The URL can be used to link to this page

FL01-04-17 - l ~ f't,- (7/" 0'1 " tr"a .. CITY OF C~ARWATER~ APPLfCATION FOR SITE PLAN A.P-FRQVAL PLANNING & DEVELOPMENT SERVICES ADM1NISTRATION MUNICIPAL S~RVICES BUILDING, 100 SOUTH MYRTL.EA VENVE, '2nd FLOOR PHONE (727)-562-4567 FAX (727)562..4576 '-~~" This form must be submitted for all applications for residential uses, accessory uses;'n.9nresidential-uses, fences, Signs, vested rights, development agreements, seawalls, docks, marinas and other marine structures and home occupations. '-Ii APPLICANT, PROPERTY OWNER, AND AGENT INFORMATION: APPLICANT NAME: Fountains Bayway. Inc. - MAILING ADDRESS 3802 S. Westshore Blvd.. Tampa. FL 33611 PHONE NUMBER 813-839-7500 .,' FAX NUMBER: 813-837-7081 PROPERTY OWNERS : ,Applicant (List all owners) AGENT NAME : O'anteGroup. Inc. Attn: Richard Adelson MAILING ADDRESS : 2705 Sunset Point Road, Clearwater. FL 33759 PHONE NUMBER : 727-791-5555 FAX NUMBER : 727-726~'711"" PROPOSED DEVELOPMENT INFORMATION: SW quadrant of intersection of Belcher and Sunnydale; approx. + / -173 feet south ofSunnydale STREET ADDRESS: LEGAL DESCRIPTION: Lot 2. Belcher Bayway Subdivision. Plat Book 120. page 4 PARCEL NUMBER: 01/29/15/06220/000/0020 pROPOSED USE AND SIZE: ,_See Request for CIRP Justification Statement attached, (number of dwelling units, hotel rooms or square footage of nonresidential use) SIZE OF SITE: .See Site Plan .lttached .', ~. , DESCRIPTION OF REQUEST: ~See Request forCIRP Justification Statement attached- DOES THIS APPlICATIONINVPLVE THE TRANSFER OF DEVELOPMENT RIGHTS? YES ---.:.. NO x.. Signature of property owner or representative Richard Adelson. President STATE OF FLORIDA, COUNTY Of PINE~~~ Sworn to and subscribed before me this --I(J\~ day of ~,~ A ri , bf-': A:.p., 19~_ to me andlor by ~ .$(>101 I who is persona lIy known ha~ fm~g1JC~ ." ~ Y ::!~ MV~- /v~~ ~ my commission expires: liJ.::;r.~~~ Richard Ratajczak,Leaman : . .., MY COMMISSION # CC907S47 EXPIRES I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knOW;u7a;;~ FOR PLANNING OFFICE USE ONLY: ".-r- ,LAND USE DISTRICT OF PARCEL: ZONING:--L!:I _ , ZONING CLASSIFICATION OF ADJACENT PARCELS: NORTH: ' :rp,.f SOUTH: FUTURE LAND USE CLASSIFICATION OF ADJACENT PARCELS: NORTH: .,1,i:"....~,. ~ ,Rr..~\ BONDED THRU TROY FAIN INSURANCE, INe. _#r.E.~~~I.:~AT:q_:.: WEST:.-7~- SOUTH:, EAST: WEST: /,'. !Zr4 2.--13 . . . "I..' " . ~ APPLICA~ION & SUBMITTAL.;~.... DOCUMENTS FOR COMPREHENSIVE INFILL REDEVELOPMENT PROJECT .1802 N. BELCHER ROAD CLEARWATER, FLORIDA OWNER FOUNTAINS BAYWAY PURCHASER CHARLESJ. & JANET RUTZ PURCHASER'S SUBMITTING AGENT RICHARD ADELSON Q'ANTEGROUP, INC. 2705 SUNSET POINT RD CLEARWATER, FL 33759 727.791.5555 FAX 727.726.0711 roJ ~@~OW~nJl UU APR 1 7 2001 UU PlANNING & DE VELOPiViENT SVCS CITYOF CLEARWATER ate ~O~~ - . . CONTENTS AFFIDAVIT TO AUTHORIZE AGENT RUTZ TO ADELSON CIRP APPLICATION NARRATIVE RESPONSE TO CIRP CRITERIA REDUCED SITE PLAN & LANDSCAPE PLAN REDUCED BUILDING ELEVATIONS COLOR RENDITION OF BUILDING ELEVATIONS AFFIDAVIT TO AUTHORIZE AGENT FOUNTAINS BAYWAYTO RICI-IARD ADELSON/Q'ANTEGROUP, INC, SITE SURVEY (INCL TREES, TOPO & UTILITIES)IN POCKET AT BACK OF PXCKAGE CITY ORDINANCE 6233-98 VACATING RIGHT OF WAY PLAT OF SITE RECIPROCAL EASEMENT & MAINTENANCE AGREEMENT PROOF OF OWNERSHIP PERSONS WITH CONTRACTUAL INTEREST IN PROPERTY ABUTI'ING PROPERTY OWNERS LIST SITE LOCATION MAP PERSPECTIVE OF BUILDING ELEVATIONS OF BUILDING SITE PLAN/LANDSCAPE PLAN FILE ,COpy - . . AFFIDAVIT TO AUTHORIZE AGENT "',.'..,: This affidavit authorizes Richard Adelson of Clearwater, Florida, as my agent to execute any petitions or other documents necessary to induce the City of Clearwater, Florida to consider and act on its Comprehensive Infil/ Redevelopment Project application, for the property known as J 802 N. Belcher Road, Clearwater, Florida 33765 recorded as Lot 2 of Belcher Bayway Subdivision, per Plat Book J 20, pg. 4, Pinel/as County Public Records. That I, the undersigned authority, hereby certify thafthe foregoing .is true aoo.____.__. STATE OF FLORIDA, COUNTY OF PINEUAS Sworn to and subscribed before me this '~oi!1 day of MARUt1 ,A.D.', 2001 to me and by who is personally known to me. Rt~ IV~~ -~ Notary Public. My commission expires ful$ 3 ~ . / "UU", Ie k l /i'-~y fl:* Rkhord Rata zo - eamon :.rK'~ :.~ MY COMMISSION # CC907547 EXPIRES '~.A~~1 February 3, 200<4 ...;;,......<r--" WNDED THRU TROYFAIN INSURANCE.INC. ..."" FILE COpy " '- . . APPLICA TION FOR SITE PLAN APPROVAL Request for Comprehensive Infill Redevelopment Project for Property Located at the Southwest Quadrant of the Intersection of Belcher Road and Sunnydale Blvd. Approximately +/- 173 Feet South of Sunnydale Clearwater, Florida Lot 2, Belcher Bayway Subdivision Plat Book 120, Page 4 Introduction The Petitioner, Fountains Bayway, Inc., and the contract purchaser, Mr. Charles Rutz, respectively request review and approval for a Comprehensive Infill Redevelopment Project (ClEP) for property located at the southwest quadrant of the intersection of Belcher and Sunnydale approximately +/- 173 feet south of Sunnydale in Clearwater, Florida. The purpose of the request is to facilitate the development of an office building at the above location. Back2round The contract purchaser has enlisted the services of an architect and engineer to prepare a site plan and building designs for developing the project. In the course of preparing the plans, the contract purchaser and his consultants met informally with City staff to receive input and obtain pertinent zoning and site development requirements for preparation of site plans. At the time of consultation, clarification of zoning requirements for the Industrial, Research and Technology (IRT) district indicated that the proposed use conformed with the IRT zoning requirements with the exception of the following discrepancies. 1. Property width is less than the 200' required for Level 1 approval 2. Required side yard setbacks for Level 2 approval are not feasible 3. Relief is sought to the Level 1 and Level 2 requirements through the CIRP Description of Proposed Use and Site Plan The proposed use ofthe vacant parcel, Lot 2, will be as a 5,000 square foot commercial office building. The accompanying site plan shows the building orientation to be within the interior of the site. Substantial building setbacks from adjoining properties are provided via intervening parking and retention areas. To the north of the subject property is an existing bank use, which represents Lot 1, of the Belcher Bayway Subdivision. To the greatest extent possible, the site plan meets the standards ofCIRP. A 20' landscape buffer is provided along the street frontage to contribute and enhance the public realm to FILE COpy \.J . . the parcel. The building design has included architectural elements that are aesthetically pleasing and compatible with existing neighboring buildings. Addressin2 General Standards for Level One and Level Two Approval Conditions (Section 9-913) 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density, and character of adjacent properties in which it is located. "The overall massing of the proposed 5,000 square foot building is consistent with the scale of neighboring properties, consisting of multiple gable end, pitched roofs and stucco exterior finish similar to properties across from the site on Belcher Road, and with partial brick facing similar to the existing neighboring bank building on the comer of Belcher and Sunnydale." 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof "The proposed development is in keeping with the market tone and tenor, fit and finish, and use of materials and workmanship compatible with existing neighboring commercial buildings, as such, should encourage similar development. " 3. The proposed development will not adversely affect the health or safety or persons residing in the neighborhood of the proposed use. "The proposed development use is office space." 4. The proposed development is designed to minimize traffic congestion. "Traffic access into the site will be via a shared existing entrance on Sunnydale Blvd which presently provides a 30' wide entrance and exit for an existing bank. Additionally, a new 30' wide entrance is proposed for access directly to Belcher Road. The total vehicle load for the parking are will not exceed 20 cars, and the volume of daily traffic generated by the proposed development will be modest. Delivery vehicles typically will be parcel/courier service trucks, on a daily basis for a maximum of five tenants. " 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. "The proposed development will not conflict with the community character of immediate vicinity. The architectural style merges commercial and residential elements found in neighboring properties. " 2 u . . 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. "The proposed development will be in operation during normal professional time periods. No visual, acoustic, or olfactory impact will be generated by this development. " Flexibilitv Criteria for Comprehensive Infill Redevelopment Pro;ects (CIRP) 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviation from the use, intensity and development standards. "The proposed development is not practical for commercial use and return on investment if constricted by standard setback requirements for the IR T zone as determined by the size of the site (less than 200' parcel width). Access into and through the parking area would not accommodate a standard passenger vehicle turning radius, parking spaces would not conform to code requirements, and the gross floor area of the building, available as rentable space, would not generate adequate cash flow to service development debt." 2. The development of the parcel proposed for development of a Comprehensive lnfill Redevelopment Project will not reduce the fair market value of abutting properties. "The projected market value of the proposed development is on par with abutting properties adjusted for use and scale." 4. The uses within the Comprehensive lnfill Redevelopment Project are otherwise permitted in the City of Clearwater. "The proposed use--office space--conforms with the IRT zoning of this site." 5. The uses or mix of uses within the Comprehensive lnfill Redevelopment Project are compatible with adjacent land uses. "Existing adjacent land use in the area include, financial institutions, professional offices, medical offices, restaurants, trade shops, light industrial, and retail. The proposed use or mix of use for this development is compatible with existing adjacent land use. " 3 . . 5. Suitable sites for development or redevelopment of the uses or mix of uses within the Comprehensive lnfill Redevelopment Project are not otherwise available in the City of Clearwater. "Though other sites may be available within the CIRP, this site is optimally located for smaller office development. The proximity to main and secondary vehicular routes and proximity to one of the prospective tenant's primary clients enhances the development's marketability. " 6. The development of the parcel proposed for development as a Comprehensive lnfill Redevelopment Project will upgrade the immediate vicinity of the parcel proposed for development. "Extensive use of quality and "upscale" architectural materials, finishes and professionally designed landscaping for the proposed development will enhance and upgrade the existing vacant lot." 7. The design of the proposed Comprehensive lnfill Redevelopment Project creates a form and function which enhances the community character of the immediate vicinity of the parcel proposed for development and City of Clearwater as a whole. "The simple, straightforward geometry of the architectural massing of the proposed development is designed to present an elegant, clean statement, enhancing without conflict, the community character of the immediate vicinity and the City of Clearwater as a whole." 8. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. "The proposed development does not deviate from surrounding developments in regard to set back from Belcher Road. Though lot width is constricted for this development, the site plan design takes into consideration the adjacency to an existing bank's parking and drainage retention areas---providing a natural transition from the existing areas to the proposed development's. In support of reduced buffers, the south side of the property is heavily vegetated and provides a substantial opaque screen between properties. The enhanced landscaping proposed for the development mitigates any negative impacts between the proposed office use and the more intensive industry use located south of the parcel. To the north of the site is an existing bank use. The placement of a number of drive-through windows are located directly north of the proposed development site and would not be impacted upon by the reduced north side buffer. " Additionally, the Petitioner is requesting relief from the side yard buffers of 15 feet. The proposed buffers are: 10' minimum on the south boundary, and a 3' +/- buffer on the north boundary. Due to the uniquely narrow lot, the strict 4 d . . requirement of the side yard buffers would eliminate a substantial amount of parking to a degree of non-conformity. It is the Petitioner's beliefthat weighing the operations of the use and the and public benefits provided, the additional parking in lieu of the larger buffers are justified. 9. Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the immediate vicinity of the parcel proposed for development. "Off-street parking is not required nor anticipated for this CIRP." Additionally, there is in-place a cross parking agreement, egress and ingress agreement and a shared retention agreement between this and the bank site to the north. Si2na2e Petitioner is requesting, as part of the CIRP petition, an increase in signage consistent with the CIRP standards, The sign will be located within the front 20' landscape buffer and will be designed and landscaped as an attractive and tasteful extension of the buffer and architectural elements of the building. Conclusion The CIRP request is in keeping with the surrounding area and community environment and will enhance the appearance of development along Belcher Road. The office use is completely appropriate for this location. To the best of the Petitioner's knowledge, there is no opposition to the request since most of the surrounding land uses exist as a more intense use than that which is proposed. 5 PROJECT DATA SITE /\RE^= 28.556 sa. FT. (.66 AI SUILDING FOOTPRINT: 5.000 sa. FT. CARS PARKED: 1 B CARS, INo... 1 HANDICAP REO'D PNlKING: 3/1000 sa, FT. IGFAl 15 SPKES REO'D e ZONING: lIlT FAR. .17509 I.S.R. .44799 SETWICKSIREO'O UNDER 1R1): FRONT, 20' REAR IS' PAVEDAREA 10,763 ..r. lJ\NDSCAPE AREA 12,293 ..r. PLANT MATERIAL 5CHEDULE t'WlJ; aoTA.IlICAl......1'E ~1l'IC"'TIOtl "" an vs vlllUlllrUl!iU!f'E1Il!UPl 'Il8uMIUIIt~... , """ '"...u . '" OW:1fC1I5~1oII" "" ... 15' B '" CAI. . """ , . RAI"NOL!:P'I5IlOCA ""'......- ."...u ". " J'llNN.D AlII[IlIoTA '~I'l~ , """ , .. !ool6lIL'AirwTTCl C.IoI&IaPAL" lO'ClIM1~ " CAllSftlOll'lC105id ~BO"lUI\I5Il BIIl"C"" .. JPHOOOCtIlOlfON ~. AlAl.I...~.lIOtlA.. ,""" '''AlL SfW AliO ruell . 9UO ""0 IlYOlfOt1UlCH ~ ~ ~ ~1lO"'lf(.EJrlT1JEe.o._ 1IIlCI-I ~IttOOfO C'PIt~, )' 'h4I:f( JII .41.1 ~"'IlT" NIt..., IRRIGATION 5YSTEM t NOVa: IOOlIo CO'l~.,to(,l1l!llllCl MUftoII\I.! /loICl EO\IPIENT ..., !Il"K.ED ,. of' Ill!H .TIt "'-'1 '"'"" AIIO TlI'lIR. ,. "uoe,",IO"'''''O_'''1ELf~pt.n. 4. :.l$l()7f(Jlft"'T40""" i. 11f..05 T.....T"...Y1tt6lll~',...".., OMIIlIlDlII6 ~L etC~CTfO TOP'llel.IC ....T!1t ~,. .. 'I"tO'Y'1'JE &ACkf1.OII ,.......TlI /iKJ !MITO!''' "'S "ClllI'tO BY c.ovE,,*, A411IOl'- I. PftOVQ;'M1.5fII~'HU'r-(ll.'Dt"1Cf e ~ Lor .x C/~f~ In~stdol Pat*. R~/(7' P.e. 71, PG. 9 ~~ ~',~ , r.cu. 7.(),E. r.os ~ i ~ ~ - ~ ~~ ;~ ~~ ~ ~~ ~r \~ ~, !; ~; !..~ ~~ \ ~ ! ! r-- \:) '" ~ W., ,~ I'" ~ ~ ~"'...1 ",,"~1lI4l. Of ~ cau~ I "InITllf:tll!o'llOQt,~ . 40 BELCHER ROAD ass C_u#1_ NtHit'D ? 0. ~. CO"l:'r~t~ Curb BEL CHER R/W Width Varies ROAD SITE/LANDSCAPE PLAN SE. Cr;yr>.,. c>F ,,,. ME. 1/-1 - OF II>. SF. '/__ c>' ~II_ 1-2J1-1~ .......c: """'" I 1 1 1 I 1 1 1 01 ~ I' ~ il ~I{r I t, I' ,," ~. I ~I fl ~L._._._ , E8 NORTH J J .f I fa III!! ~ .f ! II II I~ ~ ~ ~! w I ~I ~ iil ~ 1-'20B 1 A-I /~\ ll-=-- "'\ '(~'" METAL LOUVER WARM GRAY DARK ;E CLAD COLUMNS SMOOTH fiNISH WARM GRAY ME DIUM NORTH ELEVATION e I -- - C J -----7 LL CJ__ HM DOOR I fRANE ~ SOUTH ELEVATION - fiN. flR. HEY. 0'-0' MET Al ROOf A T DORMERS MA TCH SHINGLE COlORS ? g COMPOSITION SHINGLES NEDIUM I DARK GRAY BLEND ARCHITEC1URAl SERIES GUTTER SAND flNI5H 5TUCCO WARN GRAY MEDIUM ALUMINUM WINOOW COMPOSITION SH1HGLES GUnER , TRIM WARM GRAY DARK 5AND FJrilSH STUCCO TRuSS BEARING 10'-0. CLAD COLUMN WEST ELEVATION EAST ELEVATION o 15 5 35 o 10 GRAPHIC SCJ'U..E 20 I J 'f ~ I IJ~~ II II ],~~ )j b ~ah!. I~ l.? Z 9 5 a:l W U u: LL o C<: Ul I ~ Ul III -<l S uq ~ ~ ~ I ~ r I 2081 PR-2 ? o ~ ~ '> t~ ,j' 0 ...J ~ . J: m ~ ::! o 2 tii m r- n J: m ;:0 ;:0 E ~ r- ~ ""l o 2 F\LE COpy . 2 o :!I J: m ~ ::I o 2 in ~ n m ~ . AFFIDA VIT TO AmfORIZE AGENT . PLANNlNG & DEVELOpj\tffiNT SERVICES ADl\t1INISTRATION MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE A VENUE, 2Dd FLOOR PHONE (727)-562-4567 FAX (727) 562-4576 STATE OF FLORIDA COUNTY OF PINELLAS FOUNTAINS BAYWAY, INC.. MARK MIllER, VICE PRESIDENT (Name off all property owners) 1/ 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property: ADDRESS OR GENERAL LOCATION: N. Belcher Road. Clearwater, FL 33765 LOT 2 OF BELCHER BAYWAY SUBDIVISION PER PLAT BOOK 120, pg. 4, PINEUAS COUNTY PUBUC RECORDS 2. That this property constitutes the property for which a request for a: Application for Site Plan Approval (Nature or request) 3. That the undersigned (has/have) appointed and (does/do) appoint Q'anteGroup, Inc. Attn: Richard Adelson as (hisltheir) agent(s) to execute any petitions or other documents necessary t.o affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; , the undersigned authority, hereby certify that the foregoing is true and correct. SIGN ED (Property Owner) ... STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this . S'-"-- day of ~ ' A.D., 1-9;>"~\ to me and/or by . ~ M~ \ \,,'1"'" , who is personally known h~ as mntifieation. SIGNED (Property Oltmer) FILE COpy SIGN ED (Property Owner) '~~i' '~""""'.~ ",,,,.,~ :',"n ::-:> '"> C-:;J "~'~-~ ....J,.~ ~ ! a. . ~ II: ~ It II .. . ~ a. , ~ e i .. i ,: s .. , Ii . a: i , S.1r.H'21F. . . .f -..--:-..v~_~...' ti ~r ~ ii Ii i C &"' '" ~ .,j -) ih ~ -_. ~.,... ~ '.....,SCC17ltJN.t ~.StNJ'" ..... I. CAST. IWCl.I.AS CIW:lIWS ~ _ ~. ",., __ ~ ,.,. 14 .,.. ....... ,...,. .,....... ~ ,.,... .., AI1Itr ---- ~.t .. ~...-..,,..,.,..., '......,... ~t (AI ".-M s._ , .... At........ ... _ IMdIt .....", ., -'tI ~t .(AI.'" ~ (If( -. _, ,. .,.., .. .. ....'-V :.::-.::,:'.=~...~ 1't>>fTor I",. ",., "- .,." - .. ~....... ~ -, .....~t.-N t.t. ,.. __ "'~ ... -.N ~ ......... ... .. ... ..., ~ ., Ut AI 1N.4I _, ,. .,.at _ .. SMItIt ,..., .1.., ... ., ;'~i;..t;:.. ~-=::-~t,;,._.'l:=~~ ::.:'/'~-:-., ::~~~--:;~.... -.M_tltpf,.,_, ItAT ....-..vr'Al .. ~ .. .... ,....., .,........" ,. ~ In. ",.,., .c. ~ --+-- l. It _ ~ll:lr. ~.->'I ~;'\t ,'- .:~ l~<~4 -01 -- "" -..AT 01' "" ~ 01' LOT _ ""8 _ MoAT 01' -.LA4LaI'IO_ -- ""8 ~ W MoAT 800IC .. ~""_ ... 01' ~ ~ IiIrCOIl'IDe 01' -.LAS OOCMTY. n.---. ..cnaN .. TO_ _ ~ _ .. _ST. ~""T8t. -.LAS OOCMTY. n.ClOfIIDA _ B~YDA~__~EVA~_~_,.,~~_ I .,' MtiNT-/1F-IlAY t-- ~~~~ ~ I s.M'.N'21'c. 2711fi "3SD'1' Lor, I I ~I~ :,' '::'fl'~ i . L &"' I it -) : I ~ ~ II II I ~ ~ \ 1 ~ I' i~ ~ I I iii ~ ~ l ~ i ~, lll~ . 'i I i i I : 11 H:t.<.. I I ~ '" : , h ,.' J' ~~ ~----~ ).. "M' NIrOII3d'lr. t , I Q ~ t 277.1" Lor2 ~ . l 11 t OJ ~ ... ., t ... '" S_th_.t ~--- s . Lot /1 ~t Hwrdar)'.' lol 16 11' ~ ~..) SubtiiW./(JIt P./l. ... ~ T$ -~------------------------------ -- f$' ~I 11' '.Y lIy ~I (V.CIII., p.r o.lP. "'0t:U7, PJI. JI6g) N......"S6.,. S_III ..."." ., tIN N.C. 1/4 ., ,.. s.r. 1/4.' S_I"'" f-,zg-f$ L.ot 'f'f. CI_.rW'.t_r Inclu.tr'., P.rk PIa, IJook ..... 1M~ 4lJ ~ - ".,.""",.", b~. ~t (/#'.IU/.) S.t ...", -: ~'-_(hI)U ~ -"'<2~ ~Q ....... .,.,...,......... ~-- ......... ~ RID !!!!!a I. NOnce:,.,.,." _ ~ it Ir. "..,. ....... ,. 1M .... ~ .f.... ~.... ............. .w .. ... _ .r-l_ .. .......,..." _lItw1t,. II,. _,. .,.., ~ .. .t. -- tit .... ,*to ...,..,. ......... (II' -,I'" n.. _, _ "'t... ","'t__ ,.., .,. _t ,.. ~- ",.,,.., -y-"'- .."...,...,... .'fIII_ _ty . . ~ I..'. , ~ ~ .,. ")KI ,. . ....,.... ......,. E__t .. ....,_ A~ ,..,.. III r lU. .... "7C ,.,. at. ~ ,...... .f,..... c-I,. ~ "'~*',;,~~_':' GJUPBJC SCAIZ ... .. IS-" .. ~-~ . - - . (--) 1_-111 IL UfI" I ~ ~~CIJI'IIlIa' laMrlWrMIE ~~_--...r"" ~JItDI/CtJIM~ Tltt'eT lIF l.AMI--.r 'LenDl AS .-z~"""T~ AItIJ RlAT INS /fAT ~TS ".. 1t1Dl1ItJ/N rrt.-..r lIE ~ AMllIIIlCS..." IIGICAIE na/CAT #!W....CD12 ~ ,..,... -..- ... ...".... ~. _1r1MIIe .. .... ... .,.... .AliIrMr.........~ -:=..--=. - .. -..-::;- "Y..~!~<:~\~.~.t- ~~ "Y..~:'~; ~.~ ,.. __of_ .. ~ ~..\d .......b<r....O'l1.1 ACItNOtIUDtIIIENT or. 