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FLS2004-04020 .; Sb21 Marlm Luther Kmg Boulevdrd lcasl Tampa, Florida 1%10 (813) 223 1747 ~AX (81 J) 229-0657 1f .~~~e~~!~ung, Inc. ARCHITECTURE. lcNGINCERING . ENVIHONMi'.NTAL . LANDSCAPE ARClllTECTURF . PLANNING. SURVEYING. UTIllTIlcS r 5",," 1~19] -' , \ ~~~E~W~ Apn127,2004 ~~AY 0 6 ZO~~ f3~ Mr John Schodtler Development Revlew SpecialIst Cuy of Clearwater Plannmg Department 100 S Myrtle Ave Clearwater FL 33756 Dear Mr Schodtler fILE Re Apphcatlon No rL:SLVV4-U4020 Madison Glen 701 ~ MadIson Ave With regards to your letter of Apnl 19, 2004, we are pleased to submIt the followmg mformatIOn -1 Provrde an estlmated Job value for the redevelopment Based on mfonnatlOn provIded by Mr Kevm Bessolo, of Bessolo Design Group, the project architect, we estlmate the total Job value assocIated WIth thIS redevelopment to be a total project value of $1 ,750,000 to $1,950,000 2 Provlde an e-mail address (if avallable) The emarl address of the applIcant/owner, Mr Damel Kern ]S damel@2kern com My emall address IS mrothenbur!!@georgefyoung com Should you reqUire addItIOnal InfOrmatIOn please do not heSitate to contact Mr Kern or myself We look forward to workIng WIth the CIty's staff In obtammg approvals necessary for thIS project BRADI<.NTON . CAINE WILLE. NORTH P4LM BEACH. '3T PETERSBURG . SARASOTA. TAMPA ,,~ CASE # r=:- ~ DATE RECEIVED RECEIVED BY (staff InitIals) ATLAS PAGE # ZONING DISTRICT LAND USE CLASSIFICATION SURROUNDING USES OF ADJACENT PROPERTIES NORTH SOUTH WEST I ~ Cl t' Planning Department I 100 South Myrtle Avenue :: earwa ,er Clearwater, Florida 33756 j~ Telephone 727-562-4567 ~ Fax 727-562-4865 o SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION o SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION Indudlng 1) collated, 2) stapled and 3) folded sets of sIte plans o SUBMIT APPLICATION FEE .i * NOTE 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PlAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (ReVIsed 11118/03) ~ ~ A APPLICANT, PROPERTY OWNER AND AGENT INFORMATION (Code Section 4-202 A) - PLEASE TYPE OR PRINT- APPLICANT NAME ~~on Glen Investments, LLC MAILING ADDRESS 2050 Coral Way, SUlte 501. Mlaml, FL 33145 PHONE NUMBER 305-285-8979 FAX NUMBER 10 S - 1 Ii l:j - 0 Ii 1 1 PROPERTY OWNER(S) Madlson Glen Investments, LLC (Must Include ALL owners as lIsted On the deed - proVide onglnal slgnature(s) on page 6) AGENT NAME Oanlel Kern, 01 rp-ctor MAILING ADDRESS Same as ahovp- PHONE NUMBER 305-285-8979 FAX NUMBER 101)-165-0611 CELL NUMBER E-MAIL ADDRESS B PROPOSED DEVELOPMENT INFORMATION (Code SectIon 4-202 A) [E [[?J\-1 \ \v] ~ STREET ADDRESS of subject site APR 1 6 2004 II 'I LEGAL DESCRIPTION See (.1 nolllsled here please note the locallOn of thiS document In the submIttal) FLAtIJNING& DEvElOPlVl:Nl S,/Q, . PARCEL NUMBER PARCEL SIZE 5 03 Acres (acres, square feet) PROFOSED USE(S) AND SIZE(S) To convert an eXlstlng aband~ned ALF _ to (number of dwelling units, hotel rooms or square foolage of nonresidential use) multlfamllv c~dom~Q1um hOUS1~~(klease see attach~d) DESCRIPTION OF REQUEST(S) Page 1 of 6 - FleXible Standard Development AppllcatlOn- City of Clearwater Attach sheets and be specIFIc when Identlfymg the request (Include all requested code deviations, e 9 leduchon In required number of parking spaces specIFIc use, etc ) please S80 attachment DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TOR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO ~ (If yes, attach a copy of the applicable documents) C PROOF OF OWNERSHIP (Code Section 4-202 A 5) q, SUBMIT A COPY OF THE TInE INSURANCE POLICY DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see pftQe 6) D WRITTEN SUBMITTAL REQUIREMENTS (Code Section 3-913 A) ex ProvIde complete responses to the SIX (6) GENERAL APPLICABILITY CRITERIA- Explain how each cntena IS achteved, In detatl The proposed development 01 the land Will be In harmony with the scale, bulk, coverage denSIty and character of adjacent properties In which It IS located Please see attachmp.nt 2 The proposed development WIll not hinder or discourage the appropnate development and use of adjacent land and bUildings or slgntficantly tmpalr the value thereof plp.~~p ~pp ~rr~rhment 3 The proposed development Will not adversely affect the health or safety or persons residing or working tn the neighborhood of the proposed use plp~~p ~pp ~rr~rhmpnt 4 The proposed development IS deSIgned to minimIZe traffic congestion Please see attachment 5 The proposed development IS consIstent With the communtty character of the Immediate vIcinity of the parcel proposed for development please see attachment 6 The deSign of the proposed development mlntmlZes adverse effects, Including visual, acousttC and olfactory and hours of operation tmpacts, on adjacent properties Please see attachment Page 2 of 6 - Flexible Standard Development Appltcatlon- City of Clearwater Q Provide complete responses to the applicable fleXibility cnterla for the specIfic land use as listed In each ZOning Dlstnct to which the waiver IS requested (use separate sheets as necessary) - Explain how each crltena IS achieved, In detail Plp~~~ 5ee attachment I I I I I I I I I I I , I I I E STORMWATER PLAN SUBMITTAL REQUIREMENTS (City of Clearwater Design Criteria Manual and 4-202 A 21) DO STORMWATER PLAN including the following requirements 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, Stormwater calculations for attenuation and water quality, SIgnature of FlOrida registered Professional Engineer on all plans and calculations o COPY OF PERMIT INQUIRY LETIER OR SOlJTHWEST FLORJDA WATER MANAGEMENT DISTRICT (SWPNMD) PERMIT SUBMITTAL (SWFWMD approval IS reqUired pnor to Issuance of CIty BUIldIng PermIt), If applIcable F SUPPLEMENTAL SUBMITTAL REQUIREMENTS (Code SectIOn 4-202 A) please see constructlon plans SIGNED AND SEAlED SURVEY (mcludmg legal description of property) - One orlQll1al and 14 copies, XI Xl TREE SURVEY (mcludlng eXlstmg trees on sIte and WIthin 25' of the adjacent Site, by speCIes, size (DBH 4" or greater) and location, including dnp lines and indicating trees to be removed) - please design around the eXlstmg trees, ox LOCATION MAP OF THE PROPERTY, o PARKING DEMAND STUDY m conjunctIon WIth a request to make deviations to the parking standards (Ie Reduce number of spaces) Pilar 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 sta ndards are approved ox GRADING PLAN, as applicable, o PRELIMINARY PLAT, as reqUired (Note BUilding permits Will not be Issued until eVIdence of recording a final plat IS proVided), o COPY OF RECORDED PLAT, as applIcable, G SITE PLAN SUBMITTAL REQUIREMENTS (SectIon 4-202 A) K' SITE PLAN With the follOWing information (not to exceed 24' X 36") All dimenSIons, North arrow, Engineering bar scale (minimum scale one mch equals 50 feet), and date prepared, Location map Index sheet referencmg IndiVIdual sheets Included m package, Footpnnt and size of all EXISTING bUlldmgs and structures, Footprnt and size of all PROPOSED bUildings and structures Page 3 of 6 - FleXible Standard Development Appltcatlon- City of Clearwater All required setbacks, All eXisting and proposed pOints of access, All required slghttnangles, Identification of envIronmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees including descnptlon and locatIon of understory, ground cover vegetation and wildlife habitats, etc, location of all public and prrvate easements, location of all street nghts-of-way WIthin and adjacent to the site, location 01 eXisting public and private utilIties, Including fire hydrants, storm and sanitary sewer lines, manholes and 11ft statIons, gas and water lines, All parking spaces, driveways, loading areas and vehicular use areas, Depiction by shading or crosshatching of all requIred parking lot Intenor landscaped areas, LocatIOn of all solid waste contamers, recycling or trash handling areas and outSIde mechanical equIpment and all reqUIred screenmg {per SectIon 3-201 (0)(1) and Index #701 j, Loca\lon of all landscape matenal, Location of all onslte and off site storrn.water management faCIlities, LocatIon of all outdoor lighting fixtures, and Location of all eXlstmg and proposed Sidewalks JQ SITE DATA TABLE for eXisting, reqUired, and proposed development, In wnUen/tabular form Land area m square feet and acres, Number of EXISTING dwellIng umts, Number of PROPOSED dwellmg uMs Gross floor area devoted to each use, .'L .. -jJ Total paved area, Including all paved parkmg spaces and dnveways, expressed m square feet and percentage of the paved vehicular area, Size and specIes of all landscape matenal, OffiCial records book and page numbers of all eXisting utIlIty easement, BUlldmg and structure heights, Impermeable surface ratIo (I S R ), and Floor area ratio (F A R ) for all nonresidential uses I I I I I I I I , I I I I Ck REDUCED SITE PLAN to scale (8 Y, X 11) and color rendenng If pOSSible, ~ FOR DEVELOPMENTS OVe;: ONE ACRE, provide the followmg additional mformatlon on site plan One-foot contours or spot elevalions on Site, Off site elevations If reqUired to evaluate the proposed stormwater management for the parca, All open space areas, LocatIon of all earth or water retammg walls and earth berms, Lot lines and bUilding lines (dImensioned), C'm.,'~ ~n'" "'nun~ BUilding and structural setbacks (dimensioned), Structural overhangs, Tree Inventory, prepared by a "certified arbonst" of all trees 8" DBH or greater, reflecting size canopy (dnp lines) and condItion of such trees H LANDSCAPING PLAN SUBMITTAL REQUIREMENTS (SectIon 4-1102 A) o LANDSCAPE PLAN All eXIstmg and proposed structures, Names of abuttmg streets, Drainage and retentIOn areas mcludmg swales, Side slopes and bottom elevatIons, Delineation and dimenSIons of all reqUIred perimeter landscape buffers, SIght vIsibility triangles, Delmeatlon and dimenSions of all parking areas Including landscapmg Islands and curbIng, Proposed and reqUired parking spaces, EXlsllng trees on-sIte and Immediately adjacent to the Site, by speCieS, size and locations, Including dnplme (as mdlcated on requ Ired tree survey) Plant schedule With a key (symbol or label) mdlcatlng the Size, descnptlon, speCIfications and quantities of all eXisting and proposed landscape matenals, including botanical and common names, LocatIon, Size, and quantItIes of all eXisting and proposed landscape matenals, mdlcated by a key relatmg to the plant schedule, Typical plantmg detaIls for trees, palms, shrubs and ground cover plants Including Instrucltons, SOil mIxes, backfilling, mulching and protectIve measures, Interior landscapmg areas hatched and/or shaded and labeled and Intenor landscape coverage, expressing m both square feet and percentage covered, Page 4 of 6 - FleXible Standard Development Appllcatlon- City of Clearwater Conditions of a prevIous development approval (e g condItions Imposed by the Community Development Board), Imgatlon notes (J IRRIGATION PLAN (required for level two and three approval) (J REDUCED LANDSCAPE PLAN to scale (8 II, X 11) (color rendenng If possible), o COMPREHENSIVE LANDSCAPE PROGRAM aw!lcatJon, as applCable 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 Tounst and Downtown Dlstncts) or as part of a ComprehenSIVe Infill Redevelopment ProjeCt or a ReSldentJaJ Infill Project (J BUILDING ELEVATION DRAWINGS - all Sides of all buildings including heIght dImenSIOns, colors and matenals. o REDUCED BUILDING ELEVATIONS-four Sides of bUIlding With colors and matenals to scale (8 II, X 11) (black and whIte and color rendenng, If J SIGNAGE (DIVIsion 19 SIGNS I Section 3-1806) (J All EXISTING freestanding and attached slQns, PrOVide photographs and dimenSIOns (area, height, etc ), Indicate whether they will be removed or to remain (J All PROPOSED freestanding and attached Signs, ProVide detaIls Includrng location, Size, height colors, matenals and draWing, freestanding SIgns shall Include the street address (numerals) - n ^ " \'^"U", (J ComprehenSive SlQn Program appllcatJon, as applICable (separate application and fee reqUIred) -'" .". K TRAFFIC IMPACT STUDY (Section 4-202 A 13 and 4-801 C) (J Include as required If proposed development will degrade the acceptable level of seMce for any roadway as adopted In the ComprehenSIVe Plan Tnp generation shall be based on the most recent edition of the Institute of Transportabon Engineer's Tnp General Manual Refer to SectIOn 4-801 C of the Commmrty Development Code for exceptions to this requIrement L SIGNATURE STATE OF FLORIDA, COUNTY OFJ>JP~B- ~ Sworn to and subscnbed before fOe thIS ~ day of J\I\-f\ ("(,h A D 20~ to me and/or by Dal11 ~ l \.(e r '1-.. ,who IS personalty known has produced \)fl 1)..'- r rL..lL.-en ~~ as J~ mr ~ Notary public, My commISSion expIres 'Jt) n e HI 200<e ,;::;'~I~ .~:!~. f* *} ~ J: ....~p.r.,f;1 ' FRANCES M BEER MY COMMISSION # DD 124747 EXPIRES June 11 2006 Booded nw NOlaJy ~ Underwrilenl Page 5 of 6 - FleXible Standard Development Appllcatlon- City of Clearwater I I I I I I I I I I I I I I I I AFFIDAVIT TO AUTHORIZE AGENT ___MadlS9!L.-G)_~n .JJlyestments, LLr. (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 descnbed property (address or general location) 701 MadIson Avenue S.. Clearwater Florida 2 That thiS property constItutes the property for whIch a request for a (descnbe request) Varlance to heIght standards. - (Please see attachment for de~alls) 3 That the underSigned (has/have) appointed and (does/do) appoint DanIel Kern as (his/theIr) agent(s) to execute any petItions or other documents necessary to affect such petItion, 4 That thiS affidaVit has been executed to Ind uce the City of Clearwater, FlOrida to conSIder and act on the above descnbed property, Page 6 of 6 - FleXible Slandard Development Apphcatlon- CIty of Clearwater I I I \ I I I I I I I I I I I I I 5 That site VlSrts to the property are necessary by City representatIVes In order to process this apphcatlon and the owner authonzes CIty representahves to vlSrt and photograph the property descnbed In this appllcalJon 6 That (1/we), the undersigned authonty, hereby certify thatlhe foregoll1g IS true and correct Property Owner Property 0 Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS J 7 '-/111 Before me the undersIgned, an officer duly commISSioned by the laws of the Slate of Flonda on this (\'\dr(... ~ 1- 0 ol--{ personally appeared Df} tJ I 6 L U \C. tv who haVing been first duly sworn Deposes and says that he/she fully understands the contents of the affidaVIt that he/she slgn~ J fill. /Ixvc Notary PublIC day of My CommiSSIon Expires :r () (l e t II LOOI.& "i''''''fi.::..... r:c..", .o<!l .'>;6'~ ' ,"".....ES M BEER ~ :l MY COMMISSION 11 DO 124747 ",..) <1;{'/ EXPIRES June 11 2006 'P.r.,IlI'" ~Th,"NOla/)'PtmlJCU~ >lI.I'lI!rwrrters S !P/an","'1 DcpRrtmentlAppl1catlOl! Formsldevelapmenr ffiVlewlflexrbJe stsndard development applJcatJon 2003 d= Page 7 of 6 - FlexIble Standard Development Application- City of Clearwater .. 03/17/2004 16 28 FAX 581 658 73P~ , @ 0 0 2 , 0 ~I " I I I I I I I I I I I I I I I I I I I CARLTON FIELDS WPB This Document Prepared by. And, After Recording, Return to. Foster Pepper & ShefeIman PLLC 1111 Tlurd Avenue, Swte 3400 Seattle, WA 98101 Attention: Laura McClellan Property Control No 15-29-15-5564-002-0010 SPECIAL WARRANTY DEED 701 South Madison Avenue, Clearwater, Florida THIS SPECIAL WARRANTY DEED is made and executed this -12... !1ctay of Maret 2004, by and between At INVESTORS CLEARWATER LLC, a Washington lrmited liabiIit company. whose address is c/o Holiday Retirement COIporation, 2250 MeGdebrist Street S,E Suite 200. Salem, Oregon 97032. ("Grantor"), and MADISON GLEN INVESTMENTS. LLC, Florida limited liability company, whose address 18 1401 Brickell Avenue, Suite 530, Miami Flonda 33131 ("Grantee") - WITNESSETH: That Grantor, for and in consideration of the sum ofTen and Noll 00 Dollars ($10.00) and other good and valuable consideration to it in hand paid by Grantee, the receipt whereof are hereby acknowledged, has granted, bargamed and sold to the Grantee, the Grantee's successor: and asSIgns forever, that property :ntuate, lyrng and being in Pinella.s County, Florida, and mort' particularly described in ExhIbit A attached hereto and by this reference made a part hereof (the "Property"). SUBJECT TO: The matters listed on Exhibit B attached hereto and by this reference made a part hereof (the "PermItted Exceptions''). TOGETHER with all the tenements, easements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever AND, the Grantor hereby covenants with the Grantee that the Grantor is lawfully seized of the Property in fee simple; that the Grantor has good right and lawful authority to sell and convey the Property; that the Property 18 herE::by conveyed to the Grantee subject only to the Permitted Exceptions; that the Grantor hereby warrants the htle to the Property, and will defend the same against the lawful claims of all persons Claiming by, through or under the Grantor, but not otherwise. SOlS &lll OJ - 1 - 03/17/2004 16 28 FA~ 561 858 73~~ l CARLTON FIELDS WPB iii 00:. 'Ou IN WITNESS WHEREOF, Grantor has caused Its hand and seal to be affixed hereto t le day and year first above written GRANTOR: AL INVESTORS CLEARWATER LLC, a WashIngton hooded liability company By' AL INVESTORS LLC, a Delaware lknitea hability company, its sole meD:lber By: :7J -b~ Norman L. Brenden, Manager ( e _ "'AeN~ (prmted Name) I I I I I I I I I I I I I ExhIbit Exhdnt A: ExhibIt B' Legal Description Pennitted ExceptIons STATE OF OREGON ss, COUNTY OF MARION I certify that I know or have satisfactory eVIdence that Norman L. Brenden is the pen;('n who appeared before me, and said person acknowledged that said person signed this instrumet 1. on oath stated that said person was authonzed to execute the instrument and acknowledged. It l..S the manager of AL Investors LLC, a Delaware limited liability company, the sole member of E L Investors Clearwater LLC, a Washington limited habihty company, to be its free and voluntary ;:;::t for the uses and purposes mentioned in the instrument. Dated this ;;,6 day of March, 2004 .1 (S,~~ ~ ~~ ----Rhh,'r. 6o~ (Legibly Pnnt or Stamp NlI1lle ofNa ) Notary public in and for the state of Oregon, residing at ~/em D(<!. My app01ntment expires ~1 13, ;rcoy, OFFICIAL SEAL _ROBIN R. BOYD NOTARY PUBUC..(]REGON COMMISSION NO. 358227 r& COMMISSION EXPIRES JULY 13, 2006 -2- 50186][ l 0) 03/1~/2004 16 28 FA~ 581 858 73P- CARLTON FIELDS WPB IiJ004'00" EXHIBIT A LEGAL DESCRIPTION Parcel I: The East 1/2 of MadIson Avenue, lying between the Northerly limits, as extended, of Lot 1, BloL ( 2, 1v1AR YLAND SUBDIVISION, accordmg to the plat thereof, ~ecorded In Plat Book 15, Page 2 Public Records ofPineUas COwlty, Florida, and the Southerly limits, as extended, ofLat 1, Bloc,.;. 6, MARYLAND SUBDIVISION, LESS the South 60 0 feet thel eof, more partIcularly described as follows From the Southwest comer of Lot 1, Block 6, Maryland SubdIvision, as a pomt of reference, fLj 1 North 0010' 9" East, along the' Westerly bOlmdary of said Lot 1, 60 0 feet for a Pomt of Begmnm;_, from said Pomt of Beglnrung thus established, contInue North 0010'9" East. along the Wester] i boundary of said Lot 1 and Its extenSIOn (being the Easterly nght-of-way of MadISon Avenu~) along the Westerly boundanes of Lot 20 and Lot I, Block 4, and Lot 1, Block 2, Marylar:j SubdivISion, 465.00 feet to the Northwest comer of Lot I, Block 2; thence North 89003 '08" We' t along the Westerly extensIOn of the Northerly boWldary of said Block 2, 30.0 feet; thence Sout 1. 