA _ _ 1 " - _ 3 OAK --- - 7" 10" DIA --- 1 ' 3 OAK ---- --9" DIA 1 ---- 3 OAK ------ - j6" DIA ~ ~ __ -- ----- 3 OAK ------ - 16" DIA .~ ; ---- 3 OAK i6" DIA_ - 1 - - -- 3 - __ OAK _ !6" DIA -- --- --- 1 - - -- _3 - OAK j6" DIA - 1 -------- ---- 3 OAK ---- Eg" DIA 1 ~ - ---- - 3 OP.K _ 16" DEA 1 ~ 3, OAK ------- i8" DEA 1 _ ..~----~ to ~-~~ rr> ~. .''` w ~' u i ~uV. ~u ~~ ~ u~ a -~ - Page 8 '' ,~ _.~ 3 r T , e, t. ; s. - t ~, .: Y -, -.~. f Ti~~E TAP !~ ~ ~r~ac~~: .f~se~6~ ~. SarrFr~F~ T~$~~ ~S~Es~~~T ~Ecs~a~s€ 22, ~~~ O®iifTfifl®E~I NAE~tr ~SI~a QE~AN~ITI~ ~f`3t'dQFE~IQP€ OAK 6" DiA ----- 1 ; 3 OAK ~4„ DfA - ----- -- --- - 1' _..-- - - 3 OAK----- --- --- j 9„ DfA 3 OAK -- --- - -- X11" DfA __ _ - 1 ~ _ -- 3 OAK - ------ - --- j 55" DfA --- ----- _ 1 i ----- - 3 OAK - ------~-5 ' 6„D!A - ------- ~ -- - - 3 --- OAK ~8", ~" DfA i 3 OAK 5"DIA } 1 ! 3 OAK __ ---------- - __ _ i5" DIA ~ -------- --------- -- 1 ----r-- ----- 3 - OAK i 5", 1 L~" DIA 11 3 OAK S" DfA -- ------ 1 ; -- 3 -- OAK ----- ------- 111" DIA ~ 3 OAK 19„ DBA --=-------------- - - --~ ~ ---------- --3 ---- --------- OAK --- -- - - 111" DIA 1 3 OAK i 10" DfA 1; 3 OAK ,5" DiA --~------ ---- ~------------- - 3 ------------------- OAK -------- I4" DtA ': 1; 3 ~ OAK 15" DIA E ' 3 ~ OAK--- i 9° DtA -_ -_ .. i ; _ .. _ _ - ~. OAK ~~", 5", 5", 6" DIA - _ 1 3 .OAK 5", iQ'° DIA 1 3 OAK 12" DIA 1i__ 3 OAK -- - 17" DfA -- __ 1 ': 3 OAK ! 5" Df A 1 ` 3 OAK _ ~4", 5" DIA 1 3 OAK ; 9" DIA 1 ~ 3 OAK ~ 5" DIA 1 ! 3 AK O 5" DIA 1 3 _ _ _ iOAK --------- -------- - --_--..~g,~ DIA -- ---------- ~------------_ -------------- ------ - 1 --3 OAK - S' DfA 1' 3 OAK 12" DRA -- --- .. -- 1 -- --- 3 OAK- - --- _ - - ;5" DfA - 1- 3 OAK - '6" DIA 1' 3 OAK ~ 13" DIA 1 3 --- -- - - 6 DIA - -------- 1 3 OAK ~ 9" DIA --- - = 1 ; --- 3 - OAK -------- ---- --- 9", 14" DIA ---- ------ - _ ---1-~_---- ___- - 3 OAK i6" DiA - --- 1 --- --- 3 OAK ------ ;13" DIA 1 ~ 3 OAK - 6" DfA 1 ---------------- - 3 - ---------- OAK -- -------~--------- ~4" DiA - : 1 ~ --- 3 OAK '3" DtA _ 1 j 3 OAK - - - ~ 5", 6" DIA ___ 1 i __ 3 _ _ OAK _ _ _ ; 5" DiA -- ------- - 1 ~ -- 3 -- ---- -- -- OAK ---- i6" DIA - -- 1 ' __ 3 -OAK ---------- _ ~5" DiA - 1 ~ --- - 3 OAK - -- !6" DIP. _ 1 ; 3 OAK - - i6" DIA ----i-- --- -- -. -- 1 ' -------- 3 ------ OAK -- 'S" DIA --- - 1' ----- 3 OAK ----- 6" DIA - ~ 3 Page 9 ~~ N ~~ c~ ~i ~~ ~®6~~®~ NAME ~1~:= ~~I~~,~~' ----L~~I~I"~°~~~-----~ JAF: 20" D{A i E 3 ©AK ,'t~' diA ~' 3 _ f, 3 QAK i ~" DIA --- --------- ~ ~ - ----- ------- 3 - - --- ©A6C --- 16" DfA 1 3 ©AK - ~ °,: DiA ' 3 C3A~G ; 6" D(A 1; 3 QAK ~ 7., DIA ~ 3 !AK i 5" ©f 4 4 3 dJAI: ; ~., DIA 1 ~~ C}AK ©AtC ~„ ~„ DIA ~ $" DIA ~ 1 ' 'I 3 oAR I ~„ 1 ~"~ ~" DIA ~~ ~ - - -. ... -_-_ ~ e -_ _... 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Land Developffient Consulting • Engineering • Planning • Transportation • Permitting ICOT Center =. 13825 ICOT Boulevard, Suite 605 Clearwater, FL 33760 ~ O Phone: (727) 524-1818 Fax: (727) 524-6090 ~_, September 28, 2005 Ms. Alba Mas, P.E. Southwest Florida Water Management District 7601 Highway 301 North Tampa, Florida 33637 Re: Treetops II at Druid Road Townhomes Pinellas County, Florida Standard General Environmental Resource Permit (Minor System) Dear Ms. Mas: Enclosed for your review and approval are the following: 1. Five {5) copies of Sections A, C, 8~ H of the ERP Application. 2. Five {5j sets of Construction Plans. 