'lIDll&SO'l. STA TE iT 11-. COIMTY lIF A&L~ .t l~t:DfflIITt:IIf tMS~MTl/IF ~- . _1CnJIIC1tIE~l.Y~ .......c..uJt .....I'fIE'Sl1JENTDFFDUIIITM/IIS..t'8r..-::.A~~1JPtC AMP..'''' lMAlAarMlrl; M:. A 11,.... ~TJrM( 1lI11C..., ID. ", 1'DISCN ~ lit AND 11IM EIrW/DI TNC RMf'llIQMr ~TE MIIJ <<ZlCA11tQ1II MtI/} A~ IItC EXEt:tn1tJN 1Ht1fFlIF 1D IIC."" flIEr ur AA&).JlEEDFfJII1HIl"~1NtOl1OI~ .T1I/ES$,"NANfgAW~ SEAl. n.rs~II1IYfT ~u.. ._ - (l~1.S(.300 -- M1"~rJll1llfEs.' tJi& -::.-:=-- ~.. ---~.:'-- r:.~.('~~ MMIC" r....." "II till STAM'If'41 ACIfNOIIlEDCMIFNT srA 1C Dr 1lCI8IW Cf:M.MIT'" tJrJ1WCJ.l.AS INEIfCIY&Dt11n'(JN I1rt$~AtTOF .:::r...~ . ".IICR:l/fEItIC..-..sc:wA/:l.YAWCAAIJtl) KATHY ~ MlQf I'tfaIDCNr OF THE MUA<< 6UiK OF IlClllll4. A 1lG11D4 ~ ~17Ql\(. 10 IIC ftNDlIN 10 IJC THE 'FIISDN ~ 1/1I ANt)."" CJtEalTCD TNE ~ CClTnCATT AND /JCllICATION ANI) A~D THE rxct:V1'JON I1tE1fCcr 10 _ N1S FIfEE ACT AND lJCED FOIl 1HF ~S TNC1IE'IAI ''-SS<1/. "'fNCSSIIP'NANDAMlltJn1t:1.Ai. $CAl. 11rt$~IMTtJF ~.. .- ,..kI.t.-.otJ ~NO. liIY~rl'l'WE$.' . !lc.:LI.:';T....~ ;::11 (>> STA'*'CD) (l) .=.:.:=",- ; --a- .; -'--"-- - CEHT1F1CA11DN OF AJIJlWOV~ or CITY CDIIIISSION ~~"::'::~:~~~"~~T:::':WSTHE~:"~ ~ .. .J: ,.,.. I . )1.\- "'TY IJANAGDt ....\,.~~-.:? F:. ,"-:C'. . :-. .~. . ~~. . .....; .' . ~ , ".. .It-.. . .' "",.';1' . .i......',. :, ~l;' ~~( CClfT1F1CA rc OF A}iIIlIJIpOVAl OF COUNTY CirRK STA TC " 1l~ ctMJNTY or IWEUAS " KAlfLCCN'- IJC &AG)I t:U'MlIF THE t:MQHT ctJIMT (JIT JlWEU.AS ertUNn: ROIIW. ~r altlTY >>tAr THIS /ltAr HAS IICCN CXAMMeD ANI) TH.AT" &OWf.ES<< FlIIIII _TN All. T1r1C ....tlUJllEJENf'S"" THE STATU~S or lWfAA .-J'i{;1!;'r: TO MIU'$"""" ol'lA1l; ANIIlNAr nn /ltAr HAS ECN nUD FOIt IICCOMJ lit JlltAT 0..... . l'Ult4"Ar"CQtDS'''''I'WC1LAS&#tJIItn; ROIDI- INS AlIr Dr.. . '" ~ JO:OI tl.M ."~1l1 1& JlCN &U*''' II ...."', 1WfI.C'CN '" DC &M:F.t <<llIt' 'WrUAS t:OUMn; "1.... I i I .suIrWYMS' CCJr1FTCATC L .-:Ht.Cl' c. ~ lIF Qf''*I" F.. Jl'IlIIC,I/II4 #tIC.. 1HC ~ 1IAIIM/11N1S ,IlAr. DO He....... SrATE fHAT T1tIIS /f.IIT .AS ~ I/NtJE1r IIY /IMIl'C11t'JN ......., ~ ANl1 I'NAr TN1S I'I.Ar aJMPllCS _TN AU. tJr 1Nr $II1ItWy ....tNMfEWN" ""I"AIT l t:NN'1FJf '''- 'l0llW STATUres. .~~~ ../(~ ....,... s.n.JW' lit. ... -.. 11 L ~~.wc. . CJnta., _ ..J8&I . Ll"ND .....~. ----.-.-~.... ...- C"'"__~ ~ Oj/3~TIJE 10:09 FAX. 223 8317 RUDNICK & WOLFE. ~- 31-1998 B9: 04 ...EA<U1TER C I T'l' a..m< --... --. pRDINANCE NO. 8233-98 141003 813 562 4006 P. l1II!f2/0E:t3 .A.... . .......... . ..... _ -.--.. . .. - ,,_.. AN ORDINANCE OF THE CllY OF CLEARWATER, FLORIDA. VACATING 15.0 RIGHT-OF-WAY ABUTTING THE SOUTH LINE pF LOT 16, MAP OF A PORTION OF PINElLAS GROVES SUSDMSJON; PROVIDING AN EFFECTIVE DATE. WHEREAS, Fountains 8syway, Inc., 3802 S. Westshore BlVd., Tampa, FL 33611, owner of real property located in the City of CJeBJWaler, has requested that the City vacate the rfght-of-way ~e&cribed in Exhibit A attached hereto; and WHEREAS. the City Commission frnds thai said right.of..way is not necessary fer municJpal use and it is deemed to be to the best interest of the City and the general public that the same be vacated: now. therefore, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF CLEARWATER, FLORIDA: ~ection 1. The following: the 15.0 Right-of-Way abutting the $DUth line of Lot 16, Map of a Portion of Pinellas Groves Subdivision. as recorded in Plat Book 3, Page 15 of the public records of Pinelfas County, Florida (97- 19) ; .. Is hereby vacated, dosed and released. and the City of Clearwater quitclaims and releases all of its right, tiUe and interest thereto. Section 2. The City Clerk shall record this ordinance in the public records of PinelJas County, Florida, fallowing adoption. , Section 3. This ordinance shall take effect immediately upon adopfion. ~ I ., .:-i C - . CI'J i:::~ ~cC'):zI ~~:2a ~1 ~ n :a r- r-2: ~gm:1 ....>c:ll;~ UI.. r;a~ ....w ~ CD PASSED ON FIRST READING P~~rua~ 19. 1998 rASSED ON SECOND AND FINAL READING AND ADOPTED 11 RECPROING.,,\ ACeT I~,.g,v COOe REC D OR2'9 OS ~~~ =;;t proved as to ~rm: ~ :::(: ~~ :~~s ~ John Carassas Assistant City AttormiiiTAi /V s'l FILE COpy -d/ Rita Garvey Mayor-Ccmmissicn Attest. . I 6 .:' . :tf/I . . ~ . ,/ ,- I _ I .. '. , . . , Cynthia E. Goudeau City Clerk Ordinance No. 6233-98 03/31./98' TUE 10: 10 FAX. 223 6317 RUDNICK & WOLFE. ~9-31-1998 B9:04 '~TER CITY ~ .,. ". . .~ ~ NeRTH NOT TO SCALE: . , Exhibit "A" SUNNYDALE BLVD. +...I LO -Q) 0.. -+-I ~ oQ)m ~~ !.- o .. 01 Cl) -t D- U 0 _ D-r- ~ r--.... (. 0 0 .- . nLm +-' . +J~CL .-3 -0 . C 0\ eC:J '\ fiJ ~o~ ?\. G · 0(\ '\~ '" 0 s · ~\\ v \.\0 .~\ r\ e' 0' <( "J <(.\~ r'j~'O~' <0- ~. ~004 813 562 ~l!lB6 P. 0~ __~ f't-A. COUS"Ao: 990 7113LLAS 1.0011 vG OF' . ~'&c . Bt( . . o ~ 0::: W I o ~ w CD 15- rupt t1f Way .(by Plat) VacatiOn ,......., by Applicant Lot 11, Clearwater Industrial Park P.B. 44, Pg 46 ( Ltf!9DI DtlscrlDtlDn "f Righl-~f-Wtl" ttJ INI tfIl1t:'Dttlt( 15.0 foot Rlght-of-ltIy abutting Ill" 60lJth /In. 01 LtJt 14 ItItJp of tl IWtJon of P/n"t/S Q-Daw SubtlN#tJn. ,. r<<xxtJ1Id In PItIt Book "' Pf1gr115 fit lb. Pubflt: R~ of Pim:lltl$ CountjS Flfrldtz. FILE COpy S-T-R; 1-29S-tSE Grid I: 2628 THIS IS NOT A SURVEY F'OUNT AINS SA YWA Y, INC wc97- t 9.dwg Drown by. PWD Date: 12/15/97 Ordinance 6233-98 . INST # 97-173949~ JUN 19, 1997 2:24~ TillS INSTRUMENT PREPARED BY AND RETURN TO: / PINELLAS COUNTY FLA. OFF.REC.BK 9746 PG 269 _~.52) ,'?D -...--- RECIPROCAL EASEMENT AND MA~~~CEAGREE'MENT MARK E. MILLER, ESQUIRE MARK E. MILLER, P.A. 3802 S. West Shore Boulevard Tampa, Florida 33611 This Reciprocal Easement and Maintenance Agreement (the "Agreement") is executed as of the -;T 1st day of May, 1997, by and between FOUNTAINS BAYWAY, INC., a Florida corporation ("Fountains") and BAYWAY MANAGEl\1El'IT, INC., a Florida corporation ("Bayway"). R E C I TAL S: :..:5~,dO -- fYl'[)'I- WHEREAS, Fountains is the owner of certain real property located in Pinellas County, Florida, as more particularly described and shown on Exhibit "A" attached hereto (the "Fountains Property"). Cj C"- WHEREAS, Bayway is the owner of certain real property located in Pinellas County, Florida, as more particularly described on Exhibit "B" attached hereto (the "Bayway Property"). WHEREAS, the Fountains Property and the Bayway Property (together, the "Properties") are adjacent and contiguous and are, in part, bounded by the following publicly dedicated rights of way: Sunnydale Boulevard and Belcher Road. t WHEREAS, Fountains and Bayway (together, the "Owners") intend to share the access that each of their respective Properties are entitled to with respect to adjoining rights of way and in order to effectuate the common use of such access, they desire to grant to each other certain reciprocal access easements in, to, over and across certain portions of their respective Properties. WHEREAS, the Owners intend to share their respective parking areas for reciprocal parking easements, subject to certain restrictions described herein. WHEREAS, the Owners intend to share certain storm water drainage facilities, subject to certain _ restrictions described herein, WHEREAS, the Owners intend to permit certain portions of the Bayway Property to be non- exclusively used for installation, operation, maintenance, repair and replacement of various underground utility lines to benefit the Fountains Property. WHEREAS, the Owners intend that the covenants, conditions, restrIctIOns and easements established by this Agreement shall be covenants running with the lands and shall be binding upon and inure to the benefit of the Owners of the Properties and their respective successors and assigns. MEM1765 FiLE COpy . . PINELLAS COUNTY FLA. OFF.REC.BK 9746 PG 270 NOW THEREFORE, for and in consideration of the above premises and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereby agrees as follows: 1. Recitals. The above recitals are true and correct and are incorporated herein as if set forth hereinbelow. 2. Access Easement. The Owners hereby establish, grant, create and reserve for themselves and grant to the other and their successors and assigns, tenants, invitees, customers, agents, employees, licensees and guests (collectively with the Owners, the "Benefitted Parties"), a perpetual, non-exclusive access easement for pedestrian and vehicular traffic ("Access Easement") upon, across and through the portions of each of the Properties which from time to time exist as pedestrian and vehicular access ways (including but not limited to driveways, alleyways, internal roadways, sidewalks and curb cuts, as the Owners may construct and maintain upon their respectively owned Properties (which access ways collectively constitute the "Access Easement Area") for the purposes of ingress, egress, passage and access by pedestrian and vehicular traffic over, across and upon the Access Easement Area. Nothing herein shall require either Owner to construct pedestrian and vehicular access ways upon their respective Properties or restrict them from altering them once constructed or from constructing islands, medians and such other curbs or buffers as are necessary to direct traffic in a safe and orderly pattern, such that the Access Easement Area shall be defined and redefmed from time to time by each Owner with respect to its own Property, PROVIDED THAT, neither Owner shall be permitted to construct any improvements upon their respective Properties that in combination with other improvements would totally restrict access between the Properties or which would so unreasonably restrict such access as to be in conflict with the general intent of this Agreement. For purposes of this paragraph, the term improvements shall mean and include any structure upon either of the Properties which, by example only and without limitation, shall include buildings, dumpsters, islands, medians, buffers, curbing and utility pads. Furthermore, Bayway agrees that should a curb cut to Belcher Road to and from the Fountains Property be contingent upon use of a joint curb cut to Belcher Road between the Properties or should Fountains and Bayway otherwise agree to share such a joint curb cut, then Fountains shall have the right to, at Fountains sole cost and expense, relocate the Bayway Property curb cut to Belcher Road to the most eastern boundary of the Bayway Property such that the centerline of the curb cut and access drive so reconstructed shall be approximately bisected by the common boundary line between the Properties. All plans for such curb cut and access drive relocation shall be submitted to Bayway for its approval prior to submission for final approval to any applicable governmental authority. Bayway's approval shall not be unreasonably withheld and shall be deemed given if within fifteen (15) days following delivery of said plans- no objections have been delivered to Fountains in writing. Any express written objections that are reasonable within the context and intent of this Agreement shall be incorporated into said plans which plans shall be resubmitted to Bayway for final approval in the manner and approval procedure set forth above. The approved plans shall also include all plans for internal driveway rerouting within the Bayway Property, necessary for the relocated curb cut and access drive to function appropriately for traffic flow within the Bayway Property. All such internal driveway rerouting and any resulting relandscaping requirements shall be completed in a prompt manner once commenced and also in a reasonable manner to cause the least amount of disruption to the operation of the Bayway Property, and all at Fountain's sole cost and expense. Any governmental requirements shall prevail in the event of any conflicts in approval of the plans between the Owners. MEM1765 2 1:11 F COPV IIL~ . VII . . PINELLAS COUNTY FLA. OFF.REC.BK 9746 PG 271 3. Cross Parkinf: Easement. The Owners hereby establish, grant, create and reserve for the Benefitted Parties, a perpetual, non-exclusive cross parking easement ("Parking Easement") upon the portions of each of the Properties which from time to time exist as parking locations (the "Parking Easement Area") for the purposes of vehicular parking upon the Parking Easement Area. Nothing herein shall require either Owner to construct parking locations upon their respective Properties or restrict them from altering them once constructed, such that the Parking Easement Area shall be defined and re-defmed from time to time by each Owner with respect to its own Property, PROVIDED THAT, each Owner shall be responsible for providing sufficient parking upon their respective Properties, in accordance with applicable zoning ordinances and laws (subject to variances granted by governmental authorities), to facilitate the improvements each constructs upon their respective Properties. 4. Drainaf:e Easement. At the election and sole preference of Fountains, subject to applicable governmental requirement, Fountains may connect all or some of its storm water drainage facilities now or hereafter constructed upon the Fountains Property to the existing retention pond (the "Pond ") upon the Bayway Property for purposes of storm water drainage and retention through underground storm water drainage lines installed within the landscaped western portion (the "Grassed Area") of the Bayway Property (as currently exists as is shown on Exhibit "B"), provided that to the extent the Pond is insufficient in its capacity to serve both Properties and Fountains elects to connect to the Pond, Fountains shall expand the Pond in depth, slope andlor its boundaries within the Grassed Area including extension of the southern boundary of the Pond to within the boundary of the Fountains Property, all as may be permitted by applicable governmental authorities. Accordingly, Bayway hereby establishes, grants and creates for Fountains and its Benefitted Parties, a perpetual, non-exclusive drainage easement ("Drainage Easement") upon the Grassed Area for the purposes set forth in this Paragraph 4, including without limitation, except as set forth in this Paragraph 4, the right to install, use, maintain, repair and replace all underground storm water drainage lines to run from the Fountains Property to the Pond, to expand, reconfigure, maintain and repair the Pond, to construct any necessary improvements within or to the Pond and to drain all or any portion of the storm water upon the Fountains Property to the Pond and to retain said storm water therein, all at the sole cost and expense of Fountains including repairing any damage caused by Fountains to the Grassed Area and all in accordance with all applicable governmental requirements. To the extent any portion of an expanded Pond shall lie within the boundaries of the Fountains Property, Fountains hereby establishes, grants and creates for Bayway and its Benefitted Parties, a perpetual non-exclusive drainage easement within said portion of the expanded Pond within the Fountains Property for the purposes of drainage and retention of storm water from the Bayway Property. Each Owner further grants to each other a perpetual, non-exclusive easement for access to, over and upon each other's Property for maintenance and repairs to the Pond, the costs of which are to be shared by the Owners pursuant to Paragraph 5 below. 5. Maintenance of the Pond. Bayway shall maintain the Pond in good repair and clean condition and pay all costs and expenses in connection therewith (the "Pond Maintenance Costs"); however, in the event Fountains connects its storm water drainage facilities to the Pond, Fountains agrees to reimburse Bayway for fifty percent (50%) of the Pond Maintenance Costs within twenty (20) days after receipt by Fountains from Bayway of a statement therefor and paid receipts and other supporting documentation as may be reasonably required. The Pond Maintenance Costs shall include, but not be limited to, any alteration of the slope of the Pond or other such Pond improvements necessary to cause the Pond to comply with all applicable MEM1765 3 FILE COpy . . PINELLAS COUNTY FLA. OFF.REC.BK 9746 PG 272 governmental laws and regulations, provided that no such improvements shall include any enlargement of the Pond if necessitated by Fountains connecting thereto or by a subsequent change in the use or any improvements to either of the Properties; such enlargement being the sole responsibility and cost of the Owner whose change in Property use or improvements thereon necessitates the enlargement of the Pond. 6. Dischari:cs. Neither party shall permit the discharge, release or disposal of any Hazardous Material (hereafter defined) in violation of any Environmental Law (hereafter defined) into the Pond. "Hazardous Materials" shall mean and include, without limitation, (i) any asbestos insulation or other material composed of or containing asbestos or (ii) any hazardous, toxic or dangerous waste, substance or material defined as such in, or for purposes of, the Comprehensive Environmental Response, Compensation and Liability Act, any so-called "Superfund" or "Superlien" law, or any other federal, state, local or other statute, law, ordinance, code, rule, regulation order or decree regulating, relating to, or imposing liability or standards of conduct concerning any hazardous, toxic or dangerous waste, substance or material, as now or at any time hereafter in effect and applicable to the Property (collectively, the "Environmental Law"). 7. Utility Easements. Bayway hereby establishes, grants and creates for Fountains and its Benefitted Parties, a perpetual, non-exclusive underground utility easement ("Utility Easement") upon, under and across a twelve (12) foot wide strip of land (the "Utility Easement Area") the western boundary of which shall be the existing western boundary line of the Bayway Property running the entire length of said boundary from the Fountains Property northern boundary line to Sunnydale Boulevard, for the purposes of installing, using, maintaining, repairing and replacing underground utility lines for electric, gas, water, sewer, cable and other similar utility purposes, together with the right to enter upon any portion of the Grassed Area to conduct such installation, maintenance or replacement, all at the sole cost and expense of Fountains including repairing any damage caused by Fountains to the Grassed Area and all in accordance with all applicable governmental requirements. 8. PlattinK. To the extent required by any governmental requirement for any reason whatsoever, including development of the Fountains Property, the Owners shall jointly submit their respective Properties to all subdivision requirements, including platting and/or replatting the Properties. 9. Limitation of Easements. Nothing herein shall be deemed to create a partnership or joint venture between the parties or render either party liable for the obligations of the other, except as specifically set forth herein. Further, nothing contained in this Agreement shall be deemed to be a gift or dedication of any part of either of the Properties to the general public or for any public use or purpose whatsoever. 10. Lien Free Work. Owners hereby covenant to each other to cause all work undertaken on the other's Property to be conducted in a reasonable manner causing minimal interference to the operation of the burdened Property, to be completed in a timely manner once commenced, and to be promptly paid for by the responsible Owner(s) so as to keep the burdened Property lien free with respect to such work. Should any lien be filed upon either Property, the Owner(s) responsible for payment to the lienor shall promptly pay the sum owing or otherwise cause said lien to be removed from the public records or bonded over in accordance with Florida Statutes, in either case by no later than ten (10) days following written notice of such lien from the Owner of the burdened Property. MEM1765 4 FILE COpy . . PINELLAS COUNTY FLA. OFF.REC.BK 9746 PG 273 11. Maintenance. Except where certain costs and expenses are allocated otherwise under this Agreement, Fountains and Bayway hereby covenant to maintain their own Properties, respectively, including that portion of any of the easement areas described in this Agreement (collectively, the "Easement Areas") lying within their respective Properties, in good condition, repair and working order and clear and free of rubbish and other hazards to persons using the Easement Areas. Such maintenance will include, without limitation: basis; (a) maintenance of the subsurface and surface of the Easement Areas on a periodic (b) removal of all papers, debris, filth and refuse from the Easement Areas; (c) maintenance of lights and appropriate entrance, exit and directional markers and stop signs applicable to or servicing the Access Easement Area; (d) repairing, resurfacing, resealing and repainting of striping, markers, directional signs, etc. as necessary to maintain the Access Easement Area and Parking Easement Area in good condition; (e) payment of all real estate taxes, assessments, and other charges which may be levied, assessed or charged against each of the Properties or any part of same, including the Easement Areas. 