0010'9" West along a line being the center line of right-of-way for MadIson Avenue, 465 00 feet J) a point being 60 feet North of a Westerly extension of the Southerly boundary of Block I , Maryland SubdIvisIOn; thence South 89003 '08" East, parallel to and 600 feet from said Souther} f bOWldary, 30,0 feet to the Pomt of Beginning Parcel II: Lots 1 to 7, lDclUSlve, Block B-2; Lots I to 6 inclusive, and Lots 15 to 20, inclusive, Block B-4, Lots 1 to 6, melusive, LESS AND EXCEPT the South 17.00 feet of Let 3 and the South 17 00 feet of the West 10,00 fer t of Let 4, TOGETHER \VIm the West 52 00 feet ofLat 7, Block B-6, Maryland SubdLVlSIOn. accordmg 1 J plat thereof, recorded ill Plat Book 15. Page 25, Public Records of Pm ell as County; Flonda, TOGETIIER WITH those porbons of vacated streets descnbed as that porhon of North Pme Stre,'t as shown on Plat of Maryland SubdIvISIon, lying East of the Easterly right-ot-way hne ofMadlsc 1 Avenue, and that portIOn of South Pme Street as shown on plat of Maryland SubdIviSIOn, Ipr:5 East of the Easterly right-ol-way Ime of MadIson Avenue, and all of MIchIgan Avenue lYlq: between and coIUlectmg North Pme Street, recorded in O.R Book 2794, Page 683, PublIc Recofcs of Pm ell as County, Flonda, aU streets bemg located Wlthin the confines of Maryland ExlubIt A Page 1 of 1 JG4= 01 03/17/2004 16 28 FA~ 581 859 73~~ , CARLTON FIELDS WPB ~ 0 0 5, I) (, - .. ~ . ~' EXHDlIT B Permitted Exceptions 1 The lien of the taxes for the year 2004 and all subsequent years~ whIch are not yet due and payable. 2, Subject to any and all matters as recited on the Plat of MARYLAND recorded In Plat Book 15, Pagc(s) 25, as affected by: RESOLUfION NO. 68.21 adopted February 19, 1968, recorded March 15, 1968 m Q,R Book 2794, Page 683, AND ORDINANCE NO 2843-82 recorded May 3 I, 1983 In 0 R. Book 5535, Page 1025, PINELLAS COWlty Records 3 Easement granted to the City of Clearwater, Florida, from Alan G Dee and Lawrence E Rote, a Florida general partnership, dated September 23. 1983. recorded October 28, 1983 in Q,R Book 5632, Page 488, PINELLAS County Records. (As to a portlon of Parcel II) 4, Easement granted to the City of Clearwater, Florida, from Alan G Dee and Lawrence E Rote, a Florida general partnership. dated September 23,1983, recorded October 28, 1983 in 0 R, Book 5632, Page 490. PlNELLAS County Records. (As to a portion of Parcel II) 5. Easement gtanted to the CIty of Clearwater, Florida, from Alan G Dee and Lawrence E Rote, a Florida general partnersmp, dated September 23, 1983, recorded October 28, 1983 in Q,R. Book 5632, Page 493, PINELLAS COWlty Records, (As to a portion of Parcel II) 6 Distnbution Easement granted to Florida Power Corporation, a Florida corporation. fro II, Alan Dee and Larry Rote d/b/a Dee & Rote PrOperties, dated February 10, 1984. recorde' t Apnlll, 1984 in O,R. Book 5737, Page 138, PINELLAS County Records, (As to Parcels I and IT) 7 Easement granted to the City of Clearwater, Florida, from Lawrence E. Rote, dated January 14, 1985, recorded February I, 1985 in 0 R Book 5925, Page 1206, PlNELLA~ County Records. (As to a portion of Parcels I and Il) 8 Easement granted to the City of Clearwater, Florida, from Lawrence E. Rote, dated January 14. 1985, recorded February 1, 1985 in O.R, Book 5925, Page 1208, PINELLAS County Records (As to a portion of Parcels I and IT) 9. Easement granted to the C1ty of Clearwater, Florida, from LaVflence E Rote, dated January 14, 1985, recorded February 1, 1985 in OR Book 5925, Page 1210, PINELLAS County Records. (As to a portIOn of Parcels I and II) SO:!ll6JllllJ EXHffiITB PAGE B-1 ~ ~ , .. 03/17/2004 18 28 FAX 581 858 736P @OOS'OO I I I I I I I I I I I I , I I I I I CARLTON FIELDS WPB 10 SU1Vey by MILTON R. GILL of American Surveying Company, Ine" beanng Job Orde~ No. 010122048, dated February 20.2004, discloses the foUowmg: (a) North side of budding encroaches into easement by 2.41 feet, (b) The chain link fence encroaches over the Southern property line, EXHIBIT B PAGE B-2 lOJ56J IJ OJ " q- ~ ~~ C/) - '- - 0 [ ~, z -- ~ ~ -. ~ 0 ~ r:-- :: ~ t'T1 - - ::t Z ~. t~ 'J I I , l ,~ '. .. ;J' . , '~'\':;", i:' .; . " ~, :1 III '~""il "..'. #', 1'"1' f ;' ,,'\iI~.'dl. .... .\. '" .j' .K~' "'l" ,. ~ . . . \ T 1,. I. 'U)' . ., rl! r. ' f P .~. )'.'! t . ',.n' ~ \ . J", . Yt. " · I I' ' {~.,. .., 0 4,"'1 ;JI ..\ ... - ...l_, Attachment to the Flexible Standard Development Application ' Madison Glen 701 Madison Avenue S. Clearwater FL Subrmtted by Damel Kern, DIrector MadIson Glenn, LLC 2050 Coral Way, SUite 501 Miami, FL 33145 Prepared by George F Young, Ine 8621 Dr Martm Luther Kmg Jr Blvd E Tampa, FL 33610 813-223-1747 T ABLE OF CONTENTS SectIOn I 0 Project Summary SectIOn 2 0 Project Re-development Sectlon 3 0 Part D- Wntten SubmIttal ReqUirements SectIon 3 0 Legal DescnptlOns SECTION I O---ProJect SUMMARY I I I I I I I I I I I I The purpose of this FlexIble Standard Development ApplIcatIOn for a ReSIdential Infill ProJ ect relates to the redevelopment of an abandoned five story adult congregate II vmg facilIty (ACLF) ThiS facIlIty, previously operated by Ementus CorporatIon, IS an approximately 20 year old burldmg that can no longer function as an economIcally viable ACLF The property IS currently desIgnated HDR Adjacent land IS zoned HDR or Commercial (office use) NeIghbonng land use Includes small retail faCIlItIes, a regIOnal mall, publIc housmg and several other ACLF's No Single-famIly resIdentJalland use adJoms thIS property The facIlIty SItS on 5 32 (accordmg to survey) acres, of which approximately I 6 acres consists of a large pond supportmg the storm water dramage through thiS portIOn of the city and the remamder IS developed uplands Of thiS, the eXlstmg five-story bUlldmg SItS on 061 acres, and the remammg 3 11 acres IS either parkmg or undeveloped land The bUlldmg contams a total of approximately 132,000 square feet A total of 135 mdIvldual IIvmg umts are currently present The recent purchasers of Madison Glen beheve the bUlldmg can be economically viable as a multlfamrly development Ongmally, It was belIeved the factlIty could functIOn as an elder resIdence In fact, the developer held a pre-applIcatIon conference WIth CIty staff to diSCUSS such an optIOn Based on that meetmg, It was determmed that a FleXIble Development ApphcatIon would be reqUIred (Level 2) due to a senes ofvanance requests which would be reqUIred to modIfy the faCIlIty for that use However. further market analYSIS has detenmned that the economIC VIabIlIty of the facilIty hmges upon the faclhty catenng to the general publIc, and not bemg restncted to only the senior market (over 55 market) Market research al so mdlcated that the eXIstmg um t mI X (13 2 one- bedroom out of 135 umts) should have a larger proportIOn of2 bedroom umts, therefore the bUlldmg WIll be redestgned to 100 umts Such a change means that only the bUlldmg heIght, an eXlstmg condItIon, does not meet the MImmum Standard Cntena As such thIS applIcatIon IS submItted for staff reVIew m terms ofa change of use to multI-famIly from ACLF, all wIthm the HDR zomng dIstnct Subsequently George F Young (GFY) was retaIned to develop schematic plans, whIch would evaluate the maXImum parkmg available by reconfigunng open space on the sIte At that tIme It was detennmed that up to 154 spaces could be developed by reconfigunng the eXIstmg parkmg area, extendmg parkmg westward to the vacated MadIson Avenue, and retammg sufficIent space for needed stormwater treatment G FY subsequently met wIth City staff on December 17, 2003, to further IllvestIgate project feasIbility Dunng these dIscussIOns, It was determmed that the nght-of-way for MadIson Avenue had been vacated m 1985, along wIth other nghts-of-way ongmally needed to develop the project However reVIew of the ongmal vacatIon mdIcated that though the City tmtIally vacated the nght-of-way, subsequent language m the ordmance remstatcd the nght-of-way, As a result GFY met agam WIth CIty staff and It was agreed III general pnncIple that the vacated nght-of-way could be utIlIzed for constructIOn of a stormwater treatment facIhty but that 0 other structures could be placed III the vacated nght-of-way SectIon 2 0 PROJECT REDEVELOPMENT ThIS apphcatIon IS submItted III support of the proposed redevelopment ofthe property A change of use IS mherent III the redesign of the bUIldmg to a functIOnal facilIty The extstIng 135 ACLF umts will be rebUIlt to 100 apartment UllltS to accommodate a practIcal stte use and to prevent a faIlure to meet mmllnum parkmg cntena Extenor to the bmldmg the Owner wIll add addItIonal parkmg m order to enhance the marketabIlIty of the project and to mcrease the available number of off street spaces In the ongmal dIScussIon With the CIty, the Owner's were advised of the 1 5 spaces/umt parkmg quantIty reqUirement IndicatIOns ofthe staff were that a request for a vanance would be favorably revIewed so long as the owner undertook efforts to maXImIze the number of spaces that could be added However due to the reductIOn m number of UnIts, and thus mtenslty of use, thIS request for a vanance to the parkmg reqUlrements IS no longer necessary In fact, wIth 100 umts, a total of 150 spaces are reqUIred, and by thIS desIgn, I 54 are provided As such thIS apphcatlon provides constructIOn detmls which provide for construction of as much parkmg as can be put on the SIte gIven the vacated MadIson nght-of-way WhiCh, accordmg to city staff, cannot be encroached upon by structures The engmeer has located parkmg and dnves to maXimize tree preservatIOn, where at all possible In additIOn, thiS applicatIOn addresses several other non-confonmng fcatures of the eXlstmg bmldmg, mcludmg height and an encroachment onto an eXlstmg utIlIty easement In the case of the encroachment located at the north end of the eXlstmg burldmg, the appurtenant shed attached to the bUlldmg Will be demohshed to provIde for additional parkmg As such, the one encroachment IS elimmated WIth regards to bUIldmg heIght, the eXlstmg facility IS 48 feet above grade ThIS IS an eXlstmg condItion There are no antennae, towers or other features, which add to thIS base bUIldmg heIght A mmor facade change WIll add up to 6 feet to the total bUIldmg height Please see SectlOn 3 0 for responses to speCIfic questlOns associated WIth the :)Ite applicatIOn SectlOn 30 Part -0 Wntten SubmIttal ReqUIrements t.. D 1 The propm.ed development oj the land wlll be In harmony wlth the scale, bulk, coverage, denSIty and character oj adjacent propertles In whIch It IS located The proposed redevelopment calls for only a mmor change (approxllnately 10,640 square fcet) ofparkmg to the eXlstmg faCIlIty ThIS represents less than five percent of the total property area and less than seven per cent ofthe eXlstmg developed portion ofthe property The current structure IS located m an area zoned HDR EXlstmg adjacent properties and land use mclude the followmg North Adjacent PropertIes- South Adjacent PropertIes- East Adjacent PropertIes- West Adjacent PropertJes- Office and MultIfamIly ReSIdential Office and MultIfamily ResIdential CommercIal M ul tI famIly ResIdential As a result ofthts applIcation, no sIgmficant changes III scale, bulk, densIty and character of the eXlstmg facrltty will occur The mmor Increase to coverage wIll not cause an excedance of allowable ImpervIOus for the site Overall landscapmg reqUlred to meet code wIll reduce the Impact of thIS mmor Increase m coverage ConstructIOn of the retentIOn pond will remove an overgrown dItch and abandoned property condition, DensIty actually decreases In the number ofumts planned As shown above thIS faCIlIty IS charactenstlc of others in the surroundmg commumty and has been slllce the bUlIdmg was bUilt approxImately 20 years ago ThiS proposed redevelopment WIll mamtam thIS harmony D 2 The propo~ed development wIll not hmder or dl~courage the approprzate development and use of adjacent land and buddmgs or slgmfic.antly lmpmr the value thereof The proposed redevelopment WIll have no negative Impact on possIble uses of adJacent propertIes In fact, approval ofthc redevelopment WIll enhance values of adjacent propertIes In that additIonal, more VIable consumers Will now be reSidents m the bUlldmg These reSIdents will have a pOSItIve Impact on adjacent property owners who are medIcal service prOViders and commercIal retaIl facllrtles In addItIOn, approval ofthrs apphcatIon Will add additional stormwater management capabIlIty to a system In WhICh downstream floodmg IS currently occumng The deSIgn of the new stonnwater management system wilt prOVide additIOnal attenuatIOn (and treatment) not now available, whIch results m an Improvement to the adjacent properties down gradient and a net posItlve benefit to the commumty D 3 The proposed development wlll not adver~ely affect the health or safety or person resldmg or worlang In the nelghborhood of the proposed u.\e No Impact to health or safety WIll occur as a result of the proposed change of use Currently the facIlIty IS vacant though secured As a result of thIS proposed change, the facIlIty wIll become a more viable economIC facIlIty, and wIth mcreased use, general safety of the neIghborhood should be enhanced Furthermore, mcreased storm water attenuatIOn will occur based upon the deSign of the proposed stormwater system Downstream floodmg occurs at several locatIOns to the northeast, accordmg to CIty stormwater engmeers Not only IS attenuatIon bemg provided for all new ImpervIOus surface bemg added, addItlonal capacIty IS provIded such that sIgmficantly more runoff wIll be held and not allowed to dIscharge downstream except followmg a 100 year destgn storm. The stormwater management system has been deSigned to provIde one-half mch of treatment for all ImpervIOus surfaces drammg to the west, and wtll have sufficIent volume to retam the 100 year deSign stonn for the new lmpervIous Treatment Will occur VIa percolatIOn such that both stormwater qualIty IS enhanced and quantlty IS decreased Please see the attached Southwest Flonda Water Management DIstnct PermIt ApplIcatIOn for detalls D 4 The proposed development lS deslgned to mlmmlze traffic congestIOn Because no addItIOnal umts are bemg added m excess of eXlstmg, a substantIal negative Impact will not occur In fact, no traffic study was requested by the BPRC, or dunng the prehmmary meetmgs with zomng staff on the proposed changes Access to the faclhty IS off Madison A venue, and only one egress/mgress IS available, enhancmg secunty Because parkmg reqUIrements have been met, no overflow parkmg onto adjacent streets IS expected, and m fact due to the locatIOn of off MadIson Avenue, IS not feasible D 5 The proposed development IS consistent wtth the community character of the Immedwte VICInity oj the parcel proposed for development The proposed re-development does not reqUlre any changes to the eXlstmg structure The adjacent properttes are zoned HDR and CommercIal, so multi-family use IS conSIstent wtth the surroundIng commumty and overall land use In fact, thIS change III use will be of benefit to surroundlllg retaIl and medIcal faclhtles o 6 The de~lgn of the proposed development mlntmlze!. adver~e ejfects, mcludmg vl'Iual, acoustIC and olfactory and hour!. oj operatIOn Impact.), on adjacent propertIes The deSign ofthe project Involves only a mmor change to the parkmg area With the change of use m character With that of the adjacent propertIes As such, the deSIgn mImmIzes adverse affects In fact, due to the mmor Increase In ImpervIOUS surface and the substantIal mcrease In stormwater treatment and attenuatIOn, m excess of that reqUlred, there IS a net pOSItIve benefit to the surroundmg commumty The followmg responses are proVIded to the Resldenttal Infill Project Cntena for the HDR zomng deSIgnatIOn I The development or redevelopment of the parcel proposed for development IS otherwise Impractical Without deVlatlon~ from the mten~lty and development standards Previously the facilIty was operated by Ementus Corporation (www ementus com) as an ACLF Ementus IS one of the largest operators of ACLF's In the country Due to the SIze and type of bUlldmg, number of umts available and overall faCIlIty operatmg costs they elected to close the faCIlity as uneconomical to operate Such condItIOn would be true for anyone who Wished to reopen and lllstttute the same type of use In addltton the bUIldmg would have to be substanttally upgraded to meet lIfe safety codes currently reqUIred for an ALF As such the new owners beheve that redevelopment of the faCIlIty represents not only the hIghest and best use but also the only economical dlSposltlOn for the eXIstmg faclhty The net llnpact wIll be removal of a bmldmg encroachment and a net posIttve benefit wIth regards to stormwater treatment and attenuation of an eXIstmg downstream floodmg condItIon The one vanance Identified relates to bUlldmg heIght and ]S an eXlstmg condItIOn, WhICh IS consIstent WIth adjacent propertIes 2 The development of the parcel proposedfor development as a resldentwl mfill project will not matenally reduce the fazr market value of abuttmg propertles (Include the eXlstmg value of the :Jlte and the propmed value of the :Jlte with the lmprovement:J) Redevelopment of the parcel will enhance the overall economic vlab]lIty of the surroundmg commumty and thus enhance property values The addItIon of a more vIable consumer base WIll have a posItive Impact on the vanous adjacent commercIal propertIes IT WIll have no deleterIous Impact on the adjacent multi-famIly propertIes The most recent tax assessed value of the eXIstmg bmldmg IS $5,000,000, and assummg the rule ofthurnb that the tax assessed value represents 80% of the market value, the market value can be estimated at $6,250,000 Followmg the Improvements called for m thIs applIcation, the market value of the property ]S expected to be dramatically Improved gIven the mvestrnent that will be reqUired to upgrade the bmldmg for use as a market competitIve multI-famIly resIdence Th]s wIll represent a s]gmficant Illcrease that will be beneficIal to the entIre commumty 3 The uses wlthm the reMdentwl mjill project are otherwise permitted In the City of Clearwater The request does not mvolve a sIgmficant change m use that IS not otherwIse permItted III the CIty of Clearwater The proposed use ]S conSIstent WIth the HDR zonmg ,_., 4 The u:Je:J or mLX of use wlthm the resldentwl mjill project are compatible wlth adjacent land u:Jes The past use ofthe property as an ACLF and the proposed use as a multIfarntly faclhty are consIstent WIth adjacent propertIes The change of use IS reasonably mmor and consistent with the HDR zomng Adjacent propertIes are eIther ACLf's, multIfamIly or professIOnal office, or commercIal 5 The development of the parcel proposed for development, as a resldentwl m/ill project wtll upgrade the lmmedwte Vlclmty of the parcel proposed jar development The Impact of the change of use IS posItIvely beneficIal to the Immedtate vlcmIty In that there WIll be an enhanced population of more viable consumers for adjacent busmesses In addItIon the proposed redevelopment WIll provide for additIOnal storrnwater attenuatIon whIch wIll be a net pOSItive benefit to the downstream property owners These properhes, located at the corner of Mlssoun and DrUId currently suffer from floodmg dunng penods of mtense ramfall By provldmg addItIonal attenuatIOn, the level offloodmg wIll not be mcreased as a result of the project, but rather wIll be lessened to at least some extent 6 The deSign of the propmed restdentwlmfill project create5 aform andfunctlOn that enhances the community character oj the Immedtate VICInity of the parcel proposedfor development and the Czty of Clearwater as a whole As referenced above the desIgn will be a net positive Impact on regIOnal stonnwater drainage Issues The use will enhance the tax base by addItIon of val ue to the property, and adjacent busmesses WIll have a more substantIal customer base as reSIdents will be more hkely to utlhze those medical service proVIders, and