3. Five (5) copies of the Master Drainage Report 4. Five (5) copies of Location Map within the Mater Drainage Report 5. Five (5) copies of USGS Quad Map within the Master Drainage Report 6. Five (5) copies of the Geotechnical Report within the Master Drainage Report 7. Five (5) copies of the current aerial photo within the Master Drainage Report 8. Five (5) copies of the SWFWMD aerial photo showing project location 9. Five (5) copies of the Declaration of CCR's 10. Five (5) copies of the Boundary Survey 11. Five {5) copies of the Warranty Deed 12. Five (5) copies of the Purchase and Sales Agreement 13. A check in the amount of $200.00 for the review fee Please call me if you have any questions or need any additional information to facilitate your review and approval of this Surface Water Management Permit. Sincerely, Tim Neisinger Project Engineer ~~~ ~u~~ {~ ~~p 2 ~ 2005 ~ pIANNING & DEVttvrm~~~ ~ ~~~~ ' ..-..-_~ C.tlll OF G14't(~i~ ------ cc: Peter Bennett, Sumter Homes (w/encl-submittal copy) File 04-087 ~ ~ ~ • OR',^uINA~ FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION/ WATER MANAGEMENT DISTRICTS/ U.S. ARMY CORPS OF ENGINEERS JOINT APPLICATION FOR ENVIRONMENTAL RESOURCE PERMIT/ AUTHORIZATION TO USE STATE OWNED SUBMERGED LANDS/ FEDERAL DREDGE AND FILL PERMIT ~~ ~~~ ~`~G El~~~/ FORM 547.27/ERP (8-94) Rule 40D-1.659, F.A.C. ~~~ ~~~D CFD 2 Q ~ I ~~®Z ~ ZQO~ PLANNING & DEVELpPi~~~NT SVC -CdN QE ~t.fA ER . __. . s, `~ Date Received , • Date Received Proposed Protect Latitude Fee Received $ Proposed. Protect Longitude Fee Receipt t# ENVIRONMENTAL RESOURCE PERMIT APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT D1STR/CT 2379 BROAD STREET • BROOKSVILLE, FL 34609-6899 (904) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 T ''- FCR'AG7=t~)CY USE'ONLY , -- ALOE Application ~ -~EPlWMd {ppiica6c;n # SECTION A PART 1: Are any of the activities described in this application proposed to occur in, on, or over wetlands or other surface waters? ^ yes © no is this application being filed by or on behalf of an entity eligible for a fee reduction? ^ yes Ono PART 2: A. Type of Environmental Resource Permit Requested (check at least one} ^ Noticed General -include information requested in Section B. ^ Standard General (single family dwelling}-include information requested in Sections C and D. ^ Standard General (all other projects) -include information requested in Sections C and E. O Standard General {minor systems) -include information requested in Sections C and Fi. ^ Standard General (borrow pits) -include information requested in Sections C and I. ^ IndividuaE (single family dwelling) -include information requested in Sections C and D. ^ Individual (all other projects) -include information requested in Sections C and E. ^ Individual (borrow pits) -include information requested in Sections C and I. ^ Conceptual -include information requested in Sections C and E. ^ Mitigation Bank (construction} -include information requested in Section C and F. (If the proposed mitigation bank involves the construction of a surface water management system requiring another permit listed above, check the appropriate box and submit the information requested by the applicable section.) ^ Mitigation Bank (conceptual) -include information requested in Section C and F. B. Type of activity for which you are applying icheck at least one) O Construction or operation of a new system, including dredging or filling in, on or over wetlands and other surface waters. (If reapplying for an expired, denied or withdrawn permit/ application, please provide previous permit # .) ^ Alteration