12. Easements Runnine with the Land. Each and all of the easements granted herein will constitute covenants running with the land; will bind every person having any fee, leasehold, or other interests in any portion of the Properties at anytime or from time to time to the extent such portion is affected or bound hereby; and will inure to the benefit of the parties and their respective successors and assigns as to their respective Properties. 13. Indemnification. To the extent a claim would not by covered by the insurance required to be carried by each Owner as described herein and if not covered by other or additional insurance carried by such Owner, including applicable deductibles, each Owner (the "Indemnitor") shall indemnify and hold harmless the other and its officers and directors, as applicable (the "Indemnitee") from and against all claims, judgments, loss or damage arising from the exercise of any rights granted herein with respect to the Indemnitor's Property or the use of the Easement Areas located within the Indemnitor's Property, unless the claim, loss or judgment results from or is caused by the negligence of the Indemnitee. Each. Owner will procure public liability insurance with a limit of not less than $1,000,000.00 per occurrence and $2,000.000.00 annual aggregate, and such property damage insurance as required to adequately protect the improvements on each of their respective Properties. In each Owner's policy of public liability insurance the other Owner shall be named as an additional insured. Each such policy shall also contain a waiver of subrogation in favor of such additional insured. 14. Covenants. Conditions and Restrictions. The covenants, conditions and restrictions of this Agreement shall, to the extent applicable to the Properties or portions thereof, run with and bind said Properties or portions thereof and inure to the benefit of and be enforceable by the Owner of all or any part of the Properties, their respective legal representatives, heirs, successors and assigns, for a term of MEM1765 5 FiLE COpy . ~ PINELLAS COUNTY FLA. OFF.REC.BK 9746 PG 274 thirty (30) years from the date that this Agreement is recorded, after which time the same shall be automatically extended for successive periods of ten (10) years unless, prior to the end of such thirty (30) year period or the ten (10) year period then in effect, as the case may be, there shall be recorded in the Public Records of Pinellas County, Florida, an instrument abolishing any or all of the provisions hereof, signed by the then owners and their mortgagees of all of the Properties. If any of the privileges, covenants, conditions, restrictions or rights created by this Agreement would otherwise be unlawful or void for violation of (i) the Rule against Perpetuities or some analogous statutory provisions; (ii) the rules restricting restraints on alienation; or (iii) any other statutory or common law rules imposing time limits, then such provisions shall continue only until twenty-one (21) years after the death of the survivor of the now living lawful decedents of William Clinton, President of the United States. 15. Tenant Compliance. Any lease entered into by Fountains or Bayway or their successors or assigns with regard to all or any portion of the Properties shall contain a provision requiring that the use of the leased premises shall be subject in all respects to the provisions of this Agreement, to the extent applicable to any portion of the Properties that are the subject of the lease, and that any failure by any such lessee (the "Lessee") to comply with the applicable terms of this Agreement shall (i) be a default under the lease, subjecting Lessee to all rights in favor of the landlord to enforce the applicable covenants, conditions and restrictions of this Agreement, to collect damages suffered by landlord, and to enforce at law or in equity, all other remedies available to landlord in the event of a default under the lease, and (ii) entitle any Owner or tenant of all or any part of the Properties to enforce the applicable covenants, conditions and restrictions of this Agreement and to collect directly from the Lessee damages that may be suffered by the Owner or tenants of all or any part of the Properties as a result of such violation or attempted violation. 16. Breach and Remedies. In the event of a violation or breach of any of the provisions contained in this Agreement, the parties hereto and their respective successors and assigns shall have the right to proceed at law or in equity to compel compliance with the terms hereof or to prevent the violation or breach of any of them. The prevailing party in any action in connection with this Agreement shall be entitled to the award of its court costs and reasonable attorneys I fees at the trial level, appellate level and in any bankruptcy proceedings. 17. Headings. The headings contained in this Agreement are for reference purposes only and shall not in any way affect the meaning or interpretation of this Agreement. 18. Entire Al1reement. This Agreement, together with the Exhibits referenced herein and thereby made a part hereof, constitutes the entire agreement between the parties hereto. The parties do not rely upon any statement, promise or representation not herein expressed, and this Agreement, once executed and delivered, shall not be modified or altered in any respect except by writing, executed and delivered in the same manner as required by this document. 19. Severabili~. Invalidation of any portion of this Agreement or the application thereof to a specific circumstance by judgment or court order shall in no way affect any other provisions which shall remain in fuIl force and effect or the application of said invalidated portion of this Agreement to other circumstances. MEM1765 6 FILE COpy . . . . PINELLAS COUNTY FLA. OFF.REC.BK 9746 PG 275 20. Notices. Any notice, request, demand, instruction or other document to be given or served hereunder or under any document or instrument executed pursuant hereto shall be in writing and shall be delivered personally with a receipt requested therefor or sent by a recognized overnight courier service or by United States registered or certified mail, return receipt requested, postage prepaid and addressed to the parties at their respective addresses set fonh below, and the same shall be effective (a) upon receipt or refusal if delivered personally; (b) one (1) business day after depositing with such an overnight courier service; or (c) two (2) business days after deposit in the mails if mailed as aforesaid. A pany may change its address for receipt of notices by service of a notice of such change in accordance herewith. If to Bayway: BAYWAY MANAGEMENT, INC. 3802 S. West Shore Boulevard Tampa, Florida 33611 Attn: Steven R. Zaritsky If to Fountains: FOUNTAINS BAYWAY, INC. 3802 S. West Shore Boulevard Tampa, Florida 33611 Artn: Mark E. Miller 21. Tennination or Amendment. . This Agreement may be terminated or amended by agreement of all record title owners of all portions of the Properties, which termination or amendment shall be evidenced by the recording in the Public Records of Pinellas County, Florida, of an instrument executed with the formalities of a deed by all such owners agreeing to such termination or amendment. 22. Counterpart Execution. This Agreement may be executed in one or more counterparts which, taken together, shall constitute one and the same Agreement. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed on the day and year first above written. WITNESSES: "FOUNTAINS" FOUNTAINS BAYWAY, INC., a Florida corpor . 1 By: /;L Mark E. 'Mi2r~ice President -- MEM1765 7 FILE COpy . ~ PINELLAS COUNTY FLA. OFF.REC.BK 9746 PG 276 "BAYWAY" BAYWAY MANAGEMENT, INC., a Florida corporation By. c- STATE OF FLORIDA ) ) ss: COUNTY OF IDLLSBOROUGH ) The foregoing instrument was acknowledged before me this 1st day of May, 1997, by Mark E. Miller, Vice President of Fountains Bayway, Inc., ida corporation, on behalf of said corporation. He is personally known to me. STATE OF FLORIDA ) ) ss: ) Printed Name. NOTARY P LIC 'Ii '''' \,11. . III/i. State of Florida at Lan!~\\~ N\C GAUG;!;;/. ~-,\) ........ '<1.. ':z ~<J-...;;.~\SSIONE~...~ ~ ~ .- '\}~ 31 ~ . ." My Commission Exjire"~<:J ,~,-'" ,f.9.9-, ~o'" '% =*:~ .... :*;. - . . - - . 6 '<2:- ~~~ ICC29563 :~:. -:;.>.- ~ .~~ ~"'?: -.. ~ 8on~ed\"\ ~(.".....~~ ~~rA..~.YFam.ln~u\~..~ <.i.. ~":\ .~ ZI.'S........ c:. cs ,~ "~" lie SIf>.'''- ,\\'. .llllI/I';U""'<'\'.o (Notarial Seal) COUNTY OF IDLLSBOROUGH The foregoing instrument was acknowledged before me this 1st day of May, 1997, by Steven R. Zaritsky, as President of Bayway Management, c., a Florida corporation, on behalf of said corporation. He is personally known to me. (Notarial Seal) Printed Name: ""-- NOTARY PUB IC State of Florida at Large \1111/ \\1\\1 I/I///f ~\\\\, WlC GAll. fff//. ~~;. ....... G.-x ':z My Commission EXj)-'tl~~~'Mss'oN ;;'. ~1'~ $ ..~~\j'~"{ 31.,.9, ~... ~ .:: .';-~ ~~.: = : : = =*. ..... .*: ~~ ~ ICC 295636 : ~g ~~. .s,:- ~~... -?" 80nded \'t'o'~~r;.." ...~ ~ ~ J....o;~.~F'a;n.ln'u':..~ ~~~~. 1'.1. (/8 ....... \)\.,~ 'l'f/h,lie, STf>.''i:. \\\" , /fllllllllll\\\\ MEM1765 8 F1LE COpy . . PINELLAS COUNTY FLA. OFF.REC.BK 9746 PG 277 EXHIBIT "A" PaIt of Lot 16, in the Southeast 1/4 of Section 1, Township 29 South, Range 15 East, PINELLAs GROVES SUBDMSION, as recorded in Plat Book 3, Page 15, of the Public Records of PineIJas County, Florida, being further described as follows: From the Southeast comer of the Northeast 1/4 of the Southeast 1/4 of Section 1, Township 29 South, Range 15 East, ron thence North 89009'56" West, along the 40 acre line, 55.00 feet to the Westerly right of way line of BELCHER ROAD for the POINT OF BEGINNING; thence continue North 89009'56" West, along the 40 acre line, 277.40 feet to the West line of said LOT 16; thence North 00003 '36" West, along said West line, 274.42 feet; thence South 89030'35" East, 278.08 feet to the Westerly right of way line of BELCHER Road; thence South 00005'04" West, along said Westerly right of way, 276.08 feet to the POINT OF BEGINNING. LESS any parts thereof lying within SUNNYDALE BOULEVARD and BELCHER ROAD. and LESS the North 172.50 feet thereof. 6C16iLJ8/ S,-i~v ~cc0#3i&aS-b~!~f ~ }f ~l' ::'.j.'t Mi . J.JtJ", -..Jilji'u- - iJl~~:1j >;&;~;'} L;6-1'i-1 ;-/:.;;/ IJ:U6: ":".j '1 ~ '~:J':::<.:.. ,-' .;': / ~:' Chh>; 'it;; I :':NLt':~~b i ------.-.- L.;'--;/~:\tj~ : 'f, -.:... . .~j;~:: :i:; .. ':. '-"-' I: ! r: "~nv r' 1 . , EXHIBIT "A" CONT'D ; .., ....-oJ.......(If' . . .. .'-~"(II'. '(~II;.'.;.~ .....,- *- . ... ~-, .:=;.;-..-----... -- .. ----.-----.- I. \ 'n." t I ;." \~ . I ~~ , ~~ I t, ~ -'f' ~ ~: I " ~ ~ f j ~: ~. t j"t. t !~: i I 0 ~ 0 : ~:' II} " I ~ .... Z "', , . :.~ ~ : ' rl-'-.A iHl~ : i I ~ I ~ IJl Cl II : . : I t ! j It, o~.. \ I. ; j ': ~d ~ : II~ { Go; f I : ~I ~ ~ ~ . ~ ~ 'I , ~~ 'I~ t ~ ~ .."' 0 ;. /1J : .. It... U' ::;0 ""-: ~ . "'" I ... "" ~_ ~ ~ ~ . II . II QJ, ~ ~ :: I - -". ,.0' I~~ ~ ~." 9; ~ III ::;;. t I -:"'" U ~ ~,~:~ I ti ~ I ~~. 1C:1Il I ~;:) ~ ~ I I ."'( ~ ': I: I r. ! ~ .::t: .- .-. .;.I.. ,,~I IU" flU/I' i I I ... '-\' ,n' "':~p ...------....__u ..-----. ~ ~ _'! r.. ,~_ ._.....,." ~ III.Mr'" ------.. _u__-<<., ; ----...;::; ~ ___u --~--:--+L J ;...~ . .-.....,., , III"P' ... ~::. : ); ~ , t i -- ~~ii~E-~~~:~~--~;::;.. RO~O--- .-..--~~:~~~~:..~:,~-..~.~ ~ , ~II ~ -,' .. ~ .'1 ,..........;;;r-- -r - ~ _.- --_ _ _ _ _ ,.., , .~. ......_ . _ _ ... ./. ...._. ...:~= f'....:.~ ~~.; .' - - - - - _--:a-._ .. - l:I. '.'_ ,..~...~__: _"L_.. tlf~.. 1.1) .' t-~' "--. - _. ..-.;".-....::.~~~;_,-i...--,.......-: ._J "'l ,...- _. - ~:--.-- --...- ....-. --. .. --'-T-'-'7~ - '" . , .:If' I, I.:'~'o:'e\' :nfl/w.,j..,oJ, io"'>t .~....iw' ':4 7;. A't ~ . ..Df s .~",,;~, f..':J;".~ ~..-. PtI S .....s -..., --...-., ., I" ...~f'~) I"." ~qrcl ;:, , '. . : j F ~~. ~ Ii ; i :~ ' irl ; ~~ ' .-f !t' J f. ~ h!'o ~ '": ~ ~' i Jc I \. I ! ~ 'I I I I 'I , ~'fi , I i: ; , I , I I. . ! "Ii ; ,/ ,~. f: H G I ~!!!r~:C+Trf;C;ii:i\~.~ ir'i;iii;;;r;i1i!iiiii 1 r '1'" ;!.;",i::rrl " :rlU 'i I II: ; j :-,,: :,., ~ III J ~ n If rr'~ f I I ~ ( ;s I 9 ... r,..... :I' :...'tl\tr..~ 'I >>._, ........ .. .. .. . ..~.. ~ Jfi;f~lIfjil"liH!iFl' I !i ei;ii:f!.!'itiHll .' I-Jlllil"l,",: " II' w II i ,'Ia: ,.fhl"!)"'f I! """fl'." "f .. . I; II' 'fE "lllf": f ~~~ 1: 'I' )jil!J ~fli ; !,!I,J~~f'hfi:J':i!11 I " f:i 00. " U' ~ r ::1!'I.dl~hil;H! . I ~-l 1I ..,'ili III' "f!l'IP p. i i 1 ;,'!;h ~ ~ilJlf. ,i 'J" "." I t' t Ii i ! f I 11 1... 11= I h ='s i ,I; U I~ I FILE COpy. , ::: , ' r " . :: 1!IiH ' i IHlfi: J'f:'~ u , {.={ ,',JIlll '.fl, lll~ 'l~) , flU fr.fi .f' , I i'r ~iH" I t I (hI, !'~!r e ~ ~" . I - ~ · I ..1 i ~. ,I~ ~ i flli: !J'II ~_ , "Ii .. ! i ,; I , ! f " ~ PINELLAS COUNTY FLA. OFF.REC.BK 9746 PG 278 ,. -",,--.. .. I" ~-~--J ~ , I: ", - -- --- -- --~- r::- .-:---t. --- -, ! ~--- --:. "", . -- ~ . I tt - I I '. ~ I~ .i ! 111il~fi~:i ilr~ ; ~ '~'''l&"Owa. 'r'o ~ ,. : !.f: !iii!f~ l~li ~ r f !!rffi'f~l~ tl~~ i ..!:"il Il) ,-~!, I . ~'Jl-~ ~ I ~!, i : II~r~:!i:rl f:~f f 1- i:J1~li'!~l II~. ; lIJ~~~~t~!1 Ir~~ ! ! 111~Jf8:1 ~i I !5Ii~lf~f~i leI .to. 'o'~-il fA,.. , &!J:.ff~if' Jj~ ! lii-I,i, r f: r-~! JH! i!. =-... -.-- __",. II...."........ '" ~~T-""..U.."._,.".,... s...... ,-... . . PINELLAS COUNTY FLA. OFF.REC.BK 9746 PG 279 EXHIBIT "B" The North I 72.50 fee~ of the following described Parcel. Part of Lot 16, in the Southeast 1/4 of Section 1, Township 29 South, Range 15 East, PlNELLAs GROVES SUBDMSION, as recorded in Plat Book :3, Page 15, of the Public Records of PinelIas County, Florida, being further described as follows: From the Southeast comer of the Northeast 1/4 of the Southeast 1/4 of Section 1, Township 29 South, Range 15 East, run thence North 89009'56" West, along the 40 acre line, 55.00 feet to the Westerly right of way line of BELCHER ROAD for the POINT OF BEGINNING; thence continue North 89009'56" West, along the 40 acre line, 2TI.40 feet to the West line of said LOT 16; thence North 00003'36" West, along said West line, 274.42 feet; thence South 89030'35" East, 278.08 feet to the Westerly right of way line of BELCHER Road; thence South 00005'04" West, along said Westerly right of way, 276.08 feet to the POINT OF BEGINNING. LESS any parts thereof lying within SUNNYDALE BOULEVARD and BELCHER ROAD. F ILl:' "(1IP,>y ..t.~ vv EXHIBIT "B" CONT'n PINELLAS COUNTY FLA. OFF.REC.BK 9746 PG 280 . ) ';f)~~' i.."IftlrNdrw I"'-'__~rinl P.11'1( ~plOi pe ;.-/. ""~ t ~I IS ,lt~~l':? :::rr~ ~... ~ I !__ _ (_'-::'.'=~_J_ _ _. __ I~ I 1f.1If"II.J"""',,,, '''.T :{ ',.,- ..-"'fl<1 1/ I , C . _ ~~_ /~-F'\-"::"-':--~.;"::'-'-'- .----; '>2" . ~ . lt~ -i Q' I 0: ~ t~.-.;) (. U$#UU,. til : I ;j S,'~; ?~ E . (~:::'-:::;~---":; . ~ ' ~ , ~1 -, '. I I ~. ~ . i I l\ ~ 'j-'- --' I - I . / 1I1'" I '\ !: i u ,.~ . i " ~ .' : I ::... - l: ,;~~ : 1~' '.I:t I ! I Ii I 'JJ 'tit .. . - " . & , '~i' ~ ; .,~i ~ i,' v 0 ~ ; ,,~,,}I' i:1 ","2 ~ f:~ I "'{! , b.: , z ~ 'J -. II · : J ~ ~1iT"., : :II I ~ r i ~ - i; ,.:. . "'0 .-.;) --' \II: .' .~.., ..IIi Jj~ !,' , ~ i r t ::~ ! ~ i ~ r" D: fr' i~ ~ ~ III f, h · Ii t I · ~: ! ill ~Il :i l r. '. i · ,: }, J ~... I ~. I :, ~ .: r I i ~ ~ .... I ~ I I ~ ~ , ,. 'l t I~ t Co . I i I _ ~ .',~ i .... .- In,'!! I ~ ~ : I; I ... ". . ~I: , ... I ~ ~ ....~I _.. · ~,... "Ill ! ~~ i ,s c:= . '~1,:i I ~ I ~ ~ ..II. . ':Of'! ,... " ! .1 _ ~ '" I\] , :,: , /1 ! I' ~ i ~ : I I: I :: ! I I ~ g t I:... hi ):: . ~ 1 ~ If' :!: ,f i! I ;l .=t I" II;:: \ I I' I O~ u_______.!i_~..1 ~--~------~~-~---------~- . ..~ '4- l! L._______ I ~ ~ Ii'f 10..' " ..-.."',." ..,. . -.-- ~'M.."" '" !-c.:'-- I ~ ~ r.....:,r-... : .. "'-.; ..-.....".,... 'lIUflIII... = :'t' :.:...: .... ------------n--+L--8~HE~------~-L =~::-~~~~--- ----::.-M:::-,' t: ~/ .1 ~ ~: l!::: ~-, =-~II'!'l~.JWlOr ~-, - /JiioIOT"_;-:;" _, = 'Ii.~ _ _ ::dL_~ '- :::::::E:::"-:- ",. 1/,... :; .'. ...-....... 2-..L,t ""'1 - - - .:::::::::=:==- '- 0.1"""'" "" N ".- - r- I , rl: .:~':"ITI::::~lil~~'1 " II, ; ; ;";r,j ';'1/;'1';;'; I' ~l l!fiISftJ:i I'lf I i ',;r'I'r'Jfrf.r::{lll s " l~riJ;I:~'i Jr,~ I ~ ' '" i. i ".""1 . ... JlI I' ~', I" /"111 f ! I · ~ r~r .. -, ,f c,1Il S I Irfrl;~rilf (I:: e 'i I ,I I ,Iff! 1II'I'I.i!. I f I' 'I t J., r I ,.. I I r I.. I. I I f~J' 'I . '1"I!!,., "'f · II. l r I ~ ,- "r Ii thr..r Bar. Is: r I hU r~ 1!lIij I · · ! I,", '1l/'lll!'IIIIII,' · ~_,jit'l i .,t f . , ' H, 'Ill '.,' "./.l! I .! :iiU~J'JI, 'rl~ I l~ 'f II I f'lll li'll: "lIi l J !!d!lllljJ:!I:111 ;; · ~Jfl:- ..... f ,~ '" I !" i i .:_ r p !~I"'!f"fJ~ tl, II II' il ij 1.11111" .rJ, ::.'.llii"Jflfl'lll ! =i'. a"'-i IJ~ I ,n . " ,I lifltSi"! fl'ii,l! ' lii;:ff::,! rlI I ~ I J ,lallll !IS:' J f,. lir~ II! I I . X~I'JI.! .f~ r'" ~'r I ! III II ~I :l:Ir Hill tl... I ,. . ~ I:. . I 1.ll~i J'~ 'S t ~, .1,,: 11 II I l'~li I ...............~.--'-"'.r_'W, N ::::::-.--" .,,-oAr..,'.... _,,, ...."._..,.".. I' liE /,,1 I- FIL '" ~npy -~ I "fla , I I I 1 l'J '. ' I ' I . . l:a ~ '\.' s....: '-..w \. - .-- .. . . ?tJ, . 'IW)R,D ANa RrrURH TO: INS~ # 93-361426 DEe 14, 1993 3:33PM PINELLAS COUNTY FLA. OFF.REC.BK 8501 PG 1748 Th'&. Inatl1.*tftt 'rep.reeI If: actwa'" v. Ioane. ,UI. I.....J.... Ul_r. *archi.on. Aahb" . T.rlor Paa, Ott1ee loa 479 JaclteonvUle. rL 32201 SPEC.IAL WARr:7 DEED 'l'HIS INDENTURE made this ~ day of AltlYtlnWZ-, 1993, between FIRST UNION NATIONAL BANK OF FLORIDA, a national banking association ("Grantor"), whose address is 214 N. Hogan Street, 6th Floor, Jacksonville" Florida 32202, and FOUN'l'AINS BAYWAY, INC., a Florida corporation ("Grantee"), whose address is 101 East Kennedy Boulevard, Suite 2000, Tampa, Florida 33602. WIT N E SSE '1' H: That Grantor, for and in consideration of the sum of Ten and No/IOO Dollars ($10.00) and other good and valuable consideration, to it in hand paid by Grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the Grantee, its successors and assigns forever, the following described land, situate, lying and being in the County of Pinellas, State of Florida, to-wit: '1 RE!~~ REC os INT_ FEF.s _ MTF PIC _ REV_ See Exhibit "A" attached hereto. SUBJECT TO taxes and assessments for the year 1994 and subsequent years and covenants, restrictions and easements of record. Parcel Identification No.: 01/29/15/70164/400/1600 - '-fD TOTAlll1{I"'rJd Grantor does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all person& claiming by, through or under the Grantor. IN WI'l'NESS WHEREOF, Grantor t..J'! caused this instrument to be executed in its name by its 11-. V. p. and caused its corporate seal to be hereto affixed the day and year first above written. Signed and sealed in the presence of: (Print. ..... FIRST UNION NATIONAL BANK OF A"C=~ " ('rl,.. N_I -;y:z. . ~'rl'" Na_1 Its:_ _ ~Mr...,... (Corporate Seal) (;f;' ::,'~ ;f>, J: .: Documenta,., Tax Pd. . . ~ '1 J. l/J In:;"t!"'il':.Il'! l..x Pd. Karl..n F. O~. Clo/k. f'j,,""..1 Cou.", Iv Oapuly Clarl( , 1. ~RLEEN F. DEBLAKER, CLERK RECORD VERIFIED BY: IL...:... bill r; (\0.. D V I I ' ~ j,. , I h,.,. ~ .'" i/,.t "! II . ~""'-'l _,'~ ~.. r. r-~- .. . . . STATE OF FLORIDA COUNTY OF DUVAL ~ ~ ~r~o~gg instrument was a~jSdged befo~ me ~his .l:i.!:. day of U1Jo.uL-., 1993, by R~ D .tJmp<.., ,as -.A. II.. of ,FJ.r8't Union Ha'tional of P- ida, a national bariking association, on behalf of the association. He She is personal- ly known to me, PINELLAS COUNTY FLA OFF.REC.BK 8501 PG 1749 ('rant __I Flor!t:a" N01'...., 'lIIllC, ITA" 0' 'LOIIDA A' LI\.oa ..., COMMISSION IllPlln I\UOUST II. .'" ./ -- lHaU HIICKLEUIIY . ASSOCl411S .~ =. . ./ :...... ;' 0. '10." , ;.: " {:" I''-'-~_.- r); f r ~7.J f' . . . \. .' .. " ( PINELLAS COUNT~ ILA. OFF.REC.BK 8501 PG 1750 . . EXHIBIT" A II UNIMPROVED PARCEL LEGAL DESCRIPTION: From the Southeast comer of the Northeast 1/4 of the Southeast 1/4 of Section I, Township 29 South, Range IS East, run thence North 89009'56" West, along the 40 acre line, 55.00 feet to the Westerly right of way line of BELCHER ROAD for the POINT OF BEGINNING; thence continue North 89009'56" West, along the 40 acre line, 277.40 feet to the West line of said LOT 16; thence North 00003'36" West, along said West line, 274.42 feet; thence South 89030'35" East, 278.08 feet to the Westerly right of way line of BELCHER Road; thence South 00005'04" West, along said Westerly right of way, 276.08 feet to the POINT OF BEGINNING. LESS any parts thereof lying within SUNNYDALE BOULEVARD and BELCHER ROAD. AND LESS the North 172.50 feet thereof. The above described pa:-::::/ contains 0.66 acre, more or less. The above being part of Lot 16, In the Southeast 1/4 of Section 1, TownShip 29 South, Range 15 East, PINELLAS GROVES SUBDIVISION, as recorded In Plat Book 3, Page 15, of the Public Records of PlnelIas County, Florida. 7,:,VVi1 ,;MT P-t',-91 14:i4:?t ~Ij flF.!-f JR;' r UNiFf)liNT~JNS ~~C0?n{N~ 1 [Ii!":' ~,TlJ'lP \.(" I Fer -!12.': '1 .' ~1i,rJn ~'J7J.I;(1 T ~'Tt'.1 : Ch~C~ ^MT,T~~f;~P'~: ':'r.i',N\~F : $'JIH.~O H1I7. 41] $(1.(1(1 MEM3619 11/22/93 , " g!/I ~H I ~ \~! "'1 '; " 1 " . Charles J. and Janet Rutz 2694 Brattle Lane Clearwater, Florida 33761 EXHIBIT "B" F\LE COpy . 'l ., 1. ") - .... .). 4. 