retaIl establishments which are closc by 7 Fle.xlblllty In regards to lot wtdth, requIred 5ctbacks, helght and off-street parlang .,. are Justified by the benefits to community character and the lmmedtate VICImty of the parcel propo~edfor development and the Clty of Clearwater as a whole ThiS request for a fleXIble standard development apphcatIOn mvolves vanance to only the bUIldmg heIght, not parkmg and setback reqUIrements ThiS IS an eXlstmg condItIOn not exacerbated by antennas, cell towers, etc In upgradmg the bmldmg a small Increase In heIght (6 feet) IS planned to be added to enhance the archItectural value ofthc bmldmg The need for thIS one vanance IS not sel f-InflIcted In fact, the Owner strongly belIeves that a net posItIve Impact will occur as a rcsult of thIS proposed redevelopment and change ofw,e The Impact Will be posItive for both surroundmg busmess and will not negatIvely Impact the character of the neighborhood The desIgn win allow for additional stonnwater attenuation whIch Will have a net posItIve benefit to the downstream property owners located northeast of the property The redevelopment WIll not dIminIsh dramage to up gradient faclhttes As such thIS request Will be of benefit to all concerned SectIOn 40 Legal DescnptIOn LEGAL DESCRIPTION (Record) PARCEL] The East Y2 of MadIson Avenue, lymg between the Northcrly lImIts, as extended, of Lot 1, Block 2, MARYLAND SUBDIVrSION, accordmg to the plat thereof, recorded III Plat Book 15, Page 25, Pubhc Records of Pm ell as County, Flonda, and the Southerly lImits, as extended, of Lot 1, Block 6, MARYLAND SUBDIVISION LESS the South 600 feet thereof, more particularly descnbed as follows From the Southwest comer of Lot I, Block 6, Maryland SubdIVISIOn, as a pomt of reference, run N 0' lO'9"E , along the Westerly boundary of satd Lot 1,600 feet for a Pomt of Begmnmg, from satd Pomt of Begmmng thus establIshed, continue NO'] 0'9"E , along the Westerly boundary of said Lot 1 and Its extensIOn (bemg the Easterly nght-of- way of Madtson Avenue) along the Westedy boundanes of Lot 20 and Lot I, Block 4, and Lot 1, Block 2, MARYLAND SUBDNISION, 46500 feet to the Northwest comer of Lot I, Block 2, thence N 89'03 '08"W along the Westerly extenSIOn of the Northerly boundary of said Block 2,30 feet, thence S 0' 10'9"W along a lme bemg the center lIne of nght-of-way for MadIson Avenue, 465 00 feet to a pomt bemg 60 feet North of a Westerly extenSIOn ofthe Southerly boundary of Block 6, MARYLAND SUBDIVISION, thence S 89'03'08"E parallel to and 60 0 feet from said Southerly boundary, 30 0 feet to the Pomt of Beg1l1n1l1g PARCEL II Lots I to 7, mcluslve, Block B-2, Lots 1 to 6, mclusIve, and Lots IS to 20, mcluslve, Block B-4, Lots] to 6, 1l1cluslve, LESS AND EXCEPT the South 17 00 feet of Lot 3 and the South 17 00 feet of the West 10 00 feet of Lot 4, TOGETHER WITH the West 52 00 feet of Lot 7, Block B-6, MARYLAND SUBDIVISION, accordmg to plat thereof, recorded m Plat Book 15, Page 25, PublIc Records of Pmellas County, Flonda, TOGETHER WITH those portions of vacated streets descnbed as that portIon of North Pme Street as shown on Plat of MARYLAND SUBDIVISION, lymg East of the Easterly nght-of-way hne of MadIson Avenue, and that portIOn of South Pme Street as shown on plat of MARYLAND SUBDIVISION, lymg East of the Easterly nght-of-way hne of Madison Avenue, and all of MichIgan Avenue lymg between and connectmg North Pme Street, recorded 111 OffiCial Records Book 2794, Page 683, of the publIc records of (.,-~ P1l1ellas County, Flonda, all streets bemg located wlthm.the confines of Maryland SubdivIsIOn LEGAL DESCRIPTION (Survey) Beg1l1 at the Southwest corner of Lot 1, Block B-6, MARY LAND, as recorded m Plat Book 15, Page 25, publIc records of Pm ell as County, Flonda, run thence N 00'1O'09"E , along the West lme of said Lot 1, a dIstance of 6000 feet, thence N89'02' 12"W , a dIstance of 3000 feet to a pomt on the centerlme of MadIson Avenue (vacated by ordmance No 2843-82 as recorded m OfficIal Record Book 5535, Page 1025, ofthe PublIc Records of Pmellas County, Flonda) run thence N 00' 10 '09"E along said centerlIne a distance of 46487 feet, thence departmg saId centerlme S 89'00'09"E a dIstance of 30 00 feet to the Northwest corner of Lot l, Block B-2, of the aforementioned plat of MARY LAND, run thence N 00' I 0'09"E along the Northerly extensIOn of saId Lot 1, Block B-2 a distance of 8 25 feet to a pomt on the Chancery lIne as estabhshed by Chancery No 4 I 781 and recorded m om ctal Records Book 292, Page 519, of the Pub I I C Records of Pmellas County, Flonda, run thence S 89' 11' 49"E along saId Chancery hne a dIstance of 418 73 feet, run thence S 00' 2 2' 02"W along the East I I ne and the Northerly extensIOn thereof Lot 7, Bloc B-2 of the aforementioned plat of MARY LAND, a dIstance of 110 67 feet to the Southeast corner of SaId Lot 7 Block B-2, run thence N 89'00'09"W a dIstance of 10 00 feet, run thence S 00'22'02"W a dIstance of32I 59 feet to a pOInt on the North hne of Lot 7, Block B-6 of the aforementIOned plat of MARY LAND, run thence S 89'02'12"E along the North Ime of saId Lot 7, a dIstance 200 feet to a pomt on the East lme of the West 52 00 feet of saId Lot 7, run thence S 00 '22 '02"W along the East hne ofthc West 52 00 feet of saId Lot 7 a dIstance of 102 00 feet to a pomt on the South lme of saId Lot 7, run thence N 89'02' I2"W along thc South lme of Lots 4,5,6, and 7, said Block B-6, a dIstance of218 89 feet, run thence N 00'22'02"E a dIstance of 17 00 feet, run thence N 89 '02' 12"W a dIstance of 70 00 feet to a pomt on the East hne of Lot 2, of said Block B-6, run thence S 00 '22 '02"W along saId East bne a dIstance of 17 00 feet to the Southeast corner of saId Lot 2, run thence 89'02' 12"W along the South bne of Lots 1 and 2 of saId Block B-6, a dIstance of 120 00 feet to the POINT OF BEGINNING , ,~ 8521 I>'larlm Lulher Kmg Boule\ard Ea,t Tampa Floflda 33610 (813) 223-1747 FAX (81 J) 22q 06~7 lr George F: Young, Inc. Tummg ViSIOn Into Reality ~lnC' I91q AllCHITl<.CTUHl<. . fo.N(,INEERING . ENVIRONMENTAL .I.i\NDSCAPE ARt! llTECTURE . PI.i\NN"ING . SURVEYING. UTlLlTIE,', Apnl 16, 2004 I I I I I I I I I I I I I I I I I I I I Mr Frank Gerlock DIVIsIOn Manager Planmng Department 100 S Myrtle Avenue Clearwater, FL 33756 Re Madison Glen 701 S, Madison Avenue FleXible Standard Development Apphlation SectIOn 15, Township 29S, Range 15E Dear Mr Gerlock, On behalf of the Owners, Madison Glen Investments, LLC please accept the followlI1g for your review and dlstnbutlOn . 14 Caples of the Flextble Standard Development Apphcatlon . 14 Copies of Supporting Documentation . 14 copies of SIgned and Sealed ConstructIOn Plans · ApphcatlOn fee 10 the amount of $47500 payable to the City of Clearwater If YOll have dny questIOns or reqUire addltlOnalll1formdtlon regardll1g our submlttal package, please gIve us a call Very truly yours, George F Young, Inc Cc Mr DaOlel Kern, Director Madison Glen Inve<;tment<;, LLC BRADENTON . GAINt.,SVILLE . NORTH PALM BEACH. ST PETERSBURG . SARA.50TA. TAMPA I I I I I I I I I CL W CoverSheet , p' PAID CK.NO. ,wi )Q'6 iD DAT~ 4(,roleY-t 0/ . FLS2004-04020 701 S MADISON AVE Date Received: 04/16/2004 MADISON GLEN ZONING DISTRICT: HDR LAND USE: RH ATLAS PAGE: 296A PLANNER OF RECORD: NOT ENTERED SENT~ _~OMMERCIAL PARTNERS REALTY, 813 910 85M, MAY-3-M ~ 38PM , PAGE 1/2 l( George F. Young, Inc. Turning Vision into Reality Since 1919. IUChltecture _ Englneerl"g . P'alln'"" - I.fI"dscllp. Architecture - SUIVJfJllmI 8621 E. Dr. Martin Luther King, Jr. Blvd. Phone: (813)223-1747 Tampa, FL 33610-7305 Fax: (813) 229-0657 ...... LI.\ 1.S1d:( p_: --L F4 '\ "l... "\ ~ -5(" ).. · '-\'Eb't( ..... ~Iln>. ~ C\<,J 1'a;'-::rc~~ S~~ _. Co'"') o~ C:::\c.,#W~ W-_oeo From: MIChael W RothenbUrg P E. Com_; \\--....a.-.... ~ ~ ~~ :* ~~' ... ~ .~.. ~~~ If you need pages re-tranSmftted. please call and ask for: Original copy(s) : )(WlLL be mailed. 0 WILL NOT be mailed. This message Is intended ~~or 1.t1e use of the individual or entity to which it Is ilddressed, and may contain Intonnatlon that is privileged, confldentlal and exempt from disclosure under applicable law. If the reader of this message Is not the intended recipient. Of the employee or agent re5ponslble for delivering the message to the Intended recipient, you are hereby nomted that any dlssemlnatton, dIstributIon of copying of this communication Is strictly prohibited. If you have reee1ved this communication In error, please notify us Immediately by telephone, and retUrn the origInal message to uS at the above address via the United States Postal Service. Thank you. I I SENT~BY ?OMMERCIAL PARTNERS REALTY' &.. - ----- --,,-- ---- - S13 910 ssse - ' MAY-3-04 1,3SPM, PAGE ~/~ ~~2 J MM\' n lJ,lth.v KIl\~ !j(llllevUd fast Thnlpu, FlufHl.I3.i61 0 (1\1,) ~Z3 I7-\.7 fl\1. (8l11 2)'1 O~7 'f ,u",-t' Hnl'j] George F. Young, Inc. 7ummg \Td/O'l Intu !?ftIJ!rly U:('H I [f( 11 Ht: . L \\.Ii\n,\\ll\ I. . t.. '\ \ 1llON \\,.NHL .IJ\/>'I)<;{ API'. Al1l t [I \ CC I lJIli' · P\~l" NIN(, · C,l [lVL) 1'1 · UTlllTl L <; April 27, 2004 Mr John S<..hodtler Development Re1/1eW speciah&t C\ty of Clearwater Plan[\mg Department 100 S, Myrtle Ave Clearwater FL 33756 Dear Mr. Schodtler Re. Apphcatlon No FLS2004-04020 Mad)<.,on Glen 701 S, MatlJ"'OIl Ave W,th regard, to your letter of April 19. 2004. we a'" plcll.<ed to sobmlt the folluwmg information: I.provide an e"nmatedJob value for the redevelopment Based on information provided by Mr. KeVID Bess()lO~ of Bessolo Deliign Group, the project arcMeet, we e,urnate the total Job value as<octated with th,s redevelopment to be a total project "alue of $1,750,000 to $1,950,000 2 prov~de an e-mail addres~ (If available). The email addre~lloftheapPlicantlowner.MrDanielKernlSdame!@2kern.Lolll.MY cmal\ adJ.re~& I~ nrrothenbllre: @ georgcfyoun 11 LOI11. Should you reqll1re additIonal mfonnatlOD plea~e do not hesItate to wntact Mr Kern or myself We look forward to workmg with the C1tyl ~ staff III obt,,-imng approvalb neces...ary tor tlus prolect BHADEN'rflN. GA1NE"HLLF . ~()Rl t-I PALM nLArH. ~T t't<TEiI.,RUR\... · ~~^RM>OT^ .'1'M-W,' MADISON GLEN INVESTMENTS LLC Re: FLm!O -- 701 J May 28, 2004 RE: S .MADISON AVE Mr. Mark Parry Planner C~ty of Clearwater laOs. Myrtle Avenue Clearwater FL 33756 n Ct\~~O \\€ 1\\\\~ \\ \~ \) 1 ,.... .\\1 r\~"'C.' - ~'f-?~'R -f'- =l ~~G V ~\!,Ie, \';'J>.~~ ~ c\..~ , 'if'{ 0 (..~ Dear Mr. Parry: Please accept th~s letter request~ng w~thdrawal of the above referenced development appl~cat~on, As you have suggested, based on the changes made to accommodate the proJect to the spec~f~c land use requ~rements of the C~ty, we are apply~ng to the Bu~ld~ng Department d~rectly for proJect approval. I want to thank you for your efforts on our behalf. S~ncerely V/~ ;))c.-~ LIt t~...,J -~ _~)i,Jrr.-", fI1(J - '~7~()r Investments, LLC Cc: Mike Rothenburg - George F Young 2050 Coral Way, Su~te 501, Mlam~, FL 33145 305-285-8979 -- dan~el@2kern com i, MADISON GLEN INVESTMENTS LLC EILE May 28, 2004 Re RE FLS2004-~~020 -- 701 S MADISON AVE Mr Mark Parry Planner Clty of Clearwater 100S Myrtle Avenue Clearwater FL 33756 Dear Mr Parry Please accept thls letter requestlng wlthdrawal of the above referenced development appllcatlon As you have suggested, based on the changes made to accommodate the proJect to the speclflc land use requlrements of the Clty, we are applYlng to the BUlldlng Department dlrectly for proJect approval I want to thank you for your efforts on our behalf Slncerely Danlel Kern Madlson Glen Investments, LLC Cc Mlke Rothenburg - George F Young 2050 Coral Way, SUlte 501, Mlaml, FL 33145 305-285-8979 -- danlel@2kern com ~~P.<7lrD-~ l~<<\\lUp rUtX-""" +,~:;.\ 11>1,,"""""'''>C-;7~_ +, !':"/ ~".-, ,..L~ "";:':;'.' \ I, ~':. '" '" ~~~......>--< ~ 4 ':. -- ~ q ~- . ~ ..~. ---==-~'.';~ .g:~ ""c..;. -::....-==. '.0 9",,' "'''' ~ - ~ ri::'_' ~~"'-~~--==- ,.,~~.. -';-/JI'lr",,""'t,,~.... ....~,., TER ~II' '4:q ff Jl/fJ/' CITY OF CLEARWATER loNG RANGe. PlANNING DEVFLOPMENT REvIEW PLANNING DEPARTMENT POST OFFICE Box 4748, CLFARWATFR, FLORIDA 33758-4748 MUNICIPAL SERVICe.S BUILDING, 100 SOUTH MYRTLE AVENUe., Ct EARWATER, FLORlDA 33756 TFIEPHOM (727) 562-4567 FAX (727) 562-4576 May 17, 2004 Mr Damel Kern Madison Glen Investments, LLC 2050 Coral Way, SOlte 501 MIaIDl, FL 33145 ~-nD 701 South Madison Avenue - Madison Glen - permitted uses III the HDR Dlstnct RE Dear Mr Kern The Planmng staff has revlewed your apphcatlOn for F1exlble Standard Development approval for the redevelopment of an eXIstmg 200-bed congregate cafe facIlity (adult ltvmg facIhty) to a lOO-unIt apartment buIldmg m the HIgh DensIty ResIdentIal (HDR) zomng dlstnct To clanfy, lf the bUlldmg will be structurally changed to mclude a heIght of 50 feet or less (somewhere between the eXlstmg 48 feet and 50 feet) then a Level One FlexIble Standard apphcatlOn WIll be reqUlred but the current application lS stili mcomplete due to the lack of four-sIded, scaled, dImensioned, rendered elevatIOns whIch would be reqUlred due to a hetght mcrease If the bUlldmg Will not be structurally changed With regard to heIght and the only related change (at least WIth regard to heIght - any mternal changes such as HV AC Improvements. carpet replacements, ete or external changes such as pamtmg, re-sIdmg, etc are all pemutted) mcludes a parapet wall no greater than 30 mches m heIght then your current applIcatIon may be wlthdrawn m ItS enttrety ThIS IS because attached dwellll1gs (multt-fanuly dwelhngs such as apartments, townhomes, condos, etc ) are perrrntted as a matter of nght wlthll1 the HDR dlstnct (which IS the deSignated zomng dlStflCt of thIS SIte) In additIon, the Code permits any structure to be used for any purpose permItted wIthm the zonmg dlstnct 10 which It IS located (SectIOn 6-102 A) I can ldentlfy nothmg on your subnutted SIte plans, other than the heIght Issue (mcrease from 48 feet to 64 feet), that would tflgger anythmg other than a standard slte plan reVIew as part of a bUlldmg permit apphcatIOn In summary, the proposed use (attached dwelhngs) at the proposed denSity (100 dwellmg umts) lS permitted, the restnpmg of the eXlstll1g parkmg lot and the number of proposed spaces (154 spaces) are also permitted and meet the reqUIrements of Code (150 spaces reqUlred) A parapet wdll no greater than 30 mches m hetght would also be permItted wlthout dny additional revieW (outslde of a standard bmldmg perrmt) I hope thlS clanfies the SituatIOn and my pOSItIon on the matter N aturall y, drop a lme or gIve a flng J f you have any questions or concerns ~-=-~/? Mark T Parry Planner II S \Plannmg Departmell^C D /J\Srandard FleNendmgCu~e\\J - Up jor the Nexl DRo.o6-1O 04 DROMadlson S 701 (HDR}lMadlso/l '> 701 zonmg BRIAN J AUNGS&r}!/-w;rCOM,\I1SSIONl<R HOYT HAMiLTON, VIer MAYOR-COMMIS,IONER WHITNll' GR.\\, COMMI~SIONt.H FRANK HmBAIU) , CO~IMISSlONER * Bll L JONSON, C OMMlSSIONFR "EQUAL fMPLOY1\l1 NT AND AHIRM/\Tl\lE ACTION rMPLOYFR" rl ~;f1tarwater ~ \\,~? -'\.-4.4Jr: CITY OF CLE.WATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 WWW MYCLEARW ATER COM u May 04, 2004 Michael W Rothenburg 8621 Dr Mlk, Jr Bvd Tampa, FI 33610-7305 FILE RE FLS2004-04020 -- 701 S MADISON AVE h Letter ofIncompleteness Dear Michael W Rothenburg The Plannmg Staff has entered your applIcatIon mto the Department's filmg system and aSSigned the case number FLS2004-04020 After a prelImmary reVIew of the submlttcd documents, staffhas determmed that the applIcatIOn is Incomplete WIth the followmg comments The applicatIOn mdlcates that the eXIstIng heIght of the bUIldIng IS 48 feet It also states that an additIOnal SIX feet of heIght IS requested bnng the total heIght of the bUIldIng to 54 feet The maXImum heIght permItted as part of a Level One FleXible Standard Development apphGatlOn IS 50 feet, anythmg over that WIn reqUIre that the proposal be reVIewed as part of a ReSidentIal Infill Project, a Level Two FleXIble Development The followmg WIll be reqUIred to be submItted IS thIS IS the case a A Level Two, FleXIble Development ReSIdential Infill Project applicatIOn (SIgned and notanzed WIth one ongmal and 14 copIes), , b The fee for that applIcatIOn IS $1,205 therefore, an additIOnal $730 IS reqUIred, C Cntena addressmg ReSidentIal Infill Projects, and d Four-SIded, rendered, dImenSIOned, scaled elevatIOns WIll need to be submItted 2 The next deadline date IS May 26, 2004 that would result III a July 8,2004 DRC reVIew and, upon a findmg ofsuffietency, a CDB review of August 17,2004 SectIon 4-202 of the Commulllty Development Code states that If an applIcatlOn 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 SectIOn 4-202 of the Commulllty Development Code states that t[ 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 1& deemed complete Please resubmIt by If you have any questiOns, please do not heSitate to contact me at 727-562-4558 or Mark Parry@myclearwatcr eorn I eller of Completeness - FLS1004-04020 - 70t S MADISON AVE ~ftf€'arwa~r :: ~kY~ ~-'v U CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562A567 FAX (727) 562A576 WWW MYCLEARW A TER COM ~ May 04, 2004 Smcerely yours, ~ nr. rrl ~~_ltL~J - Mark Parry Planner Leller of Completeness - FLS2004,04020 - 7() I S MADISON AVE .. ~ Clearwater CITY OF CLEARWATER PLANNING DEPARTMENT u MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE A VENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 5624567 FAX (727) 5624576 WWWMYCLEARWATER COM LONG RANGE Pi ANNING DEVFLOPMJ'.N I REVIEW Apn119,2004 Mr Damel Kern Machson Glen Investments, LLC 2050 Coral Way, SUite 501 Mlatn1, FL 33145 RE 701 South MadIson Avenue - Madtson Glen - Letter of Completeness Dear Mr Kern The Planrung staff has revtcwed your applIcation for Flexible Standard Dcvelopment approval for the redevelopment of an eXlst10g 200-bed congregate care faclhty (adult hvmg faclhty) to a 100 umt apartment buIldIng 10 the High DenSity ReSidential (HDR) zonmg dIstnct The apphcatlOn has been entered mto the Department's filmg system and assigned the case number FLS2004-04020 After a prehnl1nary reView of the subnutted documents, staff has detcnruned that the applIcatIOn IS complete With the followmg comments 1 PrOVide an estllTIated Job value for the redevelopment, and 2 PrOVide an e-maIl address (If avaIlable), The Development ReView Comnuttee (ORe) wIll review the apphcatlon for suffiCiency on JlUle 10, 2004 10 the Plamung Department confercnce room - Room 216 - on the second floor of the Mumclpal Services Budding The buIldmg IS located at 100 South Myrtle Avenue 10 downtown Clearwater Please call Sherry Watkms, AdImmstratIve Analyst at 727-562-4582 no earher than one week poor to the meet10g date for the approxnnate tune that your case wIll bc reviewed You or your representative (as applIcable) must be present to answer any questions that thc conmurtee may have rcgardmg your apphcatlon Additional comments wIll be generated by the DRC at the tune of the meetmg If you have any questIOns, please do not heSitate to contact me at 727-562-4604 or JohnSchodtler@myclearwater com s~ '(f'--.- .~ Jooo SchodtIcr Development ReView Speclahst S IPlannmg DepartmentlC D BlSrandard FlexlPendmg Cases\3 - up [or the Next DRC\061004 DRCIMadlson S 701 (HDR)IMadllorl Ave S 701 Complete Letler doc Location: 1(j( s fJ14f)tSaYI IJ-VL I ~Current Use: UIi-c.I+'1.J If t-F ,~ Active Code Enforcement cas~es ;Y"Address number Q(no} (vacant land) 7landscapin (yes}(no) mO.5-rL~ ~IC I f- G. . f- / Q+S!CtJl18S je~L~ G\Aca,O 0 /Overgrown (~ (no) f}cw..m~TY1 d e ~kt1f lut ~Debris 9(no) \rnI/1()~ ~Inoperative vehicle(s) (yes)~ ""---Building(s} g (fair) (poor) (vacant land) 4' Fencing (none) (good) (dilapidated) (broken and/or missing pIeces) )a-' Paint (good) ~ (poor) (gansh) ~Grass Parking (yes) @ ;;Y Residential Parking Violations (yes) ~ )4'" Signage (none)~(not ok) (billboard) y- Parking (n/a) (stnped) (handlCapped~ repa~ lIeeJo ~eJ+-nP1f -/fJ() /Oumpster (enclosed) not enclosed} -/) 0 vv.