or operation of an existing system which was not previously permitted by SWFWMD or DEPT- ^ Modification of a system previously permitted by SWFWMD or DEP. Provide previous permit (~ ~ 11= ~ Q # and check applicable modification type. U LLL~~~ IIIJJJ ^ Alteration of a system ^ Extension of permit duration ^ Abandonment of a system ^ Construction of additional phases of a system ^ Removal of a system ~ nTr~ ~ ~ ~p C. Are you requesting authorization to use State Owned Submerged Lands. ^ yes !] no ' If yes, include the information requested in Section G. ~ P~N~~ ~E~/~(r~P~E~.Y.SVC D. For activities in, on or over wetlands or other surface waters, check type of federal dredge and fill permit requested'. Ir~~F~~~ ""' ^ Individual ^ Programmatic General ^ General ^ Nationwide ~ Not Applicable E. Are you claiming to qualify for an exemption? ^yes Ono If yes, provide rule number if known FORM 547.27/ERP(8-94)A Page 1 of 5 • • s~~~~~~~ PART 5: PROJECT LOCATION (use additional sheets, if needed) County(ies) Pinellas Section(s) 18 Township 29S Range 16E Section(s) Township Range Land Grant name, if applicable: Tax Parcel Identification Number: 18/29/16/00000/430/0100 and 18/29/16/00000/430/0200 Street address, road, or other location: 2485 Druid Road City, Zip Code, if applicable Clearwater. Florida 33764 - 6003 PART 6: DESCRIBE IN GENERAL TERMS THE PROPOSED PROJECT, SYSTEM, OR ACTIVITY. Proposed 2.60 acre, 7 townhome buildings consisting of 39 units within Pinellas County located approximately'/< mile west of US 19 on Druid Road. PLANNING & DEVELOPMENT SVGS FORM 547.27/ERP(8-94)A Page 3 of 5 • oR~~iN,a~ proposed project, with regulatory staff and project representatives. a. riease iuenary oy numuer any wi~wvivvr~roi tureage ~ nu~rERP/ACOE permits or applications pending, issued or denied and any related enforcement actions at the proposed project site. N/A Agency Date Number/ Type Action Taken C. Note:The following information is required for projects proposed to occur in, on or over wetlands that need a federal dredge and fill permit and/or authorization to use state owned submerged lands_ Please provide the names, addresses and zip codes of property owners whose property directly adjoins the project (excluding applicant) and/or is located within a 500 foot radius of the project boundary (for proprietary authorizations, if any). Please provide a drawing identifying each owner and adjoining properly lines. (Use additional sheets, if needed). 1. 2. 3. 4. ~~ 7 ~~A !~/ PLANNING & DE4'r=i0i'~;~NT SVCSI 5. 6. ~ ~tTX CAE C~,,;= ~'~'~~'~r~ o FORM 547.27/ERP(8-94)A Page 4 of 5 PART 8: A. By signing this application form, I am applying, or I am applying on behalf of the owner or applicant, for the permit andlor proprietary authorizations identified above, according to the supporting data-and other incidental information filed with this application. I am familiar with the information contained in this application, and represent that such information is true complete and accurate. I understand that knowingly making any false statement or representation in the application is a violation of Section 373.430, F.S. and 18 U.S.C. Section 1001_ I understand this is an application and not a permit and work prior to approval is a violation. I understand that this application and any permit or proprietary authorization issued pursuant thereto, does not relieve me of any obligation for obtaining any other required federal, state, water management district or local permit prior to