01/29/15/06220/ 000/0010 01/29/15/16489/ 000/0032 01129/15/16488/ 000/0111 01/29/15/16488/ 000/0112 . . ABUTTING PROPERTY OWNERS LIST (Fountains Bayway - Belcher Road Site) Bayway Management. Inc. Abutting, ~o the North 3802 S. Westshore Blvd. . Tampa. FL 33611 Alice H. and Ronald P. Nisk. Trustees Abutting to the West 2170 Sunnydale Blvd.,.SuiteW Clearwater. FL 33765 Helen O. and Robert L. Catlin. Trustees Abutting to the South 1592 Lago Vista Blvd. Palm Harbor, FL 34685 Capel Properties, Inc. 995 Monte Cristo Blvd. Tierra Verde, FL 33715 Abutting to the South FILE COpy -, . e- * 1802 N. Belcher Road, Clearwater, FL 33765-1448 ~ copy CITY OF CLEAR\Y/i\.TER loNG RANGE PLANNING DEVELOPMENT REvIEW HOUSING DMSION NEIGHBORHOOD SERVICES PlANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 July 3,2001 Mr. Richard Adelson Q'ante Group, Inc. 2705 Sunset Point Road Clearwater, Florida 33759 RE: Development Order regarding case FL 01-04-17 - 1802 North Belcher Road Dear Mr. Adelson: This letter constitutes a Development Order pursuant to Section 4-206 D.6 of the Community Development Code. On June 19,2001, the Community Development Board reviewed your application for Flexible Development approval to reduce the north side setback from 15 feet to three feet, reduce the south side setback from 15 feet to five feet, reduce the minimum lot width from 200 feet to 103 feet and to permit a general office use in the IRT District, as part of a Comprehensive Infill Redevelopment Project. The proposal includes a 5,000-square foot office building. Based on the application and the staff recommendation, the Board found that the proposal is in compliance with the standards and criteria for a Comprehensive Infill Redevelopment Project, the maximum development potential standards and all other applicable standards of the Community Development Code. The Community Development Board approved the application with the following four conditions: 1. That stormwater management requirements be met to the satisfaction of Engineering Staff, prior to the issuance of a building permit and revised plans be submitted to Planning Staff; 2. That a five-foot sidewalk be provided in the right-of-way along Belcher or the sidewalk be installed on the subject property and the property owner grant an easement to the City; 3. That all signage meet Code; and BRIAN]. AUNGST, MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER HoYT HAMILTON, COMMISSIONER ED HART, COMMISSIONER * BIU]ONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" Adelson, Page 2 1802 North Belcher Road - Development Order July 3, 2001 4. That the building be designed consistent with the elevation plans submitted to staff (dated April 20, 2001) or as modified by the Community Development Board. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (June 19, 2002). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Board may grant an extension of time for a period not to exceed one year and only within the original period of validity. Please remember that a building permit and impact fees will be required prior to the construction of the project. Should you have any questions, please call Lisa Fierce, Development Review Manager at 727-562-4567. Very truly yours, ~ ft&-f:jll ~ k Gerald FIgurski, Chai~~ - Community Development Board S:\Planning Department\C D B\FLEX\Pending Applications\Belcher 1802 Fountains\Belcher 1802 development order.doc . . Page 1 of 1 Givens, Ryan From: Gust, Mike Sent: Wednesday, June 06, 2001 3:53 PM To: Givens, Ryan Subject: RE: 1802 North Belcher I would prefer sidewalk on the right-of-way, but as previously discussed, driveway, sidewalk and drainage provisions on County Roads are determined by County permit requirements -----Original Message----- From: Givens, Ryan Sent: Wednesday, June 06, 2001 10:38 AM To: Gust, Mike Subject: 1802 North Belcher Mike for the project at 1802 North Belcher Road. Would you prefer a sidewalk located on their property with an easement granted to the City or would you prefer that the sidewalk be placed in the right of way and the existing ditch be piped and covered? Please email me your preference so that I may proceed with my staff recommendation and converse with the applicant. Ryan W. Ryan Givens, Planner * * * City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 telephone 727-562-4504 fax 727-562-4576 06/07/2001 , DATE, TIME FAX NO./NAME DURATIDr-j PAGE(S) RESULT MODE ~RANSMISSION VERIFICATION REPOR ~ 05/11 11: 45 97250711 00:05:04 13 OK STANDARD ECM TIME 05/11/2001 11:52 NAME PLAN FAX 7275524575 TEL 7275524557 IT . e LL o >- r- u FAX MESSAGE City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 (727) 562-4567 FAX (727) 562-4576 TO: ~.\~ ~~bQ" - Q\Ja..I'k ~ro"P FAX: '1 ~ \.Q - t:>'l \ I FROM: ~~ 'rl-. (f5~"l.-4'5~l..') DATE: L:, W-lo I MESSAGE: Se.~ ~~o... -'or C. 'l~ ~MM. J)Qv. ~,,~ "","-oe..,f, ~ ~ ~~ ~~\- +.0 r \~~L tv. &.,~ ~ (~Jf'.~N ~~ ') Number of Pages (Including This Page): \~ . ~ 'I.'..}}"'. ... . ....... ... .. ....... ... .. . ........ 0>>>)<<> ... .......", . ... ....... . . . .... ........ . .. . . ....... . .. .... ........ . . , . . ...-.... . .... ........ - ... .... ....... - .... .... ....... - ....... .... ....... ....... .... ....... - ...... >-.............B.............. .I.........Q.. rwater ..... ..... . .... .n .... . . ..... ..... ... . . .... . ..... .... . .. ... .... ... . . . .... .. .. . ~-:<:}::-:-.:.:...::.._..:}::.....::::::- u To: Galen Hofmann, P.E From: Brian Barker, P.E. CC: Project File Date: May 24, 2001 RE: Rutz Office Bldg. Stormwater Review Comments: 1. At least one soil boring taken in the center of proposed detention pond (signed and sealed) which justifies Seasonal High Water elevation must be provided. 2. Required drawdown time for pond is 24. 3. A wet detention pond requires a vegetated littoral shelf over 34% of the areal cover of the pond under normal conditions. 4. 0.36 feet of freeboard is provided for the detention pond. 0.5 feet of freeboard is required. 5. A skimmer is required on the Outfall control structure. 6. A detail U Section A-A" for the Weir and the Pond is provided. There is no section A-A on the plan view. 7. It appears that riprap is being placed at the outfall control structure. If the box on the plans is riprap, a label needs to be added to the plan view along with a riprap placement detail and or cross-section. 8. Proposed grades needs to be added to the parking lot. 9. Label adjacent property to the North and Belcher Road. 10.Labels need to be added to various lines on the plans for clarity. 11.There are several items contained in the Legend that do not match the plans or are hard to identify. Such as U Drainage Divide Line" . 12. Various details are provided on Sheet C-2. Please provide appropriate labels on the plans identifying where these details are appropriate. 13.Please provide flow arrows in the outfall ditch. . . ll. MEMO o >- >- u TO: DRC Members FROM: Ryan Givens, 562-4504~ SUBJECT: Resubmitted Plans for 01-04-17 - 1802 North Belcher Road DATE: May 30,2001 Attached please find the revised plans for 01-04-17 - 1802 North Belcher that was heard at the May 10, 2001 Development Review Committee meeting. Since then, staff has requested additional revisions. Please review the resubmittal and forward your comments to me. . O'anteGroup, Inc. . 804 N. Belcher Road. SUIte 100 Clearwater, Florida 33765 voice 727.443.1061 fax 727.442.0609 M 0003231 CGC 031646 [1rnlJlJtf @~ LF~~@~DlJ[J&[1 TO e I" y' (?P CL [;1'1- vv.() r G ~-- r~LA!--'" iN t; f{ tlE i/CL~o r n1 6' tv'" RE: DATE 612.-- WE ARE SENDING YOU > o Attached o Under separate cover via o Shop drawings o Copy of letter o Prints o Change order o Plans o o Samples the following items: o Specifications COPIES DATE NO. DESCRIPTION is; fZ.6j/l r ~ l? e-.l ~/ I L- 17~(V.? .., p.. f?V I >G 1/ 570~~YA r6rc-- O,JUs .;) THESE ARE TRANSMITTED as checked below: > ~ As requested o For review and comment o Approved as submitted o Approved as noted o Returned for corrections o Resubmit copies for approval copies for distribution corrected prints o For approval ~ For your use o Submit o Return o o FOR BIDS DUE 19 o PRINTS RETURNED AFTER LOAN TO US REMARKS pq... RECYClED PAPER: '6CI ConWD: 40% P...car-. 10% Po.l-cor-r SIGNED: /(/. o~-4-. COPY TO If _1otI~ .,. not.. noted. kindly notify ua at once. r . . MEMO TO: ORe Members FROM: Ryan Givens, 562-4504~ SUBJECT: Resubmitted Plans for 01-04-17 - 1802 North Belcher Road DATE: May 30, 2001 Attached please find the revised plans for 01-04-17 - 1802 North Belcher that was heard at the May 10, 2001 Development Review Committee meeting. Since then, staff has requested additional revisions. Please review the resubmittal and forward your comments to me. i 1602 ! ......_--~ .. ' ','..............' 1 0 : : 0 I , ~ , , , L_____J 18-57 ------, 06 ! : ______.-.J. r-1501--1 r--------------------------1 I 1502 ! I 1401 - 1406 ! L-______J L____________________--.l @ ~~ 1884 ~~ ~~~ "'.... ........ l:il:i I I 3 I f>USnF I I \, OQ)/ 2 1822 ~ IE 0 Res. 5318-435 CD Q.C.D. R.O. W. 5298-2046 1810 ~ l:i ,- l89-62 -f " 5859-1727 II) <0 ... '" 71-91 3 0 i CD ~ 0 ri II) I RP ~ ~ d '" HUNTER O.R. 3463-346 O.R. 4136-1958 l"l ~Ir\r\" 1750 N 1881 1801 @ 1799 55 50 17a = 0 CD 27 > 1858 il: a ~ il: a 10 34 1851 11 26 1852 1851 35 r--- ", : 6 . rL--.:: : 5 ; r.l----T~ ' : 4 I Lo.:'___.J ..q- OJ r-;1-~-r-Q~.! 25 1846 184 1845 12 t83[, E-t Z .....-t o ~ @ 25 t839 13 24 1840 f- (J) ~ t83 I 3E :::E.. -l W W -l -l 5 z -l C) ,--_. ] I 3 . ~----'j : 2 . r.L---T.; I 1 : L_____.J 1833 r.::I 23 14 riot '-" 183 t827 ~ 22 15 ~ 1828 r----'--"1 : t+ i ,J___~,.~! ; 15 i r'.t----.-,.-.1 : 16 : ~-._---_._~ j 17 : i.,.~__.__.J 1821 U 182 16 21 1822 1815 t81 17 20 1816 t8 3~ r--' 124 I LT----l, I 2.3 I Lr---~-' ,22 : L-___\ r--.--"-.., ~._...~---'1 j \ 121 :20;19 :18 i \-.....:.......;---".--" i I 18 19 50 6 1809 1810 t81 1,811 @ 0 VANDE I <D i 7 lI) ;; ~ ..,. '" L'? .... '" ~ '" '" 60 '" 57 '" 59 58 56 15 14 13 12 11 10 9 S- 7 E '" <0 ~ .... q, '" <0 0 .... ~ ... '" '" L'? L'? .... .... ~ '" ~ '" '" '" ~ '" '" '" '" MANOR BLVD l'- L'? 47 t\i 50 ... '" 48 '" 78 <'II t770 176346 1771 49 1167 1762 1759 77 45 50 1758 1755 51@ 44 1754 52 1750 FLEXIBLE DEVELOPMENT REQUEST OWNER: Vl/hA1'5 '? ,AI- N2 SITE: CASE PROPERTY SIZE (ACRES): .. /."?- PIN: """ ATLAS PAGE: y,~LS 01ntL-{Jroup O'anteGroup Inc. Architecture and Construction 804 N. Belcher Road, Suite 100 Clearwater, Florida 33765-2103 voice 727.443.1061 fax 727.442.0609 . May 16,2001 . City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33758-4748 Attn: W. Ryan Givens, Planner Re: Development Review Committee comments 1802 North Belcher Road (FLS 01-04-30) Dear, Mr. Givens: The following are responses to the Development Review Committee comments listed in your letter dated May 16, 2001 : Site Plan 1 . The site plan should clarifY the proposed use.... www.qantegroupcom The proposed use is General Office and is now indicated on the drawing. O' anteGroup Inc Arch Reg M 0003237 FL Contractor Uc CG C031646 2. The site plan should identifY the number of proposed offices... The proposed number of offices is five /,000 sf office spaces 3. All drive aisles/parking spaces should be constructed of a hard surface material.... All drive aisles/parking spaces will be constructed of a hard surface materia! 4. The drive aisle in front of the overhead doors shall be a minimum of 43 ft of backout space... The space in front of the overhead doors has been revised to provide backout space. 5. The site shall include a dumpster.... The dumpster pad will provide the required /0)(/2' clear interior dimensions and WIll be constructed in wll compliance with City requirements. 6. As a condition of approval, staff recommends that freestanding signs be limited to one monument type sign... One freestanding monument sign will be placed at the location indicated on the site plan and it will be in compliance WIth City requirements. 7. A five foot sidewalk is required along Belcher Road adjacent to the site... ~.. Page 2 W. Ryan Givens, Planner May 1 6, 2001 . . A five foot sidewalk will be provIded as shown on the Site Plan. 8. The site plan should indicate the finish floor elevation... The sIte plan now indicates the finish floor elevation. 9. The site plan should indicate grades, land elevations and stormwater calculations.. . The sIte plan now indicates grades, land elevations and stormwater calculations. 10. All existing and proposed utilities must be shown on the site plan... The revised survey now indicates the existing utilities, new utIlity connections will be shown on the engineering drawings to be submitted at the time of permitting or before then if required but cannot be shown at this time. I I. Staff recommends the addition of a three foot sidewalk at the south side of the building... A three foot sIdewalk wIll be installed as recommended. Elevation I . Gutters and downspouts should match the building color. Gutters and downspouts will match the building color. 2. Staff recommends additional windows on the south elevation... AddItional windows WIll be installed on the south elevation depending on the requirements of the occupying tenant. Misc. Information I . A Pinellas County driveway connection permit is required prior to building permit... A Pinellas County driveway connection permit will be obtained prior to building permit. It is our understanding that the Oty will support our effort to obtain a driveway connection permit as is indicated on the site plan. Sincerely, O'anteGroup Inc. /~~ Richard Adelson, Architect O'CORRESP\Belcher-Sunnydale\DRC review response doc . O'anteGroup, Inc. 804 N. Belcher Road, Suite 1 00 Clearwater; Florida 33765 voice 727.443.1061 fax 727.442.0609 M 0003231 CGC 031646 . I [b~lJlf.@[? 1JWl\~@~D1flJ&[b DATE TO c.rty gf CL&'F-WATEf- #7UJJtJl/v(; -)?Er.d~h1~ A1f'J./ f2.YAt-l G'v~I..}5 RE: GIV6f'J;' . 13Ef...C.H&. ~ O}-o4-- 0 WE ARE SENDING YOU > a- Attached o Under separate cover via o Shop drawings o Copy of letter o Prints o Change order o Plans o o Samples the following items: o Specifications COPIES DATE NO. DESCRIPTION I L-~'tT6~ I,... 1f$?~#/sG To e.o I-t'\ VI'\. E. /"7..5 I~ A-( SITE f7L,nJ l~ A-4- Ek.TGfZ-/" f!- ELbJ/ "'T 1 0"";..> f- 171'7,.. ../- 6 CAL-Cvl.-Aj ION~ I~ G-j CAVIL '?nE f7 f.-.A 't-J ~8 C--'2- STi7 i:?er~/0 THESE ARE TRANSMITTED as checked below: o Submit o Return copies for approval copies for distribution > o For approval )&. For your use j)j(As requested o Approved as submitted o Approved as noted o Returned for corrections o Resubmit corrected prints o For review and comment 0 o FOR BIDS DUE 19 o PRINTS RETURNED AFTER LOAN TO US REMARKS ~ RECYClED PAPER: '61;1 ConlInlB: 40% f'N.ConIurner. 10%~.cor.umer SIGNED: w~ COPY TO "encltMu,.. .,. not.. noted. Idndly notify u. .t once. \.. . . _J1.Pr7S-1r-Av-r:, ~ ~~ 'to ~LOF 71ft;"" <..~~\ '~~''-U'r~ ';7~ ~~::hL'1t'~;- -'#~":.' .i~ ,~,,' I ~~_....... ~tq~':'..\ !/~Tl';. ~ ~ ~c:":)~ \- ,'.,' '0;('1 ,;,.-: ~: "irf\~..~=_. ~" "":'P'A~----' .'r'.......~, ""'':,;.,?' ff.F';;:;;iJ'~'\..":~\\ ....?...,JqTHt,.,. '#IX:.I' CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTIi MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 loNG RANGE PlANNING DEVELOPMENT REVIEW HOUSING DMSION NEIGHBORHOOD SERVICES May 16,2001 Mr. Richard Adelson Q' anteGroup, Inc. 2705 Sunset Point Road Clearwater, Florida33759 RE: Development Review Committee comments for 1802 North Belcher Road (FLS 01-04-:t\V. \~ Dear Adelson: The Development Review Committee has reviewed your submittal for the property located 1802 North Belcher Road and determined that several revisions are needed before the issuance of a Development Order. The following lists the Development Review Committee's request for additional information and/or revisions: SITE PLAN 1. The site plan should clarify the proposed use (general office or medical office); revise site plan to indicate intended use (the medical office use includes additional development requirements). 2. The site plan should identify the number of offices; revise site plan to include number of offices. 3. All drive aisles/parking spaces shall be constructed of a hard surface; revise site plan not to include tuff block. 4. The drive aisle in front of the overhead doors shall be a minimum of 43 feet of back out space; revise site plan to provide back out space. 5. The site shall include a dumpster with enclosure; revise site plan to include a dumpster enclosure to a minimum of 12' X 10' interior clear space. 6. As a condition of approval, staff recommends that freestanding signs be limited to one, monument-style sign; revise site plan to indicate the location of the sign. BRIAN J. AUNGST, MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER HoYT HAMILTON, COMMISSIONER ED HART, COMMISSIONER * BILL]ONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" .... Adelson, Page 2 1802 Belcher Road - Development Review Committee comments May 16,2001 . . 7. A five-foot sidewalk is required to extend along the Belcher Road adjacent to the site; revise site plan to include a five-foot sidewalk along Belcher Road. 8. The site plan shall indicate the finish floor elevation; revise site plan to include the finish floor elevation. 9. The site plan should indication the grades, land elevations, and stormwater calculations; revise site plan to indication stormwater management standards prior to building permit. 10. All existing and proposed utilities must be shown on the site plan; revise site plan to include all existing and proposed utilities. 11. Staff recommends the addition of a three-foot sidewalk along the south side of the building to allow emergency access from the rear of the building for handicap persons. ELEVATION PLAN 1. Gutters and downspouts should match the building color; revise elevation plan to indicate that gutters and downspouts will match the building color. 2. Staff recommends additional windows on the south elevation given the existing trees and foliage to the south; revise elevation plan, if desired, to include additional windows on the south elevation. MIse INFORMATION 1. A Pinellas County driveway connection permit is required prior to building permit; secure proper permits prior to building permit. In addition to specific requested revisions, please respond to the above items in writing. Fifteen (15) copies of the site plan and all other application materials are needed for resubmittal by Monday, May 21, 2001 to be scheduled for the next Community Development Board hearing. It should be noted that additional revisions might be requested at a later date. If you have any questions, please do not hesitate to call me at 727-562-4504. Thank you for your interest and investment in the City of Clearwater. S:\Planning Department\C D B\FLEX\Pending Applications\Belcher 1802 Fountains\Belcher 1802 drc comments.doc . CITY OF CLEARWATER SOLID WASTE/RECYCLING DEPARTMENT 1701 N. HERCULES AVE. CLEAHWATEH, FL 33765 P.O. Box 4748 CLEAHWATER, FL TELEPHONE: (727) 462-6650 FAX: (727) 462-6656 CLEARWATER One City. One Future. Brian J. Aungst, Mayor-Commissioner Ed Hooper, Vice Mayor-Commissioner Bob Clark, Commissioner Ed Hart, Commissioner J.B. Johnson, Commissioner 9-99 .. . One City. One Future. 5 Easy Steps to Enclose Your Dumpster ~,~, . Her~ are 5 easy steps to enclose an eXlstlOg dumpster: Step 1: Call the City of Clearwater Zoning Department at 562-4567 to find out the zoning district and setback requirements. When calling, please have the property address ready. Step 2: Please show on the plan (survey or Platt) that the Dumpster isn't placed in setback or right of way, and is accessible to collection vehicles. If you cannot meet this requirement call the Development Review Manager at 562-4561 for guidance. Step 3: How to build a dumpster endosure. a. Use specifications detailed on reverse side. b. Attain quotes from at least three contractors. They will apply for the permits needed. c. Please submit the following to Planning & Development Services: 1. Drawing (can be hand drawn) 2. Completed permit application Step 4: Fees a. Plan review $40 base + $3 for every $1000 value. b. Permit free $30 base + $6 for every $1000 vah.le. Fees may be waived. Step 5: Inspections Inspection when enclosure is complete. Note: You need an inspection before pouring concrete. NOTE: For a limited time the Solid Waste/Recycling Department is offering a cash incentive to cllstomers that enclose their dumpsters. Contact the Solid Waste Department at 462-6654 for more information. '" . Plan 1 6" THICK CONCRETE SLAB FOUNDATION 9 ~ N M ...... ...... 8" Co Wall may be any type of privacy fencing material or concrete block. Plan 2 ~ - ~ T 1.,1" ~H 1--1-,. .~ F; ~ II .~ II , == :;::= io-.... ~ :-- l.r "" -,:::: 8" '112' DIA 18' LONG METAL RODS GATE LATCH. PROVIDE 3/4' DIA 12'-0" 8" HOLE 6' INTO CONC FOR RODS ~ ~ 1:;> <0 -~1, Receipt No: Date: 1199829201 4/19/2001 . . Line Items: Case No Tran Code FL 01-04-17 04 Payments: Method Payer Check RUTZ Description Flexible Commercial Revenue Account No. Amount Due $755.00 TOTAL AMOUNT PAID: Amount Paid $755.00 $755.00 Bank No Acct Check No 607 . :2:: 0.. cr. V . . ~~ ~~~~~~~~ ..~,~ I~ -..-", .. c:.3~" ,,\ I <m;ryn ~ la ~ ~C":t. a ~-~~..