-""--,tlsff-r Ct... (Y~ / Outdoor storage (yes) no) Comments/Status Report (attach any pertinent qocuments) l I SJ,,~ '--- Date ~ l3 e1 Reviewed by "1 p~ Telephone S1a ~ 41~ ) RevIsed 03-29-01, 02-04-03 ~ I I I I I I I I I I I I [- I I I I I i-I I I I I I 1015 MlcluganAvenue . Palm Harbor, Flonda 34683 . (727) 786-8128 . FAX (727) 789-1697 . E-MAIL Joe samruk@Venzon net ) E p I c ENVlRONMENrAl PlANNING INFORMAflON &. COUNSELING INC William J. Richmond, ASLA Vice President, Landscape Architecture George F. Young, Inc. 299 Ninth Street North St Petersburg, Flonda 33701 March 9,2004 RE: South Madison Avenue Project 701 South Madison Avenue Clearwater, Florida Dear Mr Richmond ENGAGEMENT As you requested on Wednesday, February 18,2004, I personally Inspected the referenced property on Thursday, February 26, 2004 ASSIGNMENT My assignment was to assess each tree annotated on your provided survey according to the City of Clearwater's ratmg system, place a numbered tag Into each subject tree, annotate the tag numbers onto your provIded survey, and submit my opinions In a wntten report SUMMARY OPINION My assessment opinions follow In this report Trees whose root balls are wrapped In Lena with subsequent girdling or root bound conditions are not good candIdates for preservation and should be removed from the site DISCUSSION There are two (2) categones of trees on this assignment One category of trees was onglnally Installed as landscape elements when the bUilding was new The other category of trees IS those that have evolved naturally over the years Both categones of trees have problems I I I I I I I I I I I I I I I I I I I South Madison Avenue March 9, 2004 Author: Joseph R. Samnik Certified Arborist, #50-0408 Certified - Bureau of Entomology, #7774 Page 2 The landscape trees were onglnally Installed with a product called Lena still wrapped around the root balls Lena is a synthetic material that does not break down or decompose after planting Because It does not break down after planting like conventional burlap does, root systems become root bound and/or girdled Trees which become root bound or girdled have structural problems with regard to supporting themselves because support roots could not develop Lena also dlsenables enough non-woody roots to break out of the root ball to sustain viability and ongoing vitality After the landscape trees were originally Installed with Lena stll/lntact, the maintenance company of personnel Installed black vlsqueen under tree canopies In an effort to reduce labor assOCiated wIth weeding The vlsqueen dlsenables air, water, and applied fertilizers from reaching root balls already handicapped due to root sIze limitatIons caused by Leno All this reduces to trees stressed, In decline or dead Also noted dUring my assessment were trees with mistletoe (a parasite), fiat-sided trunks (root related problems), and general poor vItality The trees which have evolved naturally suffer from the typical vagaries of neglect over the years While some are good candidates for preservation, many, especIally those closely grouped on the northern elevation, are not good candidates for preservation One (1) palm cluster, Senegal Date (PhoeniX recllnata) did not lend Itself to tagging This Senegal Date Palm IS located In the southwestern portIon of the landscape and is pictured herein The field locatIon of one (1) Slash Pine tree (PinUS elhottll) depicted on the survey to be growing on the southwest portion of the landscape could not be tagged due to access Issues Some trees found In the field were not annotated on the provided survey These subject trees were marked onto the provided survey dUring my field assessment and assigned a tag number NOTE These subject trees should be added to the survey by your office prior to submiSSion to the City of Clearwater I I II I I I ,I I I I I I I I I I I I I I South Madison Avenue March 9, 2004 Author: Joseph R. Samnik Certified Arborist, #80..0408 Certified - Bureau of Entomology, #7774 Page 3 DIscrepancies were noted In the differences between diameter measurements of trees dunng my field assessment and diameter measurements of trees depicted on the provided survey My diameter measurements were made according to international arboreal protocol NOTE The discrepancies In diameter measurements should be changed on the survey by your office pnor to submIssion to the City of Clearwater Please advise If I may be of further assistance to you In this matter I affirm that my opinIons have been made In total good faith, based on the facts presented dunng my Inspection, with no coerCion from others. I further affirm that I have no Interest with the parties or people Involved with this Issue nor any Interest with regard to the outcome My responsibility to George F Young, the City of Clearwater, and Public Trust ends with thIS report I have no responsibility to Inspect or ensure any or all of the recommendations made In thiS report are executed, planned, or Implemented ThiS report does not fall under the category of Pnvlleged Infonnabon or Confidential Work Product Sincerely, Jo~:ta~'k9(~ JRS/abh I I I I I I I I I I I I I I I I I I I 701 SOUTH MADISON AVENUE TREE ASSESSMENT Author- Joseph R. Samnik March 9, 2004 TAG # COMMON NAME SIZE CONDITION 140 LIVE OAK 43"DIA 3 141 TAG NOT USED 142 LAUREL OAK 6",7"DJA 2 143 LAUREL OAK 15" DIA 3 144 LAUREL OAK 9"D1A 2 145 LAUREL OAK 14" DIA 2 146 LAUREL OAK 12" DIA 3 147 LAUREL OAK 16"DIA 3 148 LIVE OAK 21"DIA 4 149 CABBAGE PALM MATURE N/A 150 CABBAGE PALM MATURE N/A 151 LIVE OAK 23"DIA 3 152 LIVE OAK 19"DIA 3 153 CABBAGE PALM MATURE N/A 154 LIVE OAK 12"D1A 3 155 CABBAGE PALM MATURE N/A 156 CABBAGE PALM MATURE N/A 157 LIVE OAK 8", 12" DIA 3 158 CABBAGE PALM MATURE N/A 159 CABBAGE PALM MATURE N/A 160 CABBAGE PALM MATURE N/A 161 CABBAGE PALM MATURE N/A 162 CABBAGE PALM MATURE N/A 163 CABBAGE PALM MATURE N/A 164 CABBAGE PALM MATURE N/A 165 CABBAGE PALM MATURE N/A 166 LIVE OAK 19"DIA 3 167 LAUREL OAK 12"DIA 3 168 LAUREL OAK 8"DIA 4 169 LAUREL OAK 15" D1A 3 170 CABBAGE PALM MATURE N/A 171 LIVE OAK 12" DIA 4 172 LIVE OAK 13" DIA 4 173 LIVE OAK 12" DIA 4 174 LIVE OAK 19" DIA 4 175 LIVE OAK 15" DIA 4 176 LIVE OAK 9",8"OIA 4 177 LIVE OAK 10" DIA 4 178 LAUREL OAK 28"DIA 4 179 LAUREL OAK 10" DIA 3 180 LAUREL OAK 11" DIA 3 181 LAUREL OAK 8"DIA 3 182 LAUREL OAK 6"DIA 3 183 WAX MYRTLE 15' OAH 3 184 LAUREL OAK 10" DIA 3 185 LIVE OAK 18" DIA 5 186 WASHINGTON PALM 40' OAH N/A 187 LIVE OAK 15",18" DIA 5 188 EAR POD TREE 35",10" D1A 4 189 CHINABERRY 11" 1 190 LAUREL OAK 6"D1A 2 Page 4 of 5 I I I I I I I I I I I I I I I I I I I 701 SOUTH MADISON AVENUE TREE ASSESSMENT Author: Joseph R Samnik March 9, 2004 TAG # COMMON NAME SIZE CONDITION 191 LAUREL OAK 10"DIA 2 192 PINE SPP 21"DIA 2 193 LAUREL OAK 9"OIA 2 194 LIVE OAK 10", T' OIA 2 195 LAUREL OAK 14"OIA 2 196 LIVE OAK 13",20" DIA 3 197 LIVE OAK 27"DIA 3 198 LAUREL OAK 24"DIA 2 199 LIVE OAK 13"DIA 3 200 LIVE OAK 19",12" DIA 3 201 LIVE OAK 20", 19" DIA 4 202 LIVE OAK 20"OIA 3 203 LIVE OAK 6"DIA 2 204 LIVE OAK 17",6" DIA 3 205 LAUREL OAK 13"DIA 2 206 LAUREL OAK 7" DIA 2 207 LAUREL OAK 14"OIA 3 208 LAUREL OAK 19"DIA 1 NOT POSSIBLE TO TAG: SENEGAL DATE PALM 17' OAH 4 CABBAGE PALM (OTY = 3) 8'OAH N/A SLASH PINE 7"DIA 3 Page 5 of 5 O-Dead, require removal 1-Poor (nearly dead, hazardous), require removal 2-Below Average (decllnmg, dIseased, poor structure, potential hazard), require removal 3-Average (worthy of preservation but has some minor problems, minor declme, tip die-back, minor InclUSion) problems can be corrected 4- Above Average (rather healthy tree with very minor problems) 5-0utstandmg (very healthy) 6-Speclmen (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 sacnflced to allow additIonal preservation reqUIrements for trees rated 4-6, trees rated 4-5 should receive most of the attention for preservation Great efforts must be made to preserve these trees, and trees rated 6 (very rarely used) are trees that cannot be removed I I I I I I I I I I I I I 8621 Marhn Luther Kmg Boulevard East Tampa, Florida 33610 (813) 223.1747 FAX (813) 229 0557 ':iit f George F: Young, Inc. , " Tummg VISIOn Into Reality Sone, 1919 ARCHITECTURe II ENGINEERING II ENVIRONMENTAL II U\NDSCAPE ARCHITECTURE . PLANNING III SURVEYING 1\ UTILITIES Apnl 15,2004 Mr RIchard AIt, Sr Professional EngIneer Southwest Flonda Water Management Dlstnct Tampa Dlstnct OffIce 7601 HWY 301 North Tampa, Fl33637 Re Madison Glen Apartments Environmental Resource Permit Standard Permit Application - Minor System Dear RIchard, Enclosed please fmd fIve (5) caples, as requIred, of followmg mformatiOn for the above referenced project · There IS no applIcatIOn fee SInce the Increase In ImpervIOus area IS less than 0 50 acres · Completed EnVIronmental Resource Pernut ApplIcatIOn Parts A, C and H · USGS Map, VICInIty Map, SWFWMD AerIal and Construction Plans · Copy of the Deed . OperatIOn and Mamtenance mstructlOns for the treatment pond · EngIneerIng Report for the proposed development I would hke to thank you for all your aSSIstance WIth thIS project Please contact me at (813) 223-1747 If you have any questIOns, or reqUIre addltlOnal mformatIon attachments Cc MadIson Glen Investments LLC f ,[I,(lf l I 11\( III i 11(111 1111 \']ldj"'1I \dc \ 1,_ III' \:1: '" '>'\ 1\\ "'1]) U"L1 III Un, BRADENTON II GAINESVILLE a NORTH PALM BEACH II ST PETERSBURG II SARA ':iOTA II TAMPA, ENVIRONMENTAL RESOURCE PERMIT ApPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET. BROOKSVILLE, FL 34609-6899 (904) 796.7211 OR FLORIDA WATS 1 (BOO) 423-1476 FOR AGENCY USE ONLY AGOE ApplicatIon # Date Received Proposed PrOlect LatItude _Q_'_# Proposed PrOject LongItude _0_'_# DEPIWMD ApplicatIon # Date ReceIved Fee ReCeived $ Fee ReceIpt # 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? 0 yes lIDno Is thIS applicatIon being flied by or on behalf of an entIty elIgIble for a fee reductIon? 0 yes lIDno PART 2 A.. Type of EnVironmental Resource Pennlt Requested (check at least one) o Noticed General - Include informatIon requested In Seclion B D Standard General (Single famIly dwelllng)-Include informatIon requested In Seclions G and D D Standard General (all other proJects) - Include information requested In Sections C and E lID Standard General (minor systems) - Include information requested In SectIons G and H o Standard General (borrow pitS) - include InformatIon requested In Sections C and I o IndiVIdual (Single famIly dwelling) - Include information requested In Sections C and D D IndiVIdual (all other projects) - Include informatIon requested In SectIons C and E D IndIVIdual (borrow pitS) - Include InformatIon requested In Sections C and I D Conceptual- Include informalton requested In Sections C and E D MItIgatIon Bank (constructIon) - Include information requested In SectIon C and F (If the proposed mItigatIon bank Involves the constructIon of a surtace water management system reqUiring another permIt listed above, check the appropnate box and submIt the InformatIon requested by the applicable section) o Mitigation Bank (conceptual) - include information requested In Section C and F B Type of actIVity for which you are applymg (check at least one) o Construction or operallon 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 permlV applicatIon, please prOVIde prevIous permIt # ) lID Alteration or operation of an eXisting system WhICh was not preViously permllted by SWFWMD or DEP o ModifIcatIon of a system preVIously permitted by SWFWMD or DEP ProVide prevIous perrTllt # and check applicable modifIcatIon type o Alteration of a system 0 ExtenSion of permit duration 0 Abandonment of a system o Construclton of addItIonal phases of a system D Removal of a system C Are you requestmg authOrizatIon to use State Owned Submerged Lands 0 yes lID no If yes, Include the Informalion requested in Section G o For actlvlttes In, on or over wetlands or other surface waters, check type of federal dredge and fIll permit requested o IndIVidual 0 ProgrammatIc General 0 General D NationWide lID Not Appltcable E Are you clatmmg to qualify for an exemptIon? Dyes lZl no If yes, prOVide rule number If known FORM 547 27JERP(B-94)A Page 1 of 5 PART 3 A OWNER(S) OF LAND B APPLICANT (IF OTHER THAN OWNER) NAME NAME Mr Daniel Kern, Director COMPANY ANO TITLE COMPANY AND TITLE Madison Glen Investments LLC ADDRESS ADDRESS 2050 Coral Way, SUite 501 CITY, STATE, ZIP CITY, STATE, ZIP MIamI, Florida 33145 TELEPHONE (305) 285-8979 TELEPHONE FAX (305) 365-0611 FAX C AGENT AUTHORIZED TO SECURE PERMIT (IF AN AGENT D CONSULTANT (IF DIFFERENT FROM AGENT) IS USED) NAME NAME Michael W Rothenburg, PE COMPANY AND TITLE COMPANY AND TITLE George F Young, lnc, Sr PrOject Manager ADDRESS ADDRESS 8621 E Martin Luther Kmg Blvd CITY, STATE, ZIP CITY, STATE, ZIP Tampa, FL 33610 TELEPHONE ( ) TELEPHONE (813) 223-1747 FAX ( ) FAX (813) 229-0657 PART 4 PROJECT INFORMATION A Name of proJect, including phase If applicable MadIson Glen Apartments B Is thiS application for part of a multI-phase proJect? 0 yes IX! no C Total applicant-owned area contiguous to the prOject 5 32 acres D Total prOject area for whIch a permIt IS sought 0248 acres (addlllonal asphalt) E Total Impervious area for whIch a permIt IS sought 0 248 acres (additIonal asphalt) F Total area (metric eqUivalent for federally funded proJects) of work tn, on, or over wetlands or other surface waters acres or NfA square feet (_hectares or _square meters) G Total number of new boat sltps proposed N/A FORM 547 27/ERP(8-94)A Page 2 of 5 PART 5' PROJECT lOCATION (use addItional sheets, If needed) County(les) Plnellas Sectlon(s) 15 Sectlon(s) land Grant name, If applicable Tax Parcel Identification Number 15/29/15/55764/002/001 0 Street address, road, or other locatIon 701 Madison Avenue CIty, ZIp Code, If applicable Clearwater, Florida 33756 Township 29 South Township Range 15 East Range PART 6: DESCRIBE IN GENERAL TERMS THE PROPOSED PROJECT, SYSTEM, OR ACTIVITY Add additional 0 248 acres of asphalt, resurface eXisting parkIng area and re-stnpe parkmg lot FORM 54727/ERP(8-94)A Page 3 of 5 PART 7 A If there have been any pre-application meetings for the proposed project, with regulatory staff, please list the date(s), locatlon(s), and names of key staff and project representatives Date(s) Locatlon(s) Names 2-9-04 SWFWMD, Tampa Office Richard Alt, Michael Rothenburg B Please Identify by number any MSSWIWRM (dredge & flll)/ERP!ACOE permits or applications pending, Issued or demed and any related enforcement actions at the proposed project site, NONE Agency Date Number! Type Action Taken C Note The following inform::ltlon 15; requlrI'!d for projects proposed to occur In, on or OVAr wAtl.:md5; th::lt need a federal dredge ::Ind fill permit and/or authOrization to 115;A state owned submergAd lands Please provide the names, addresses and Zip codes of property owners whose property directly adjOinS the project (excludmg apphcant) 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 property lines (Use additional sheets, if needed) 1 - N/A 2 3 4 5 6 FORM 547 27/ERP(8-94)A Page 4 of 5 PART 8 A, By slgmng thIs applicatIon form, I am applYIng, or I am applYIng on behalf of tl1e owner or applicant, for the permIt and/or propnetM)' authon:zatlons IdentifIed above, accordmg to the supportmg data and other mCldentat mformatlon filed WIth thIS apptKatlOn I am famIliar WIth the mformatlon con tamed m thIs applicatIon, and represent that such informatIOn IS true complete and accurate I urlderstand that knowmgty makmg any fatse statement or representatIOn m the applicatIon IS a vIolatIOn of SectIOn 373 430, F Sand 18 U S C SedlOn 1001 I understand thiS IS an apphcatmn and not a permIt and work pnor to approval IS a VIolatIOn I understand that thIS appllcatlOn arld any permIt or propnetary authonzatmn ISSUed pursuant thereto, does not relieve me of any obltgatlon for obtammg any other requIred federat, state, water management dlstnct or tocal perrmt pnor to commencement of constructIOn I agree, or 1 agree on behatf of the owner or apphcant, to operate and mamtam the mltted system untess the permlttmg agency authonzes transfer of the permIt to a responSIble operatIon I" Ity Corporate TItle, If apptlcabte Date B AN AGENT MAY SIGN ABOVE ONLY IF THE FOLLOWING IS COMPLETED I her deSIgnate and authon:ze the agent listed iEOVe1O act on my behatf, or on behalf of my corporatIon, as the agent 10 the processing of thiS applICatIOn for the permIt and/or propnetary authonzatlOn mdICated above, and to furmsh, on request, supplementat mformatlon m support of the app\1catlon In addItIon, I authonze the above-listed agent to bmd me, or my corporatIOn, to perform any reqU1rement whICh may be ne<:essary to procure the permIt or authonzatmn mdlcated above (Pnnted Name of Owner or Applicant Coroorate Title If aoohcable SIgnature of Owner or Appbcant Date C PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING I eIther own the property descnbed III thIS appllcatlOn or 1 have legal authonty to allow access to the pl'"operty, and 1 consent, after re<:e1Vmg pnor not1licatlOn, to 'lny sIte VlSlt on tl1e property by agents or personnet from the Department of Envlronmentat Prol.ef:tlon, the Sou west nda Water Management Dlstnct and the U S Army Corps of Engmeers necessary for the VIeW and ms n of th proposed project specIfIed m thIS apptICatlon I authonze these agents or personnel to en th property as ny tlm s as may be ne<:essary to make such reVIew and IIlspectlon Further, I agree to proVIde ent to project s r such nts or person net to mOllltor authon:zed work If a permIt IS granted ~ Danlel Kern, D2rector Corporate TItle, If applicable Date SIgna tu re D. I c Ify that the englneenng features of thiS surface water management system have been desIgned by me or un r my responSIble charge and m my profeSSIonal OpllllOn conform WIth sound engmeenng pnnclples and alt apphcable rules d specIficatIons 1 f er agree that lor my engIneenn!! fIrm wilt furnIsh the appllcantl permltt lth spt of !!U1d~lnes as' dutes for maIntenancl? and operatlOn of the surface water n agehle t t 1 By / // . AFFI X 5 E A l 0 N \ ~r\ ~ ::R..'""{-\~'~rJ"'V,":,) r e ? 1 f) llf Name (plelJ5e type) ....a E No Gee, "',..~o._ f" YOJ N "-. I L~I"-", Company Na e ---- 1.- D \ .... .D [. 'R\.-:l.,\ 10". Net.... L Jf'1r> f-J"i Company Address -C-t\/Jd' A PL ,S'5 Clb CIty, State, IIp Date i / I b I 0'1' / l ~i"ll 2..."2] - t "I '-l ""\ Phone FORM 547 27/ERP(8/94)A Page 5 of 5 c~ 13 ENVIRONMENTAL RESOURCE PERMIT ApPLICATION SOUTHWEST FLORIDA WA TER MANAGEMENT DISTRICT 2379 BROAD STREET. BROOKSVILLE, FL 34609-6899 (904) 796.7211 OR FLORIDA WATS 1 (800) 423-1476 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 SUBMIT ALL INFORMATION ON 8 1f2"BY11"PAPER PrOject Name. County Owner' Applicant' Applicant Address. 