commencement of construction. I agree, or I agree on behalf of the owner or applicant, to operate and maintain the permitted system unless the permitting agency authoriz nsf of the permit to a responsible operation entity. Sean P. Cashen Authori d A ent Typed/Print am Own nt gent orate Title, if a ianat of . Aoo' t or Aa Date B. AN AGENT MAY SIGN ABOVE ONLY IF THE FOLLOWING IS COMPLETED: I hereby designate and authorize the agent listed above to act on my behalf, or on behalf of my corporation, as the agent in the processing of this application for the permit and/or proprietary authorization indicated above; and to furnish, on request, supplemental information in support of the application. In addition, I authorize the above-listed agent to bind me, or my corporation, to perform any requirement which may be necessary to procure the permit or authorization indicated above. Peter Bennett President, Samter Homes Typed/Printed ^ame o Own for Applicant Corporate Title, if applicable y ~~- Signa r o Own o Applicant Date C. ~ PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING: I either own the property described in this application or I have legal authority to allow access to the property, and I consent, after receiving prior notification, to any site visit on the property by agents or personnel from the Department of Environmental Protection, the Southwest Florida Water Management District and the U.S. Army Corps of Engineers necessary for the review and inspection of the proposed project specified in this application. I authorize these agents or personnel to enter the property as many times as may be necessary to make such review and inspection. Further, I agree to provide entry to the project ite c such agents or personnel to monitor author work if a permit is granted. ~# ~ +~r Typed/Printedv e Corporate Title, if applicable j j ~+~`~s~ 2 ~ Z0~ ~ ING & OEVELOPME Sign a Date _._.._ _~ ~N QF ~;~,~;~~ D. I certify that the engineering features of this surface water management system have been de ~ ed P der my responsible charge and in my professional opinion conform with sound engineerin. nc" a ~ licabie 9 les and specifications. I further agree that I or Py engineering firm will fumistt can set of uidelines and schedules for maintenance and o eration of the surface wa e n r71 Sean P. Cashen, P.E. 42505 Name (please type) FL P.E. No. Gulf Coast Consulting, Inc. Company Name 13825 ICOT Boulevard, Suite 605 Company Address Clearwater. Florida 33760 of •AFF S AL•. Date: Phone: (727) 524-1818 City, State, Zip FORM 547.27/ERP(8-94)A Page 5 of 5 ~ pRiGIN,4L ENVIRONMENTAL RESOURCE ~ -- PERMIT APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET • BROOKSVLLE, FL 34609-6899 (904) 796-7211 OR FLORIDA WATS 1 (800) 4231476 SECTION C ENVIRONMENTAL RESOURCE PERMIT NOTICE OF RECEIPT OF APPLICATION This information is required in addition to that required in other sections of the application. Please submit five copies of this notice of receipt of application and all attachments. PLEASE SUBMITALL INFORMATIONONS 1/2^ BY 11" PAPER. Project Name: Treetops II at Druid Road Townhomes County: Pinellas Owner: William J. Jacobsen Applicant: Samter Homes Applicant Address: 580 Trinity Lane North, St. Petersburg, FL 33716 1. Indicate the project boundaries on a USGS quadrangle map, reduced or enlarged as necessary to legibly show the entire project. If not shown on the quadrangle map, provide a location map, that shows a north arrow, a graphic scale, Section(s), Township(s), and Range(s), and detail sufficient to allow a person unfamiliar with the site to find it. Included in the attached Master Drainage Report. 