~ ..~':. ==- .S)~ ..".:-- ~~. ':.~~..., -- ~j"c-...'1' ""_. '1A~.u:IJ:iJ ~~.' -~4TE~,'PJ' :;1~.I.dI. CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 LoNG RANGE PlANNING DEVELOPMENT REVIEW HOUSING DMSION NEIGHBORHOOD SERVICES April 19,2001 Mr. Richard Adelson Q'anteGroup, Inc. 2705 Sunset Point Road Clearwater, Florida 33759 RE: Application for Flexible Development approval (FL 01-04-17) Dear Mr. Adelson: The Planning staff has reviewed your application to reduce the side setbacks from 15 feet to four feet and to permit general office in the IRT District for the property at 1802 North Belcher Road. Staff has conducted a preliminary review of the application packet and determined that the application packet is complete. The application has been entered into the Department's filing system and assigned the case number: FL 01-04-17. The Development Review Committee will review the application for sufficiency on May 10, 2001 in the Planning Department conference room - Room 216 - on the second floor of the municipal service building, 100 South Myrtle Avenue in Clearwater. Please call no earlier than one week prior to the meeting date for the approximate time that your case will be reviewed. You or a representative must be present to answer any questions that the committee may have regarding your application. If you have any questions, please do not hesitate to call me at 727-562-4504. ~~ Planner BRIAN J. AUNGST, MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER HoYT HAMILTON, COMMISSIONER ED HART, COMMISSIONER * BIUJONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" . . ~~ ~~L~iJ~~~'f/>~ .. ::.;:-~' I -~~~- ~~7.....'\ /'mryn\ ~~ "'...C"':l. rf' '-~~.-- ~r::. =-- .~~ ..~\. - ~~. ..;y~~~- .r....,j~ ~.:rjJ%;;:~;;;I".~~..~ -4ATER~" ~4'''~.11,. CITY OF CLEARWATER PlANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 Som MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 loNG RANGE PlANNING DEVELOPMENT REvIEW HOUSING DMSION NEIGHBORHOOD SERVICES April 19, 2001 Mr. Richard Adelson Q'anteGroup, Inc. 2705 Sunset Point Road Clearwater, Florida 33759 RE: Application for Flexible Development approval (FL 01-04-17) Dear Mr. Adelson: The Planning staff has reviewed your application to reduce the side setbacks from 15 feet to four feet and to permit general office in the IRT District for the property at 1802 North Belcher Road. Staff has conducted a preliminary review of the application packet and determined that the application packet is complete. The application has been entered into the Department's filing system and assigned the case number: FL 01-04-17. The Development Review Committee will review the application for sufficiency on May 10,2001 in the Planning Department conference room - Room 216 - on the second floor of the municipal service building, 100 South Myrtle Avenue in Clearwater. Please call no earlier than one week prior to the meeting date for the approximate time that your case will be reviewed. You or a representative must be present to answer any questions that the committee may have regarding your application. If you have any questions, please do not hesitate to call me at 727-562-4504. (?Z? Planner BRIAN]. AUNGST, MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER HoYT HAMILTON, COMMISSIONER ED HART, COMMISSIONER * BIU]ONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" . . CDB Meeting Date: June 19,2001 Case Number: FL 01-04-17 Agenda Item: D 1 CITY OF CLEARWATER PLANNING DEPARTMENT ST AFF REPORT BACKGROUND INFORMATION: OWNER: LOCATION: REQUEST: PLANS REVIEWED: SITE INFORMATION: PROPERTY SIZE: DIMENSIONS OF SITE: PROPERTY USE: Current use: Proposed use: PLAN CATEGORY: ZONING DISTRICT: Fountains Bayway, Inc. 1802 North Belcher Road Flexible Development approval to reduce the north side setback from 15 feet to three feet, reduce the south side setback from 15 feet to five feet, reduce the minimum lot width from 200 feet to 103 feet and to permit general office use in the IRT District, as part of a Comprehensive Infill Redevelopment Project. Site plan materials submitted by Q' ante Group, Inc. 0.65 acres; 28,556 square feet 103 feet of frontage by 277 feet of depth Undeveloped Office IL, Industrial Limited Category IRT, Industrial, Research and Technology District Page 1 . . ADJACENT LAND USES: North: Bank West: Warehouse East: Office South: Office/warehouse CHARACTER OF THE IMMEDIATE VICINITY: The surrounding character includes a mix of general office, retail and light industrial uses. ANALYSIS: The 0.65-acre site is located on the west side of Belcher Road, approximately 150 feet south of Sunnydale Boulevard. Belcher Road serves as a major north-south arterial and is lined with office and industrial development. Drainage ditches line the roadway for stormwater manage- ment. The immediate area includes a bank to the north and an office development to the east, across Belcher Road. The bank property includes a large detention area located to the rear of the site, screened from view from Belcher Road. To the west, warehouses and other industrial buildings are clustered in the well-maintained Clearwater Industrial Park. There is a narrow, vacant parcel to the south that is heavily wooded with a drainage ditch. An office and warehouse building is located farther to the south. The subject site is undeveloped with a few small trees. The proposal includes the development of a 5,000 square-foot office building with the lease potential of five separate business units. The one-story building will include a brick and stucco exterior to match the materials of the adjoining bank to the north. The elevations are similar in design to the office development to the east including false dormers and pitched roof. The site design includes ingress/egress along Belcher Road and incorporates cross access with the bank property near the rear (west end) of the parcel. A formal reciprocal easement and maintenance agreement has been secured with the bank property to ensure perpetual cross access legally continues. A detention basin is planned to the rear of the site. The stormwater design needs to be revised to address drainage requirements, prior to building permit submittal. This includes revising the drainage calculations. A three-foot sidewalk will be located along the south side of the building to provide convenient access for employees. The landscaping plan is in excess of Code and includes a large planting area along Belcher Road and hedging with accent plants along the site's perimeter. A five-foot sidewalk is required along Belcher Road although an existing drainage ditch may prevent its installation in the right-of-way. There are preliminary plans for the City to install sidewalks along the roadway and may include improvements of the drainage ditch. In recognition of these conditions and potential future improvement plans, the applicant has requested that a payment in lieu for the sidewalks be allowed if construction of the sidewalks in the right-of-way is not possible with the existing ditch. This will be determined as part of an application for a building permit. Page 2 . . The request is to permit general office in the IRT District, to reduce the north side setback from 15 feet to three feet and to reduce the south side setback from 15 feet to five feet for the location of the parking lot. The request also includes a reduction of the minimum lot width from 200 feet to 103 feet. The narrow lot limits options for design. The request is appropriate given the property is an existing vacant lot and the office use is less intensive than most other permitted uses in the IRT District. The building is in excess of 40 feet from the north property line and approximately eight feet from the south property line. The landscaped area along the north property line will be integrated with the bank property. CODE ENFORCEMENT ANALYSIS: There are no outstanding code enforcement violations for this site. A. COMPLIANCE WITH MAXIMUM DEVELOPMENT POTENTIAL STANDARDS IN THE IRT, INDUSTRIAL, RESEARCH AND TECHNOLOGY DISTRICT WITH AN IL, INDUSTRIAL LIMITED FUTURE LAND USE CLASSIFICATION: STANDARD PERMITTED/ EXISTING PROPOSED IN REQUIRED COMPLIANCE? FLOOR AREA 0.65 Vacant 0.17 Yes RATIO (F.A.R.) IMPERVIOUS 0.85 Vacant 0.447 Yes SURFACE RA TIO (I.S.R.) Page 3 . . B. FLEXIBILE DEVELOPMENT STANDARDS FOR COMPREHENSIVE INFILL REDEVELOPMENT PROJECTS IN THE IRT, INDUSTRIAL, RESEARCH AND TECHNOLOGY DISTRICT: STANDARD PERMITTEDI EXISTING PROPOSED IN REQUIRED COMPLIANCE? LOT AREA N/A 28,556 square 28,556 square Yes minimum feet feet LOT WIDTH N/A 103 feet 103 feet Yes minimum HEIGHT N/A Vacant 21.9 feet Yes maximum FRONT YARD N/A Vacant 25 feet Yes SETBACK minimum SIDE YARD N/A Vacant 5 feet - south; Yes SETBACK 3 feet - north minimum REAR YARD N/A Vacant 37 feet Yes SETBACK minimum PARKING Determined by Vacant 18 spaces Yes SPACES the Community minimum Development Director based on the specific use and/or ITE Manual standards. (3 spaces per 1,000 square feet of gross floor area = 15 spaces) Page 4 . . C. FLEXIBILITY CRITERIA FOR COMPREHENSIVE INFILL REDEVELOPMENT PROJECTS: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards. The site's narrow width of 103 feet limits design alternatives given the parking standards, the need for a reasonable building size, and stormwater management requirements. Other permitted uses in the IRT District are more intensive including warehousing and manufacturing. Alternatives that comply with side setback requirements would result in a narrow building that is out of character with the existing area and an inefficient site design. 2. The development of the parcel proposed for development as a Comprehensive Infill Redevelopment Project will not reduce the fair market value of abutting properties; The proposal includes the development of an existing lot with a 5,000 square-foot office. The building architecture includes a pitched-roof, false dormers, and a brick and stucco exterior to match surrounding buildings. The site design provides efficient vehicle circulation including cross access with the adjoining bank. The landscaping plan is in excess of Code requirements. The proposal is expected to aesthetically improve the immediate vicinity and the use and design is appropriate for this area. 3. The uses within the Comprehensive Infill Redevelopment Project are otherwise permitted in the City of Clearwater; The office use is permitted in the City of Clearwater. 4. The uses or mix of uses within the Comprehensive Infill Redevelopment Project are compatible with adjacent land uses; Adjacent properties include a bank to the north, warehousing to the west, offices to the east, an undeveloped wooded parcel to the south and an office and warehouse building to the far south. The general area around Belcher Road has an array of offices and industrial uses. 5. Suitable sites for development or redevelopment of the uses or mix of uses within the Comprehensive Infill Redevelopment Project are not otherwise available in the City of Clearwater. The applicant desires to provide additional office space in this area of the City given its location near other offices and industrial parks. There are other vacant parcels in the Page 5 . . general VICInIty, however, they appear to have the same type of constraints as this property including size and drainage patterns. 6. The development of the parcel proposed for development as a Comprehensive Infill Redevelopment Project will upgrade the immediate vicinity of the parcel proposed for development; The vicinity is composed of an array of office uses with an industrial park to the west and a bank immediately to the north. The proposal will enhance this already-established office corridor. The proposal includes an efficient site plan with landscaping in excess of the Code requirements and a building that is architecturally compatible with the bank to the north and the offices to the east. 7. The design of the proposed Comprehensive Infill Redevelopment Project creates a form and function which enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole; The community character includes offices and other uses along Belcher Road. The office proposal includes elevations that are architecturally similar to the existing bank to the north and the office park to the east. Additionally, landscaping is planned in excess of Code requirements. The proposal is a positive addition to this stable office corridor along Belcher Road. 8. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole; Belcher Road serves as a major north-south transportation corridor and is lined with several office developments. A reduction in the side setbacks is requested to efficiently provide for a new 5,000 square-foot office. The design is incorporated with the existing bank property and the building design is architecturally similar to other offices in the area. The proposal will enhance this corridor. 9. Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the immediate vicinity of the parcel proposed for development. The site provides parking in excess of the Code requirements. Page 6 . . D. GENERAL APPLICABILITY: Conditions which are imposed by the Community Development Coordinator and the Community Development Board pursuant to a Level One or a Level Two Approval shall ensure that: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density, and character of adjacent properties in which it is located. The community character includes existing office developments and industrial parks. The single-story building is architecturally similar to the existing bank to the north and the office development to the east. The landscaping plan is in excess of Code and is consistent with the office park to the east. Finally, the site design provides retention areas to the rear of the property, consistent with the bank property and hidden from adjoining roadways. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. Belcher Road is lined with existing, well-maintained office developments. The proposal will further enhance this positive trend along the corridor and is appropriate at this location. The proposal may serve as a catalyst and influence other appropriate development or redevelopment in this vicinity. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The land use and site design are not expected to adversely affect the health or safety or persons residing or working in the neighborhood. An office use at this location is compatible with other surrounding land uses. 4. The proposed development is designed to minimize traffic congestion. The site plan provides multiple points of access; one directly onto Belcher Road and the other to the rear (west end) of the site as part of a cross access agreement with the adjoining bank to the north. The proposed office is not expected to generate large volumes of traffic on Belcher Road. Page 7 . . 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The community character includes substantial office development along Belcher Road with industrial uses to the west and south of the subject parcel. The proposal is consistent with the existing community character and appropriate for this corridor. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. Adjacent properties include a bank to the north, an industrial complex to the west, a small, vacant, wooded parcel to the south and an office and warehouse building to the far south. The proposed office development is not expected to negatively impact adjacent properties. The office will be less intensive than adjacent developments. SUMMARY AND RECOMMENDATION: The application and supporting materials were reviewed by the Development Review Committee on May 10, 2001. The proposal is consistent with the flexible criteria for a Comprehensive Infill Redevelopment Project and general applicability criteria. The Planning Department recommends APPROVAL of the Flexible Development application to reduce the north side setbacks from 15 feet to three feet, reduce the south side setback from 15 feet to five feet, reduce the minimum lot width from 200 feet to 103 feet and to permit general office use in the IRT District, as part of a Comprehensive Infill Redevelopment Project, subject to the following four conditions: 1. That stormwater management requirements be met to the satisfaction of Engineering Staff, prior to the issuance of a building permit and revised plans be submitted to Planning Staff; 2. That a five-foot sidewalk be provided in the right-of-way along Belcher or the sidewalk be installed on the subject property and the property owner grant an easement to the City; 3. That all signage meet Code; and 4. That the building be designed consistent with the elevation plans submitted to staff (dated April 20, 2001) or as modified by the Community Development Board. Page 8 . ATTACHMENTS: Aerial Photograph of Site and Vicinity Location Map Future Land Use Map Zoning Atlas Map Application . Page 9 \' e '. .. -. e o >- u TO: Rich Novo-Mesky, Design Drafting Tech./Engineering FROM: It< 1J!1/Qt/ &/~//(/5, /i//,1JIf/G"~{ 5f/'Z -t6CY / SUBJECT: REQUEST FOR MAP PACKET - FLEXIBLE DEVELOPMENT REQUEST DATE: /#/I( /ft $'/1 SURVEY ATTACHED: ~eck this box if sUlvey attached LEGAL DESCRIPTION A TT ACHED: 0 Check this box if legal description attached OWNER NAME(S) TO APPEAR ON MAPS: /&//l/7/?1/f/5. ~#ftu%: /LJC. CASE NUMBER: C/-I/~-/,?- SITE ADDRESS: /1?cz A:/. N?~#t:'/2- ~~. PRO.PERTY SIZ/acres): O~ ~ -~~ . PIN: . Of 19//S-/ CJf/~ '/I)()() Ot??C ATLAS PAGE: ~U'Z 8' Please prepare the following maps for the above referenced flexible development request. I will need the maps by ~UVk/t9i /11/1(' ~I I · Flexible Development Approval Request 1. Color Aerial Map with the property outlined and streets marked 2. Location Map 3. Flexible Development Request (Zoning Map) 4. Existing Surrounding Area Map Thank you. - e building be designed consistent with the elevation plans submitted to staff (dated April 20, 2001) or as modified by the Community Development Board. FL 01-04-17 ACTION: APPROVED CONSENT AGENDA AS SUBMITTED - 7:0. ITEM A - REQUESTS FOR CONTINUANCE/RECONSIDERATION - None. ITEM B - RECONSIDERED ITEMS - None. ITEM C - LEVEL 3 APPLICATIONS Item #C1 - 1634 Gentry Street - See page 1. Item #C2- 3035 Vir~inia Avenue - See page 1. Item #C3 - 2454 Raymont Drive - See paqe 1. ITEM 0 - LEVEL TWO APPLICATIONS Item #01 - 1802 N. Belcher Road - See above. Item #02 - 1430 and 1432 Rogers Street and 1433 Court Street: McDowell Holdinqs, Inc. - Owner/Applicant. Request Flexible Development approval to permit a non-residential, off-street, parking facility in the LMDR, Low Medium Density Residential District. FL 01-02-09 ACTION: DENIED - 7:0 ITEM E - APPROVAL OF MINUTES OF PREVIOUS MEETINGS: May 15, 2001 ACTION: APPROVED - 7:0 ITEM F - DIRECTOR'S ITEMS: Discussion of Code amendment reqardinq boats docks and newsracks ACTION: UPDATE GIVEN. Update on Frenchy's Appeal ACTION: The Hearing Officer approved the appeal of the COB's denial. Discussion of correspondence from Board Member Mazur ACTION: DISCUSSED. ITEM G - ADJOURNMENT - 4:27 p.m. acd0601 2 06/19/01 it - ACTION AGENDA COMMUNITY DEVELOPMENT BOARD MEETING CITY OF CLEARWATER June 19, 2001 ITEM A - REQUESTS FOR CONTINUANCE/RECONSIDERATION - None. ITEM B - RECONSIDERED ITEMS - None. ITEM C - LEVEL 3 APPLICATIONS CONSENT AGENDA Consent Agenda items require no formal public hearing and are subject to approval by a single motion. Any Community Development Board Member or the City Planner may remove an item from the Consent Agenda for individual discussion and vote. Item #C1 - 1634 Gentrv Street: Kathleen Farinella - Owner/Applicant. Request annexation of 0.17 acres to the City, and Land Use Plan Amendment to RL, Residential Low Classification (Clearwater), and rezoning to LMDR, Low Medium Density Residential District (Clearwater), consisting of Lot 3, ~Iock 21, Highland Pines Subdivision, Fourth Addition. ANX 01-04-09 .. Item #C2- 3035 Virqinia Avenue: Tavlor G. Binqham III - Owner/Applicant. Request annexation of 0.15 acres to the City together with 0.19 acres of the abutting right-of-way of Bay Street and abutting the alley to the south, and Land Use Plan amendment to RU, Residential Urban Classification (Clearwater); and rezoning to LMDR, Low Medium Density Residential District (Clearwater), consisting of Lot 5, Block 2, Bay View City Subdivision. ANX 01-04-10 Item #C3 - 2454 Ravmont Drive: Kenneth Barker - Owner/Applicant. Request annexation of 0.22 acres to the City and Land Use Plan amendment to RL, Residential Low Classification (Clearwater); and rezoning to LMDR, Low Medium Density Residential District (Clearwater), consisting of Lot 95, Skyline Groves. ANX 01-04-11 Item #D1 - 1802 N. Belcher Road: Fountains Bavwav, Inc. - Owner/Applicant. Request Flexible Development approval to reduce the minimum lot width from 200 feet to 103 feet, reduce the north side setback from 15 feet to three feet, reduce the south side setback from 15 to five feet, and to permit general office use in the IRT District, as part of a Comprehensive Infill Redevelopment Project. Applicable conditions: 1) Stormwater management requirements be met to the satisfaction of Engineering Staff, prior to the issuance of a building permit and revised plans be submitted to Planning Staff; 2) a five-foot sidewalk be provided in the right-of-way along Belcher Road or the sidewalk be installed on the subject property and the property owner grant an easement to the City; 3) all signage meet Code; and 4) the acd060 1 1 06/19/01 . . Page 1 of 1 Givens, Ryan From: Gust, Mike Sent: Wednesday, June 06, 2001 3:53 PM To: Givens, Ryan Subject: RE: 1802 North Belcher I would prefer sidewalk on the right-of-way, but as previously discussed, driveway, sidewalk and drainage provisions on County Roads are determined by County permit requirements -----Original Message----- From: Givens, Ryan Sent: Wednesday, June 06, 2001 10:38 AM To: Gust, Mike Subject: 1802 North Belcher Mike for the project at 1802 North Belcher Road. Would you prefer a sidewalk located on their property with an easement granted to the City or would you prefer that the sidewalk be placed in the right of way and the existing ditch be piped and covered? Please email me your preference so that I may proceed with my staff recommendation and converse with the applicant. Ryan w. Ryan Givens, Planner * * * City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 telephone 727-562-4504 fax 727-562-4576 06/0712001 - - CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, June 19, 2001, beginning at 2:00 p.m., in the City Commission Chambers, in City Hall, 3rd floor, 112 South Osceola Avenue, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item needs to be present at the BEGINNING of the meeting. Those cases that are not contested bv the applicant. staff, neighboring proper/v owners. etc. will be placed on a consent agenda and approved bv a single vote. 1. Fountains Bavwav. Inc. are requesting a flexible development approval to reduce the minimum lot width from 200 ft to 103 ft, reduce the north side setback from 15 ft to 3 ft, reduce the south side setback from 15 ft to 5 ft, and to permit general office use in the IRT District, as part of a Comprehensive Infill Redevelopment Project (Proposed Use: a 5,000 sq ft administrative business office building) at 1802 Belcher Rd., Belcher Bayway Sub., Lot 2. FL 01-04-17 2. McDowell Holdin2s. Inc. ae requesting a flexible development approval to permit a non-residential, off- street, parking facility in the Low Medium Density Residential (LMDR) District (Proposed Use: an ll-space, non-residential, off-street parking facility) at 1430 & 1432 R02ers St. and 1433 Court St., Breeze Hill, Blk E, Lot 2, Lot 18-19 and part of Lot 3. FL 01-02-09 Interested parties may appear and be heard at the hearings or file written notice of approval or objection with the Planning and Development Services Director or City Clerk prior to the hearings. Any person who decides to appeal any decision made by the Board, with respect to any matter considered at such hearings, will need a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. All individuals speaking on public hearing items will be sworn in. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning and Development Services Department, 100 S. Myrtle Ave., Clearwater, FL 33756, or call 562-4567. Lisa Fierce Planning and Development Services Cynthia E. Goudeau, CMC City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758-4748 NOTE: Applicant or representative must be present at the hearing. YOU ARE BEING SENT THIS NOTICE IF YOU ARE THE APPLICANT OR OWN PROPERTY WITHIN 500 FT. OF THE SUBJECT PROPERTY. A COpy OF THIS AD IN LARGE PRINT IS AVAILABLE IN THE CITY CLERK DEPT. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL THE CITY CLERK DEPT WITH THEm REQUEST AT (727) 562-4090. Ad: 06/02/01 , - Q'cudL ~ ~~. f\-'fu,: K~L ~ d70S ~ PouJ-:.. ~ ~~) FL 33>75'1 FOUNTAINS BAYWAV INC BAYWAV MANAGEMENT INC 3802 S WESTSHORE BLVD T(.~t'iPA FL 3361.1. 1002 / SIMPSON. BETTY L MC CRACKEN. JOHN L 2144 CALUt1ET ST C::LEARWA TER FL 33765 1309 ESTER ,. STEPHEN F ESTER, RENDA K 1759 W MANOR ~NE CLEARWATER FL 33765 1611 (h}(-~U<'ER . JOSEPH 0 1^IAl~K.ER, BETTY L 221.7 MANOR BLVD N CLEAF~Ip.l{HER FL 33765 1614 MAQUET, GORDON L M(4QUET, L.ORETT A 1762 RAGLAND AVE CLE,tlRwATEr~ FL 33765 1.635 UiWSON" JAMES R LAI/>!SON" SANDRA K 1754 RAGLAND AVE CU:'ARWp,TER FL 3:5765 1.6:55 AMEY. DANIEL C JR l~t1E:Y. D I At~E E 1. 771 RAGL.At.m AVE CU~:AF-<~~ATEF~ FL 33765 16;L 7 CONZAt1AN. TOUL.A 1815 GLENVILL.E DR CL.E{iR(h}A TER FL. 33;765 1416 REPETTI. GARY L. 2237 VANDERBIL.T DR CL.EARWATER FL. 33765 1432 MINER, DAVID 2225 VANDERBILT DR CLEARWATER FL 337(S,r;;, 14:52 e F"L OI-OV-/7 cf)f3 0-/?-Oj 0~ (0) R) e-F) T(lt"'1 336. CONSOLIDATED ELECTRICAL DISTRIBUTORS INC 330 19TH AVE N STE 210 N(~SHVIL.LE TN ::57'203 21.29 HUTTON. CHARLES G HUTTON. KIMBERLY P 1.763 IlJ MAHOR {WE CLEAF-<WATER FL :'5:'5765 1.(,1.1 SCHHEIDER, ROLAND H TRE 1770 RAGLAND AVE CLEAF~I,.I!f-~ TER FL 3:-576,5 1635 DURAVA. CHARLOTTE 18.15 STETSON DR CLEI~RV.!AT[R FL. 33765 1422 YOUNG. TRACey L GULF SHORE BLVD N APT 506 N(4PLES FL 34103 3459 Hu~rr. J(:4MES v Hur--n" E3p,RBP,RA M 1821 GLENVILLE DR CLE(~F;~IpJpITER FL 3:3765 1416 KATAMAY. THEODORE B KATAMAY. MARIAN L 1809 GLENVILLE DR CLEpIF~I/>.IATER Fl_ 33"165, 1.41(. DUPUY. F~ I CHAr;~o E DUPUY. CAROL. ..J 2231 VANDERBILT DR CLEAR~~p,TER FL 3376.5 14:'52 e e CATLIN, HELEN 0 ANNUITY TRU C/O VALDEZ, EVELIO JR 5602 N 50TH ST TAMPA FL 33610 4806 CAPEL PROPERTIES INC 995 MONTE CRISTO BLVD TIERRA VERDE FL 33715 2036 OEM PARTNERSHIP 2040 NE COACHMAN RD CLEARWATER FL 33765 FLORIDA BLOOD SERVICES INC PO BOX 22500 ST PETERSBURG. FL 33742 2500 ZARVALAS ENTERPRISES INC 1857 GLENVILLE DR CLEARWATER FL 33765 1416 KLOPFER, ALFRED H KRIS. BARBARA 2134 SUNNYDALE BLVD CLEARWATER FL 33765 1274 POSER BUSINESS FORMS INC POBOX 409 FAIRHOPE AL 36533 0409 KING KAST DENTAL LAB INC 2135 HICKORY GATE OR W DUNEDIN FL 34698 2415 MINIERI SEMINOLE INC 29656 US HIGHWAY 19 N CLEARWATER FL 33761 1529 NISK, ALICE H NISK. RONALD P 2170 SUNNYDALE CLEARWATER FL TRE TRE BLVD STE W 33765 1.212 MATHEWS. ROGER W JR MATHEWS. JAQUELYN F 12150 SEMINOLE BLVD LARGO FL 33778 2833 SOVRAN ACQUISITION LTD 6467 MAIN ST BUFFALO NY 14221 5890 ANDRE. PATRICIA A 2101 SUNSET POINT RD ~ 1401 CLEARWATER FL 33765 1250 SNYDER, MELISSA A SNYDER, GEORGIE G PO BOX 16685 CLEARWATER Fl 33766 6685 HELM. MARION H TRE 2101 SUNSET POINT RD ~ 1403 CLEARWATER FL 33765 1250 LINSCOTT, JULIA E C/O FIRST NATIONAL BANK TRE 2101 SUNSET POINT RD ~ 1404 CLEARWATER FL 33765 1250 CICATELLO. THOMAS F CICATELLO. THERESA A 2101 SUNSET POINT RD ~ 1405 CLEARWATER FL 33765 1250 VERRIER, URSULA M TRE 2101 SUNSET POINT RD ~ 1406 CLEARWATER FL 33765 1250 YOST. L MARTIN YOST. ELISABETH A 1431 RIDGETOP WAY CLEARWATER FL 33765 1733 DAVIS. ALVIN G DAVIS. KIMBERLY J 1831 N BELCHER RD STE G-3 CLEARWATER FL 33765 1417 VALLE POINT INC 1831 N BELCHER RD STE G-3 CLEARWATER FL 33765 1417 VALLE 1831 CLEAR 33765 D STE G-3 ,0 STE G-3 e e DOW, H COLLE:N GRAHAH. CHRISTINE L 1222 BUELL. CT ,JOLIET IL 60435 6875 K.FHVACS. JAHES K 1831 N BELCHER RD STE 8-3 CLEARv.)ATER FL. 33765 14.17 KASS. LAv.)RENCE 8 1811 N BEL.CHER RD ~ H-l CLEAmJA TER FL 33765 1433 sn:: Q-3 CHESLOCK. ANTHONY R CHESLOCK. ALICE L 1831 N BELCHER RD ~ l-B CLEARlAlATER FL 3:3765 1449 GRAHAM. HAROLD P GRAHAM. PATRICIA A 1001 BUELL I~VE JOLIE:T IL 6043.5, 6939 GR{~HAM" HAROLD ;) GiRAHA~. [) A 1001 .]()L I . 60435 6939 DAVIS,. ALVIN G 1831 N BELCHER RD STE 8-3 CLEARWATER FL .33765 1417 BELCHER POINT PROPERTIES IN 1831 N BELCHER RD ~ Cl CL_EARWATER Fl ~5~)7 65 1442 REY~.mLDS, "-1AROLD C 1831 N BELCHER RD STE G-3 CLEARlt.JATER FL :3:?:;765 1417 DAVIS, ALVn,! G DAVIS. KIMBERL.Y J 1831 N BELCHER RO ~ 0-3 CLEARv.,IATER FL. 33765 1417 ANGl_Eh~ I NC 640 S 8AYWAY BL.VO ClE{)RvJATER FL :S25767 2675 33 NICHOLS. JUL.IE F 640 BAYWAY BL.VD ~ 205 CLEARlh)ATER FL. 33767 2604 20:-;' 205 8,-3 REYNOL.DS. HAROLD C 183~': ~ RD STE 0-.3 CLE v.) T. 1'_ 337 14 7 1'100RES. 8L.AK.E E 1831 N BELCHER RO ~ F-3 CLEARWATER Fl 33765 1417 G-3 PRESLEY, .JAMES A PRESLEY. PAMELA A 1831 N BELCHER RO STE G-3 CL.EAm~ATER Fl 337.65 1417 PRESLEY" JA~.1ES A 1831 N BEL.CHER RD STE 8-3 CLEARlol}ATER FL 33765 1417 KRIVACS. J(l~1ES K 1831 N BELCHER RD STE G-3 cU~f~m,)A TER FL. 33'165 1417 . . e e PROSPORT MGMT INC 1831 N BELCHER RD STE G-3 CLEARWATER FL 33'765 141.7 DAVIS ALVIN 1.8;;)1.~_' L_: '. RD STE CLEA A _ -- :3376, 14.17 G.-"Z ,.' GRAHAM. HAROLD P GRAHA~. ':'IT :.A A 1001. - . JOL. I E- 60435 6939 ASSN INC , FW STE 8-.'3 MARCUS. J {-'iMES MARCUS. STEPHANIE P 2236 MANOR BLVD N CU;:Ar~v.J('\TEF;: FL. 3~5"165 1612 RUBERTO. ,J Ar1ES E 2232 MANOR BLVD N CL.EAf~WATEr~ FL. 33765 161.2 FOSTER. GEORGE E IV FOSTER" PAMEL.A S 2228 MANOR BL.VD N CL.EI~Rh'~nEr~ FL :33765 1.612 MARTIN. JENNIFER L J r'1Ar-l:T IN. DAV I D 1,.1.1 2224 MANOR BLVD N CL.EARhIATER FL. 33765 1612 ROESLER. LAWRENCE J ROESLER. DEBORAH A 2220 MANOR BL.VD N CLE~:~FH"ATER FL 3:5765 HUBER. GAIL. A I-IUBER . U~IUF;:EN 221.6 MANOR BLVD N CLEARWATEr~ FL 33765 161.2 BONIFACE. DOUGLAS L BONIFACE. JEAN E 221.2 MANOR BLVD N CL_E(~RWATER FL 33765 1612 BUTLER. FREDERICK J 5900 SHORE BLVD S . 401. GULFPORT FL :33707 5933 WICKMAN. CLIFFORD L JR 5900 SHORE BLVD S . 401 ST PETE:::RSBURG FL 33707 593:3; SCHROEDER. ELISABETH P 426 BELLE ISLE AVE BELLEAIR BEACH FL 33786 36.10 COE., ~JAY L C~C)E. DEBORAH L. 1762 W MAr.H)h~ AVE CLEAr-l:(.I,lATER FL 33765 1610 HEILMANN. FRANCIS JIll 1758 W MANOR AVE CLEAR~~ATER F'~ :33765 1.610 HEUSINGER. CHERYL S 1754 !.Ai r1ArJ.OR AVE CLEARWA TEF~ FL :33765 1610 BROWN. ,JOSEPH N BROWN. DOROTHY L 1750 W MANOR AVE CLEARl-I,IATER FL 3~5"165 1610 SHOWER. DON~~LD R SHOWER. BARBARA A 17 48 ~\I M{-'iNOR (~VE CLE{,-\F<~~\JA TER FL 33765 1.610 PEREZ. AR/"i(-~\rmcJ F~ PEF<~EZ" JOL I E D 1. 7:56 W MANOR AVE CL.EAR~"ATER FL. 33"165 1.610 ST(.'BLER" 1--IARRY A 1"149 !.AJ r-1ANOF<~ AVE CU~J,R(iJATER FL 3~-S-:;"65 1.61.1. TILLERY. BILLY G .175.1 W MANOr~ DR CLEARWATER FL 3:3;765 1.611 !.AiOOD" J Ai"lES E WOOD. ELIZABETH A 1."155 W MANOR AVE CL.EAF;:W~HER FL 33765 1611 2:30 p.m. /. o,Al( /~ (}- case:~~ 01-04-30-_2 N. Belcher Road e Owner/Applicant: Fountains Bayway, Inc. Location: 0.66-acres located on the west side ofN. Belcher Road approximately 75 feet south of Sunnydale Road. Atlas Page: 262B Zoning: IRT, Industrial, Research and Technology District Request: Flexible Development approval to reduce the north and south side setbacks from 15 feet to four feet, reduce the minimum lot width from 200 feet to 100 feet and to permit general office in the IRT District as part of a Comprehensive Iutill Redevelopment Project. Proposed Use: A 5,000 square-foot general office building. Presenter: W. Ryan Givens, Planner. Attendees included: Richard Adelson and Charlie Rutts (Fierce, Parry, Givens, Glenn, Gust, Albee, Shoberg, Melone) The DRC reviewed this application with the following comments: 1) Confirm the use of the project (medical versus general office); NO MEDICAL OFFICE 2) Need to know how many tenants are in the building; DESIGNED FOR FIVE CURRENTLY (WHICH IS THE MAXIMUM THEY WOULD SHOW) 3) What is the purpose of the overhead doors on west elevation - loading and unloading for an office building; what is the maximum size of truck to be used; need 43 of back out space (for a car); POTENTIAL CLIENT WHO WANTS TO USE THIS AREA FOR STORAGE 4) No turf blocks; 5) Need enclosure to meet city specs (12 x 10 interior dimensions, 2-4" bollards in rear, drop pins on doors and drop pin slots to hold open doors; RYAN TO GIVE SPECS TO APPLICANT 6) Monument style sign to meet code 7) Gutter and downspouts to match color of the building; if the gutter is required; may not be required but would be recommended; 8) Why no windows on south elevation; 9) No comments from fire 10) No comments from parks and rec; 11) Need Pinellas County driveway connection PRIOR TO BUILDING PERMIT; Mike will support access as shown with county; 12) Need five foot sidewalk along Belcher Road, show on revised site plans, prior to scheduling for CDB; needs to link with bank site sidewalk; need to have an easement for a sidewalk on their property if necessary; or pay fee in lieu; Mike will contact county to determine future programming of sidewalk and/or piping of ditch; 13) Need ingress/egress easement with adjoining property owner; PRIOR TO BUILDING PERMIT 14) Need grades, elevations and stormwater calculations; PRIOR TO BUILDING PERMIT OR PRIOR TO DEVELOPMENT ORDER; need to have a conceptual storm work done prior to CDB; 15) Need to show FFE prior to review by CDB; need to have to address tree issues; 16) Need show utility plan PRIOR TO REVIEW BY THE CDB; 17) Revise landscape plan - mark and rick will meet the applicant on site especially address area along the west property line; 18) Tree removal process; discussed transplant issues; discussed tree removal and tree credits; 19) 15 sets of revised plans and the application - including signed and sealed surveys, will be required by Monday, May 21 st to be scheduled for public hearing by the Community Development Board at its June 19, 2001 meeting. DRC action agenda - 5/10/01 - Page 8 . . LL o SUBJECT: DATE: 1802 North Blecher (FL 01-04-17 May 30,2001 >- f- - u CURRENT SITE PLAN MATERIALS THESE ITEMS HAVE NOT YET BEEN APPROVED . . . . Rutz Office Building Drainage Calc. 's Total Area = 0.66 acres Existing Data Existing C = 0.2 Existing CN = 73 (brush, D-Soil) Existing tc = 15 minutes ( min. ) Proposed Data Pond = 0.094 ac Paving = 0.223 ac Bldg. & walk = 0.151 ac -------- Total impervious = 0.468 ac Proposed C: 0.468 x 1.0 = .468 + 0.192 x 0.2 = .038 ------- ----- 0.660 .506 Proposed CN: 0.468 x 98 = 45.86 + 0.192 x 73 = 14.02 ----- ------ 0.66 59.88 Proposed tc = 15 minutes (min. ) . Proposed C = ft'. '." f'(\nV H...... \ivr 1 --:---;(71~\:-::\ \F~I;:1 (".' ',I', I \ fL~"'" \ n r: \ I,ll '. ' \., ',. " ' I !.~ :. I' l' \ ',' ,Ic' II L ,.,.' \1.. iJ ~: \ ','~ \ L'::: 1._,:.,1 -* !'. \. 'i \1 t}) ,",;' ~,\ " 01 ill \1 f, \ MAY 3 0 20 '"i' t ',~ I 1 II.'l I \ .~uu , \ :J ,_,_ .,'.::=.....--- -~- ~ IBL::._;---- ~6 = 0.77 .66 Proposed CN: 59.99 = 90.7 0.66 ,f" ~J-6 1 . . . . Pond Data Elev. (ft) Area (acres) Volume ( aC-ft) 47.5 .019 0 48.5 .038 0.029 49.5 .057 0.077 50.5 .075 0.138 50.0" = .105 ac-ft 51. 5 .094 0.223 SHW = Elev 50.0' First ~ = ~ x .66ac = .028 ac-ft 2 12 Orfice Elev. = 50.0 Ft Weir Elev. = SHWT + ~" = .105 ac-ft + .028 ac-ft = 0.133 ac-ft 2 Weir Elev. = 50.43 Ft Orfice Design H = Hi + H2 = .43+.22 = 0.33Ft 2 2 Q = .028 ac-ft x 43560 = 1220 = .014 cfs 24 HRS x 60min x 60sec 86,400 HR min A= ~ = .014 .5 .5 C(2GH) .6(2x32.2 x 0.33) . 5 . 5 D = C4A_) = 4(. 005U = .161ft = 1. 9 inches. @ Elev 50.0' 3.1416 3.1416 = .014 2.77 = .0051 SF e . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.~) [1] Copyright 1995, Streamline Technologies, Inc. 25YR 24HR STORM ********** Input Report ******************************************************** --------Class: Node-----------------------------------------------------________ Name: 1 Base Flow(cfs): 0 Init Stage(ft): 50 Group: BASE Length( ft): 0 Warn Stage(ft): 51.5 Comment: Stage(ft) Area(ac) 49.5 0.057 50.5 0.075 51.5 0.094 --------Class: Node-----------------------------------------------------________ Name: 10 Base Flow(cfs): 0 Init Stage(ft): 46 Group: BASE Length(ft): 0 Warn Stage(ft): 50 Comment: Time(hrs) Stage(ft) o 46 14 50 24 46 --------Clas8: Basin---------------------------------------------_______________ Basin: 1 Node: 1 Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLMOD Rainfall Amount( in): 9 Area(ac): 0.66 Curve #: 90.7 DCIA(~): 0 Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 15 Lag Time(hrs): 0 --------C1ass: Basin-------------------------------------_______________________ Basin: 10 Node: 10 Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLMOD Rainfall Amount(in): 9 Area(ac): 10 Curve #: 90 DCIA(%): 0 Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 30 Lag Time(hrs): 0 e . '. . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) (2] Copyright 1995, Streamline Technologies, Inc. 25YR 24HR STORM ********** Input Report ******************************************************** --------Class: Basin------------------------------------------------------------ Basin: PRE Node: PRE Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLMOD Rainfall Amount( in): 9 Area(ac): 0.66 Curve #: 73 DCIA(%): 0 Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 15 Lag Time( hrs): 0 --------C1ass: Weir------------------------------------------------------------- Name: R-l From Node: 1 Group: BASE To Node: 10 Count: 1 Type: Mavis Flow: Both Geometry: Rectangular Spa nO n): 24 Rise(in): 13 Invert(ft): 50.43 Control E1ev(ft): 50.43 TABLE Bottom Clip( in): 0 Top Clip(in): 0 Weir Discharge Coef: 3.33 Orifice Discharge Coef: 0.5 , . e . Advanced Interconnected Channel & Pond Routing (rCPR Ver 2.10) (3J Copyright 1995, Streamline Technologies, Inc. 25YR 24HR STORM ********** Input Report ******************************************************** --------Class: Simulation------------------------------------------------------- C:\ICPR2\SUNNY\SUNNY\SUNNY Execution: Both Header: 25 YR 24 HR STORM ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 30 Min Calc Time(sec): 3 Max Calc Time(sec): 5 To Hour: Plnc(min): 11 30 16 24 24 15 ---------GROUP SELECTIONS---------------------------------------------------- t BASE (05/25/01] Override Defaults: Yes Storm Dur(hrs): 24 Rain Alllount(in): 9 Rainfall File: FLMOD To Hour: 36 Plnc(min): 5 . . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) Copyright 1995, Streamline Technologies, Inc. [1] 25 YR 24 HR STORM ********** Basin Summary - SUNNY *********************************************** -------------------------------------------------------------------------------- *** Basin Name: 1 10 PRE Group Name: BASE BASE BASE Node Name: 1 10 PRE Hydrograph Type: UH UH UH Unit Hydrograph: UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 Spec Time Inc (min): 2.00 4.00 2.00 Comp Time Inc (min): 2.00 4.00 2.00 Rainfall File: FLMOD FLMOD FLMOD Rainfall Amount (in): 9.00 9.00 9.00 Storm Duration (hr): 24.00 24.00 24.00 Status: ONS ITE ONSITE ONSITE Time of Conc. (min): 15.00 30.00 15.00 Lag Time (hr): 0.00 0.00 0.00 Area (acres): 0.66 10.00 0.66 Vol of Unit Hyd (in): 1.00 1.00 1.00 Curve Number: 90.70 90.00 73.00 DCIA (%): 0.00 0.00 0.00 Time Max (hrs): 12.10 12.27 12.10 Flow Max (cfs): 2.91 31.22 2.24 Runoff Volume (in): 7.87 7.79 5.70 Runoff Volume (cf): 18864 282737 13665 . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) Copyright 1995, Streamline Technologies, Inc. 25 YR 24 HR STORM . [1] ********** Link Maximum Conditions - SUNNY *************************************************************** (Time units - hours) Link Group Max Time Name Name Fl ow Max Flow (cfs) Max Delta 0 (cfs) Max Time UIS Stage Max US Stage Max Time (ft) O/S Stage Max OS Stage (ft ) R-1 12.23 ---------------------------------------------------------------------------------------------------------- 50.00 BASE 2.56 0.01 12.23 50.96 14.00 . . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1) Copyright 1995, Streamline Technologies, Inc. 10YR 24HR STORM ********** Input Report ******************************************************** --------C1ass: Node-------------------------------------------__________________ Name: 1 Base Flow(cfs): 0 Init Stage(ft): 50 Group: BASE Length(ft): 0 Warn Stage(ft): 51.5 Comment: Stage(ft) Area(ac) 49.5 0.057 50.5 0.075 51.5 0.094 --------C1ass: Node-------------------------------.,----_________________________ Name: 10 Base Flow(cfs): 0 Init Stage(ft): 46 Group: BASE Length(ft): 0 Warn Stage(ft): 50 Comment: Time(hrs) Stage(ft) o 46 14 50 24 46 --------C1ass: Basin-------------------------------------_______________________ Basin: 1 Node: 1 Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLMOD Rainfall Amount( in): 7.5 Area(ac): 0.66 Curve #: 90.7 DCIA(%): 0 Peak Factor: 256 Storm Dur ation( hrs): 24 Concentration Time(min): 15 Lag Time( hrs): 0 --------Clas8: 8asin-----------------------------_______________________________ Basin: 10 Node: 10 Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLMOD Rainfall Amount(in): 7.5 Area(ac): 10 Curve #: 90 DCIA(%): 0 Peak Factor: 256 Storm Duration( hrs): 24 Concentration Time(min): 30 Lag Time(hrs): 0 . . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) (2) Copyright 1995, Streamline Technologies, Inc. 10YR 24HR STORM ********** Input Report ******************************************************** --------Class: Basin-----------------------------------_________________________ Basin: PRE Node: PRE Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLMOD Rainfall Amount( in): 7.5 Area(ac): 0.66 Curve #: 73 DCIA( %): 0 Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 15 Lag Time(hrs): 0 --------Class: Weir-----------------------------------------____________________ Name: R-1 From Node: 1 Group: BASE To Node: 10 Count: 1 Type: Mavis Flow: Both Geometry: Rectangular Span(i n): 24 Rise{in): 13 Invert(ft): 50.43 Control Elev(ft): 50.43 TABLE Bottom Clip( in): 0 Top Clip(in): 0 Weir Discharge Coef: 3.33 Orifice Discharge Coef: 0.5 . . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [3J Copyright 1995, Streamline Technologies, Inc. 10YR 24HR STORM ********** Input Report ******************************************************** --------Class: Simulation-------------------------..