2050 Coral Way ~llIte 501, Miami, FlOrida 33145 Madl!':on Glen Apartment!': Pmella!': Madl!':on Glen Inve!':tments I LC 1, _ Indicate the project boundanes 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, Sectlon{s), Townshlp(s), and Range(s), and detail sufflclentto allow a person unfamiliar with the site to find It SEE ATTACHED REPORT 2 ProVide the names of all wetland or other sur1ace 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 Flonda Water or AquatIC Preserve N/A 3. Attach a deplctton (plan and section Views), which clearly shows the works or other faclhtles proposed to be constructed The depiction must use a scale sufficient to show the location and type of works SEe ATTACHED PLANS 4 Bnefly 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") Construct surface water management system for additional 0.248 acres of asphalt parkmg, 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 N1A 6 ProVide a bnef statement deSCribing any proposed mitigation for Impacts to wetlands and other sur1ace waters N/A FOR AGENCY USE ONLY ApplIcation Name ApPlicatIon Number Office where the appltcalton can be Inspected NOTE TO NOTICE RECIPIENT The InformatIon In thiS notIce has been submItted by the applicant and has not been venfled by the Southwest Flonda Water Management DIstrict It may be subfect to change pnor to final agency actIon FORM 547 27/ERP(B-94)C Page 1 of 1 ENVIRONMENTAL RESOURCE PERMIT ApPLICATION SOUTHWEST FLORIDA WA TER MANAGEMENT DISTRICT 2379 BROAD STREET. BROQKSVILLE, FL 34609-6899 (904) 796.7211 OR FLORIDA WA TS 1 (800) 423-1476 SECTION H INFORMATION FOR STANDARD GENERAL ENVIRONMENTAL RESOURCE PERMITS FOR MINOR SURFACE WATER SYSTEMS To obtain a Standard General Permit for a Minor Surface Water Management System, the project must meet all 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 tnformatlon requested In Section B A Project Thresholds Part 1 _x_ The total land area does not equal or exceed 10 acres, _X_ The area of Impervious surface wIll not equal or exceed two acres, _X_ Any activities to be conducted tn, on or over wetlands or other suriace waters will consist of less than 100 square feet of dredgtng or filling, _X_ The activities WIll not utIlize pumps for stormwater management, _X_ The actIVities will not utilize storm drainage facIlities larger than one 24 Inch diameter pipe or Its hydraulic eqUivalent, _X_ Discharges from the site Will meet State water quailty standards, and the surface water management system Will meet the applicable techmcal criteria for stormwater management tn the BaSiS of ReView, _><- The proposed bUlJdlng floors Will be above the 100.year flood elevations, _X_ The suriace water management system can be effectively operated and maintained, and, _X_ The proposed activities Will not cause slgmftcant adverse Impacts to occur IndiVidually or cumulatively Part 2 400-4 051 (4) . DISTRICT PERMIT RECEIVED PRIOR TO OCTOBER 1, 1984 400-4 051 (6) NOTICED DRl!PHASED PROJECT APPROVED PRIOR TO OCTOBER 1, 1984 400-4051 (7) - NORMAL AND NECESSARY FARMING AND FORESTRY Part 3 _X_ DIscharges from the site Will meet State water qualtty standards, and the suriace water management system Will meet the applicable technical criteria for stormwater management In the BaSIS of ReView described In Rule 400-4 091 (1 ), and _X_ The Suriace Water Management System can be effectively operated and maintained FORM 547 27/ERP(8-94)H Page 1 of 2 8, Techmcal 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 apphcant, Including the prOject site SEE A1TACHED PLANS AND REPORT 2. Provide recent aerials, legible for photo interpretation with a scale of 1" ;;; 400' or more detailed, with total land, project area and anyon-site wetlands delineated SEe A1TACHED 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 see ATTACHED PLANS AND REPORT 4, Describe the location, size (In acres) and type of anyon-site wetlands or. _other surface waters N/A 5, ProVIde the project site development plan and acreage of the total area of ImpervIous surface SEE A1TACHED PLANS AND REPORT 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 SEE ATTACHED PLANS AND REPORT 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, exflltratlon trenches, discharge structures, pumps and related faclhtles such as paving, gradmg and erosion or sediment control measures to be employed SEE ATTACHED PLANS 8. Indicate type of water quality treatment system used x Wet detention On-hne retention On-hne detention w/ effluent filtration _ Off-line retention Off-line exflltratJon _ Other (explam) 9, If a Water Use Permit has been Issued for the proJect, state the permit number N1A 10 Indicate how any eXisting wells 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 mamtenance entity, If the entity IS to be a public body such as a city or dramage dlstnct If the entity IS a homeowners or other aSSOCiatIon, final draft documents venfylng either the present or Immment eXIstence of such an organization and ItS ability to accept operation and maIntenance responsIbIlity are required SEE ATTACHED REPORT FORM 547 27/ERP(B-94)H Page 2 of 2 ENGINEERING REPORT IN SUPPORT OF A SWFWMD ENVIRONMENTAL RESOURCE PERMIT STANDARD GENERAL PERMIT FOR A MINOR SYSTEM FOR: ,- MADISON GLEN CLIENT: Madison Glen Investments LLC 2050 Coral Way, Suite 501 Miami, FL 33145 305-285-8979 SUBMITTED BY: GEORGE F. YOUNG, INC. 8621 EAST MARTIN LUTHER KING, JR. BOULEVARD TAMPA, FL 33610-7305 813-223-1747 813-365-0611 fax April 2004 MICHAEL W ROTHENBURG, P E FL ENG REG 33728 1 I R(J'H III "(,11'))1 IIJ'JI III I \'1,11 )j (,Ie" ,1", ,I'!I{\'J'j\,'-WI II Ill) I{I "\Jl{1 l\O' TABLE OF CONTENTS VICINITY MAP LOCATION MAP I INTRODUCTION 1 II EXISTING CONDITIONS I III PROPOSED CONpITIONS CONCLUSION 2 IV 2 APPENDIX A APPENDIX B APPENDIX C Supportmg CalculatIOns SCS SOlI Survey for Pmellas County Ground Down Engmeenng, Inc Geotechmcal ExploratlOn dated February 19,2004 Ownershl p/Deed Documentation Operation and Mamtenance Agreement Letter APPENDIX D APPENDIX E EXHIBITS I \1'11{jIU I" "Jl, U I ~ 1-1)1)\1] UIi Ivt"I"",. (,I. I.'due .J'I:.HM II ,,::,V, I \V j\]1) 1\ I 101, I '('\ ENGINEERING REPORT IN SUPPORT OF A SWFWMD ENVIRONMENTAL RESOURCE PERMIT STANDARD GENERAL PERMIT FOR A MINOR SYSTEM I. INTRODUCTION The Madison Glen Apartments, Clearwater, Flonda IS proposmg to re-comtruct theu eXlstmg parkmg faCIlIties m an attempt to mcrease their parkmg count from 80 spaces to approximately 154 spaces The eXIstmg bmldmg, whIch drams east to the ,~eglonal 'itorm water pond, will remam The parking and paved areas wIll be for the most part re-surfaced We mtend to add approximately 25' of new asphalt to the west of the eXlstmg parking area Islands WIll be re-shaped and re-alIgned for angle parkmg The parkIng area WIll then be completely re-stnpped The proposed project IS located In the CIty of Clearwater, Flonda at 701 South MadIson Avenue, north of Drmd Road It IS bounded by MIchIgan Avenue to the Ea'5t and Turner Street to the North The parcel area consIsts of 5 32 acres, more or less, In SectIon 15, TownshIp 29S, Range 15E of Pmellas County (refer to attached COn'5tructIOn drawmgs) II. EXISTING CONDITIONS The area upon WhICh the Madison Glen Apartments eXIsts does not appear to be currently operatmg under a Southwest Flonda Water Management Dlstnct (SWFWMD) EnVIronmental Resource Pemut (ERP) The eXIstmg SIte IS dIVided Into two (2) sub-basms The EAST Sub- basm IS approximately 3 16 acres Storm water from thIS basm IS directed to a large regIOnal wet retentIon pond The WEST Sub-basm IS approximately 2 16 acres m size Storm water from thIS area (generally west of the eXIstmg bUlldmg) IS duected to a small depreSSIOn (or swale) along the west property Ime ThIS depreSSIOn IS full of vegetatIOn and underbrush Storm water fIlls thiS depreSSIOn and overflows mto an eXlstmg CIty curb mlet The CIty'S storm pipe then dIscharges storm water mto the eXisting regIOnal wet retentIOn pond to the east SIde of the eXIstmg bUlldmg The Federal Emergency Management Agency (FEMA) Flood Insurance Rdte Map (FIRM), Commumty 125096, Panel 0015 B, dated June 1, 2003, shows the property to be located m Zone 'C' (refer to attached FEMA exhIbIt) Zone 'C' IS an area of lTIlmmal floodmg outsIde the SOD-year flood plmn The Umted States Department of Agnculture, SOlI ConservatIon Service (SCS) Soil Survey for Pmellas County IdentIfIes the SOlI at the site to be predomInantly Urban Land (Ue, Up, Urn) which conSIsts of made land, typically lTIlxed sands to a depth of 80 Inches Hlstoflcal season hIgh groundwater level not available (refer to attached soIl survey exhIbIt, and Pmellas County soIl survey located In AppendIX B) Ground Down Engmeenng, lnc completed subsurface mve~ttgatlOns and mflltratlOn testmg m February 16, 2004 m accordance With ASTM D-1586 and ASTM D-3385-75 respectively (results and IocatIOn& of the soil bonngs tests are located III AppendIX C) The 0;;011s were I \PI<! 1JI ('I 1 "l(nLl~ ,1"'iI)lil-(J{) rvld!"'('ll (,IUill1('1 \PIc,R ,,1 I I \,~\,'l W\1D !{ll'(),{ I Il\~ determmed to have an mfiltratIOn rate of 40 Inches per hour Groundwater was encountered at approxImate depth of 9 feet below the ground surface The esl1mate for SHWL IS approxImately 6' below grade EXIstmg grade IS approximately elevatIOn 260 at Bonng AB- 1, therefore the SWHL is approXImately elevatIon 200 III. PROPOSED CONDITIONS ThIS permit IS requested for the constructIOn of 10,804 square feet of addItIOnal asphalt to mcrease the eXlstmg parkmg facIlItIes We propose to re-construct the eXIstmg depres'SIOn along the west property hne and create a defined dry storm water management system The ProP9sed constructIon WIll not encroach on any wetlands or other water surface areas The project area WIll consIst of the WESTERN Sub-basm (2 1576 acres) only The only dIfference from pre-development to post development IS the addItIon of 0 248 acres of asphalt to expand the eXlstmg parkmg lot A, CITY OF CLEARWATER IS requmng the followmg for desIgmng the proposed storm water management facIlIties 1 Account for the eXlstmg storage m the depreSSIon along the west property boundary 2 PrOVIde treatment of the first W' of runoff of the area drammg to the proposed pond 3 ProVide attenuatIon for the additional pavement for a 25 year - 60 rmnute storm event B SWFWMD IS requmng the followmg for desIgnmg the proposed storm water management faCIhtIes 1 Account for the eXistmg storage IS the depresslOn along the west property boundary 2 ProVIde treatment of the first W' of runoff of the area drammg to the proposed pond 3 Mamtam the same discharge (no net mcrease) for the sIte 10 post- developed condItIOns NOTE SWFWMD criteria appears to be more restrictive than the City of Clearwater. We will use the DHW in the pond and the top elevation of the control structure to be elevation 24.46. This still provides at least a minimum of 6" the City of Clearwater requires. 1\1'1{1 )11:.( I 'L 'j(,\(II_ I (lU(\ l-lI'J \<1,,]' <'" (" 01,1 (. ,1'1,\ ~'1I1" ~\il Vi ylU I\LI'I]I{ I 10.. IV. CONCLUSION The proposed Improvements to the Madison Glen Apartments wIll not adversely Impact the adjacent propertles dnd due to the downstream floodmg condltlonS wIll be an Improvement to eXistIng condItions for both quantlty and water quality There IS no addItlonal runoff from the addItIonal paved areas dIschargmg dtrectly to the regional storm water pond east of the eXIstIng buildIng In addItIon, the eXlstmg depresslOn has been accounted for m the proposed pond Also, the entlre area drammg to the pond has been treated, pnor to discharge The proposed storm water management system satlsfies the treatment reqUirements of both SWFWMD and the CIty of Clearwater MadIson Glen wIll be responsIble for operatIng and mamtammg the storm water management facIlItIes along theIr western boundary An Operation and Mamtenance letter IS attached (refer to AppendIX E) I Il'ROlli II, \'(,\1)-\,!II!JIIlIJIi\I"d, o,,(.IUI,JO, PI 1.(\'11 l'l\\\\-I \\',IUld 1'(11<.1 J{" \ APPENDIX A Supporting Calculations D Stage - Area - Storage Calculations D Pre- Post "CN" Calculations D Stage #1- Depressional Storage Volume D Stage #2 - Treatment Volume D Stage #3 - Attenuation of Proposed Asphalt (City), D Stage #4 - Attenuation of Proposed Asphalt (SWFWMD) D Proposed Pond Volume Requirements D Pond Volume Recovery Time Calculations I \]"{iJ!I _ I Ii '\Jll\\ll) I li hI! OU ,\'II,lJwn (,IcI"dul 1'11<]\11] \\~\; l-\, :V1L, I{II \el{ I ,1, <. STAGE - AREA - STORAGE COMPUTATIONS Pond Sta~e (Elev) Pond Area (SF) Pond Area (Ac) 1: Volume (Ac-Ft) 2200 1,900 o 0441 0 2215 2,370 o 0544 00074 2230 2,818 o 0647 o 0163 2245 3,266 00750 o 0268 2260 3,714 o 0853 00388 2275 4,162 o 0955 00524 2290 4,610 o 1058 00675 2305 5,059 01161 o 0841 2320 5,604 o 1287 o 1025 2335 6,149 01412 o 1227 2350 6,694 o 1537 o 1448 2365 7,239 o 1662 o 1688 2380 7,784 o 1787 o 1947 2395 8,326 01911 o 2224 2410 8,810 o 2022 02519 , 2425 9,294 02134 o 2831 2440 9,778 o 2245 03159 2455 10,262 o 2356 o 2504 2470 10,746 o 2467 o 3866 2485 11,230 o 2578 o 4245 2500 11,715 o 2689 o 4640 I \!'I{l) II ( I'll i'.(,\IJJ ,I-DOl) I-I)() \'1 Jdi>oll ( ,kn\dm \I'L H \111 "\\IIgC )1\'( '[~l Cell! UI,Jlll']]'., ll'll. MADISON GLEN PRE-POST "eN" CALCULATIONS PRE-DEVELOPMENT CALCULA nONS AREA (SF) AREA (ACRES) "C" VALUE CxA - ~ PervIOus Area 31,368 07201 020 o 1440 BUlldmg Area 176 o 0040 095 o 003 8 Pa vementlConcrete 51,531 I 1830 095 1 1239 DepreSSiOnal Area 10,910 o 2505 100 o 2505 TOTALS 93,986 21576 15222 Weighted Ole" = 1 5222/2 1576 = 07055 POST-DEVELOPMENT CALCULA nONS AREA (SF) AREA (ACRES) "C" VALUE CxA Pervious Area 19,916 o 4572 020 00914 BUIldmg Area 0 0 095 0 PavementlConcrete 62,355 1 4315 095 1 3599 Pond Area 11,715 o 2689 100 o 2689 TOTALS 93,986 2 1576 1 7202 Weighted "C" = 1 7202/2 1576 = 0.7973 I \1",011-( I IH'-G lIP I lI"PI-()1l \1,I()., "' (,llllld",\Pj RMII ~\I'" p", l"\! ( dClll,Il">n' <I'K STAGE #1 ESTIMATE OF DEPRESSIONAL STORAGE VOLUME Estimated Top of Bank - 25 0 EstImated Bottom of DepressIOn - 238 Estimated Length of DepressIOn - 350 LF EstImated Average Width of DepressIOn - 27 5 Feet Assumed Cross sectIOnal Area (fIlled wIth debris, leaves and underbrush) ESTIMATED VOLUME OF DEPRESSION: 350 LF x (27.5/2) x 1.2 FEET = 5,775 CF or 0.1326 Acre-Feet I \1'1\ [) II:/ I \I-_~,' ,\11 ~ ( I-I J( 'll i-IJ" tv! ",II'" ,n (, ILlI lei "c\l' i- [{ \1il ">' \, Jill"" "I DU>i' ,,,on dOt STAGE #2 TREATMENT VOLUME Area drammg to the proposed storm water pond - 93,986 sf or 2 1576 acres Cntena for both the CIty of Clearwater and SWFWMD IS to treat the first Y2" of run-off over the area Therefore, the total volume reqUlred to treat IS 93,986 x 5/12 = 3,916 cf 1\[>1/.\)11,( [\1 :-.J(,\,jnl-IJII(IIIJ{I\1ld"l,~(,I'Il.u I,\!'LI<lIl1I '>, 1 rtdIfll{1l1 IOlllln, <i,), STAGE #3 A TTENUA TION OF PROPOSED ASPHALT (City of Clearwater) City of Clearwater IS requlflng attenuatIOn of the proposed asphalt for a 25 Year, 60 Mmute Storm Event I (25 Yr - 60 Mill) = 3 7 mches or 0 3083 feet Proposed Asphalt Increase - 62,355 sf - 51,531 sf = 10,824 sf Q = CIA = (095)(03083)(10,824) = 3,170 cf or 0.0728 ac-ft I \ PR 0 II ( 1\1 N( ,104 < 1-lltllJ l-lJll 1\ 1,ldl'c T, (J 1~111 1<'(\ I' cJ{ \Ill I ,,\,1 Ilt 1l~,ll'o', ,\1 f'L ()l'l"L (I ,\ 'ph III ,LU, STAGE #4 I I I I I I I I I I I I I A TTENUA TION OF PROPOSED ASPHALT (SWFWMD) SWFWMD is requmng there be no mcrease m discharge from the Site We WIll reVIew thiS reque<;t u<;mg a 100 Year, 24 Hour Storm Event I (100 Yr - 24 Hr) 0::: 12 mches or 1 foot Proposed Increase usmg difference m "CA" Q;;:; CIA;;:; [(CA)posT- (CA)PRE] I (lOO Yr-24 Hr) [(1.7202) - (1.5222)] 1.00;;:; 8,625 cf or 0.1980 ac.ft I \PRilJI ( I ,I \)ll\lJ~ >1 J{'lil {JII \L,d ,"" (, LIl\lJ'I 11'1-"1(\111<" tllklll ,L'Od "I P,U)'I 'c.d c..oph,ll\dl'L PROPOSED POND VOLUME REQUIREMENTS (City of Clearwater) STAGE #1 EXIstmg DepressIOn Volume - 5,775 CF or 0 1326 Acre-Feet (This volume eXIsts between the pond bottom (ElevatIOn 22 00) up to elevation 23.42 STAGE #2 Treatment of the fust 1;2" of run-off - Volume = 3,916 CF or 0 0899 Acre-Feet (ThIS volume eXIsts between elevation 23.42 and elevation 23.95) Add thIS volume to STAGE #1 Volume for 9,691 CF or 02225 Acre-Feet (ThIS volume eXIsts up to elevatIOn 23 95) STAGE #3 AttenuatIOn of the addItIonal asphalt pavement ~ 3,170 CF or 00728 Acre-Feet (ThIS volume eXIsts between elevation 23.95 and elevation 24.31) Add thIS volume to both STAGE #1 and STAGE #2 volumes for a total volume of 12,861 CF or 02953 Acre-Feet (This volume eXists up to elevatIOn 24 31) NOTE: FREEBOARD PROVIDED = 0.69 FFET j I'RlJ II ( I d- ,,< ,'II I" I 1)11\)1 IJ(I ,\ L.I~L""I (, ,n\,Jp, 11'1 '< 'vlll-..\P" ,d \ Ullll'Ll l ,Ill'l,ll"'>]' ,jpc PROPOSED POND VOLUME REQUIREMENTS (SWFWMD) I I I I I I I I I I I I I I I I STAGE #1 EXlstmg DepresslOn Volume - 5,775 CF or 0 1326 Acre-Feet (ThIS volume eXIsts between the pond bottom (ElevatIOn 22 00) up to ~levation 23.42 STAGE #2 Treatment of the first W' of run-off - Volume = 3,916 CF or 00899 Acre-Feet Smce we are proposmg to store 100 Yr - 24 Hour Storm Volume m Stage #3, this volume IS mcluded m the volume below STAGE #3 AttenuatIOn of the addItIonal asphalt pavement - 8,625 CF or 0 1980 Acre-Peet Add thiS volume to STAGE #1 volume for a total volume of 14,400 CF or 03306 Acre-Feet (ThIS volume eXIsts between elevation 23.42 and elevation 24.46) NOTE: FREEBOARD PROVIDED = 0.54 FFET I Ii'RUIH I I ~(,\Ih' I ([(,PI-1J1l \11,1,11,,," ("~Il\",)t II'f:R vll I \\1'" \et \ Uillll'~' ,li,lllllW'" 'JO, POND VOLUME RECOVERY TIME CALCULATIONS I I I I I I I I I I I I I I I I I I I I , I I I I CITY OF CLEARWATER Recover the entIre volume (DepreSSIOnal storage, first Yz" runoff and attenuatIOn) Volume III the pond IS approXImately 12,863 cf, PercolatIon Will be over the average area (2431 + 22 00)/2 Use elevatIOn 23 00 or 5,059 square feet Use a Safety Factor of2 for the percolation rate from the DR! Use 2"/Hour or 0 1667 'IHour INFILTRATION CAPACITY - (5,059 sf)(O 1667 feetJhour) = 843 cf/hour POND VOLUME RECOVERY TIME -12,863 cf/843 cf/hour = 15.26 Hours SWFWMD Recover the entIre volume (DepreSSIOnal storage, first 1Iz" runoff and attenuation) Volume III the pond IS approXImately 14,400 cf Percolation WIll be over the average area (2446 + 22 00)/2 Use elevatIOn 23 00 or 5,059 square feet Use a Safety Factor of 2 for the percolatIOn rate from the DRI U5e 2"/Hour ar 0 1667 '/Hour INFILTRATION CAPACITY - (5,059 sf)(Q 1667 feetJhaur) = 843 cf/hour POND VOLUME RECOVERY TIME -14,400 cf/843 cf/hour = 17.08 Hours r \1'kOIl"\ III :\(,IU~lllJlldl.lhl",1 cll'UII(,I,,,ld,,\,I'1 IFI.III<',h'"1 \')''''HL l<eU".'I Illle ("kHI..I,,,,,,d,, SCALE' DATE N,T,S 04/04 MADISON GLEN 701 S. Madison Ave Plnellas County, Flonda Section 15, Township 29 South, Range 15 East 1,( George ARCHITECTURE · ENGINEERING. ENVIRONMENTAL LANDSCAPE ARCHITECTURE. PLANNING. SURVEYING. UTILITY ST PETERSBURG. TAMPA · BRADENTON . GAINESVILLE RESPONSIBLE OFFICE 8621 Morbn Luther KIng Blvd E Tampa FL 33610-7305 Phone (813) 223-1747 Fo~ (81.3) 229-0657 F. Young, BUSINESS 021 Inc. SOilS MAP Plnellos County FlOrida LICENSED Smce 1919 APPENDIX C Ground Down Engineering Inc., Geotechnical Exploration I I I I I I I I I I I I I I i 1 IJ I{()II( ["I ,,(,\II~,I L1IIOJ U(J'vl,U"(l1L(d~L1,l,,,_\[>LJ{lV]ll"I.'\\' !-\\i11)1{11'()[<1 "lIL 11 , i ~, ''... f"<' , 1<' r t :; .-., 1..)" ~~ {" (.... ,: f , February 19, 2004. ,~t,~'::, , , f,. r l ~.f I) ~I ~ J;~~ I ( t r >;. 'e. l ~ ( ~t~1.J1I..: kl \; f:.r/ ~""~ ~~\ ~f< ~ ~t~ :F>.rj:f'~( ~l ,,' Damel Kern "<'. '~';~L ~\ '" \ <, c, /J; -;'l'~ Q~ '" - ...~ '" (,11 _ -' ,;;v ~:~'~J ....... t ~ I- ...,1 ,,', Madison Glen Investments,"LLC <"" , , "lr -"~rt'- ^ i ^, '; l ,20l50C6raIWaY<"j" ,~",:, :," 'jF~ .', ;", <\f', ,1" ~ ,,,~", I ~1 , "lZ \ r"SulfeI50,1, ~ ~'\," '~'~! ~i ,,'~.;'~~,"l'~.:;' '~c~1 '. r' ~ / ~ '^ ~,1 '/-,li'.:} , \ ~ ',,' '. (,GROUND DOWN ENGINEERiNG,INC. -', M - F.I' d 33~45 ~ I ...tl tF....I-' 14~.. ~J (........ \~l V.}T 7;i \ ~l-t"\. 11 ~l;!" 1 't~ laml" on a' 'I' "i-l;':.-:"~"~t,;J-:", \ . '~'-,' ,~" '1."-"", ,\, .', ~'~... Jt j)\ {ry J I~i"" .....- t" :';'ll.t:.,iJ 't'i.~~JIF....~"""''' ...,.l'""'"f~ ~'lI {'t~1.rf ~I l,.",,"" ~l!~~,\ ~f~f ~1;:.L(t~~~I;~:-j,:~~~:f~."\\t-' ~~~<~ ,r:::. i3-./ J'I' .. "'~~~J -t uk \ f ....: r~'" t ..,~ ;r, -,. ... ..., '<1-" ~~.... 1;'- . ~ .... ~ ~~.. ~ T .. . ~ ",Cr, ""RE: "'~epo,.{ otG~ot~chn'i~~I'E~plor~tio;' '\', r. ":- ~':'~', ,,~ { ':;,~' ,'l:~,' ," > l' '. ! ,,~\?'1 ',(~}< ';'~~~, ~~1n~:~~::~:~~~~~~~>: ::,: '" ~ ~~~ ~:,:.I: [~c ",' ~['; ~:) ;~~: ~,~~~' > {~:,J ," ~.' '( ~ 1,,' " f'.....,.:>........ ",," ~)1!- P" ,.. 1-, 4' 'f :-. Itl -lj-- 't tl....\ i.f "r"f~ r.; ~ J 1--"' f:'.,.....p .,..';\,.