2. Provide the names of ail wetland or other surface waters that would be dredged, filled, impounded, diverted, drained or would receive discharge (either directly or indirectly), or would otherwise be impacted by the proposed activity, and specify if they are in an Outstanding Florida Water or Aquatic Preserve: N/A 3. Attach a depiction (plan and section views), which clearly shows the works or otherfacilitiesproposed to be constructed. The depiction must use a scale sufficient to show the location and type of works. See Attached 4. Briefly describe the proposed project (such as "construct a deck with boatshelter", "replace two existing culverts", "construct surface water management system to serve 150 acre residential development"): Proposed 7 townhome buildings consisting of 39 units. 5. Specify the acreage of wetlands or other surface waters, if any, that are proposed to be disturbed, filled, excavated, or otherwise impacted by the proposed activity: N/A NOTE TO NOTICE RECIPIENT: The information in this notice has been submitted by the ap~fi~f'a~`i1~ Southwest Florida Water Management District. It may be subject to change prioto final agency action. FORM 547.27/ERP(8-94)C Page ~ of ~ L~ ENVIRONMENTAL RESOURCE PERMfr APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET ~ $ROOKSYILLE, FL 34604-6899 (352) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 SECTION H ~ o~ici;vnt INFORMATION FOR GENERAL ENVIRONMENTAL RESOURCE PERMITS FOR MINOR SURFACE WATER SYSTEMS To obtain a General Permit for a Minor Surface Water Management System, the project must meet alt of the requirements of Section A, Part 1 OR one of the requirements of Section A, Part 2 and both of the requirements of Section A, Part 3. Indicate which thresholds apply to your project and submit the information requested in Section B. A. Project Thresholds Part 1. ~ The total land area does not equal or exceed 10 acres; / The area of impervious surface wilt not equal or exceed two acres; Any activities to be conducted in, on or over wetlands or other surface waters wil! consist of less than 100 square feet of dredging or filling; / The activities will not utilize pumps for stormwater management; ~ The activities wilt not utilize storm drainage facilities larger than one 24 inch diameter pipe or its hydraulic equivalent; / Discharges from the site will meet State water quality standards, and the surface water management system will meet the applicable technical criteria for stormwater management in the Basis of Review; / The proposed building floors wilt be above the 100-year flood elevations; / The surface water management system can be effectively operated and maintained, and; / The proposed activities will not cause significant adverse impacts to occur individually or cumulatively. Part 2. 40D-4.051(3) -NORMAL AND NECESSARY FARMING AND FORESTRY Part 3. / Discharges from the site will meet State water quality standards, and the surface water management system will meet the applicable technical criteria for stormwater management in the Basis of Review described in Ruie 40D-4.091(1), and / The Surface Water Management System can be effectively operated and maintained. F FORM 547.27/ERP(02/03)H Page 1 of 2 D ~ ~+ ~ a c~~ ~ ~ ZaD~ , C-39 PLANNING & DEVELOPir~clVT SVC; 0 B. Technical and Legal Information 1. Provide a copy of the boundary survey and/or a legal description and acreage of the total land area of contiguous property owned or controlled by the applicant, including the project site. Please see attached. 