--------_____________________ C:\ICPR2\SUNNY\SUNNY\SUNNY Execution: Both Header: 10 YR 24 HR STORM ---------HYORAULICS-----------------------------HYOROLOGY-------------------- Ma x De lta Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 30 M inCa leT i me( see): 3 Max Calc Time(sec): 5 To Hour: Plnc(min): 11 30 16 24 24 15 ---------GROUP SELECTIONS------------------------------..-____________________ t BASE [05/25/01J Override Defaults: Yes Storm Dur(hrs): 24 Rain Amount( in): 7.5 Rainfall File: FLMOD To Hour: 36 Plnc(min): 5 . . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) Copyright 1995, Streamline Technologies, Inc. [1] 10 YR 24 HR STORM ********** Basin Summary - SUNNY *********************************************** -------------------------------------------------------------------------------- *** Basin Name: 1 10 PRE Group Name: BASE BASE BASE Node Name: 1 10 PRE Hydrograph Type: UH UH UH Un it Hydrogr aph: UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 Spec Time Inc (min): 2.00 4.00 2.00 Comp Time Inc (min): 2.00 4.00 2.00 Rainfall File: FLMOD FLMOD Fl.MOD Rainfall Amount (in): 7.50 7.50 7.50 Storm Duration (hr): 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE Time of Cone. (min): 15.00 30.00 15.00 Lag Time (hr): 0.00 0.00 0.00 Area (acres): 0.66 10.00 0.66 Vol of Unit Hyd (in): 1.00 1.00 1.00 Curve Number: 90.70 90.00 73.00 ocrA (%): 0.00 0.00 0.00 Time Max (hrs): 12.10 12.27 12.10 Flow Max (cfs): 2.39 25.53 1.72 Runoff Volume (in): 6.39 6.31 4.37 Runoff Volume (ef): 15318 229115 10465 . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) Copyright 1995, Streamline Technologies, Inc. 10 YR 24 HR STORM . (1) ********** Link Maximum Conditions - SUNNY *************************************************************** (Time units - hours) Link Group Max Time Name Name Flow Max Flow (cfs) Max Delta Q ( cfs) Max Time UIS Stage Max US Stage Max Time (ft) DIS Stage Max DS Stage (ft ) R-1 12.24 --------------------------------------------------..------------------------------------------------------- 50.00 BASE 2.08 0.01 12.24 50.89 14.00 "",";;"''''''''C~~~',,"~d''''''"_''''''''''W~~'~I'''~;''~~i~_M~IllI~_.' ,"W1.<.'~,""" ._......""H..'.....^"'".~","'~"""",.V"',.''','r.,,, .. :ff,'\~\~;1"~'~~};,~~ii'P.:IItl\"_; 26 Detailed Map ~ SEE MAP ON PAGE 21 G H I J !;1~ \~~".t~~~I~D' ;~';!l' ~~~~' . e FOor~~~~ ~. ~ T;f~tRY' SWtP' 5 .~1~15T~Tt ~~~~ ! L ~ SIT.~"'''w\i''f <Jool ..~.I~~~t;\\1 . .S'4"ISHO'~~!C ; 'I!:~.f>L .~~~ CfNTER:;i ~~\~l~l~ G ~~. ~:!i'." ..c~~.LY ~!~ iJi 'r: q. U .. L CEM 3 COo""B' ~O l!5 ~.:;. , ~ I ~ i ~I'1i<<3 Ft;r~ r5l'~" ". 586 ,.....Inar ABOLI.'.C CI. Ill! .'tlJ' 6 \i 0 18 --- ,U"&r.;" 'Foiii;;' ~86 ~ 01 C" 3~' . 5'~'M"'CTV1 >- '" z ._ iOJA.lI t .!~.. J.cT"'17'il:t;~ ' ~N 911 il.(t~:!j GO E~ t... /(:i1 ~~ljj,EiQ '7'SH l ~4~~P~ "4.:.: :::1 ~ 'rD~ Op~~j~A~D c~ ~ l!' ~ il\~l" ~ t: ~ I ~~ ~ ~ ~ ,,{ 1.'~W'J.Kf~~'i CT ~it'!'~_~ ':i DR . IHES 1:I"...."<..un_ ;!; ~"/ ~SHOPPING ~~ A t- ~51~\,~ rTr.'1 ~ ~_ \\:~~ 9!WAY ~.~c no T ING ....~j- ~rc;-r.. -cr 0.. CURLEW ~:i1 CENTE" '~~:It ~ ~. :;iU;!'!:" ... """",,,1. ElrUM'"l _. J,.X '", .t y. Cl(.lIEl.S. "']4: I.J 3 ~ 51 ~ a: 13 ... tsP~ISIlP.IIlUJlJl CROf,~I~~_ .E' >- >- ~ 0 II! 'crv:r~; ~~" ~_ ' g, ..I 0 "''''''''''AROUlS Ci:T i5 TWI,~ .. V1 :I: ?OR t: :t '.. '<<,1 0 B .......~~~~.a;,<:; O.Jj';;,\f1~~~z ~e~~~WL r~~.HO.~~.~HO'.E;:g CONGRE~~, :1:0",.", t-?;~>-il.~~1W!!i",~~li..I."'~ ~~.....~.... 0 '" ~~ a: L'l W '" .. ~ '.0NITALN _ t- U <01<0 (J),.. 10 ,.. C1' % 0 d '" r,,"kl- ~ 7, L-:5P.;-::~ ~ iL~ ~ Z:;! ;; 8~1 LN ~~ '.'ACHON' 0., R:5 b CD,.. .. <0 L ~~ ... "", ~f, il~j.i~~~~~'!-?t~/;';l..'~..E.~~ ~~! ~'if~~J. '_H )50.\... !ggi~r,~~~~:D'J.EAL<CIOS'L .llJJll:lLA1t~s ~~[~ ,\.~J.~~j.:.!ij~. ,,('~~ ,;~~1llL=.:r!!1o"-'~ '.'V . LN;;;';'" 'Plw,,~~ "', ~ ....cH<mLH\ ''''DTU. . ..)( ."'! J~~~...'~~.." ~.j~i'~:.:.~~..~l:::f.O~~fi r~c ~~~!' a J.III.'"' """i s~r;f..~.,~"...:...g.~.'.~."~.~...~~~'~.....~:t..LItt..~. !M~""'~' ilu ~[;:::Nt'~I~ ~ ~ L![ 1'~,~ .~ IIC ",;~, _ DENI ~HJir~~~ ,~lt~'~~';;~!,':,~:'''''' tlllGf1t'NOo!'iI'\"'{'.,~I",I~1 > 'j~_", ~~12~:\7r: lY" '-'if .O./A"".'''''.ICO ACT~\l;'''' I!S!,..~.,Q...- ~. I~A ';>t?t'~'~'''~ ~~l~t; r;1~M~~H: .. ~:;j 3 LrMONCT TIMB'..iiWD. !1 L ~~T:tI-.. "11"OI"~'" ....~ <>. "." "-i.\::~7iJJJF tft:. .....~ ~ .. z.l: ~ '[ II ~ ACH.'Nt1ERRY CHAP"RRAl 01( a: f 8l11: _ 0., ONr'6InU:T\ ,.'.~;:"I:};H'J.lJI:.L.~~_. ~~jjfjt.:-.S~_,., If" ~.~ ~ f:lJ ',--.;--.:-.."j-~ tv4 CHANTlltvINVl: ~j 01( 'ltl~ C'.....p 0 c a h' r'f"& .r'- ,.' _., tI1'$l r." ~_,_~,~) t:t, .':NIIDLEWILO .0YAloma a: ~~ L W "".".'/::'.;! '.~n,;;;'''.. ~ <:, u '~2i3IA... ~ 'f'~" . z ~ '''.H..hts. CH!B. ~"'. .2.0...~......~~ "-'r 10 Iot'':,;;;''l I...~ ~LJ . ,",lAB ~;.!!p, VAff~~~ux ,~'& SAN 0 iJ ~I" ra;::IT~.D P'll~r~c O. '.. ~~YlOU: ,OIl HO\lSt~ ,$',. , ~/l '><;:.ucKAAIi.RQ :&.~flY_DIls"'. we . ,f . ill 3~'fLEW I;; in 19 dIREN~IPITYI.~ ' st.~IE~...""..".': ....,..."'_ gt::"QIMARY.JAtlW !J.M~;UUI~O DA.t:51 lm6ll'1 'l:' ;.':;" ~ "Ill ~~li. W;ijl;~; "'COOHtRYS!OE~a: . ~~IiOllMA8JIO_ JiQ"tW ~Q) CHnil ... ~ '1Alf L,k. ~ ~ ~' REEIi18LVD LN F\ .~~LOCH,' "'''' ..: ,S.\lfMARJI~::+::l~ ING 15 '" in I;; S :; ~ :;: _, ivcl~.... CGOIJ/VTt1Y$IOEll~ l.~ CC.RIYSTW r. - .._oW 1 J I- ~ f3 ....1~ flMnlCr.Ir:1 n r..~ J.~ !Sl HO J - -GOL-' AND _, .z " . _fL . "1C ,Q '- .."TOL CT "ffi'~ i';. ~c l!i DR .....'COUNTRY CLUB:5 I~I!I.Q.~LANO_-::l AV !l!1 3~ ~ ~ H ~ NIA' C1 I..un-'~~ I':l 8~ ... ~W'UR ~\lV ..... ..' ~l~ l~~~~MC;.\J;Ari.i5 ~I C\ ~ ~ Q 0 ~t ,~.k. l ~ ~ ~m'*~~r;~~""'<C" >lQg I~'r'tr'..~ ~I rlLr.t. .. ""'...~J."-:O~ I r!f? ST "U!1' 0 Ii ~ Ln., .,." U~ ~r:;{;i~ l.sfl' C ~~"', ~ .a I"~ ~.. ' oJ-I'~\.\."'il!-~ klk"':!ill ~ _~{J:~~TVI;;t;~C)::J ,.': , , PL:::~....V1~ g" ,,~;';.":" M ...... '. ;......:......~A..".:~.&.:::......~.."'...'..{~.~..~~~~;.'.: ~fQ~rj~ . GEll IMY eo ~l.Er~~. ~~8 N. NI~ ii' ~Hl:; ~~r~SfAfrs Jlr~~~ ~l'v~ ....... <1'~<~#f: ~I!:'" i5 H V~ ;)... ,:~.: u i . . II ~ I PI.AZA 4 a bNT1tYS! ~..~ ..,... ~GC '" f~ ~.f..:~~~ ~u .. ffi:t '" ~ ~~:=l FIRESTA a: I 0 PMMvNm'r~. ~~.,If1, p" R Z ,Z ~ . CA~ ~ -O[",ICE E(~ !II ~; ITjlll I ~V4N" 0 ~ D 1-_ _ E.'~UP W In ,pAft!' . .'. ,.'It,~~~II\.~ ~'.' Wi'- - ~ 0 ~~ · u. ~[ CfR E 1'=='1: DlNNr ~ :5 E:r :i I MIStY . / ' ,'::-.'10 .~iYCt; l-' Z N ~"."'D IL- ~ ~ W E "'rg,tll.lr.~sT ~ t;!;< EATHER ,~ V1 ::J ~ If~ I .S.~~~S l ..~.,"~..~ Nt: - t!:~": · ~,: % ~ ~ QgjSO !"\N'" % "-!! lD ~l '" ... V1 N a: W I' . t.~~''j'if;' '1>."": ' DR lz: '" LN 53/; !< S1MMOIlllmRf'~O S :z: IlltD' ~ ~ f ~I ~L~ I if I! j 141(."~1II"~ z ~bl\ll:ll~i~\ ~~ . HR2vr 1~~Ct~ - tyld -~,~t; _J _ ~Jii~P~~ S'80'd!: ".:::!:'.~l'l'~.~ 111 ~:t RD 28 · fINDEPfND~ E '" ,. .cotiNTRfsiiii... ~f'LALA I ";';. ~ 29 (t' · · ~~G, 'I'" SOIj#,Z?; · CO~~~~~o.[ 25 ~ ~ ~ i II 8!~~ I " ~. 30 COUNTRYS, O[ '<:ll:..~'....~TJlU..~h, ~ 'N U 0 ENTER GRANADA ~ 0 <!i '" 8 ~n >l ..()lll.~ ~HOP . ~ 0 C~\t~4"':,t'.:. 1~ ~ ~ r~l. i:!i ~ !~b -3 ~'/zrttNG ~ 8 ~ l ~ ~~ I · ~i~CfN cOlf:;'J.ftSIDE ~ f"" ~~. I\I~iI1l.!-{J f~z" l~ m~ "o"CONCORDt..oWwY-:; ,r--"rHDlGO ~ 0 ~ ~:'<~; a;'~E lr.,.J ~~'" ~~~jll\'r II ( . Ii Ii! ART[~~AV'NDAGR()VES ~ lIB !NGTON ~. VlLq~ ~~}UTI....-.; . ~ll '~'!Oti''B. ~ ~ r~ 0( ~ :!l OR FIRE ~ s ~ )illlS ON t"i couRSE '" , J,Hot.8 ~~s 0'" 14 \'lO'SOTOO. ir~IRT_ ATHLET'fE 6M~~'''' ,SOUTHPOIN THEg\'" Cou RHW.~ ~~;,iii ,YPIIF.ss,,;\-.:li' ~l~ a: ~~Oll ~ WoollEn 'i~llji~~~ '? >" ,,~, W8jPE\ ~'i ~- dl!P.si~~':o:-e::;;$ o 0" ~ ~ACRF.S ~ i~ 'l'I~! !, ~ L\ ~ ~ ;.M.~tf ,s Q C~ARK /- 638 COHNTRY"'~~~-; i ~ 'I 8 SC TDALE ~e ~! fttiAT.;. I (ale" ~ ",,~~ '" ~'t "'", -.JlO____' PAR!(~~'; -.L11!' RK~~~!/ I'~ ~'}l:TI W'STIIl/Jllit\~''4'3'' 'l r.~ -----1 CYRESSPOINT ~ DR ~ ~ ~ SCOTsl~t t;~ ,r.I1r:E BiiIAl::RP1N~'''1 \!>.~~" ,'" ,,-<'ti'l ~ r f' Efi _~!,' SHOPCEN ~ ---'!. ! Z <:s llJlI~' ::I -a~rL; .,. \ <';'I>f:.~ ~'\.~!1h. I ~jJlllA.ittol' t . ~r--' '---SUN o. ~ T, ...,:,t'!l" <! 0 NLN. ~ ,\\'!i ,~llll ~ OF t ~R'Qf'-' I L___o '" ~ ~ ~ ~<llS I Ii a: .. ~~ " ,-.~.. l! ~ I:!QQ,tSIAN DR I .:;? I COUN' l~~ 0 R~ ~~<; , , U 38 < t1"'-l; ~A :h e ~I!SfAN DR jrr -_-= ~Y' I 12 ftl~ ~ ~ ~ ~ <: IR' EI IT I- 'NrG~ DR ILLP.lI',~, - 31 THE !L.t.. ,H'UT VOUA I t '~I",jrN . ~ ~ ~ s "C'~ s.e~A~~W!lPO DR l5 l{JrD~J~~NT -TAn:-- 1~!W;~~'eLVD WORLDE!rgo,hE lk1~~TIVE 32 /'1k,~-":_:;:""'''l~ ~e15 ,~G ".." it;SPR IEf-!!."EHU,~lIllW\I~.lP. ~~'sb WIF.5 ci ,.~~;, 'lIGDLF COUI/SErop. I- /ib~rl!t r"dlJtatlri~~~ (l ~ lu$ JLL~. i <:< ~ 13 ~L"i1'rQ.O'!!' ro~' oc '" DCT a: rfJ!S~..i' t=NCiSC~c: JI I ~~ EYlRK \;> ....";" .Y".- ~i;; LU --cld i;l IlTHCT~ c 10.. umr;,. ~L OA F ,_'&.00 SED'SH Ef Ii: OR .._ Vf!;T~.D. Itt~ .~" t-'-! ~llEXING' __COUNTIj,Y~\ ~ ,,' Ii1 ALLARD ~ ~ R 8.wllY Y.P: .C, .... llIL. ~N F' OR~l!!!HHE ;J.!I Hit CR;.;!_t..::--.',,1 ~')" I Q' :!i1~1'-~(b !PE.C~IAKi~l ~q, } 1,,'k(;t5lr(i~~ ~ [. ~~ :A.ANWV"'I' '~~. ;~!~. ,~tu~~~wJ"'WORLOZ! ~~Ct~;Rc~;:;.~l ~..: ~!'{ L IIC @l ~ g; b: ii't!r.$1, I '" ~1iL~N~ ;! ~ ~; I~~o W lI!.~D P "A,l!~ .I-.,--tM.'tYW,kf- r' 19 _ , !D-~ l~~P -p If~:~ jK"en"~ ~'c~~~ ~ Jr:trl~fHi BLV~ EouA~~{mOJt!tL...l "'~!mocr.~..Q;J ~ · lL 0 A'\~l 1ST. Lt.. ous Ci(ru"~"_ ....1., CT 16"'oWY.. I~ ,..-r,'Ylrw.cr.,. J~'i!<.rrr"CT 1-2i"LMr. nNIOSO GtAT! ~;r.I' 'F.FnERII: H' PP1NrlZl....~ __ ~!.!!..V~ DRfltO:::<' C Sj::' A i~~~~ i;J,I,P4SET! "I S1"~~'~1'~~ ~ITT E.Y9!I.!'ll~~ti;~ ~~.. O'Dc.o.~C1. 'I"';;'~~~ l'~~'6;~;SA IANWVl:' I T Cl 0 CHELSEI " 'II" "" lit i!l '" ~ 1J ji;i Ii ,.. I " , I;; '" ~ ..-- -,"-,,-,~ 0 ~1rt~-- z a: IR1OG't, ECI.S"" ~P' Z Z I ~ ~ I~ I."tv,!!,T~.,~ ' I:HARHR i:; a: y. ~ . <T N W 3 CUMRERLA - 1 ~ 0 .,J I~ ~1 ow r! u ~(VD S z ~ ~ _ lea ~: _ ST ...J ~ !'-" ',"UATlNGT ~A~ 0-5- g ,l~, ~ ~ G" E 0 JlAKS LA'r ~ ljl ~ t RAL A 1<, ~'n'f:r ftl'i. fT 5 BYBAM .DR "r; _.:~.;. S~'GHl 00 ~':f~!o, q;l \ 100 fit,.., MONTC lR R..Q.:; ~~AI "0~r!!! C-HrvllY I ~ .. ;,; lii~ 1ST ~oeINwoo~ I ~"',.O ", Il;k !.L~ONOUI~5G"1 ~ iji'''!}" T .f: t t I~ __ ! w~ ..~.~rc~!i'ui]!' AAlll1:-':"'"---'.~ Ig,~fGHl NO kR{JSEr~P '1,. ....~ 't;r ~7r i~<'ffi"': r r14C(('5 t&I I ::E 0 g ILl' ~ ~,r..:'T 1-.-) Il'.!!. ", dK lijlu"'c'.DY)l' 8~ ~I" ~L -, \>I1lII'Z1:I Ill,," ~tt 0 ~ > ~ :~ . I I. nt ..1t~IiiiOR SO ~I J~' RI';'LNj~'s!~~N~.~~g SN;~~/i1._~~~~~ gAL'I-~~ .'me h_~~:'rnk~\ 01 ~;~~~'~M./I~~'t~!, 'jnt': .SHOPCEN " . POI 13 i ';:';:'i 'd", '" POiNT -" Ci' Clj13\:r . R-"Jn '~iCI L~"'l ~fD~'t..~ ~'.RO. -:J!." !.~-...G..-.t:,~. l5"w:'-r..Hll5I:g;ig;1g;1~k>.9.-..WN_~t'!'1.Jf- f.IJlOw..~. ~: 1'1 ~7~ ~-1r-"'Xli.lJ 1..6 ~.!!i ~ ;C:J-SUNSfTPOIN~19 c SOIlTH s~~-"lm. !I:\/--I< !i;l)IliJ~JJ:"I>;I1!-~!!.~~?J .;GF.~:Il 0, --'.UNSETGRO. ~'o(~f ~I~ ~'MESlit;<>-~ SHOPC~N ~I\'OODRING /tl("'! ~W! NT~H~,~i~i~i~~~i~l~H~~~l 1--1r-i~~~sllEJ rrN'NY~~"'_JJVD LQ: ;;~ ~I~ ~~ ~~~ >' I ~bo ~INn~ ~CT SA ~~~(; ~GHr1d~@Ji~i!II:<i1}~~WTIT~ I C'~ME:<T ,;:rf~Jfo~i ~~z:~fj ~~~~'!.~:/' ~.~~ ~ l ~::~v.~,'i~ ~~ l~ ll~."~7Ci t't.."s,..Q..U...A.ijfR.E.~."'~.'''''.f''''.~. ~j..il. ~ .:,;-;...,.,.--.;;.........."~~Ier gl :.. r-.~.-.'~.w CALUME~.~.?I.;!. ~... ~.~ <<.'OO~', L~\. L.O..Eft: ftt1~1 ~-I.~I.tn_ ~1.~~I'Art"'< :l~rrlt!-~ ffi~ It!- ~~o;~ ,1).}>'R.~2.-koi~~~ ~ i I" IS c~ii::"1 ffi ~, 15 <:: J ~ ;0", _/'#-~.!!!ge g ! ~I~ ~ i J"c![<J. .!NW.oO~4~Fl --":,,, ~~c-="'-::..:_ _~~~S'\80.,,~._l(,)Hw.:A TE!i.=0..d~G...N~_ _.i~ ~ _ ,.~,J;J:L~__....,~_.RY..tl~"~ ..H" C!,:N_ ~~~__~ ~ ~ ~ ~_ _ 5!":' ~ = C c r: c c: t: r: t ,; ... t I:: C I: Ie C C c: C g: C I: I: E: I: s: &: &: A.__ ~ 253A ---.!J - , 1-_~f10 '" r... ~ I r.., . I. .. o i'l i'i o ~ " IIi N '" 05 5 ~ o < u o I- :::J :> z (9 ~ C/l i imo [34/J6! I , i ! i i il:lOl .".., .. 271 A 50111(1'<$ I -1 ~ ./ ~ I I A 2538 L.:-.~--j \ .~~::::__:.::::::::::::J" '.L....---J___ L-_-_:~: \.A'::'1 1'4 ,\80 r 37 I I , ,---1 ,-- - 110(1 IfNI C. R. 575 r-~1~~ SUNSET .i,,2 n:,' .700..1""1".,..,., .,....'11I01:,".'. "10111!I]l~~''''7I1t20:~ p~;;; .e~"'.l!iJ ~ea.,....:tQ :~"~.3=="'.=e.....r::iil_ _I!~ <!h h22h2 222 ud :_2'2h22~hdh22 _, ~j i i'-iii~i~~nU~i~= i~-~r~Ii iiii~_~~ =U~i, \ t, 10 ., Sol S 121$1 SO .. ., 47 010 ... I" ~ p;: ,. "'Zt . 17 l' ,n III : '~;"'T:'1 i ' f.....,-~..,: '-rJ.. ! :~~NSE'&.....,....,' ~,__R_O_)_VE___. ~. .;'~~ ,: . :, ' 'SUNSEri' . , ,GRl;h.. liIJ __uu" : ., . I _ ",:" i! i f i [r;~~~"'''''h1 ~ II ~ j r---.....l lfi~ r.._._....~ j ~ i li ! [".......1....0h.1! ~ j ~ ! l I ,'.....'.....'! - : , t ""-': i I """1 ' "' ~; I ,.. -. i......'.....,: lmll~~~[iljJ\~~ 'i~~~i;[lJ~.) .~ ~ i ~ I ~ I I I 6 I I I ......} 2 "" ..~.k .~ 2 ~l: ::~? 2 e ~ Ii I I I I ~ ~ ~-014''', @ 22 .... >1 I ,- U.P.S. I 9 I <iJ i i CAlUlIET @ i 1 ~ I 2 IR"9 I I 18 (f> 20 CUAA'WATCFt I I I , : ~ I@ ... ... . . .. .' .. ... .:. . ... . 43/011 43/01 "', - - --.: :'~'4-R ,.. '/:011 . <3/03 -~. -- C-~~!:: !_~_~}~_ ~::~~~ h__~_ Vat 'O....,./[.,.C_ "45.700: 12/01 ~ 2718 POINT l /~5 \l: 24 ROAD r"_h~ i r....---i01..::.;oe........l [._..iii-.:-xii.......-i r......joi.:..70e-......l 1 : Of L.._..........h.h_.......J ._._....................: Ln............nn..........J r......; i ! RAINTREE VILLAGE I I W I~ [^Zf,J ["i ~i~';~;: liJ liJ ;i~;i~ ;;[~~~~~:;~; i: i .(':l)~..... .. CONDO 18-57 L.=_j .~~~.... !..::~~=:~'~:J [~~~~~:~::J U;.;J r...~.~:~~~:~=::J I-i'b V,s> ~ fl'I-01<: U l i <D ,... i I ; I 1 I I I ! I I. . CLEARWATER ~ I I. i \' ij ~ ~ ft ~ ~ jr ~ ~ . ;;;; t....... BlVll Voe. __.0."'. 5089-11-( 'Y' II ~ i ~ : ! i I PARK! RE~LAT I I 2 I II tr I : ..~ ! ! i I ii \ ~ I I I 3 I IfDUST1IAL ,I i ) ~ ~59-t727 71-91 3 \1<<".80'.43."5' IUf, [ow. ...~'''. 5 511lEET \ - .--/ ! @ CU.lR\ll;ol.l[ il> ~~-f!:..1. IOU ..v-,"\. ~'V I~\~ \).~ ~ ~(j ~ I....Q~";,... ~ 0: 11'.... 53\1-&35 i Q.e.D. R.O.W, 5295-2O'S fI/t 10::).0 "" ~~.J, f"+ '2tl ;::j ... t..~~CX1 ;. JIlt. 5555 ,.. . ..: ...::.:. .; " @ ! 0 ~ 1m i ! [] ~ i IRP I I 0.__. "13-3<11' I 17 P-014'if" HUNTER I OJt.413l-1t5a "" I BLOOD I 12 ~ CEN TER U.P.A.R.C I : lA.....ffMCo"I.~flIl I ,.." C.I'.". Arit.n. 0'~;V't90 .. ~ s .. .. ~~ '~(j I ~ ~ 13. r.-.(~: :;' F~nON (4) #46'- e; ~ ~ ,.,.. - " "...... I Ii n! 254A ~ ..))....""'kl I~B - ~ ~ ~~ f::r ...J.. IlIl/ !"~_j ~ It" -~- 17" i): I\.) (j) VJ 00 17~lt : ~ 18 ~ ~ !i~'::~ .2' .. 0: <J~ ~ i . I ... .,_. ..... I I I 1/..... I ...l ~. .. ..~.. I -~'": '.1. r--. . . ,_ ",. It" . ... .....,1 It" <( - I. . N j I ~L1~~~b~1 I ",1 .....j,~h .,. .. ~ ... i 'I .. ... - . .' ... ! i ""'~I .,... ..9 , .,1 ~4loz ., I .. ~ ' ""'~ I &... .:,. . ~ 3< -or I . I ~llg ~ f_'hi'iil ~ o r:-:..J a ~ J'....h... 115 g ...lJ4/;;0'! I :r: ,,,.1 . I /7JO 1T71 CI H'StY; 1 13 rM ~.~ -;:;!!!!! 28 ~ r-~- ~ ~ 30 31 "'. 32 ~ rr 50 _- 165 fS4 " ,,~'V~ 272A. CITY OF CLEARWATER A/lll V1toorr POO!:lLAS COUllTY, I"LOIlIDA PREPARED BY PUBWC llORKS ADIIINISTRATION ENCINEERINC 100 S. "')lite "'~., C1l!anfohr, rl 3J7S8 PrI.: (813)~l--4750. rOl: (813)526--41'5 "lip: / /_".elt!or\l'aler-fl.tl~/et'g~__ / Oi'ldgimer: Public l(\forrnollOf\ dotg II fUflllsn.-d by t". CIty 0' CIM(Wot.r Public Walks Adml(\ISlrgllon/[flg1n.<<lnq. O/'ld musl b~ occ.ptlt(l o(\d u3ed by tl'\e recipient with lhe ufldt-rslond..u;1 that lhe doto rl!C:I!'~d WO'I colll!c:tl!d (or l~e' pUrpOH 0' dl!velopnq a qroph/c: Infrostruc:lure' Irwenlory. AI such, the City or Clearwolt!'r PWA!E rnolcu no worronlles, eltpre3ud or Implied. coocern1nq '1'\. accuracy. compleleJless. relloblllty, or S'Ullobllfty of thIs dot 0 for on)' b1~ef' porticulor UI~. F"udht'frnort'. ll'\e City of C1eor'lrfo1er PW..../E ossume'S no liobif1ty whotsol!wr ossodcted with the use 0( misuse or suc/"l dala. tIllIE; Thl.. Atlas 1HJ9. I.. IUb;ed 10 perIodic chonqes. rOt ltl'orfT'ot!ort obOl.lt lotest reVisiClrtI pleow coil PWA/E or visit our Web sile. :2"4': 't/~2 N EB 0 100 200 400 600 I I , , ---.J SCALE: 1" = 400' LEGEN D: @ BLOCK NUMBER 1234 LOT ADDRESS CITY LIMITS LINE r,..,.., SHADED AREA - PROPERTY l.;_,,"~ OUTSIDE CLEARWATER CITY LIMITS . AGREEMENT TO ANNEX . CITY OWNED PROPERTY M D R ZONING DESIGN A TION - ZONE lONE ......te:x CAD <<>"08II/f'/II (2) HI. 3/14/S7 () &lI9 l/t9/~ (!) ""..., 9/'7/17 el '1S07 1/04/11 . '97. 11/01/10 en 5'7' 11/01/13 e 571512/01/9. It SaDI S/II/95 a. S,2.7 12/07/95 o S950 1/111/98 () 1112 &/11/" "CZOfj[ Ofl'D ill &70S '2/Ot/58 III &844 1/03/19 (]) "91f1 11/21/90 ill 5351 10/71/U ! I REVISED: 02/03/00 ZONING ATLAS SE 1/4 OF SECTION /262 B 1 - 29 S - 15 E HV.. FlORIDA SHEET NUMBER 1. R. 15 E. I R. 16 E. . (Joins sheet 8) ~ I \MY M~ M: "..1"" ;' .,;" ~;; k '",]~ ')f;'.~ . i "M~Y~ ~: '~d /. I' : ( " 'i II J' !,. , . . I' .. ,,': . . I' , Y';":'~:sf /j\ ;; . ' J i, ~ : -We Ad' ",i . ., " ' I <~'Z .' ..~ _. 6.t~,~ ' 1m ~~~.,..~,.Jl L~~~"" 'A~J ... ~ ~d t: A '.", "I . I , A!i: w s I 'S Po ~_ StB ~;. l.~ ,t ,. .r .~:i I' I I M~: '. '" . ". ~.1I , 1'\1~ , ..;r. Pc ~~5 Po .l(t1f "... ...:. ..::..~~) 1m Pc: .~ < J:C; .:' ...~~,\\~~~ M, :~~ \!I ,'~~ ..7..~~~ Ad At! ',' ~ j' ~ ,. \o,As,l. ~;": A~ ,we ':~ ! ~ I:\'}';':.@. · :.,~ 1 ".f!ii.\<: l:! M~~ '\!- i . ~ l Pn ...~ o .' ~. ~ ~ i ~ " ~t:~t"l "l' ~. ~;!;;"I ~ i A I ',,0' I J~.' /~:+_:-w~,~ M, . t;~ lit; ~~i: . j/J~ II' f,.,~";;i:/J: ~t~~.~"":m'~. :~.~f~~"~~j. ,>' ,In ,"tm ~~'~~"W Ay ....~~..i.._.. ',' 'S.- ~QRRowh,;!. "1' .,.~, I .~' . PIT , ,i. I \ t I " ""':JM~ 4" ,Ma ~. . ).' ~;~:~i' ~ I . · y " My,\,. ~' .'.. .. l,.lm, 1I~'_ '-./" "..'". :'ii:" . . "\":, ".' \~.. . :'. 1 F'. ..Jt.. . "~ n", e , '. .'.. ,.," Y .....,c....;. ',i'I" .' '. '1 " :''ot~~'';('}' '''''''~:j i,,~,:~1{, .~'j;~:l : ~'\i ,:-',' " ' . . . .t>~~;: l ;~ .:'II<~,>:, \~:. ) ,-,,,,~~,_', ;10--.'.,,"-"\'-"'; ,,'-, ;~t f,d., \, ~l it!~. a f :~;~,t~j: . I :;('fs~. ,. ~'J'" ,~ '" , , "~: ~ ~ir4x? Y- ~ < :{, " ;, """ r~ ' \( . ,'., -_. ,! " I;,' / 'l'%' cl i -Or I:",,"Or ,~\.' 1 "'h l ....\- ~1', ,., '1 '. ~'j; ';'h ': E ' . ,:i';..:~~),:\'\;;l'~1 I,x, ,''C ~ ~::; ~...'~s'" ~':. :ffit;~~~~iij~~~'~*, i,f t1'\:0~' 4'i.!f"{.:;.-t~4":":X:l }~trfj '. "," ll,~" ~".Ni"",l..,'ll:~ ": '):H',T.J "I> ",:~ ~ r",,;.,.l.;A:;o :,..F..', ~.'; _.. ..- ,,' ..""",. ,....." "1.' . '" '." I'.., . ' --- -, ~." /',:1 '~{ "~~.'<,., ,,~,~''',',_~:.} <,.-j~ '.:~' "'I,T \Ir;.,:::",~_.", ,r > lU t., . ~~" ~.. rJ" "c:K:':!:'f~~:J~ f,~YI r .- h.;a' ~. V:~ 'o/'\.:~;' ~ f"~ ,i11:, ;'"~~;, .. ..~'" ,'"'.' ."~~TF' ~,,: c;;j,"~,"'fo' '. p~ As ~~1~.\ ;::i,'..,,:'t~:~;f~} 1;:.~ ;.~ '.H :,.' 1"1,': ~f~ l~ =C-'.'AAaY,. ...,\"..~!1 :; ~\ i.J.~r--. ~: '."::I!.. l..:.'" '~,'!il~:",,"Wa,,:' .~ '{4 II 'it! tf;~.r,,,f'(t-;:'.v!,r~>'r:~ ~r r:> f ,As ""!>,,,,:,::: ~'. . :~ [' IIn "T,' i'i ~,'_ do:; f~\!f;:;jo . ~ I ,.\.J P ..,/1 LJ1 'j . ;.(" , i] I ~~.~ ""~\f ','. 'f......;:;;:- 'l,', ; '/:;; 1'1 r':.,Lr i) '" '. 'iI., ",i:" ii^+~: .' lJ' fir". 'l ,,',. ni..' "~'L'(~' ~.. II" '~t:.- L.rr, .fl' ';"~ ,h ~,:~!':~:~~;~. J" r:~;.i "ii-i' i.' ,1i',. <. ~I.:-!"5' .,:..r:;.1p;" n n'r' 'Hil ~- ~ .,' it':', ~ ~'l~.t$,it it ',' I' ~" .'. i:' ..: .n:'QFil t'l~"'~'," ".:;"; l~:17'Zi:;'~:.. ....'.- , ' ~" , ,Ie .,;;/r;r h., " ,. ... _I . I" ~ '-'..... 1,.,... :,),r~ 't ,hi 0,1'.;.;:.;, ! ~~ l (Joins sheet 14) I 265000 FEET Ma ;f .' ~ '",,';', '" '. .." !i \: ...... :;;: ~ , .11.'$ u~ \!I, ~ cev I .~..":l~ p~:('y n " ~.;, w . . .. "/A. Andreyev Engineering, Inc. OLOSMAH OFFICi; 109 e"YV/9w B/vd, '0 O!dsmfJ/, FL 34617 813-814.2299 Fax: 813-8tlJ,83T9 EmLllI: I:NGCONS 1 @GrE.NET " Groundwater " Environmental " GeoteChnical '" Construction Materiais Testing May 1 B, 2001 Project No.: APGT-01-037 TO: Mr. Richard Adelaon Q'ante Group. Inc. 2705 Sunset Point Road Clearwater, Fl 33759 SUBJECT: Geotechnical Investigation. Proposed Commercial Deve!opment, Belcller Road and Sunnydale Boulevard, Clearwater, Florida Dear Mr. Adelson: In accordance with your request and authorization of our proposal. Andreyev Engineering, Inc, has completed the geotechnicallnvestigatjon related to the design of the retention area for the above referenced commercial development project. This letter report summarizes the results of our field and laboratory work, and presents Our geotechnical engineering evaluations and general deSIgn recommendations related to the design of the proposed retention area &olect Description Based on the plans provided for our reVIew, we understand that the proposed project consists of the design and construction of a commercial building with associated parking and retention pond areas. Our study herein addressed geotechnical design recommendations for the proposed retention pond, ProJect ADDroach The objective of our geoteChnical investigation for the proposed project was to obtain informatior~ concerning the subsurface conditions within the proposed retention area, in order to make geotechnical engineering conclusion$ in each of the follOwing areas: 1. Soil stratigraphy at the boring location and the development of the appro)omate soil prOfile within the boring location. 2. General location and description of potentially deleterious materials which may interfere with construction progress. including buried or surficial existing fills, organics, construction debris, etc. 3. Identification of some critical design or construction details. Including present groundwater levels, estimated wet season levels. and seasonal fluctuations in the retention area. Tavares 3S2-1.42.9622 Fax:JS2-142'9623 SSf1'<>rd 4()7-330.7163 Fax 407-330.7165 Clermont 352-241.0508 fta.l( ~2.241-09 T7 Ocate -- 352.401.9522 Fax 352.401.9fi23 q i Q .