~ ~ r t.... (\1 J...\ f r f' ~;:(~Tt; \ t ~" 1 ." Pirie lias County, Floriaa ~ t.,r}~~'" i r tt~ ~ t "I: /A ~ :~v ... (.,..tJ.. l~" ......1 \ ,t..1 t ~ >:.. 'I - !. ," " - J>- ~ 1 1"). ~..... r i C7:t~ i'<-i~f~(~\GDEJobNo.04~19!~~=~~ l;tr "1~!\~1r~ ~t~~t'f ;:;~\ (~~~ /1\V~~j4L~IJr~~j:f~ It-''~:i ~0 ~ ~ i ,,:,"\\,0 \~1' '0-" \ - & I~ ;+t l;.l<';} I \.......1~....'r ../1/ :;i ...~~ tIJ,;(ofr~ l~l~~ '" I -'~':l'"} Oli....~, .. ~ 1111 l ! I ;, [I I"'> ~~ ~ ^ l\..l'- \ .. .,. ;>OJ......... '''' .. -'I- 1 t.. i: ~ ~ ~ "l.. ~ .." ~..J- ~ ~ ':I.. .} ~ ~~l ~ .... ~ <{ r 1"'"\ .:. t ~... j I J' _ i .... .!..~ ~;;~:) yo,~tID' M1 K I ~~ ;i~~" I;-J i.~...:; J~i.~ ~ .....~:..~;............\~) t c 'if _fJ: ':. ~\_~l .....:\ J- 'f ~ ~...,! .J \ ~- ..... { V....~....{"';\fp...l... 8r-ar"4 [, e~f1 .. )'>, -?1... t:l"\-'r"'.:.~~( "1' ~\'t".f'} ~"";l ~(~}-.l.t ~l..>f If:;:r,. ~~ ....... ..,.. I ~'J ; ....'1o!'~ I,..fb ,If ~~""J.Ir'" .... ..c".....} h J:..... 1 ~ ~.....'-..... l'.:~-,..q.~~\t, ~ 1J \~ 't'JJ."\zT: J~-~~""" (ll;I..;.,~-''\.-''~tt\-:::!t ;..~ ~7 '? ~ ~-ll t1 ~ \: " ~.....I' :;:.,11.... TlJ~,.'-b.1 ?.....".:: ....\1 ",:"1 \ y '~1 \ ~ I.:ff\~f'~ ~'~~;GrO~~d'\~D~~~n~ !En~gin~ering::"i~~;~(G~~) ',nas';c~rr:~iet~~ ':~h~~;~ecit~c~~;bal' ~~~'I~~~tl~ri f~r'.th'e ,~\ "t .C, ~ r~~~~~~ ~~f1refer~hcea proiecHhat ydu(illitH6n~~d <rhe purpo'ses of tHIS study ~eri; to ~xplore general subsurface' '~ ,~ \ ." , ~~_~ f~1:~ ;~~~co~glt!~~~;at Vl_e pr?pose~,s~t~;~nda2' use t~e data ,obta!n~d t~ de'{elop ~ngl ~e~r~6g _re,9o~mendatlons . "--y:l~- i" ~to'gUlde ,the deSIgn/of ponds"and ,roadways' ~ Th IS report descnbes,our eXPloratlo,n proced ure, presents ~~r~:t~" ~1~fl'~ data~'o~t~I!:1~dF:~nd~\pr~s~~t~i:9~t;'co~ClU~lo~i.~r}~ recci[11rh:~da!I~~~l,;~ ~rd ~~~ fth~,g~9Jechn Ica,I', 'I !ct. , ,"" ''''englneenngaspectsofslte ;; ~'k", ,,1>:,' _ ~~,-:c' ',h' v,' ',l:{'-'{'~};>",,"; '~,~<.1.. ,- ~...t ~J \ '\'.11 ~ \ ~ f 4t'" -.: I \ .... ~1'" . "'''ft~ .l. ~ ... '<' II' ~... i-'" /:. {......-.;:... ~ ..... T:P. 1... ~_ - .......,= ~I ~ S ~"n 11 ~ 1.~..1 roW ... I ~ ~ ~ ~ ~ ..1 f ~ , f I /~-./-l ~ ~... ( ~:~~ti~ ,>-lj:1"'t ;_\Iq~~<;fY~__/':.\~l.. ,I r ~\~.:~,~~ ~.tj\{~_ \---~:{~~I<~~t~~....&31*.jl / '" _t.~, \~'\, ff ?-:i ~#'{t/~"'':~ :~~)t'!"~~~->~I"'~7<"~~'~;l~1~~ llll l-.~1\~~1/\ ~ ~e~\,'?'i'''''' ,-~ln,sl!lmma!iYi:based on}tne'resultsfofthls scibsl..lrfaceJexplor.atlon::ltrappears that the solis at tne slte,are ' ~~' '.Jfi;lt~j ~!:;~~1~~~91~~fer~dE;v~lqpm@nt~of:th~!pr_bp.lo,se~ ~f~~~Way:a?~~Ps~d:~~~~ti9~S"_!61Ig~i,~~ ~!~~ ,~,t,e'.pr~~~~,ah?'~'J ". '. . i'-<':" ' f" recommendatlor:1s~presented 1r:J'thls,report ',~' ..~, '-11'" 'J ,_ - h'~' v\4-~J< A-\", '_: r~.::;. '",' ,'~ ~ ]'., ~ '_ t) (" ~ 1.[ "''j.r';~ If J ....j t I~ j"'l ~ l) ->:T \ \ ~1~'" \ ~ l '!..fer. '"l-1""'j \~I I .............1~~1~...!'- ""'t ....~ ~~~n ~.... "t~~..}'f"....J" "1 .l~~~""- 'r.;l4 (,10 "-;"'.,-Jf "_ ;11 1~"'- It ~l \ .-...\' [>"1.....'1'>1- t ....cr 'lo1, :\~~lI'7~ 1....:.r ~:tt-~ ",,"J1:l-j;- ~~A,.;~l/" -\-~ ! ,t r- ..,l.-r.tt !~ ~~..(,\Y ... \.~ ~ l....-...'l.~l.t: 1.1'" ~r-ll{!f ITi'll It",rl ~~~ t'! 'l:f.t.....:! '" 1, i .....~ , \ ~/! - I L ~'~ Of l ';'~ -,: } '" \ 1 .,.~C ~....... ~... ... J " i' ..- 1 ~"(- . of '" ~ i~liIi~~~~. ,:,\ ,.GDE;,,!pprecJates,the oppoltumtyto partiCIpate, In Jhls,prpJect andiwe trust that tfie Informatlon,lncluded 1 ,,; I:~,i :'-~<i:'~f;~~j;j,;th'~lle~r;t"s,~sUff!c,e~t~lfor_ your _deSign' If'yo'u !1av~ ,~my 'q~~stlo~~~O[ c~m!!lent~ [co~c7~;'I~~ the' ~<;~.' I 1 <'contents OUhIS' report please contact us' , , " '<") ,c_,,'" "~ n " ~ 1. '_'( " , 1. \ ~ ; I' T".... J ~" ! l~ .... ,;-:J4 "~J l ": 1( .. r-..~ 1 \_~ ,:,: \, { f ~ 't.,j-l", ,(, J" ..tit r "" \ ~I'.... t '"' ... ~i'.,( 1(\ I.... q \ t)1 ~~... " ~.., \ ~ I 1> ~ I;' ~ +.. ~ l ~ ~... 1 1 ...t4JJ/'l ~.... ?~.... ,..~~ J.., l~ }.... 1'11., \ JI~ ~"'!-l ! \..... I ~l~ \"-')t1"l) ~-\oJ ~ ~~& )0'-' t...l,"'~'\+1 ~ -~ 'Slncerely,\,.,..J :: ';~~','~" <, ", ';,^~ ~',t,'1 '.":"',,,',' ":"'t,~~ t -', ,',}. t'-I ,,\' ,;,''i~~: o'~~J' ~-;,/"" 1"'0 ,.' ,,. I, I,'j>r,~\, '~;~: 01f..:",,:,\,'\:'''-Y~~:(' (. ~'.\_ HI}" ~:':: "G ~o ;'1~ 005 X~i~~?9::~:?~,~. ' ': :'1 ~:~ :>j,' , !. ," ,: ..:' " "" ," ' , "~C'~~ak,~1'4/0Lf '.' ,,' Vice President' ' , FL Reg No 5701.8 ' t ..... 'Ie Iii I '~ " ~. l' , ,~ "" , I"" tl , , '. 1 , j'" " .' ,T ~ 'Ii' } ;l;>1, ~ It \ '. 3-".... , ' '''\- r\ , I r Tl'" ~1~ tI , I t " "'< ,.,~l"t\ J"- ;t~'~ ... b 'i f"",,~ :r) "'r,;. f;; "1\) t' " , I' " " < , ", - , '\ , , , " , \' c " ,/0 . ~q -,' , " " " , , " , \ , ., ," ;, ) . , \, I_ ,", , n, , . ',' \ ( , , i " , , ~, '('- <T a' . ." '. t~~ " - ,. r~-"T " . " , ~- . , 0 , .' , ..)~ ~.:t ~ ) 'U , 'I , , " ~, , j, , ' , " "-, 1 JilL- " ,~ .. , , " " > < , , ;0, 1 , , - , " , , , , " , l' '" t?t!" , J!l~ I, ""''''11. <' I ., _i~ .. 9232 RHEA DRIVE. ODESSA, FLORIDA 33556 . PHOH-E 813.920.'089 . fAX 813-926-3480 ... ? f' '" l. i \ ~ " " " <, , o " . " , ' I I , I ' , EXISTING SITE ..................:............. ....... ~............. .................... ............... ... .......... .. ....... ...1 PROJECT ApPROACH. ................... ....... ...... . .. ....... ......... ...... '. ..........:.... ...... ........ ...... .1 , SCOPE OF WORK..........:......... ...... ........................................... ...... ................ ........ ....... ..... .1 I' SOIL SURVEY REVIEW .:.....................................................................:.........'.................. . . ...... .......2 .l." ""I' $ r ' su as U RF ACE EXPLORATION .......:......... ............~.................................:........................ ..............2 I I t I f' I I ',_' FI~~~~~:~~~~~~.ti~~~T~~.t.B~.;i~~~.':.......~.................. . -....................... .. .< ........................... .~ ~" " " , , REi~t:;~:-::Z:~:-~~.:~~~~~~~~~~.~..:.:.... :................:......:...:......:.::... . ... . --.... ... .. ....~ f~' , ,Groundwater . . . 3 I" .,:' Dou,ble Ring Infiltr:~tion- Test Resu/~s. ' ~ . .' , ~',' 3 I ' 1 ',k RECOMMENDATIONS AND CONCLUSiONS........:................:.:......:..... ....:.:......... .... ........ ........3 ~.1 I. '\ t ./ t : I' '>-~., ',~t' Site Stripping '" ',<,~ ,,' ..., " .~.., ., 3 " , ,-' \ ~ , .Proofrolling ::' ~ '-~' ': '.. < ,4 I ~ ...... 'I ... \~t l.- I' ,<~),.;)" .~, Structur.al Fill ",:: .';."t . , ' ' -.' 4 ! '11, .1"'\. t ~I O"fi"'t\ ,'-. ..-L,tl " f ... ..il<l~.... It 4 ' '. ^;. ' ,e In! Ion J , . I :: ., . SOIl SUitability: 4 . .. 4 "';"~,,,"'$ \)1" ht \ Placement,--, ~l # ...,: .~'''' ~ I I \. I '1 .....~!' '"1''' '''': \ . 1 4 f I .r Il ~1. i 'I' t 1 J ~ .. .. i.. ~ _ \ l' \ .. f r 1 l<\~",- -t~;. ' PAVEMENT RECOMMENDATIONS.... ........:............................................:............................. ..............4 I ,., - ; " :', '\ Section Descnptlon ' .' . ' . - .' , 5 f -L{ I, r;.. ..... tIt ~ l,.\.) t 1" ,.. I - { ./ I - f :i,'l ~- : I, ~ TESTING 'AND MONI:rORING..:...:.....;....~............~......'.........1..;...~.........;..:.!.......:..........:..........' .........5 to''- t I 1 ... t 1 It" .. - t .... I , f ~ +:J... ' . ::).~ l~ ~ "t)o '7)- J ~ _fI , .. .. ~ p ,,',j - j \ ~ J ~ .; ",r ~ 't I -'I ~ .1,.. 1. I.. 1 ..... . " .,. \ .....l~ J I I W ~I \ , ILIMIT A TIONS. ....l.....:~.:~..~.....:..~......................t.......~.......~................l........;...................... ..... .....1...:.... ..5 ~ I J I I', -: ' , , I'> [ I t I I I I I I I I III TABLE OF CONTENTS PROJECT INFORMATION.:......................... ........ ............ .. ............ . . ..... .... ....... . ........ ...1 . , , , .1 t \ ,l; ATTACHMENTS ., , ,I . " , .' I , , - , , , ... , " , ' SIte Location Plan (Figure 1) - Bonng Locatron Plan (Figure 2) , I Soli Profiles (Figure 3) DRI Results , . " MadIson Ave 5 , Clearwater, FL Pmellas County, Flonda GDE Job No 04-319 Page 1 lit I, PROJECT INFORMATION Existing Site " '6t.t . { tJ~ .. \; v' ...~ I. Based on the plans provided for our reView, '<we understand that the site IS located at 701 Madison Avenue South In Clearwater, Plnellas County, Flonda (See Figure 1 for Location) The proposed site Improvements will consist of an'lmproved parking lot with an associated stor'mwater pond' Our study addressed~ geotechnl,cal, design and constructlon'~ecommendatlons for the pond and roadway site Improvements tl:1at are planned for the project Foundation recommendations for the structures were not requested or proVided . ' - '; ," ~ "1 ~ - i r\~ ~ I f .J. -f , " We have ,assumed minor 'ear:th~brk will be 'associated With the site d~velopment and anticipated fill quantities will 'be approximately 2 feet ' , I ~' 't' I . " 1. J::-- t:.J ~ '", " ' " It ;~ ~ )1 ~ .' ,~ , " , , '. Project Approach '. . . Ilt I' \ I r ~ ~l .' t f- ! T I ~ ;> 1\ ~The objective of the ,geotechlillcal investigation for the proposed project was to obtain Information , ,,,.' " concerning the subsurface'condltlons over the site In order to make geotechmcal englneenng estimates " .,' ," and recommendations In, each 'of the following areas ' ,:' . - , ': " _ , \ ' , :~ , ~t ~ ~ :'::~ 1" · " '~Oll strat;~r~PhY at ~~e bonn~ lo~at;ons' and the developm'e~t of the ~p~roxlmate SOIl t .: ' ; ,profile " " - , :1 ~ ,.. ;>' ~ '" "l'" 'I.' ~ .. I II. t -,1 ~l t I.... \ r,.. { ) ,~~ Sf' ' \ ~) \.," ^ >, 'GeQerallocatlo~'and descnptlon of potentially deletenous materials which may Interfere i, '1' ":' -' ";l' . '-wlth'constructlon pr,ogress,or new.structure'performal1ce, Including buned or surfiCial ~(~- '_: " ,,\- ~ -, - ~ 7, eXisting ,fills, organics, construction debns, etc ! >' . '." '" ~" " " HI" +. .... , \ .., '"" \ "'- ..,. l,," "" : ,..... l,.. \1-11.~ 1 ~ ! ~ .,tf ~.t"'" , f ~ l.;~ I 'J I" .. ... r" ~ '" t ~'\)' .,h( ',,,, I~'.'J"\ f Identification jof, some Critical deSign or;, construction details, including present ,\ ~- 'I" I ,~. : ";groundwater levels, estimated wet season levels, and seasonal fluctuations In the site Improvement ~n3as., j - , ( , . Engineering cntena and recommendations for t~e placement and compaction of approved fill matenals (If necessary) In and around all proposed pavement areas DeSign and construction recommendations for a, preliminary recommended pavement section consldenng the estimated hmerock-bearlng ratio of the subgrade SOils and the water table conditions ' , . Scope of Work In order to address the above obJectives, our scope of work for thiS project Included the follOWing . · ReViewed available published Information on the Site, including the Umted States Department of Agnculture (USDA) SOIl Conservation Service (SCS) SOil survey data for Plnellas County · Conducted a subsurface exploration program consisting of SOil bonngs, subsurface sampling, and field-testing Our exploration program for thiS project consisted of conducting 1 SPT bOring to a depth of 20 feet below eXisting grade With one Double Ring Infiltration test for the proposed pond area and 5 hand augers to depths of 5 feet I"';>.t~"" ~'j.!~ '1 , ,J " " _ L J _ .. ( ~l). ~ ... "- t"', 't " , , , - Madison Ave S'. Clearwater, FL PmEj1llas County, Florida GDE Job No 04-319 ({j Page 2 " , , , t ^ 1 J'~ , , ~ " , ,- ;;., I, " ., I ....i: / 1(-;'" '" ,.,.. ~~ I rt ~, j.;. ~ ! ....{" !J ) 1!.) .<, . ' " " - ~ ' , , I" , MadIson Ave 5 , Clearwater, FL Plfiellas County, Floflda GDE Job No 04-319 Page 3 Soil Sample H~ndling and Classification " , \ I t ~ .. - _ I ~ t \'... - t f t ~\ , ...!I ~ 1 \ " ,The 5011 samples obtained 'dunng the 'bOrings were placed In sealed containers to retain mOisture and ,1''1. """ returned, to, our ,labo~at6ry,:'" The'tsamples were then, reviewed by our PcoJect staff to confirm )h.... ",.t Clas~lflcahons, visually estlmate,the, relative percentages ofthe sQII's constituents (sand, clay; 'etc ), and ~~')#: ", ~> 'ldef1t1fy~pettlne~;'t, ~tqJcturall~at~re:s} :!fj~ stratlficatlo~ jlnes shoWQ on ih'e bonf1Q records represent our :~'}" ,? ln~e~pretattOl")i,of, approxl'rlate ppu'"!.dan~s 'bepNeen'sofl typ'e~ The>t.ransltlon'between'strata may be , '.1\ ~ ~ ,l;., grad ug;1 ,Qucclasslficattons are based on, a vlsua I estlll1atlon of the SOil properties and'our englneenng ~'~:{1J :;, eiperleri6e With :the.solls)c)und' In thiS geBloglc a~eal; 'I- t '", ',::: {", ;,::;'},~~ .,\}r', 'f': ,t: ') '/1 "f~,' , " " I::. \..... .)....~ t : T l~; :.....; ~ ~... -t .... +z.- ';..... '" ~'l I l. <v>. f ~ I J.., 1.. ( i ":" 'fr" ~~ <l~ I ';, ct'" ~~..- ~ 1t?' t r "'4..." \ 1~ ,.. .... c. ~ "1:..,r ! ,.. / ~ "')" I 'f \':!.... 1 L ~ i ..- t ! I ~ ~ ~ t \;"tJ "\ fl ..... I J r f~~+ .., "" ~:( ~.... I.t { .. ... 1':f\""/}1;<y>- \~\'i'''lr~~} f..,....."'\~ \.t~t;I~l,~{'IJ~r<- "'!.0{fP~... -? ,\,,-I'"~X J r~~ \:J~~~J\""~ f<,""/ ~.v"'l'~fl~""'IS~ )~k;""~~ <c.:.~,,1>: \....... I' ~ I'''' Resu ts 1 _4 ,.., .. ~~ ~": J'..:. ~, - -r--.....~... '\. r J oJ ~ \ I \ ' I tl .... _ ~I." ,;t f -'~ t \ \ ~1.L~ -l.; .... - J'_l'jl" ~~;~:f'! ..........; \." ...1Itl;-,..".....t ; ... \:1~<"" ~ l ....~~~...: t ".I'.....~'t..: / r.... ~ \ ?IJl~~ ~~~I'~jSribsuifaceeond;tions-<L ~ l;o)1'1~',-~):~~">..l~~ \ )"i~~1:r ~<:<' '\ 'l\F"l1.~"~-::I~~11:{\..",~..~', ~!I<r..,l.. "'1/ ll~ - ;,&~l l- ~').~). ."...,.' 11,..,...c./ ...'_ 'l~':..... ~:\ { '" "'~.J JL ..: .J...,.,"'~ ~/ .J.:"':~ L;;J l.. t 1._::r: _t I" ." t ~... .Itt,.- r 1 ~ I ')1.... (~~.... ~ 1 1 '" ~ ~ I ,,"1.~.f -<- l' \r" t/ 'b {:' ~.. oJ ,"~~,~~~ y)t, ]ihe b9n ~~S g~~13r~l!y ,l?~co~nte~ea clean '(8 R) ,and:shghtly Silty (Sf?~;3M) fine sands ~Ith a,trace of ~hell \~j ,..~'J .~~~I)1~,'hlT,!€!~tone,l~ ,~ppn\,>;'Ir;nate dE?ptt:l;;; of. 5 t9 29 feet belo,W eXisting 9fade< ,~l-':", '.. ~, ; (..~ t~l~~ .J\", l, -1~r'" "1./ \~ ...1 ,~~ 1;r '{-'~~ \~ ~..:~~\. ~ ...-r'_~,^ ...~\~ ~ \ ^....~- ~ r.... ~~"-~",f!1 ~"'~"'~ 1 ~~ + j:" ...... '''.,.~ ~ J ~ <" ., , ..... I ~ ~ ~ ~ ( l~ .... "f"'''' - 1 \;r .". ,. "\.:;:.,. ;:-r~ ~...) -;, ....r l i ""p....,t-':> r l 1 f..( I '...~~ .J!f G d. t -.. } E ... (j -t"'~~ ".lo .J;) ~'..<.,"4....1 l ""Yt.) ..rt."~{_-M ~ l -<:~ 't~ ~.. I l ~ l.\,,-,,\olf ." ~ foun wa el:' -t.J~1 r f...,l, '<.. "1; l" ....{\.....-.c h'-l-l. } ....[p... "';'lu ~\t/ j, : ~ll l' ':r \ <l"-'" 1" ;.... J ~~ ~ !..oj .() ... r1 r"" J.... .;;.~ f', ' ~~ j,.{';: i'.t 1 \ ;,> I (r t (' j' I' ~ ,., 't ..-~/~ .I..... 'l" ? \ ... ~~~ ~~ J..... ::~J ~ ....l_" of 2:~"{~t\. F ~~~\.:r,jf~ ~v ..~';4~""_r..rJ-.~~;""\-(";.(/.,.E:.~::'l:r /~if l'\."l.~"~'1, J' l./",'1 t rtc....t...\ :~;~I,:.~J-;....1~.J.-.., .,,:l. ;/"'Iio'\f-~ 11.;' t~"'i ,ll~"'~"'...\ ...\ ~~~re~~ff;1<:~r9~~dWat~r,w~~< ~nc~~(ii~fedr1ifj~~faeR~~x~m~!~:dep.t~:9f,~:fe~t'bkJ()\1'~round]surf~c,~;~,t~~ saIl te5,1' ,1" \ ~'I~~>;~ lJdpon~g'!hi3t w~~,'p~~Rr'Il,,-e~, Int~@J~rV~'Ylof,120P4", I??se~ 6!l1,0~r~past ~Ite:experlepse" ~h~'results"oflour, '" : ~'. ~,f \';:;frlnve~t!g!3tlon al;li::lfrevleW,'of,the 'EiGs. sOllfsurvey,~ it ,IS\OUr opinion that the seasonal, hlg h groundwater 'i,,q,;c>~~i~a~le Will, be encoun}ered,at~R!?rbx~rriately, 6 feet below eXlstl~g groun~ surface'deRehdli;19 ,00.tl1e area ;f'ff,: " " ~.:;?f the,}~lte 'Surv~yelj elevations .w~re not available at the time of this_report ," ~J' .:( '.' "" ;". , . ~,'/~ q': l' ~,,'l,, . "4.': I" 'b't,I\\".;:~;i' t;., " '?f~" " ,"'s> :(~,,_~, ",.-~'~'\ '" ',,'" ',',)',,,) :':':."~""~';I! \ '," " ~ .).1 ~ -0;,.," ., ~1~" ~ $ ( '\ ~!;> l' '1:">.'; J J)... ...... \..... -" ~I i t... l -t -<j l I I I~- \ 1 '" I -,I: . t \ !~1:' -lJ;~' '",~I,gplfica~tJI yctufI~!?~S!! n ,thr 9 fA~ !jl~~,*ater, I~vel:> f ~h!,,~ld:.bt;l ,~xp~cteq ;dCl~ ,to""~,e~F9~~.! vanahqns ,1'1, I , 'i/ J,~'.\ralnfall:'runoff/and'otherslte-speclfictactbrs:>, '-::; "",;<;,".,'\\~.__ "~' ;<,~ ,~.'" >~.,- "',, ,-.: :', ~ ',' ' r,.,I"'-./......,{-:i %-/'-",," 'f'r......~ ~1'J ~......~I~"qf~;\./,i~f\~~y..: ~-1 l.l"'r'jr;.';lt~""",~"~:'I_ :~'J ~ c...... .I.3l ~ll T!i- '-tl~.."t ,. J;11~{~1'\4"1~ .;t~j..:,~.s'1"'''''''''/~i',1-''',~1 '" "i-;~,.;"k-r~,'::"'-.~;~~"'-r~n~"t~~li~ ~rlf.rr'"i1;j ...~~ -t" "'lJ,,"!A~"''',r4111..~~~?''~;'' ;;1~!.l,","...i.~~~i...."t-::'.rd" 1,~..,-r.-.,.t..L"'~~"'i "?~"_""""'t--~ ("ll.-l. \~'1:J\ v~'lD 1<J."b'l< f'Rf . --" 1 fill.,.} f 1,::~'" -;-l ...,!;~ ~l ..,,~ ....tj" ~.~'\ 1.1 ~- ....1 ",-t"frf,.... ~';:i'''''~J.)(' ..\".~ "tJ<t II" "'~oy'( ~.L~~<t"..; ~ ~ l.~\ -l~,.,... rl f" I <J.'T",~' au e ,ngln,tration,lest,Results,,,'"""{''''!;r.,;;; '~-",r"'". ,'ci'.~l"'" ",<~~..,..' " .. ~)'\ " ' 't::l\1?~:..:t~~; 1.~~ J\:;~ r~r'r~j~2"t;",-r\'~jt.~<}""l"\~J;~~:" ~J:....j~,f"l1~~(!~f{r/'tt~"''110<..}lt ~;tJ.,.'(..if....-,""'(y.t{;~;.{,...\~S-r:..j\~'\~rlf\'/q'Y~ t-i..l':P.'" tf.l"~"-"'"lll- ,t,-{ ~t..... \ r "'t II 1'-"*' ( ..; ... ~ ~ "-. 1 0''" -..51., ~~ ....1 j J, ft:~, . \ f ~r~l.,. t'l......,......L 1 I.i~... ~ ~ 1,> U 1,<:t .., ~ It ~ ~ ~ r ... r ... -t_ 'i:tI ".. J..,.........,:. :J.t...; "'!?\."; h~'" ~;r""~\l !!....l ...'It}....~ ~ t~ -j"ft.... ..--~;...( - f ~~... J ~ j ~? t "\,.1 ~rf''' _ ~:~t ~ -< ....... I..) t~ tli',"'lrt;;\ ~ou~le R!!'1g Infiltr;oJ'flete~r,(DR.I)I~~sts"'are u$ed,to~m~asure ~he Infllt~ailoRlra~e'o~.w,ater;-lnbat~OII ,"ThiS. \ ' ~:' ,,"" {, ~ test ~method ,provldesr an, estimate, of the .lnfiltratlon_~rg;tej~phor 40 1 ~aturatlon,.-of, 'the SOli above' the " 1n, ~ ,;"f~gr6Un~~ate",t'able ~,Th'e:testC9~ns,'stedr of :nstalhng a' 1r2 and, 2~InC~.~I<:,"",et~r; ~t~e,I'b,'1g c~ncentnc~IIY" " ': ,- ~c, Into~\the.gro~ndJo:Jt:1E?,r~:sl~ed.,t~sl}depJh', Wate~.V!:l:!5,then ~dd~c;L~tq ?l.d~slr,ed t.lead leyelln both J.::.,.'; 'casmgs and held constant .iflhe amount of water added to~the Inner casIng ys ,time was then recorded ~ ~',', , ":riThls,procedure,vyas'repeated~every' 15'rrunutes for 8'total qf 4 hours or until a stabilized lofiltratlon rate '; ',~ , '~~"",-;.was'~chleved' ,::r'he app~bxJl-ryate,tocatlori of the te~t Is}shown R~ th~ ~smng k9~atl9n Plar (FIgure 2) In ,~ " .'~;".~it~e AppendIX"\Gr'aphlcalirepres~ntatlons of the r~surts are presented In the ;A;,ppendlx The DR.! test ~t. _was (performed Iln aCGordance lwltb ASTM D-3385p 75 .Jht{ Double Ring, Infiltration test (DRI-1) , i;~t ~./ produced an'linfiltration rate of,4,inches per hour at an'approximate'test depth of {S feet below J ~ .. ... I I '" It I ~')> 1 ! ""..... 1 r 'grade \ J --"....J' '/1, .Y'$.,.' \-"" it'} 1 J ...t.ol 1 ~""~l ..'T r~- ..."i!.:1 f ..,. '" l} 'l~ , ... ~ l'" I~t} ~ l 1",;, 1.. " j~ i _ "t, " RECOMMI;NDATIONS AND CONC!-USIONS .,'" , , - " ) .(l 1'1 I ~ p !~ '~~\ l "<;... "'1:, /\ "':I.)~ f~ ....V'I"l.t.:I"r ,,"j 1. f I~) f_ - Si~e Strippi"g J ,r,,, ','i . , , ' " J ' - , \, 'I' "'\ " "'- .....~.... ~... ~ ....1.., 1.. \ i ~ l, j -...( j to t \ / ~ :I' ~ ,,"' I 1 I.< "'_ .... I :L '" \ 1 1 ;, ~ J l \ " Prior to ,,!rlY constru~tlon, ihe,'slt~ must be properly prepared "To prepare t~e slte;for construc~!~Jn, all , eXI~tlng topSOIl, muck"debns', vegetation, and large roots down to ffnger~slze should 'be removed ',lncICldmgl a 5-foot margln'; :The r;esultlng excavations should be backfilled WIth s,OIls as discussed In the :,: str~ctu~al "fi~1 section ,of t~IS re;po~" ,'~ ' " '.", ~ "'~ ' " .., " \>, ~ ....'" I 0"- (I f ~ t , " ,,, ," , 1 . ) i , , ....... ~J l il' ,r \) r, '";~~ ;- " . ,., ~..., t, ""'"~~ 1 , , .. l......, " . l it ~ '1;. ~ ' .I 'l ..l~ (-"" i , " .1.t {,'" ,- , . i ' '- '1 . ~ : , " >' , , ., ~ " , , ( ~ Ill> , ' MadIson Ave S , Clearwater, FL RmeUa~ County, Florida GDE Job No 04-319 Page 4 ~ ",: t Proo"'roll,"ng'" i'. 1~ ., f ~...... "', t r t - ~>I 1l) ~ tl" - ~'j "':\."''''\:'' .l'.....l'r-l... 1 ~...1~ ,,1 ~ r....-\ ~ ,'l4tl'..!t... ~:1 ...:t~1 ~ "t \;r~J'" I "'.;, . I <1>' " F.QIIOWInQ ~Ite strIP'~I~g a~'d\~l)y!iel~t~d excavat~o~ activity, ~nd pn~:>r to any fl!Lp'i~'ce~~ent, proofroUln!;l I~' _ ~ ". ~ 1 ,sh~u Id ~~ perform7d,. We recomr;n~9,d 4sln9, a vl9ratory,. roller ~avlng a ~tatilS; W~!g ht\~f..?lt lea:;t ten tons" r ,1" Compaction of the fill matena Is' shou ld continue until the roller has made at least ten passes over all I:'.: ' ,-1 'Jareas of the.,Slte ~n~(ltn~'s~II~'~PR+?