2. Provide recent aerials, legible for photo interpretation with a scale of 1" = 400' or more detailed, with total land, project area and any on-site wetlands delineated. Included in the attached "Master Drainage Report" 3. Provide a detailed topographic map (with contours) of the site and adjacent hydrologically related area. The location and description of bench marks (minimum of one per major water control structure) should be included. Please see attached SWFWMD aerial showing project location. 4. Describe the location, size (in acres) and type of any on-site wetlands or other surface waters. N/A 5. Provide the project site development plan and acreage of the total area of impervious surface. Please see "Site Data Table" on Site Plan cover sheet. 6. Provide the Surface Water Management System design plans, calculations and reports signed and sealed by a Florida Registered Professional Engineer, as required by law. Please see attached. 7. Provide construction drawings signed and sealed by the design engineer showing the location and details of the Surface Water Management System including but not limited to any preserved wetlands, lakes, culverts, pipes, under drains, exfiltration trenches, discharge structures, pumps and related facilities such as paving, grading and erosion or sediment control measures to be employed. Please see attached. 8. Indicate type of water quality treatment system used: _ Wet detention _ Off-line retention On-line retention _ Off-line exfiltration / On-line detention w/ effluent filtration _ Other {explain) 9. If a Water Use Permit has been issued for the project, state the permit number. N/A 10. Indicate how any existing welts located within the project site will be utilized or abandoned. N/A 11. Provide a letter or other current evidence of potential acceptance by the operation and maintenance entity, if the entity is to be a public body such as a city or drainage district. If the entity is a homeowners or other association, final draft documents verifying either the present or imminent existence of such an organization and its ability to accept operation and maintenance responsibility are required. Please see attached "Declaration of Covenants, Conditions, and Restrictions" ~~~ . _...1 FORM 547.27/ERPt02/03)H Page 2 of 2 ~ PlANNIPdG ~ UIr ~~ t_~Ur~;.;,l77 ........._. CITY Qf' G.l.::`»f',r"r'~i'.;..9 C-40 ~1 n 7t~~} q ~~~ ;.~ ' ~- - . ~~ a ' v~ j ~ ° c~ ~ w ~R o z~ z o SIGN FAGS TRAVERTINE FINISH WITH ALUMINUM 1.ETTERIN6 PINNED TO WALL 3' HT. GMU WALL, COQUINA KEY FINISFI ~ ~ PRECAST CONCRETE THE OP ~~ GAP 0 0 ~ C ~ VILLAS II ® - SGULPSTONE MEDALLION BY PINEAPPLE GROVE DESIGNS a°x 8" G ~ , ~ rn _ ~ i 2485 DRUtD ROAD ~ SQ. MODEL ~ COLOR TO BE DETERMINED BY ARCHITECT. `~ ~ /-_._- - - -_ _._.._._ ~ 26" X 26° GMU GOLUNiN, COQUINA , ~ KEY FINISH, GOLOR~TO BE DETERMINED BY ARCHITECT. ~4" II' - O" 15'-O" • TWO SINGLE-FACED SIGNS IN SYMMETRICAL MANNER ENTRY SIGN ELEVATION - ~ ~ ,,, . i. I N H DRUID ROAD',::.' OR ..::. .. -..~ ~I _ --------------- f ----- - - - - -- --- T - -------v --- ------------ 1• - __- _ _ y •- ., ~,~ __ - - Y -- w ; '_ I,: ,. s " 0 _ _-..:.:>°--,~s.. ,.p OHL 6 ... _ " 1 ONL - ~- ~~: ~ ® ...-. [BJ lil% i j POND -~~.. _._... ~ _ ~ ~' •i~~, - .f ~. ` ,~ ~ i~ ~ - L1. ~ ~ ~ • LL " 1 7 i ~, .. e - :. ~~'r •.. i,. '. _~ i ~~ 0 m ~ I. ~ ~ ~-i W O ~:I I 7" ~, "--° w -- ~ ~ -- -- a - .. L-.. . .j ...