/;\tO',b~~lrela!lve!y fi~m an~d u~Yikldin.g :~Hatf:,pt.~h~.roll.er passes '. , · should ~b!3 perpendicular, to th~~dlre91:lorrof travel of the. oth~r passes'" Proofrolllng should ,be closely ~..~ ,:>,," ,~./ momtOl:ed', by. oqr, ~ngl neermg 'tkchmcl~ri)o" oeserve 'fo;'~ unusual tl~fIectlan 'of the<:SoJls beneath the ~t," J'," ~~; compacting,iequlpmerlt :i,lf ,unusUl:ik,'or;'~excesslve deflection IS obs~rVed:,\ther;J~ the areas 'should be~ 1~;_~ ,/;,;.:~un~e.r~~t:t~:fir~ ,:SOI!~,,~~~: 5a~~lIed'W\th;,~trlictur,~1 fill.pl~~p I," ~axI~~p1 qbe:f?dtlthlck'I~~s ~'B~ckfill .,~ '7 :'"':",>,J salls should be of tt:re'same composlbon~aRd' be compacted to .the same crltena'as structural fill salls ~..;;'{~.. \ ~_ \ r>.t" f:M- I~ "-~-o: .} ,",,;;,.,...!.j::- ~~ -d.... J ,\OJ:,.....,~, '" / ~ _"""""1-0 .... ~ Pit _ I ~t {. olD'-'" ~-'~f t" fl)...l _..> ,.. ~_ ).:(~\l"l}~~"'~ 0:....1T/~4., (~L~\"'tt~(j t~~"I-,/Ir'-;, " t "''<JI~:'~ t "''!.I..~?"O:; ,J \J(' ""'4;>\ 'l.1..- }"t.... ,}. .......~~(11 .J-}~ \ to! ~ \ \.~ :t\'"1'~~StructuraIFill;1\~~l.lj~~!;:f../,tf:"Q"...)~j.!~-l"r....1."'\..., 3~~ "'1;...+...\!J....\:.....r~,t ~\J+: ("l~....(~"'~tJ I f", ~r,\ !;:1"J~~<>lF...-..,.,4~ r~) ....-t...+''{ ~<...~.f~ "')jii ~'~ 1i t \.J~" ':.,.",'-~ tl,,-r 1,l: ~f'{''''; ~ \~ \~ Il :})[. ~ -) ~~ t ~ ;'~ '".f go J\"t P' ,.. .. ~ :~'<..., ~~l r ~-ol~ "'~l ,{... r ~ ~ ,"'~: t.....J ..-...1' >: "\~5:!" "\r\ (...~_-1\~lt~>1..J.:ir (~:!~""'oli.~l~ r\{!"",l\ ~~fl:;...;}.~~....}''':...~.j~\'tt~ ll;:::';)~~ .fo!\t i'1""'}~} "'~fi~....~.. t,... "1 ~t....... ~$........ ..._~"'"1f~!f- 11 '!!oj ~;,"- ... ,1 ~ !:.~.<i ~.- "'l';lfJ'f., ~~ J~!"rl ~\ ~~~....~ -f\:':..,..:.J..:....<ho. ~~....e.+,~ 11 ...; } ""....:.... ~ :'1 -I ~i'Jt: 1'1; """..i'"' l 1;'~1"'i ~t"}1 ...~;j rli.{Li<" ~ J .,...t t.., 'p J.... I I~.f' ~ 1{..," :,1 <l ~ 'r DefinJtlon-- ~ ~ ~ < "" v ~ J l'.1 '1 r~ >-r.... n(~ t ... A.;.J "Jf: ~J~ ~ l \I. ~ ~. r'"j: ;-1'....""' J : 1;'1: 1 .:: t ~ "';; ~ I ~ t, :~ 1 of .t~I.4.: ,"~.J ,'.(~-.J 'r~'( ,f'\1- ~'lt-:;-~~}..... ,fd t"~:-""~\i~.....~:l,... ....".r~\!I;'t:t;j~-r ;f'- "'"" ~~l~~ .;<:.1.... '\ ll~~~-....~....r'P"'~ - "'""1~1 ~ "'i l' tl ~..." ~~..... tlf<;U ~~"'r~:-SOIhused :'f~r st~~~~t~taCfill,"car1"ib'e :defirie'd 7as cle~~ ,fi~'~. sa~d contaH';lI;1~)~~S th~n twelve pe~ce~t t:t'~,:~}~:{',.~~ mate'n~i(by'Welght that,ls finer~than a,nlimbef200~leve (fines)~'(matenal:coriforrillRg to SP to SP-SM In 1~/~;'i~~i1~~tt.fnl~~~>~~i1~~I,cis~'fi~atI2~,SYS!~b1) "'howeye~,~m~t~n~i cohtalnll'g~4P,t9, ~?~p~f~n~,fi'nes Jmatenals ")I,~" " t~ '" ~,l~:,!:;,!:",~?nfl?rqllng,lt!=l'~~~.~~r~~~~I!~~J~e .~I)~f!.~c{,i~q~ C?las~lncatlon~;:;y~tem) fAli~y; b~."utll"lZl?d. fls s~ryct~~arfill, If., . :, " '"" t,,~~~~r";l-;;,1the!r'~plast'ci~\!rl~e~ ~~s~',le~s ;th~~,t.3@,;'a':ld tQ~, wo~ki!1g subwad~ 'ISI, ~~' le~~t ?' f~et, abov,Ef Y,"ater qr ",.} , ". '\ ~. Izr,~"" ,gro~n9~at~r !ey~el' ~:it<:~}:;J~ /~;:"'o't'f'W~.~~,'l".' '7>'>" 'if1 \:J1..J':~~{ '~\J - _;,"",:.,~:;l' ~'t' jth~ ',:;51~" :~\~~{;:;r'l, 'r ::',~ " I' '. , ~~~;: ~~~ ~~;~If fili:~at~~[a~~~lt~~ ~j~~e"rl~~~~~~~t~~~ IS.jS'€~ (< <~5}P'~?6,~~t ~ngs ):-~th~J~at~p~~~' ~J~~?q~;~e-:t~e ~s~ ~i ' ' . [~t( '\::' ~'tf,~", ~qmp~c~!~n' eqYI~m7RJ,~d,eslgne~" fO~ ~~a~7Y~~~II~ ~,~!~_IS In~1 t:ld~~ ~,~h^e~l?~ foot',or Ylb,(~!?~ I?ad. foot " ,,' tl: ~ ,~,f). t:~'~?lte~jl~ I ~i~qdlb9~1''la(t1I~~,CoUldl~~\req~.ur~qlto;-~S~~~r~lt~''d 1)"11g, th~ c1.arets~lls j~l)tp!.d7r ~to pJace',t~~~ ;I,., I' , ~~ ~~i~t ~i~~t!,?[~I')~~rc~!icell:19ptl 'J.IU,'n<1)191::>l~~7:.<;o~e~~: ?The~e rn~Jenal~ '!l}.'~~, ~elpl ~~QIf~'~ ,?:;;I~C~ J~I~~ ff!}axl.m~,m, ,\ " , rt:' r.t 1~\:"l.. hft:so,that~they/can~ tie effectl",ely;:compacted,~lth a vlbrator.y;p'adJoofloller / y~t; " J^,' ~> :, ~ ~:t -I"J," , ' " ,,, !'ill},,,,-v-:l-t."1o'" lL'1:"-'>-"'~lli~-==I~.f,\~~rf.:z...11r~~'~-t.'t1\,~itt~tf.--7\ tl~,-'~t.-,l.. l-l...~ ~t'" l"'~"} "~!.;/........., J..... ..'i"'~t';ri-\J:.~tJ.""7j\1~oI,..1~r~; ..~ l'f /,... /7";""... .. Irl f ~~ \1 t"P"l:\\-t~ if ~ "\~\" ~ L~""""-~)-~,"",;"p~ .t'~i "';1..i.~t-l <\>::i,.\ t"~~~ ~\ \ "'"t:)- $ J-.,J~,\-,{ ~- l"'h"/t"'-I:I'...~ i J 't~YJ ~~""'~'" 1 :Jllj: 4 ;}~4'-..f-1:.! / J.r'.[lJ tl'i...1 I.... ~ \ ..~ '\ 5011 Sultabllltv l,!.>" t -:...,....~]I -..... I ..... f"~ \:... A '": --;',..~ - ~ ~ F 1.,o.!j ..,l... ,"'- ....rl 11 4 i..... .... \.} I r" J ~ ...."1 ~ r l., "I~ ~~;~ ~'I~ L ~, "'~......, \ ..,,~ ~ \ liy_.... I _ !; rW....... }' ~~ !f '1~ )1..~1"i -.;- ~_.",Lf.>- .r.., ~ ;"/"i:'l- J"'" tl~t ) ""{to... I' l(j~~; r:;J. '\: \.... ..~+. ~1' ~ C"...1....:k::.1.........1 rl'1 ,. i...\ 1 ...1j.11~ ~ ...Jlk:~, ~ 1 i<' 1:"\.... .1~J:, ~ .. ~~~..... If:.~~[ ~~~, ,,"\-\1 .., ....,.)l...~~.,\r\'""" r\~ rI J "" ; -1 'f~'~1v4. ~'!,t.jJ '- ;l:\~t~ \"<; ....l~"'.. ~~i:1J. -.-1 t <,. ~; ~ .....'i.,t 1:.,/}1 .,.I-.;.t }.....'il,..,rl~'!.f...f ~*... ~:!:tr.., ,..r;t ~.... I'll ;; I l '.' ):.':0 ; .'-~Based';on .our Jest-,50nljlg results, (Figure '3), ,in general;; the' sOIl m>atenals.encpuntel:e(:l, In ,the pond I~~h' 'h' 'fL Dorlng'to approxlI:r:~t,e'dept~"of ~~ fEi~~'sh9.~ld'b~ sat~~tact9rY a~ a,~oar~lo~~ry~t:lral'filllQf.,ry~~ssary) , ['~' ~ ~ . Strata' 1 and 2 solls,can lie utilized as fill. "\ '; '." ,; \' \~ ~ "'-'>'1 ;<~'" ~-~~l ~" 1!'" . . r~ ~;> I~ l If' y", ~ ~... ... \ l J.I., l~l;'L,.;-;t'1 l.\ 1 "'i-~ ,y1 0'"; ...~.... ""J:1'" l"'l l ~..- l lj lo-;.lr-t ,.,. ... J" r~.... r.... .\j'" ~~"';l.. ~I~!_'" ~i,I""'~"T ....'" i1i.;rJ"')_-"'~-~;:fi~\'" I:; .,.... .'I"~.. ~". I r... ,_ , PI' t 1 ~ J ~ ~<"... 't\ '-- . 1... ;: I I ~.,. t):'l j ... r r t )\ ,... f ~: 'I. 1 J ........ I ~ -( ~ r ... I J I" \ l~- acemen \"7:::\~ {./ rn- .~..... f\~1/:J1 "-.;:t4 ~ ..11 t I ~~ ...-l~l ~...-" \"":" ""... ~ i "I.... r,..,J tJ-Jo~ "'t~ '" l ~ ~ l ,., lj1 r t 1 t:., ~ 1 ~~..... 1 ~ ,:" l; \ r.,.:r".t ... A -,of ..,. f '" .,...... I -! .... f ~ I ....... l ,~ "\ 1 J - ,. ..... ~'" , ~t ~ ..... ( ~ I ~ II f ~:I.., t ' ~ ......~ 'r;",,,.) -'" ~ r-:t ... ~ j .... I J ~ ~ -lo"l~ l ... ,\~ \, \1,1" 'Fllkshould,be placeCt II): hfts'r.toNb:exceedcoRe foot thlpk- "'The,fill matenal shouJd ,be compacted ,to at I '/'r I '~':, ,least 95 p~rcerlt o,f'ltsmeClfled Proctor maximum dry ;ien~lty, (AS;rM ~-1557) 'Cpnfin~larea\s"such ,<ilS " 'utility trenc~es:should ,Be compacted with manually operated vibratory compaction equipment " .. 1 ~- ~... '... ..~\ \~...~~ .......;......"""t ~'tl '; f .... ~ 1" '" ~ ) ~ I j-.t / I.j' Ji.s"'l --<..\> J J t '"'... Pavement Recommendations i " , .' " I' r / ~ { "~t \ } .. ~ .t ';. ~ I'" ~ "\-,.... J'_"" .A f \0. ' .. 1.......:< .... l(' t '- Ii'" ~ _ ,; ,,'.,', We have not been proVided 'WIth traffic distribution 'or frequency, "nor have we performed LIt:tlerock , f,'"'''' ,. '"Beanr.lg RatiO (LBR),testlng,oR the subgrade SOI(S We have assumed that a 20-year pavement life IS ,J, , deslrEtd, and, that, the coefficl~nt 'pt terminal, serviceabIlity is2 ~ Further assymptlons are that the IR~ ,\ '1' · ~>;:" place sOlls"wher.l pompacted to a,t least,95 percent of th~lr modified Proctor maxlm~m dry denSIty will ,> i . ','" eXhibit a minimum LBR 'value ~of 15, and1that, the, total humber of eq~lIvalent 18-klp axle loads will be , .!ess than 1 00,000 ~ Bas_ed on th~se a~sumptlons, we recommend the foho\o\'l~g<,a$p'haltlc concre~e 'pavement sectIon " ,~ "" i , f r J~ ~ I , \ , " < ' " '. ,^ , , , , - , '. 1 MadIson Ave S, Clearwater, FL Plnellas County, Florida GDE Job No 04-319 Page 5 All I T , , , , Ir- l \ ~, II'" / ~ it 1 Surface Course" , ~ > v ,',.' ~l,' ';, ~ '. l r ' I'" 1 :.. 1. Po ! t ~ ....., , \ I ""..., ,,~ ( 'I, ',' Type 8:1 or_S-3 Asphaltrc Concrete With mlnrmum Marshall stabIlity of 1500 lbs~" ' 1 5 ,''.' ,'/", '. Com acted to at least95 "ercent of the maxImum laboralo Marshall densl ,I 1,,' ' ' I I "....:f J.'i~~l-(;~ tll 1 \',\\rl II 10 \~ \..:;'..1 !I~;i. -I"'..;.... It "-~ :";1 ?~t'1t~~ I B ;;Jo /- 1 ..... 1~.... i' I -. .u t /" ase Course :? ~ f' ~ i ... f-~'" ~ 1 f '{,. r"..... ~ ":;.. : tl ~ _ - ~ ~ ./. r:.I. t ~ ~ .0;.... l -. J ~ "- /,'\r, ":t.; ',y',' (( ,1.:.1"'1E!!rock havmg a m!nlm~m, LBR of, 1 OQ an'd<co~pac1ed ,to" at I~ast 98 lP~rce~{-of 'lIs) '":. I - _ ',' 'I'\~' ~1,\ ~~~ ",\ \; t;-j,~" '.,m?d~fied Pr8J~or m~.xll1llJni'9ry ~_e[lSlo/ (A~!MP-15~7)\ If~he ~otto,!TI of,t,he ~~se,wlll b~" 0)1' \3 ~ ,'t ,. "e:;.,? .;.. , '. ,I','11;:'"tWlthm,,18 lncpe~,of,the seaso,nal Illgh' grou~dwatei"level'>lthen'a mOIsture tolerant~ ,": ;, ' ,H:',~' <", "'~_ >t,>..::baseWlllbere'uired"suchasshell,crushedconcret~orsollcemerit:.: ,'.', ;' !,f " \ "r' ( ........ J ~ I ~,.l' ~;f' l\~Ii:r 1"''- j11, 1!L.J"'t J~.......... T'l-::..{),-.. J7 ....,.:. L j.l ~ ?..,...-.:: t "'1 I.-" -. v., ........ 1;,", j ! I l' ~ jt ~...... f ! l ~ 1 ... ~ ....1\ I j.... ~ l . k Subbase 7,,,.. ; ",'; . -" " '- \, ^ - . , ': " 'J . r , ,- r. '> ,', r · ,'l,h:~ t', ,~r,\ "~~St8blh'zed.,to'a:ml~~~irl,LBR of 40 'a~d ~~pact~~to ~Ilea~t 95 perc~~1 61 tile inodified l .... ...., J t ~ '1d t ~ ~ ... \<.. I" ] ,t~ r .,. -. Proctor,maXlmum denSl ASTM 0-1557 r > > ", I '. .!.{io" : oj r' ,- ~"""lIY~~1\ ~ ~ t1T~ ;t, ,;..ReqUlres blendmg elthe~shell'or hmerock WIth tn-place surfiCial sand ,TypIcal composIte samples of subbase are'compnsed of 50% tn-place r i ~t > \ ~ )< -", ... 1/ " ,,; 'i.sand and 50%'lmported material (hmeroQ{,orshellj ;~I r f~ ,.~J~ ; ,- J" ~ "' ::, 'r~ ~ ',\ ' " ~ " - ' ,,~\ "1" ~ l ~~ t ~:~"I '\ - 1/~ ~k::' it...).(~ \~ '/ ,~ ll;-....~i)ll J /I-"'-i.! H' ::~'r "".". j ~ ,\ I lYt>.. ~.,:\, ~J \...0",....;/ ll... 7J.. 1".J' II "" ,,-- l> I j- ~ " .... ~ l. _ 1- J-. . \...If ~ f - \ .... -t ~ .,l I "- l ......,. t'" "r I '" t I J.:~:t,:W{,(:~~efpreVI,8u~l)' rec?~mtTI':r;J'd~~'pive~e~t's~~ibn Y'!.8.S d~ve!?ped'USH:lp ~eSlg'nlgUld~l;p~s pub~~s~ed by ,,~:- "{, k{ the/Florida IDepartment of l1ransportatlon,,"IDI:Ylslon10f Road Operations We r:ecommer;Jd that methods ' Ir(?~ ~~~ ~~ ~al1d",A\ate!l~I~ :t1~sed"f9~ pay'e~~n~cq,nst~~I~h?q~~!-6r;~i!<<3~ppli~ble- iEr.~1~ris'of tHe FI~m9a' 9~p~rtq1ent ' - '" > ;~~'1)\~';';;~!?! ~r~~sportatlofl,standar:~L~pe>c~~c,atlon:?/qtR.~,~,dl~r:j'd !3,ndg~ 9~~~trUCtleo':l,J ~gg E~ltlo,nl ,,~eJ~rher ,- ":~';L-Wj}~' - ~J;~com mend, that'l:BR'tests,be performed, on,the on-site solis prior to bidding the project to confirm that ", '2r.1;;~:,:Jarfi, tBR ,of,J 5:,IS, ayaJlablee~~d<.to' determ I ne .the<apP(Qprlate ~olume' of sJ:lell_or II me tock' tliat must be ',' ,'1~~~q ;;nd~?q~~~t~~t~e;~~'~~~Bd'7:so~,~\'~9;; prg9.ppe ~n;1-~~,~?,.f~~9, :::pepend~n9 ,9n Jt1_~s, ~es! r~~4It" ,tJ:l~ ,Rr.evlous, ,^' /' <,:~' '~recommendatlons may hav6\to ,be modIfied, -~" ",\ '." _~ ; ,-, -' ":" ^' 1 I "! t: t" \ . h , ' ..'. 'r , " ',. 'I- -;""~~I--:-' II ..;~ 't ; f~ffb";. ... ",.... \~ :'r~""'':.:\7 }'t!~ ~ ~ -~~:'.ro-; ~ 1~ r"'~ ~~\ ~ \1- _"t"::(l~;"..lJl< \~ ~!....i'l~ r~~~~....r ~I-" J -... ... ,,~~1~ "'+.r t ......i'1- """~~/';-" l>~ \. {rl ...J:tI'~:\~:J-'! ""~) / "~I 'L 1 ~~\ ~L.o4', -<lF1 ~..;> ~ G\ \, 1ft: f:" (,. ~),r~l. $q,( l;k r't ~,~i..t ~"'",,~~ .., t...."I( .".6., r"\? ! 1 ~;'J':l;': \\-~ \ ',.1/'" <;. 't,\:-.. 1 ~~.,.1 ... ~ 1- 1 i.J. t ~ ,,7- , ' TES17ING""AND MONITORING ,,'; ;, -, I, ,~y :,~ : ~1' ,~'''::,'' r~. "." ".ti't,"" >! '. Vi \ ~ ~:~ 't' ., , ..o\~ t Hit\- (' ol; ~ ~ 1 ~t~ ~ ~ <" 1 ..~~........... ~ r / ~~; l-l., IJ. ......... ?..o:4fl~.... -)0 ~ ~'* tlJ,:.. ~ ....I~) ~ ~tr- i: "'.; I l~ i;;; ;; ~tf., -< '{ , m f..(-., '>;J"1'>\ t~ q~~.l" t~"" "...'I",'t "... .. t-J.J "'f J'; / 1 ~.!'4~ ..J lj .. "" t...~ ~l'iJ;'~!f\. 5:} .... ;..f n:r :1....;. ...~ V f;q,,:-! "'If....'1 \ j,'I~ .....HF....'t:,tf ~'.b. t..} ~ .-J l f!~,+ 1./': ~:J '.. .........fl" < f...t ~~""'~'i"~ f ~ \ I~ ..'-~ ~ J"l t r\ -..:;,.....yi'.,;'ir,)o......~:!"l.... I"'}~"r> ~ ':"~ ""1f 1'~,7fl'\~~ h....of ....-~..,t:;r :}"'v\~ ;hHf ...../" ~; l,. ~{~ 1 ~\L '1' ~ "'~:t ~h.o,I~ ~t ~ >: .... , ~f:<:\,;'r~;}.~Anstr9ctie!it_J;ll~hltor!rg ~'an,d ;te~~lng, ~t~ ,:~~se~~ia,~< t?t-proper 's!te 'C~llstiligtlol)::~rild I periorma:pce ~~:~:l~';v :rJ~oml?l!ance wl~h t~e recommenped co~str;uctlonb sp~~lficatron for'compactlo!1'and ~oll types mUSit be ~3,'':O; *:: "1tl,~,~yer:lfiep by ~url'en9In.eenng",techril?lan<fatl"Jlllar,:wl~~~t~e project ~co,nstr~ctlon 'Observa~lC?n 9f:slte ~-:;,::'-;~,:, ;;;-,.'p'reparatlon, work. IS an 'Integral par;t of'the 'engmeer.lI';'Igl,'recommendatIOr;lS contalned...ln thIS report : 1-; {, , "it, 'Dehslty,;,testst,shhald, 'be" performed for,~ each. lift' of,' StliUctu ral, 'fill: p,laced, land per PI nell as \ Gounty , r ~ ~ ..s 'fi t .... i ... k1 -r, j) -.. !~) ~ ~,: j~ \ f l- J.! ~l -,. ~ ~ 1 .... ~ \ I ' t\JI peCllcalonSt-" \r \f 1...1"... ,}.~l''''k)t... ~ \ f Ir1~ {t:lt J '-}' -.. -:;. ..~~..... -',i'9......'.( ,"'j I ~ ~ " ..... ~" 1 l f - "-1 t ! 1 r I~~ ~ .&"1 '\ f ....1 ~ t 1 .. I h r I'" I '~~"l .0; -... f.... ... j ... t>- " '\ '!l It t,;. ~1 ... I ..J <r ~ ~ .... ... '" 1 ,J. ~,.., j f" ~ \ ""....... t -" t r .. LIMITATI6NS~ ;;... ,. ~ !' ,,-: ~l' 't If:' }!l ~ <It to:14~ ~ ;13 ~ll ~~. Jp ~ \ } I J ~\:;. "'i F ~ ~ \..~. '1..\" ~-..I.Lf:l'~.._ I,..., _~l"'~ }, ~ <f~,~ ~ ""i" l I lI: I ~,... ~ i ..- $t;' ~ ~ I r 1 ~! , I .... _ ;.<. ~ ,.,t -f;;fhlS repoii'has,beeh1'i)fepan3dJorthe~excluslve u~e of roladlson 'Glef,dnvestment~:JLt'for the specIfic I ~ I l T ,. J ~r ( I ':,~~,.' " apphcatlon!to,the proIect prevI0usly discussed, Our cdncluslons and ,recommendatIons have been' ...... I "'" I \ <' -" rendered uSlng,gene~ally accepted standards of geotechnIcal engineering geology practice In the state ., I ~ - t.,- l '\ ! ~" of Flonda No other warranty IS expr;essed Or Imphed " , \ . ' ~, 'lo. ; ~ t...... lor ~ f ..-, 1 1 "' , '" ~ pit'.: >. ~ I .... .. l \ - t.. ~ ~ F I " , ",; >.." ,'Ol;lr concluslons\and recommendations are bas'ed on the deSIgn Information furnished to US, the data 'J, .J,"'.obtallaed f~om ,the, previously described sl;lbsulface explo~tlon, and our expenence They do not reflect ; "vanatrons In the subsurface condltlor:lS that are likely to eXIst In the region of our bOrings and In \ , I \i r t l " ',unexplored areas of the site', l'he~e vanatlons are due to the Inherent'vanablllty of the s ubsu rface " ':- ,condltlolilS Ir:rthls geologIC region ,Should vanatlons becom'e apparent dUring construction, It will be ',- ~' neces$a ry to re-evaluate our conclUSions and recommendations based upon ot;lr on-site observations , ,-l ... -4' \ ~, of the conditions "~ c, " , ~ I , '<> \ , _f , ^, , , " - 6 " f , , I, f.. II ........) I \ 1 1'-"'''' 1- i"l;, \....1 ~ ,t It;' t l~ .....;, I .t \II ....~ r J.. 01' ~ 1 ~ J I " " " , ' ,; , t '< e, T " , ~ - Madison Ave S, Clearwater, FL P<mellas County, Florida GO!: Job No 04-319 ,Page 6 1 . I ' I ., " . " .\" '.iI. ~... ,} \j ~. 1 ....... t r.J~ It J...".... ~\... )...l\.._J I ... "" .....~......- ~ T... { ~:r oj Jl 1" J ...... .. -:. _ ~ ~...... 1" ~ tl r _ I't'" 1..... ~ ... ~ J. r ~ , l! ", ""1"::1~ fll' \ 1{L-~ ~t~t I ~...(~ ;., . ' ,The sIte IS und erlaul :by j I mestone b~drock tt'1af I~ susceptL ble, to ,~lssol ,uben find the su bseq uent .aevelopment of karst features}such as VOIds and sInkholes In the natural solleverburden Consfructlon <I" '~lln a SInkhole pron:e ar~~:qs ther:efQre.accompanled by some risk that';Jnternal 5011 eroSlonlilnd'ground '- <subsldence',could affect ne~ structures 'm.,the 'fwture, It IS not possible to Investigate or deslgt71 to ..... I I ( 'I .... 11'/ \"t r) I ~ -., 1 ~.... ". i: .. I - I .. \.', r j ........ \ ",0 ~ ""I ... -,. ~ .completely ellm1l1ate ,the posslblllty~of future'slnkhole' related problems In any eyerit'l the Owner must I ) '" . ~ ~ 1: j ~ ... --:l It.~ - ". I I r \ " .'. ,understang and, accept ,thiS risk -1' ',' " : '. , \", s..~ .' f ~~\,,': 1,"'<, "'" '", . - ":.) ,;:'''; . ~ ". ^ I ... I \ l.. 'It .....-' 1", I ... ( ... ~ ~I ~,.. J t ~ \ '" ~ .. I) '-1~'" E I f\ t.l !-{........., '" ~ ~ 1,,- , ~~ ...'" ~\..-({.. . :r lilt '", !,,{,J i' ;;'.;f ..........t ~tl~~..... L ?~~ n.r"1t", ., ..." L.,~ IJ,<Yl~~;;; ~~\..~{...... ~~JL !~1':.\.'1,,-I' -<1!"'~ , l':> !. I ~-4 ~~ Ill" j~ '" ~~,- ~ )~~~~l",~.... "".;"l- J)<t!..." tJl".,~r;rtr: i~ ~ 1- i r! \ \ ~ " '::>:r:1':'; .,'", T;h~'scQpe: ofT ~u~:s~r;:V,lc~~~d"~~~lrQ~' i nCluqdt;!flI;1Y e!lYlrq!:lf!lent~ka~SE?~~~2'n~~ P!~'!'Wrst!g~tl(??,~ ,for 1he ,) '- I"; ~ '1;.,:....I.,~posslble. wesence ,oH'I~zfi:rdous,or t6xlc matenals'ln,the soil, groul]dwater.or sutfac~'Water wlthm ot m :,;';~{J~,[jt :; kJhe 'gEm~~al vlculltY ,of the slte::StuQ led ,Any statetnentS made 'In, this r:epO'ri or1shown'-on the test boring .. 4: ~ f.... - f" I f: ~ \ _ -< ~ i<'" t'- t"" 1 .,.. ~~ "" .... ~ I" " t"~~, I,~\ '.Jogs >regardlng~ unusualt subsurface ,conditions. a"nd/or'lcomposltlon,"odor:, "stalnln-g, ongln. or other t} -tl l~:f '\. ",-...J ....: ..... ~ ...;01 ,J. ~ ~~ '4."' .;' ~... J -.,..,.~"'- ...... r 1 i~ "t.,? t ~ ~,rL/ _:I\..~ ... ~ J I ~..... ! U~"I ~ <.J ...v-...-; ........ ";~'. .' ~.~char:actenstlcs oUhetsurfacefand/or subsurface'matenals.are stnctly, for the mformatlon1of our chent" ;" ~~r,t';:~~,'and may, or, may riotaJet'lndlcatlvb"of"a'nenVlronnjenta(problem .,,:' I~,~:~(~;;:" j~':.;'. ~_~>~;,:I '0':' ' f:~', ' , ...~: ~ _"'l ; ~~1 ..:.,:" 10-' i/!-" ~ -tl "..1\ ~ /~ ~;'rt t- J.....'%o." If ~<'-1 J;.. ~- ~J' '" r" "I'd l.. ".-" 'f I ~,.J;~ :r I II"" r .,., ..~} i" '-' I $<';,.. ~~ 11 tj :t,.~ q....di4 ~ ~y(". ~\r- ~l ....\3:'tl;oJ- /",..l.. ~\ J,..j t"'.;)......h\~ ( l ~.. t1..:L!. ,J"i~"" \'J,. 1- Ii ~ ""f.-<,..,} < ;.iJ I", V'.. J:..j.~...i(fY J .o(~lo ...~.- \ ''\:. ~ 11 ~~-(1? ,...." ....... ,.,~ l r J tT' ~~ l l "'?'~;~ l"" J; ~ t\... or;i!"> (). ~ _ /' , ,,:. f' '"' I .J' l ,.r \.j- ... ~ Y j- .l' ..... -.. \ 1f')'J'V1:,;o<t<t Ifjchar;1g es~are,made In 'ttile overall' deSIgn or/the location/of the proposed facllltles,- or If thelfinlsh grades , ) !~~!:~' i:-~'\;, chfferHrom-1hose~ (hs61j~$ed~rhe~el~; "fhif r~cornm~n(jcitlom3 -: presented' II;) thlSI report must 'hot l5e t\ ~ I" ~~\t,J.tP%~'~~nSld~red~vahd( ,unless\:the'!~I;1Cinrfe>s iite/f~vle~l;d\by our 'fimi/ancl..reb'omme'ndatlo,+s ~modlfu:id',or, ;: j" ,~~~t;)J~y~n,fi,~d }[l~~r;r!j ~~ty,ye. SIa9!Jld~~.e;g~~v~n t~!3' qppOH~~tY1~ r~~le~ t~7 f?~1~ai!?h' ~l~n,~' gTad ln~:p~a~:and, ..P"f.~;~~}~n~,aRP,h,G~~r!E?:~9i1~Ori,S ofltheig~oJ~ct spec~~?atlonsj~r~'}'~he "~~Sl~[ll~ fi~~llzed~ ;~~!,s r~vlew VIlli ~~ow, ';~ 1;t~tf~~\.A!}~us;to ,checR,whetl;1er,:these''documelllts are conslstent'wlthlthe Intent of'our recommendatIons . I "to ~"1-- II. ..-.1.;/ .,."'" ff....,., '; ~"I:' "If "'i:; ...~~"...<,.! "',;0.'" l .... ~t}. J",..o.{" ~/f' 10 ,I 1~ t~ 1 l"_~ I t'" l~~:~ 1" .. .;-~ ""\.;:i. !.~\ lll.:o: l ~""'..,7 ~*" :,:1 .. -y-.Jl~w .....'If;;'" ~... l'.~"!! f.. J !!Jf"'~_: ~'" "":L1.j''-'"'..~ ~!o; ~ ~ 1 t.. ~"f,V" .......!-.,} 1~ ~....t<1..... ....~ ~~-'" ?.?j(-:;{r~,.. "'t.. li} r r~ ~ t '" ~ ~ ..... ~.. ~ .. '"' \ "" .." J ~..~ .-"it 1 _,J ,t,. - ~ .......il.L': I ~ ~ (' .. J..:r r~~1- """ .-..... k......:~ 1~1.... t ib 11i:. ~f .:fc.~}1 't>t 1,:(- ~}-r~ ..... ~ ,..':11~1~ i' ,Jl"\l ~~... ..~,/ :r~~\_1.,1 ..:~ ~ ~:f ~-<'"'ie~""..t)'\y ~ J...~ tl't./Ff......-,l.1 1 ,.. ~~ t:- ,,'""\ \~~'t;~ l....~ :{i,\t.r l,Pf, ~;JtJ\.tff,Jo:.l-t~il:~ I~l\.~;~~~ :1Itr,f ,~)~~~,~~"(~s.. 1ft...lt.~1;1~j:~~t~J\:.5J.lIlli ~~"/~ ;~~~ ~;('{fft-J~\~~~t~~ 1;\.;:,"- t {~~'t-,J ~ ....lif1~ ~- .....~ J~ f"~"'J-"'''' ~ l- t......?l,..,L~ J; lj-{J \l~""'('X};\.~f \~~t I....rlt!:.. 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Woodlawn 511 .- - - -NIl rs~r Rd "-- ., --?---~ fll-7, h-,,'-r,-rt"-1-li~ ~r ,Lj--'~-YrTrJL_JJtL-TO'T~l 2003 NIa uastcom Ino 02003 Nav aton Teohnob 18S i-I t f II I r I" t r SITE LOCA TION PLAN 701 MADISON AVE. CLEARWATER, FL GDE SITE NO. 04-319 FIGURE 1 G8~ IP D z D "- ~ 'fe,' ~ z :;it ~ ~ .. Z l'SI w 0 ~ ~ ~ ~ '" ll' g,.... >- ". ~ ~ ..,~ )if :::~ >- >-l:i "Q ~ Z<l. "-~ >r:i' I.u / :.~ :;it tI ~f\j ~~ lJJ", "'.., Z 1J)1ll ~~ <t ~1O ''', z lJJ .. ~k '" \J S """ <L .. ~ u: ~~ ~ 0 " ~~ r:: '" <:( ~ ~;!. ~ ~ ~ re ~ ~ ~ (t/> .. .. ~ on n ,p ) \! ~ 2 i:; ~ E 0 II ~ ., 1J.," '\. ~ ~ q ~ x: ~ ~ 68 R/II ~ K V;JC;JTED PER 0 R 374') PC 359 ;;: ~ ~ ., .. '" i/1 lIi w "' .. .0 ~ IP , G88 'P I ~ "' 68 ~ IP 1 ~ ,~ 231.686 SO FT >t ~ ~ .. ... .. .. }~ I!I 5fmAC~ L lfIE M .a ,/ CON!: PIPE I , - I ~ ~ ~ I - I ~ I~ I I- II I 1- ~ - ~ ~ I _I - I ,_1 I _J "" .1J BY I lostJ 1 ,-q 15 5E[~CI< 1../ 'E <I R Et.l5ElofENT .s Pc. J?tt8 C~~ AB-5 ., ., ;; + APPROXIMATE SOIL BORING LOCATION 701 MADISON AVE. 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(') ;:::;: D) iii' C1l 0 (/I 3 eC'D 0 '3 co 3 :::OZO ::J I 0 .". - 0 :t> ::::I C1l ....lo.?c ::I 0 < c. 0 0::S C'D C1l ~-< c. ::s (j) I ~ c I "'~t ~ Iii ~"T1 C'D g: c.or rv N 0 C1l C. .. I ::::I 5 ;:r, ;::;: """ III ...... I is ::::I (Xl ;;0 0 III r0- Il I .". ::i -- rv :::r +>- """ I 0 ~~~ ~~ ~~............... ~,__ .......___~ m m__ .............._~~ --~ - _J I I e" I I I U~/lr(l'UIJ4 ...., I - I I I I I I I I I I I I 18 29 FAX 561 659 7388 CARLTON FIELDS WP8 ~ 002 C'(, This Document Prepared by. And, After Recording, Return to: Foster Pepper & Shefelman PLLC 1111 TIurd Avenue, SUIte 3400 Seattle, W A 98] 0 1 AttentIon: Lauta McClellan Property Control No, ]5-29-15-5564--002-0010 SPECIAL WARRANTY DEED 701 South Madison Avenue, Clearwater, Florida THIS SPECIAL WARRANTY DEED is made and executed this ~~ay of Marcr 2004, by and between A.L INVESTORS CLEARWATER LLC, a Washington limited liabilir company. whose address is c/o Holiday Retirement CorporatIon, 2250 McGilchrist Street S,E Swte 200. Salem, Oregon 97032. ("Grantor"), and MADISON GLEN INVESTMENTS. LLC, ' Florida limited liability company, whose address is 1401 Brickell Avenue, Suite 530, MIami Florida 33131 ("Grantee"), WITNESSETH: That Grantor. for and in consideration of the sum of Ten and NollOO Dollars ($10.00) and other good and valuable consideration to it in hand paid by Grantee, the receIpt whereof are hereby acknowledgod,. has granted, bax-gamed and sold to the Grantee. the Grantee's sUccessor~ and asSigns forever. that ptoperty situate, lying and being in PineUas County. Florida, and more particularly described in Exhibit A attached hereto and by this reference made a part hereof (the <<Property") SUBJECT TO: The matten listed on Exhibit B attached hereto and by this reference made a part hereof (the "Permitted Exceptions''), TOGETHER with all the tenements, easements, hereditaments, and appurtenances thereunto belonging or in anywise appertainwg. TO HA VE AND TO HOLD the same in fee simple forever. AND. the Grantor hereby covenants with the Grantee that the Gruntor is lawfully seized of the Property in fee simple, that the Grantor has good right and lawful authority to sell and convey the Property; that the Property is her~by conveyed to the Grantee subject only to the Permitted Exceptions; that the Grantor hereby warrants the title to the Property, and WIll defend the same against the lawful claims of all persons claiming by, through or under the Grantor, but not otherwise, SOlO/all 0) - I - I U.;J/II/ ~UU.J I I I I I I I I I I I b L::l t- ,., X 581 858 7388 CARLTON FIELDS WPB @l () r; : '0" IN WITNESS WHEREOF, Grantor has caused Its hand and seal to be affixed hereto t1e day and year first above written Exhibit Exhibit A: Exhibit B' Legal Description Permitted Exceptlons STATE OF OREGON S5, COUNTY OF MARION GRANTOR' AL INVESTORS CLEARWATER LLC, a Washmgton hmited liability company By. AL INVESTORS LLC, a Delaware li~,[lltea liability company, its sole mettlber By: 7~~~ Norman L. Brenden, Manager I certify that I know or have satisfactory evidence that Nonnan L. Brenden is the persr'n who appeared before me, and said person acknowledged that said person signed this instrumet 1.. on oath stated that said person was authonzed to execute the InStrument and acknowledged It LS the manager of AL Investors LLC, a Delaware limited liability company. the sole member of P L Investors Clearwater lie, a Washington hmited liability company, to be its free and voluntary G:::1 for the uses and purposes mentioned in the instrument, Dated this ;:;nC> day of March, 2004, OffICIAL SEAL ~ ROBIN R. BOYD \ NOTARY PU6ll0..oREGON COMMISSION NO 358227 MI COMMISSION EXPiRts .n.JLY 13, 2006 5o:lS611l ~J (S,~~ \f? ~~ ---1< "hi' /) "<.J 60 ~ (Leglbly Print or Swmp Nwuc of No ) Notary public in and for the state of Oregon, residing at ~/ern Dfi!. My appointment expucs ~1 13;;reo!.r' -2- I 0::1/1 {/~004 18 29 FAX I I, I I I I I I I I I I I I I I 581 859 7388 CARLTON FIELDS WPB IiJ 0 fJ 4 (, (I EmmIT A LEGAL DESCRIPTION Parcel I; The East 1/2 of Madlson A venue, lying between the Northerly limits, as ex.tended, of Lot 1. Bloc. ( 2, JvtARYLAND SUBDIVISION, accordmg to the plat thereof, recorded 111 Plat Book 15, Page 2 Public Records ofPlllellas County, Flonda, and the Southerly limits, as extended, of Lot 1, Bloe,<. 6, MARYLAND SUBDMSION; LESS the South 60,0 feet thel eof, more partIcularly described as follows' From the Southwest comer of Let 1, Block 6, Maryland Subdivision. as a pamt of reference, n. 1 North 00] 0'9" East, along the Westerly bOWldary of said Lot 1,600 feet for a Point of Begmrunr_, from said Pomt of Beginning thllS established, contInue North 0<>10' 9" East, along the Westerl i boundary of s81d Lot 1 and Its extension (being the Easterly right-of-way of Madison A venw ) along the Westerly boundanes of Lot 20 and Lot I, Block 4, and Lot 1. Block 2, Marylar::j SubdivisIOn, 465,00 feet to the Northwest comer of Lot 1, Block 2; thence North 89"03 'OS" We t along the Westerly extension of the Northerly boundary of said Block 2,300 feet; thence SOUll 0010'9" West along a line belllg the center line of right-of-way for Madlson Avenue, 465 00 feet 1) a point bemg 60 feet North of a Westerly extension of the Southerly boundary of Block ( , Maryland Subdivision, thence South 89003 'OSH East, parallel to and 60 0 feet from saId Southed i boundary, 30 0 feet to the Poi nt of Beginning, Panel II: Lots 1 to 7, mclusive, Block B-2; Lots 1 to 6 inclusive, and Lots 15 to 20. mclusive, Block B-4; Lots 1 to 6, IncIus1Ve; LESS AND EXCEPT the South 17.00 feet of Lot 3 and the South 1700 feet of the West 10.00 f~ t of Lot 4, TOGETHER WITH the West 5200 feet of Lot 7, Block B-6, Maryland SubdivlSlon, accordrng 1 J plat thereof, recorded m Plat Book 15, Page 25, Public Records of Pine lIas County; Flonda, TOGETHER WITH those portions of vacated streets descnbed as that pamon of North PUle Stre' t as shovm on Plat of Maryland Subdivi:noll, Iymg East of the Easterly right-of-way hne of Machsc 1 Avenue, and that portIon of South Pme Street as shown on plat of Maryland SubdiviSIOn, 1yrr:5 East of the Easterly right~of,way lme of MadIson Avenue, and all of M1Clugan Avenue IYlrs between and connectIng North Pme Street, recorded In 0 R Book 2794, Page 683. Pubhc Recorcs of Pm ell as County, Flonda, all streets bemg located Wltlun the confines of Maryland Exlnblt A Page 1 of 1 jOU2lli 01 03/1{/L004 18 29 FAX 561 659 7368 CARLTON FIELDS iPe !iI 0('5, (II ,- ~' EXHIBIT B Permitted Exceptions 1 The lien of the taxes for the year 2004 and all subsequent years, which are not yet due and payable. 2 Subject to any and all matters as re<:lted on the Plat of MARYLAND recorded In Plat Book 15, Page(s) 25, as affected by: RESOLUTION NO, 68,21 adopted February 19, 1968, recorded March 15, 1968 In Q,R Book 2794, Page 683, AND ORDINANCE NO 2843-82 recorded May 31, 1983 In O.R. Book 5535, Page 1025> PlNELLAS County Records. 3 Easement granted to the City of Clearwater, Florida, from Alan G Dee and Lamence E Rote, a Florida general partnership, dated September 23, 1983, recorded October 28, 1983 in O.R. Book 5632, Page 488~ PINELLAS County Records. (As to a portion of Parcel II) 4. Easement granted to the City of Clearwater, Florida, from Alan G Dee and Lawrence E Rote, a Florida general partnership, dated September 23,1983, recorded October 28, 1983 in O.R. Book 5632, Page 490, PINELLAS County Records (As to a portion of Parcel II) 5, Easement granted to the Clty of Clearwater, Florida" from Alan G Dee and Lawrence E, Rote, a Florida genernl partnership, dated September 23, 1983, recorded October 28, 1983 in O.R. Book 5632, Page 493, PlNELLAS County Records. (As to a portIon of Parcel II) 6 DistributIOn Easement granted to Florida Po~r Corporation, a Florida corporation, from: Alan Dee and Larry Rote d/b/a Dee & Rote Properties, dated February 10, 1984, recorde'" Apnll1, 1984 in 0 R Book 5737, Page 138. PINELLAS County Records. (As to Parcels I and II) 7 Easement granted to the City of Clearwater, Florida, from Lawrence E. Rote, dated January 14, 1985, recorded February 1. 1985 in O.R.. Book 5925, Page 1206, PINELLA,S County Records. (As to a portion of Parcels I and II) 8 Easement granted to tne City of Clearwater, Florida, from Lawrence E. Rote, dated January 14, 19&5, recorded February 1. 1985 In O.R. Book 5925, Page 1208, PINELLAS County Records (As to a portion of Parcels I and IT) 9. Easement granted to the City of Clearwater, Florida, from Lawrence E Rote, dated Janumy 14, 1985, recorded Februmy 1, 1985 in O.R. Book 5925, Page 1210, PlNELLAS County Records. (As to a portion of Parcels I and II) 5Q:Jll6:l1) OJ EXHIBITB PAGBB-I I 03~17~2004 18 29 FAX 581 859 7388 , , G,6,RL TO~I FIELDS IYpa [ft] !J!JE 'U\I 10. Survey by MILTON R. GILL of American Surveying Company, Ine , bearing Job Orde< No. 010122048, dated February 20,2004, discloses the following: (a) North sIde ofbmlding encroaches into easement by 241 feet, (b) The chain link fence enctoaches over the Southern property line. EXHmIT B PAGE B-2 ~OJ ~~) n aJ APPENDIX E Operation and Maintenance Agreement Letter 1\1 '1{() ')-( L-\~ \l '\\J~ 1, -1'1)r!' e)l) \1, ell ,"II (,111\ (t\J~\Pl'I{Mll <,I "VI hV VllJ HI I'UR) J,lt 862] MartLn Lulher Kmg Boulevdrd EJsl TampJ, FlorJda 33610 (811) 2.<1-1747 FAX 1813) 2290657 ~~~{ f George F: Young, Inc. \~:;~ Turning Vlswlllnfo RealIty Sm" 1919 ARCHITECTURE II ENGINEER1"lG II ENVIRONMENT'\L II LANDSCAPE ARCHITECTURE. PLANNING III SURVEYING III UTILITIES Apnl16,2004 MadIson Glen Investments LLC 2050 Coral Way, SUIte 501 MIarru, FL 33145 RE MADISON GLEN APARTMENTS Storm water Management System Operation and Maintenance Instructions GFY Project No. 0431-0001-00 Dear Mr Kern The followlOg mstructlOns are belllg furnIshed to you, the permittee, for the operatIon and mamtenance of the Storm Water Management FacIlItIes proposed for the referenced project The IllstructlOns that follow are part of the reqUlrements for approval of the Surface Water Management-ConstructIOn Perrrut ApplicatIon under Chapter 40D-4 of the Flonda Adrrumstranve Code for ReguIanon of Storm Water Management FacIlities The Storm Water Management FacIlIties, mcludmg the storm sewer collection system, detentlOnJretennon ponds and water qualIty treatment systems, have been desIgned to provIde treatment of the first flush of runoff from the contnbutlllg dram age area Mamtenance, mcludmg cleanIng or replacement of the vanous elements of the system, WIll be reqUIred for the faclht:Ies to contmue to operate as desIgned Normal mamtenance reqUJrements are as follows 1 Sodded areas should be routmeIy mowed Chppmgs and debns are to be removed Pond bottom shall remam natural and must be pen OdIC ally raked and scanfied to mamtam It'S natural perco]anon charactensncs 2 Storm sewers, outfall pIpes, underdrmils, 011 skImmers and control structures must be pen OdIC ally mspected and cleared of any debns or SlIt that has collected The rrummum mspectlon schedule should mclude quarterly mspectIons 3 Followmg storm events and dunng all other routme mspectIOns, the pond facIhtles must be observed for erosIOn of the SIde slopes, areas (speCIfically Side-slopes) denuded of vegetatlon, the area surroundmg the control structures, and at mflow or outfall swales or ditches The dIsturbed areas must be repaned as qUlckIy as pOSSIble The owner of the penrutted system may enter mto an agreement to assIgn the operatIon and mamtenance responSlbIhtles to another entity ResponsIbIlIty for mamtenance and operatIOn may be transferred to another entIty upon wntten notlce to the Southwe'it Flonda BRADENTON III GAINESVILLE III NORTH PALM BEACH III ST PETERSBURG III SARASOTA II TAMPA '-L'''-r :WI ~!tl!P l~" ~t' I ~ , 1 Water Management DIstnct from the permIttee and from the entity assurrung responsIbIlIty certIfymg that the transfer responsIbilIty for operation and mamtenance IS m comphance With Chapter 40D-4 352 F A C has been accepted The operatIOn and mamtenance mstructlons stated above shall be gIVen to the new entity re<;ponsIble for mamtenance and shall be mduded m any agreement between the penruttee and the new mamtenance entity All final condItions of the penrut, Imutmg, general or specific shall be made a part of these operatmg and mamtenance mstructIons and shall be kept at a locatIOn easily accessible to the operatmg authonty Please SIgn thiS letter where IndIcated below to acknowledge your responsIbIhtles for operatiOn and mamtenance and return the ongmal to our office to be mcluded In the Southwest Flonda Water Management DIstnct penrut subrruttal Please call If you have any questIOns or reqUIre further explanatIOn of the InstructIOns stated above Very truly yours, ACCEPTED GEORGE F YOUNG, INC BY .~.!JJ(J.,:z/} n / Mitlta~f.fuen64:~ TITLE DATE , , I 1 ~ j I . EXHIBITS a SWFWMD Aerial o Pinellas County Aerial o USGS Topographic Map o FEMA Flood Map o ERP Pre-Application Meeting Notes (2-9-04) a Digital Areas Calculated by Computer 1\1'1,( Jle( I \~"'u\u 1, !-II'Jfll-,,(' ,1dll"''', (Ji' "\(,,,- I'hnlll <;,"'W'-WMlJ I,! I'. JI< r <I" SCALE, DATE 1" = 200' 04/04 MADISON GLEN 701 S. Madison Ave Plnellas County, Florida Section 15, Township 29 South, Range 15 East l( George F · Young, Inc. LICENSED Bustm:sS 021 ARCHITECTURE. ENGINEERING. ENVIRONMENTAL LANDSCAPE ARCHITECTURE. PLANNING · SURVEYING. UTlLITY Sf PETERSBURG. TAMPA · BRADENTON . GAINESVILLE RESPONSIBLE OFFICE 8621 Marlin Lulher Klng Blvd E S 1919 Tampa, FL 33610-7305 mce Phone (81 3) 223~1747 Fax (813) 229~0657 COUNTY AERIAL Plnellas County Florida SCALE' DATE 1" = 1,000' 04/04 MADISON GLEN 701 S. MadIson Ave Plnellas County, Florida Section 15, Township 29 South, Range 15 East l( George tJ~N~D!n2s~P.g, ARCHITECTURE. ENGINEERING. ENVIRONMENTAL LANDSCAPE ARCHITECTURE. PUNNING. SURVEYING. UTILITY ST PETERSBURG. TAMPA. BRADENTON. GAINESVILLE RE S PON SIBLE OFFICE 8621 Mortln Luther KIng Blvd E Tompo Fl 33610-7305 Phone (813) 223-1747 Fox (813) 229-0657 SInce 1919 Inc. USGS MAP Clearwater Quad, OEP 10 3223 USGS 10 27082H7 JI ]1,- , ~DDD ~DD JDD -iHil I STREET SCALE; DATE 1" = 500' 04/04 ~ I :l o ~ DCJ DOC I 11 f ~U ZONE X II " STREET I II COURT ] ROAD "" :l :;;! "" ;;: 1 I LINN LAKI DAM I JASM INE WAY , MADISON GLEN 701 S Madison Ave Pmellas County. Florida Section 15, Township 29 South, Range 15 East l( George F. Young, Inc. UCENSED BUSINESS 021 ARCHITECTURE. ENGINEERING. ENVIRONMENTAL LANDSCAPE ARCHITECTURE. PLANNING. SURVEYING. UTILITY ST PETERSBURG. TAMPA. BRADENTON. GAINESVILLE RESPONSIBLE OFFICE 8621 Mortln Lulher King Blvd E Tompa, Fl 33610-7305 Smce 1919 Phone (813) 223-174-7 Fox (813) 229-0657 FEMA/FIRM MAP Comm panel 125096 00150 Dated Augu st 19, 1991 THIS SPACE IS FORMATTED TO FACILITATE AND GUIDE THE DIALOGUE DURING A PRE.APPLlCATION MEETING AND PAOVIDE NOTE TAKING SPACE A SUPPLEMENTAL .PAOMPT LIST" OF DISCUSSION ITEMS IS ATTACHED, WHICH SHOULD BE EXAMINED BY THE APPLICANT PARTIES PAIOR TO THE MEETING TO IDENTIFY TOPICS FOR DISCUSSION ~ Southwest Florida Water Management District FILE No. - Resource Regulation Division ~~'l;"'" . ~M1, ERP Pre..Application Meeting NOTES ~ Date: 2/9/04 ., ',- Time: 10:00 - Project Name: Madison Glen Attendees: Michael Rothenburg RIchard Alt . County: Pmellas srrlR: 16/29/15 Total Land acreage: 5.23 Project acreage: 0.3 Prior OnsitelOffsite Permit activity: existmg ACLF ~ t~ ~ ~ , Project Overview: add more parkmg and modify eXlstmg pond Site Information Discussion: (Site Topography, SHW Levels, Flood plam ElevatIons. Conveyance and Slorage, Tallwater ConwtlOns, Adjacent Offslle ContnbutIng Sources, ReceIVIng Waterbody, Karst Fonnal1ons, EXistIng Wells, Contarrunated Sites I Coordmatlon wi FDEP, etc ) . to be determmed Environmental Discussion: (Wetlands Onslte, Wetlands On Adjacent Properties, Slte VlSlt. DelmeatIon, PennanentlTemporary Impacts, SHWL, Wetland Hydrology, Drawrlown Issues, AlternatIves AnalYSIS, ElumnatlonlReductIon, Secondary and Cumulative Impacts, T&E species. Conservation Easements. Buffers, MitigatIon Options, MItigation Costs, OFW, Aquatic Preserve, etc ) .., N/A Sovereign Lands Discussion; (TItle DetermmatlOn, Delegated Authonty, Correct Form of Authonzatlon, Content of ApplicatIOn. Assessment of Fees, CoordmatlOn With FDEP, etc) N/A Water Quantity Discussion: (Basm Descnptlon. DeSign Stonn Event, PreIPost Volume, PreIPost Discharge, LocaJ ReqUirements. Other) . eXlstmg floodmg downstream, to mamtam same discharge volume Water Quality Discussion: (Type of Stonnwater Treatment, TechmcaJ Charactenst1cs, Non-presumptive AltematI yes, Construction Phase Water Management and EroslOn Control, Contanunated Sites. Ground Water Protection, etc ) treat new project area Operation And Maintenance, Leeal Information: (Ownersrup or PerpetuaJ Control, Emment Domam, Work on D1StnCt Property, ERP Pre-ApplicatIOn Meeting NOTES Page 1 of 2 OPERATIONAL September 2000 InspectIOns Dunng Const, O&M Entity, System O&M Instruclions, Homeowner AssociatIOn Documents, Coastal Zone Requirements, Pubhc Safety, etc) . owner Application Type And Fee Required: (40:0-4 041Penmts Reqwred, 4OD-1 607 Fee Schedule. etc) . General, less than Yz acre no fee Other: (Futw"e Pre-Apphcatlon Meetings. Fast Track:, Sublllittal Date. ConstructIOn Start Date, Required D1Stnct Penmts - WUP, WOD, Well ConstructIOn. etc ) N/A Disclosure: The D1StnCt ERP pre-apphcatlOn meeling process IS a service made available to the public to asSiSt mterested parues In prepanng for sublDlttal of a complete penrut applicatIOn InformatIOn shared at pre-application meetmgs IS superseded by the actual penmt application submittal Dtstnct penrut decIsIOns are based upon mformal.1on sublllitled dunng the application process and Rules In effect at the lime the application IS complete ~, ERP Pre-Application Meeting NOTES Page 2 of 2 OPERATIONAL September 2000 " SCALE; DATE 1" = 200' MADISON GLEN 701 S. Madison Ave PmeUas County, Florida Section 15, Township 29 South, Range 15 East 04/04 'l( George F · Young, Inc. LICENSED BUSINESS 021 ARCHITECTURE. ENGINEERING. ENVIRONMENTAL lJ.NDSCAPE ARCHITECTURE. PLANNING. SURVEYING. UTIlJTY ST PETERSBURG. TAMPA. BRADENTON . GAINESVILLE RESPONSIBLE OFFICE 8621 ~arlln Lulher King Blvd E S 1919 Tompo, Fl 33610-7305 mee Phone (813) 223-1747 Fox (813) 229-0657 SWFWMD AERIAL Pinellas County Date of Photo . May 1979 -'", u :l I ' , J I ~~ W E POND AREAS s PROPOSED POND: ~ ElEV 25.0 (TOe) = 11715.35 SF ElEV 24.0 = 84487.33 SF ELEV 23.0 - 4909.33 SF ELEV 22.0 (BOTIOM) = 1921.60 SF EXISTING POND: 10910.25 SF SCALE' DATE ~ ASPHALT ASPHALT ADDED: 12630.79 SF ASPHALT REMOVED: 1806.55 SF NET INCREASE IN ASPHALT: 10824.24 SF ~ LEGEND EXISTING POND ~ PROPOSED POND ASHAPLT REMOVED ~ ASPHALT ADDED ~ ~~ NTS 04/2004 MADISON GLEN PINELLAS COUNlY, FLORIDA Section 10, Township 29 South, Range 15 East l( George F · Young, Inc. LICENSED BUSINESS 021 ARCHITE CTURE . ENGIN EERIN G . EN VIRONMEN TAL LANDSCAPE ARCHITECTURE. PLANNING. SURVEYING. UTILITY ST PETERSBURG. TAMPA - BRADEN TON -GAINESVILLE RES PONSI8LE OFFICE 8621 !<.to rtln Luther KIng Blvd E S 1919 Tompo, Fl 33610-7305 Ince Phone (813) 223-1747 Fox (813) 229-0657 DIGITAL AREAS CALCULATED