-._.,..... .'T-~ - '. ~ i..~ ,.'I ~; ~.•~ H ~ ~ POOL w ~ OA o ~ o --~ :_j o ; s`'• _ p E i CV - ~ j ~ . ~ j I Z ~ ~ w f I - ~ ,R I ~ - Z _ L,~ _ ~~ ~~; r:- i!I1N; _.... -- ,_~ ~ - - --- - A - t!. _ _ - r -- ----.~ _ _ ~~ i- - ~ < - - _ _ ! '"' '• _. r) 1 w, r ~r ~ svn' ~ y ~ ,x cn ! ; r 5 UNIT OWNH ME `' ~ B'OA . ~ . ~ g NIT , OWNH ME " E ~ - ~' 6 U T - TO NHOM P il.l . , .. . '. , ..•. ,• .• . :., ,.. . . i _"_ .~ '-- --- ~ ___. '~ _.._-- ` r. _ -. "` POND - _ _ ._. , 1 ..._. __. _ _--------'- --_._ a -~'-- -. ' '4 1~! 6 A ,. , I ~ - _ . ti~'vCl~.. I 8. r~ L .;r __ • ORIGINAL. 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 September 28, 2005 Mr. Neil Thompson, Development Review Manager City of Clearwater Planning Department 100 S. Myrtle Avenue, 2"d Floor Clearwater, FI 33756 Re: Treetops II at Druid Road Townhomes Parcel ID Nos.18/29/16/00000/430/0100 and 18/29116/000001430/0200 Dear Mr. Thompson: Enclosed are the items necessary to process the above referenced Flexible Standard Development Application (Residential Infill) per Section 2-103 of the Clearwater Community Development Code. This is a Level One approval process requiring DRC approval. Enclosed please find: 1. Flexible Standard Development Application (14 copies). 2. Warranty Deed (14 copies). 3. Legal Description (14 copies). 4. Purchase and Sales Agreement (14 copies). 5. Affidavit to Authorize Agent Forms (14 copies). 6. Preliminary Site Plan (14 copies and one 8'/2 inch by 11 inch reduction). 7. Landscape Plan (14 copies and one 8'/z inch by 11 inch reduction). 8. Color Landscape Rendering (14 copies) 9. Signage Exhibit (14 copies). 10. Tree Inventory Report (14 copies). 11. Boundary Survey (14 copies). 12. Building Elevations (14 copies and one 8'/z inch by 11 inch reduction). 13. Color Rendering (14 copies). 14. Review Fee check for $100.00. 15. Master Drainage Design Report (3 copies) 16. Copy of the SWFWMD Environmental Resource Permit Application (3 copies) The applicant, Samter Homes, is seeking to develop 7 townhomes buildings consisting of 32 units on this 2.6 acre property. As you know, this property was rezoned from RIO/G to MDR under Ordinance. No. 7426-05. We look forward to the upcoming DRC meeting on November 3, 2005. Please contact me if you have any questions. Sincerely, ~. /U Tim Neisinger Project Engineer cc: Peter Bennett, Samter Homes File 04-087 =-~ .a V SFP29 !11 .. ,~ ~rSVOc ORIGINt'~,L DR ~ ,__, ~ + I ~~ ~ 18 a~ + rt c - '• 19 ~ + 20 ~ ~ Oi ~ C C o '' _ 21 ~ O ri N N ~ + i '. 22 I Y I~ + _ _ L 13 ~~ t LP g Q) ~$ = t. y ..f ~ ~ t f.• .rot $ O P °' ° ~_ + 23 24 + ~( _•-- MFR ~ ~ ~~ A 7"1 }{,p' µgpE ASPHALT L"1L PAVEMENT 100' R/W (D) 12 `J ; + + I `" 7 13~~ ~ ~I~ + =n 8 . ~ ~ I° ~ g ~ 9 j~S'i •; • 6p p 4 w .tw. c IS `,. .lF3ml;8s.! PDOL Y~'~r:!t.. ~ 10 1 .+ 7, © ANDERSON LESNIAIC L.9ill1ED• INC. u%DSCVC tmmcc 6 • uw rwt~B • uzDw oola+ +az i s. wmrenoa eoulrvrAD, radrA wow BBGi i team nsi.eses rx mi.6+es •~~.~•..+6•«~.,•e ~.e ~~: aBZ~I 29 RORIOA "~~ POKER L ~ CORPORATION r1y ORB 7462, PC 280 m: BANTER HOMES 580 Trinity Lmle N SL Pelersbrug, Florida 33716-1200 Phone: (727) 573-1338 34 •---- --------------- NDRTN ~~+G=GRr----- ~g i ce,T_3.e~ PERIM'fER ABUfnHB POW /'~ ~m~. 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KIDTBNOR[SOUINARD, iNIIrA PIOftIW 0.561 ~ SL PeteTSb Florida 337161200 LANDSCAPE SPECIFICATIONS & (DI O) q91 A585 PA( Q! 1-5b5 eMaem.lmnA®veam..G t'om' DETAILS PLAN Py«: n.ne: oszu - _ - Phone: (727) 573-1338 m .~ _ ° -- -