~ [(0 . (I N ": \i ; ~\N! H~N i ~',:\: ~ A, ~;, ~ >' iil)\! F\I t ( .: Ii ~,\ 1 ;'1-:" _ ",.. \:~.il'; - Z: -0 ~ '/\'E~: j t~ ' 4 ':1 }J,E "IIT-':~\'l<"" 1'\1" '.\~! L. if E1~~~ i l\: E~~ IlJ:~ ,:'.. ':i'~:':;7-.! .' I l i~ '. _ _ _ ~. CtOlfC:hnIUllrW41ltlgltlcm !'rollO'''' COmmlr~111 o~rClj)m.nl C"'IW~t", Florida "..~. l Scope of WQIk In order 10 address the above objectives, our scope of work for this project included the fOllowing: 1. Reviewed available published information on the site, including the United States Department of Agriculture (USDA) Soil Conservation Service (SCS) soil survey data for Pinellas County and the United States Geological Survey (USGS) topographic maps. 2 Conducted a subsurface exploration program consisting of a single Quger boring in the proposed retention area to evaluate the shallow soils and groundwater conditions in this area. 3 Performed a constant head permeability test in order to determine the hydraulic conductivity of the shallow soils in the area of the proposed retention area. 4. Reviewed and visually classified the recovered soils in the laboratory using the Unified Soils Classification System. Developed the general soil stratigraphy at the boring location. 5. Prepared a geotechnical engineering report which summarizes the course of our study, the field and laboratory data generated, the subsurface conditions encountered, and our geotechnical engineering evaluations for the construction of the proposed retention pond. EXIsting Site_Conditions The site IS currently undeveloped an9 consists of prin;arHy of OQ.E1IJ..H.ra~sxa[E!~~... Ih~(@ VJtW'~ n9. u . Belcher Road. The USGS topographic survey was reviewed for the site The site is found on the Quadrangle map entitled "Safety Harbor, Fla' From thiS review, the natural ground surface elevation for the site is approximately +SO feet National Geodetic Vertical Datum of 1929. 'i - ~ :-1:: ; ";':;1 J '. E .".~'i: ,,:. :;; E \ ,~ '.' - , ;' '0' r- ~ ,'" ,-, r.. ~',j :',1 1 J"L t::. r, 1 h,tr F .~.:: ......,.. CI i C' . . ~'i ~I .:\ , .. l.1eot-.:hnlcft' 'n~"llg.tI,," PfOP04'" COn1me",r.1 D...lopment CI..1'Wawr, florid. I'll;' l 5ubaurfa~t Soil Conditions Based upon Ii review of the "Soil Survey of Pinellas County Area, Florida", published by the USDA SCS, Myakka fin€! sands are the dominant soil type for this site. ihe information provided in this survey is shown below: - I Depttl Unified USDA High Groundwater Table Risk of Corrosion Soil Name (Inches) Classification Depth ~~nth$ Uncoated Stee: CO!'lcret~ (In) MYOIkkOl 0-16 SP. SP.SM 0.10 Apparent '102 H;g:-. High ,.--.- --- I 16.25 SP-SM, SP _. - - - - t - 25 - 84 SP.SM. SP - - .- - - Field ExploraJ!on.f'rojltam A sing Ie hand auger boring (AB-1) was conducted to a depth of 10 feet in the center of the proposed retention pond area. The boring was approximately located in the field according to the site plan provided by the project civJl engineer. The approximate boring locations is indicated on Figure 1. The recovered soil samples were visually classified in the field, and representative samples were placed in jars and transported to our office for further review and confirmation of tr:e field classification. Q.lt...rt.er,-/Ized Soli, Strat/grJmhY The results of the subsurface exploration program are detailed in Table 1. Soil stratification was based on the review of recovered soil samples and interpretation of the field boring logs by a geotechnical engineer, The stratification lines represent the approximate boundaries between soil types; the actual transition may be gradual. The soil strata were visually classified using the Unified Soils Classification System. Minor variations in soil types not considered important to our engineering evaluations may have been abbreviated or omitted for clarity. In general, the boring encountered fine sands to sli9htly Silty fine sands to a depth of about 6 feet below the surface followed by clayey fine sands which continued to the borings termination depth of 10 feet A dark brown hard pan layer was encountered between the depths of 15 and 3.0 feet below the surface. Sh~lIow W~1er Table Conditlon~ The shallow groundwater was encountered at an approximate depth of 5.5 feet below the grouI1d surface in boring AB.1 The shallow groundwater level should be expected to vary during wet seasons and heavy rainfall events. '"" .to; ': - ~: - i~1 i O\"E I' ;: " ".._--,._~. ,'~'~'~L'",.~ 1- i. . E .":"~; : ::~ ~ ~ : ;'::"; F '~l :': ;.1:.:: ., :.':- . ." C~wc"nlnllnv"liomtlDn 1'1'01'$"'" Co",fIi',cl.1 OII\14lopm,m C~...,,'W(, Florida "'1/' ~ Seasonal fluctuations of groundwater levels can be anticipated in response to variations in rainfall. The level recorded during this investigation is estimated to be lower than the normal seasonal high levels. Based on review of the SCS soil survey, boring results, measured groundwater !evels. adjacent surface water features and antecedent rainfal" the normal seasonal high groundwater table over the proposed retention area is estimated to be at about 1.5 feet below the ground suriace. e.t.rm~ biillY- T estl ng As part of our investigation, we conducted an open borehole falling head permeability test in shallow piezometers installed in auger borings AB-1. The piezometer was installed by first drilling a hole to the desired depth using an auger with a 3-inch diameter. The piezometer was constructed of 2-inch dia. SCH 40 PVC pipe and010-inch slotted screen. The piezometer was surcharged for a period of 5 minutes prior to testing to saturate the surrounding soils, Then a constant head test was conducted which consisted of measuring the flow of water into the test hole in order to maintain a constant water level. This procedure was repeated several times to ensure consistent results The results were then calculated and ar. average permeability value was derived using the forn1ula given below (Designation E-19, Earth Manual, 1974)' K = In(h/~ h'[hlT u - ~(h/T ~),~J Hydraulic conductIvity (CFS/Ft. 2.Ft. Head) Diameter of test hole (Feet) Height of constant water level above tho bottom of test hole (feet) Difference between shallow groundwater level and constant Welter level (feet) Flow into test hole (CFS) K r 11 Tu = :::; = Q = Based on the results of our permeability testing, the horizontal permeability at the location of borir!g AS-1 was determined to be 7 feet per day. 4.3 Retention Pond Evaluation For the purposes of this investigation, the site soil characteristics were based on an evaluation ar:d aliafysis of data obtained during the field exploration and a laboratory testing program. A sing:e in-field permeability test was conducted at the location of boring A8-1. Some judgement In data reductio" was necessary because of the variable aquifer thickness and materials indicated by the auger boring. Dlie to the high groundwater conditIons, a dry retention pond wouid '1ot be appropriate. However, a wet retention pond could be designed. The normal seasonal high groundwater level, within the proposed retention pond areas, is estimated to occur at a depth of about 1.5 feet below the existing ground surface. We estimate the normal dry season ~roundwaler level to OCCur at about 5.0 feet below existing ground surface over the site. . . Y-2~-:~ll ~ED j( 5[: ~J ilIH,:;'''i~'' Pi,~ I !!~q'; l,j:. "". C" c,!"... hLL..,.'" ~ F,<{ ,_.,:~~,-: \~':-I:! ;:,.~.:, '..' , ..... ~.lWl",,~1l ~~o.,~t c...~. FIoftda p..." To simulate the field conditions as closely as possible, the average aquifer parameters, s~\own on the tab'e below. estimated from the field and laboratory program, should be used to design the retention ponds. 'tram"" AB-1 . Depth to Bottom Aquifer 10 feet Depth of Se8l$onal High Grcundw8lter 1.5 feel Depth of Seasonal Low Groundwater 5 feel Average Unsaturated Vertieel Hydraulic Conduetivity 3 feet/day Average Horizontal Hydraulic Conductivity 7 feeVday - Storage Coef'llcient 0.08 Since, at this time, we do not have the proposed design (i.e. bottom elevation and size), these parameters are provided for planning and preliminary design purposes. Clollng Andreyev Engln~ring has appreciated this opportunity to provide you with our engineering consulting services on thie project. If we may be of further service to you, 0( If you have any questions regarding the information contained herein. please do not he~itate to give us a call, NEERlNG,INC. ftt Attachments: Figure 1 01~13.0-0 , , '_'i' J:' r.. ;: r,' ;:.; '-.I ow'', r;','r;-: 1':; -,: ,~, , ~: 1 ,:, ,', - -.. . \,... " r r : :',j \; ". 'Y . . ~ TABlU Geotechnical Engineering Services Proposed Commercial Development Clearwater, Florida ~R BORING RESUL~ Unified Soil B9rimJ QtQ.thLftl C'~sslfl~ation Otscriptlon AB-1 0-1.5 SP-SM Gray Slightly Silty Fine Sand With Root Material 1.5.3,0 SP.SM Dark Brown Slightly Silty Fine .......:. Sand .'3.0 - 60 SP Light Tan Fine Sand 6,0 < 10.0 SC Gray Clayey Fine Sand . . Rutz Office Building Drainage Calc. 's Total Area = 0.66 acres Existing Data Existing C = 0.2 Existing CN = 73 (brush, D-Soil) Existing tc = 15 minutes ( min. ) / Proposed Data ./ / / / Total impervious = 0.468 ac / Proposed C: 0.468 x 1.0 = .~8 + 0.192 x 0.2 =~038 / / ----- Pond Paving Bldg. & walk = 0.070 ac = 0.247 ac = 0.151 ac Proposed C = 506 = 0.77 .66 0.660 .506 Proposed CN: + = 45.86 = 14.02 Proposed CN: 59.88 = 90.7 0.66 59.88 (min.) ~ ~y ^l/~0,<j I~ q Proposed tc = 49/-/:r:- - ..;--/7-0) . . Pond Data Elev. (ft) Area (acres) Volume ( ac-ft) 47.5 .006 0 48.5 .022 0.014 49.5 .038 0.044 50.5 .054 0.090 50.0'- = .067 ac-ft 51. 5 .070 0.152 SHW = Elev 50.0' First ~ = ~ x .66ac = .028 ac-ft 2 12 Orfice Elev. = 50.0 Ft Weir Elev. = SHWT + -L" = .067 ac-ft + .028 ac-ft = 0.095 ac-ft 2 Weir Elev. = 50.60 Ft 01- f ice Des ign H = Hi + H2 = .6+.3 = 0.45Ft 2 2 Q = .028 ac-ft x 43560 = 1220 = .0094 cfs 36 HRS x 60min x 60sec 129,600 HR min A= ~ = .0094 .5 .5 C(2GH) .6(2x32.2 x 0.45) .5 .5 D = (4A) = 4(.0029) = .061ft = 0.7 inches. @ Elev 50.0~ 3.1416 3.1416 = .0094 = .0029 SF 3.266 . . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, streamline Technologies, Inc. 25YR 24HR STORM ********** Input Report ******************************************************** --------Class: Node------------------------------------------------------------- Name: 1 Base Flow(cfs): 0 Init Stage(ft): 50 Group: BASE Length(ft): 0 Warn Stage(ft): 51.5 Comment: Stage(ft) Area(ac) 49.5 0.038 50.5 0.054 51.5 0.07 --------Class: Node------------------------------------------------------------- Name: 10 Base Flow(cfs): 0 Init Stage(ft): 46 Group: BASE Length(ft): 0 Warn Stage(ft): 50 Comment: Time(hrs) Stage(ft) o 46 14 50 24 46 --------Class: Basin------------------------------------------------------------ Basin: 1 Node: 1 Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLHOD Rainfall Amount(in): 9 Area(ac): 0.66 Curve II: 90.7 DCIA(%): 0 Peak Factor: 256 storm Duration(hrs): 24 Concentration Time{min): 15 Lag Time{hrs): 0 --------Class: Basin------------------------------------------------------------ Basin: 10 Node: 10 Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLHOD Rainfall Amount( in): 9 Area(ac): 10 Curve II: 90 DCIA(%): 0 Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 30 Lag Time(hrs): 0 . . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [2] Copyright 1995, Streamline Technologies, Inc. 25YR 24HR STORM ********** Input Report ******************************************************** --------Class: Basin------------------------------------------------------------ Basin: PRE Node: PRE Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLMOD Rainfall Amount( in): 9 Area(ac): 0.66 Curve t: 73 DCIA( %): 0 Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 15 Lag Time( hr s): 0 --------Class: Weir------------------------------------------------------------- Name: R-1 From Node: 1 Group: BASE To Node: 10 Count: 1 Type: Mavis Flow: Both Geometry: Rectangular Span(in): 24 Rise(in): 11 Invert(ft): 50.6 Control Elev(ft): 50.6 TABLE Bottom Clip(in): 0 Top Clip(in): 0 Weir Discharge Coef: 3.33 Orifice Discharge Coef: 0.5 . . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [3) Copyright 1995, Streamline Technologies, Inc. 25YR 24HR STORM ********** Input Report ******************************************************** --------Class: Simulation------------------------------------------------------- C:\ICPR2\SUNNY\SUNNY\SUNNY Execution: Both Header: 25 YR 24 HR STORM ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time{hrs): 0 Sim End Time{hrs): 30 Hin Calc Time{sec): 3 Hax Calc Time{sec): 5 To Hour: Plnc{min): 11 30 16 24 24 15 ---------GROUP SELECTIONS---------------------------------------------------- t BASE [05/16/01] Override Defaults: Yes Storm Dur{hrs): 24 Ra i n Amou ntO n): 9 Rainfall File: FLHOD To Hour: 36 Plnc{min): 5 . . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) Copyright 1995, Streamline Technologies, Inc. [1] 25 YR 24 HR STORH ********** Basin Summary - SUNNY *********************************************** -------------------------------------------------------------------------------- *** Basin Name: 1 10 PRE Group Name: BASE BASE BASE Node Name: 1 10 PRE Hydrograph Type: UH UH UH Unit Hydrograph: UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 Spec Time Inc (min): 2.00 4.00 2.00 Comp Time Inc (min): 2.00 4.00 2.00 Rainfall File: FLMOD FLMOD FLMOD Rainfall Amount (in): 9.00 9.00 9.00 Storm Duration (hr): 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE Tillie of Cone. (min): 15.00 30.00 15.00 Lag Time (hr): 0.00 0.00 0.00 Area (acres): 0.66 10.00 0.66 Vol of Unit Hyd (in): 1.00 1.00 1.00 Curve Number: 90.70 90.00 73.00 DCIA (%): 0.00 0.00 0.00 Time Max (hrs): 12.10 12.27 12.10 Flow Max (cfs): 2.91 31.22 2.24 Runoff Volume (in): 7.87 7.79 5.70 Runoff Volume (ef): 18864 282737 13665 . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) Copyright 1995, streamline Technologies, Inc. 25 YR 24 HR STORM . [1] ********** Link Maximum Conditions - SUNNY *************************************************************** (Time units - hours) Link Group Max Time Name Name Flow R-1 BASE 12.19 Max Flow (cfs) Max Delta Q (cfs) 2.66 Max Time u/s stage 0.01 12.19 Max US Stage Max Time (ft) D/S Stage 51.14 14.00 Max OS Stage (ft ) 50.00 . . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) (1] Copyright 1995, Streamline Technologies, Inc. 10YR 24HR STORM ********** Input Report ******************************************************** --------Class: Node------------------------------------------------------------- Name: 1 Base Flow( cfs): 0 Init Stage( ft): 50 Group: BASE Length( ft): 0 Warn Stage( ft): 51.5 Comment: Stage(ft) Area(ac) 49.5 0.038 50.5 0.054 51.5 0.07 --------Class: Node------------------------------------------------------------- Name: 10 Base Flow(cfs): 0 rnit Stage(ft): 46 Group: BASE Length(ft): 0 Warn Stage(ft): 50 Comment: Time(hrs) Stage(ft) o 46 14 50 24 46 --------Class: Basin------------------------------------------------------------ Basin: 1 Node: 1 Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLMOD Rainfall Amount( in): 7.5 Area( ac): 0.66 Curve #: 90.7 DCIA(~): 0 Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 15 Lag Time(hrs): 0 --------Class: Basin------------------------------------------------------------ Basin: 10 Node: 10 Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLMOD Rainfall Amount( in): 7.5 Area(ac): 10 Curve #: 90 DCIA(~): 0 Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 30 Lag Time(hrs): 0 . . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [2] Copyright 1995, Streamline Technologies, Inc. 10YR 24HR STORM ********** Input Report ******************************************************** --------Class: Basin------------------------------------------------------------ Basin: PRE Node: PRE Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLMOD Rainfall Amount(in): 7.5 Area(ac): 0.66 Curve #: 73 DCIA(%): 0 Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 15 Lag Time(hrs): 0 --------Class: Weir------------------------------------------------------------- Name: R-1 From Node: 1 Group: BASE To Node: 10 Count: 1 Type: Mavis Flow: Both Geometry: Rectangular Span(in): 24 Rise(in): 11 Invert(ft): 50.6 Control Elev(ft): 50.6 TABLE Bottom Clip(in): 0 Top Clip(in): 0 Weir Discharge Coef: 3.33 Orifice Discharge Coef: 0.5 . . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [3] Copyright 1995, Streamline Technologies, Inc. 10YR 24HR STORH ********** Input Report ******************************************************** --------Class: Simulation--------------------------------------------___________ C:\ICPR2\SUNNY\SUNNY\SUNNY Execution: Both Header: 10 YR 24 HR STORH ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time( hrs): 30 Hin Calc Time(sec): 3 Max Calc Time( sec): 5 To Hour: PInc(min): 11 30 16 24 24 15 ---------GROUP SELECTIONS--------------------------------------------________ t BASE [05/16/01] Override Defaults: Yes Storm Dur(hrs): 24 Rain Amount(in): 7.5 Rainfall File: FLHOD To Hour: 36 PInc(min): 5 . . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) Copyright 1995, Streamline Technologies, Inc. [1] 10 YR 24 HR STORM ********** Basin Summary - SUNNY *********************************************** -------------------------------------------------------------------------------- *** Basin Name: 1 10 PRE Group Name: BASE BASE BASE Node Name: 1 10 PRE Hydrograph Type: UH UH UH Unit Hydrograph: UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 Spec Time Ine (min): 2.00 4.00 2.00 Comp Time Inc (min): 2.00 4.00 2.00 Rai nfall File: FLHOD FLHOD FLHOD Rainfall Amount (in): 7.50 7.50 7.50 Storm Duration (hr): 24.00 24.00 24.00 Status: ONS ITE ONSITE ONSITE Time of Cone. (min): 15.00 30.00 15.00 Lag Time (hr): 0.00 0.00 0.00 Area (acres): 0.66 10.00 0.66 Vol of Unit Hyd (in): 1.00 1.00 1.00 Curve Number: 90.70 90.00 73.00 OCIA (%): 0.00 0.00 0.00 Time Max (hrs): 12.10 12.27 12.10 Flow Max (cfs): 2.39 25.53 1. 72 Runoff Volume (in): 6.39 6.31 4.37 Runoff Volume (ef): 15318 229115 10465 . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) Copyright 1995, Streamline Technologies, Inc. 10 YR 24 HR STORM . [1] ********** Link Maximum Conditions - SUNNY *************************************************************** (Time units - hours) Link Group Max Time Name Name Flow R-1 BASE 12.20 Max Flow (cfs) Max Delta Q (cfs) 2.17 Max Time U/S Stage 0.01 12.20 Max US Stage Max Time (ft) D/S Stage 51.07 14.00 Max OS Stage (ft) 50.00 26 Detailed Map . SEE MAP ON PAGE 21 \~V'~""'';!I. "~J~:t1' ',,~r.';,l~::s:.:ro;Ezr ~ e,;'~w~l.li ~ _n" T~R ~"'SHOPP' ~("i"~\l ~lio k'f~~I:;; Rt ~ J ." ."" :;! - -1lI, U FORE;~ IQ illlL..-" >I:: - ING -" r; ~ 8 ~ "'!- zrJ~ ;! lM . \( ~.(.. O( <It:, ""... . S'.~"HOAK !!"~ ::i'':iI'll.PI. tl-,-",~ CENTER...;t, % VI Q U 01( ~Q ~(~lWUlAl!Lt^"coli'lJ I ~! !!! '( >. U~. '!'h U ... ___" . ':i- , . iI' ' ~iagf3 ~lr~ ri~"~."< \ci 586 CEM ;:r~MictvHCI: 0 "6~A ~ ~ 0 18 ~ .: ~~ u 586"G~ t: :5 ~ C'C{lRL~ 'I- '" ._ '::~ ~ " ~8' lYJ.cT" r 17 ~ !ii:P~ ~w ' rN S 8...~ ~ .r~~GO ~ 1::. ~twEj}R; 1i ~'J:jQ~ H/SH ~~..~;.lN~3 ::: e'(6;y' <Op~~~~ C~ I! ~ ~\':'''' 1:~t; ~i ~ ,!t~ffi m ,,~ ~~ 1'",llGEl),!j~~~'l[':l.CT ~ itq;j1,-S!u~~E ~~ IPlES ~~ ~ ~ "'i .,.-:':.' SHOPPING ~~:A .... 9 % ~.\ 2IlU[1'[~ -, ........~l\ ~p 9 WAY..Jl.....~._~ mf c5 ~rMlKlING :.s",...!:' '" CT '" CT ~URLEW 1i CENTEfl .,~R~( &~~ ~ ~ ~~t1 ... ..""':~~ru:::~.~<: !: '(~JjEL.S&..Sr'" I'J4 ~ IX '" -c'r"';':;: ~~1:~13. I! W1t>l .R~~I~~ I WY E 1-", > J:~. ~... 0 ll!~c,.r.~ ........__. r !t' :IE 0 :'i.ANAROU'S C CRO is T "'''''-' J RD 7. .AV % ~lA '" Q '" ~ ::J z "t1'~i:oM~'~'t.y . I~~__ il H~;~ESH OEBENg. CON . J: 0 Ol Ol Iii ~~>'I ... ~., ~ !'1.:I!~P~'A'Rr:;:+ ~ t. O~\j'; ","'w "'~ ~ .......J'"Fltn. ~ A I-U 10 10 3:1'3: CrE~EI~d 1'. -X\ .,. ,~ ~ ~~z ~ >18X~P LN~. J ~~ ~: p ~ CD,... '" to ! VI v """.~ ~~""Il."'! t j) ..:i '" l:ilwIi\l HICKORY -s, 'VENT Il,... 10 ~ . ol....l~j ~I' f. I ~ '.o.Y GEN ~( 3 ~ ':.T~ DR '.!llA4 "'iJAl. ~ ,? ~ gg~~ CI~ .../;ill; "0 n: :.~ ~IE~ :j;E. ~ ~ J,J,; l ~". ' ,,<i-> BQ.,r:dLB"''' AV . IoaDI" il!1 IN .. KPC 'nD.-1'l < ,"" . o\>i1 ..NiHETTElN :<: .. ,..~.. ( ... tr:' > " S ERlff'S OEPT CEN. i'i" ~ ..." ..'.0 . '!-,.,. , t.~~t<. Gj':iENW" C f AiR' ~ ~!!! ; ~ ~E ... MANOR '" ~""'.8 NORTHS1DIf...~;; 5 ~~ L7", L. .. '" ,.'. 1<Ii... .~ ~""f~~~~.. ~. ST;. ~.::rREWi-~Qi/l,j;ji~G: ~ilw -~.. .:l RRISONR.D !!! G ~~~.' _ PLAZAto, FAWN CTo!l'Y; ~I!i ~''''ff "..tikP~~" "~t ~ j.,," "'l"~ jI!'I~~~Q ....,-' 0 "t!;!El'V'CE ~. ,-ac ,KC~!ii ~~~""B"RRY~~ ~ 'Et"" ";,.~;., Ii' !gf~\~.. .... HI ' ~Ig!j! Z SEN.t' ~R'7EXT "... ~1>RA EN' ~gi~~40ii ~ > I~j~ ~HOIlTti~1' :Q~ ~~"'jlltl'/lll!'~~":'" ~\~\:i, f~)~'''' ., ~~~ [T :n RD VIA DORADO RICO ACT. t;l:" 'i~12~' t' . ~AR, ,.)~... " ~~J ~b ~ oltl!P !!Itj 'lEMONCT TIMB - ~ I!!! ~ "".~~T ;1- ~t.: ,!!;l ~iJ3 ~ ,JP ~ Ii' ~ lEt' : z~ L ;4:5 of CHIN~fERRY L -Iii tau~ cr.~ 74" 8lYO or. 'fIE' O'llJJ T\ \ ~ ~{~~ ~~ ~L. g:"D -1-fRol~~5'" ;"~.<;'~4 .... C!i.T1~~: "'!! ~ 112m~ ~ ~r~<,~ _ ~r ~b i'~C!U8','a\~ ~1,: +.f< 10 =',,;..-.:.......1 ......ll8,L- ~'!/h2!:IE 6 ~ tf8~"LEX ~E~ ~lltt;~St;:tJ ~ '[:R~D P'8ZfE DR .~1. ,.t~~pUSf ~Y" ~;~ f'" ',< :..w:l\~ABJlll !y}.1.I..P.JlBe~ w < 24 ,- r~ 'W; i' 3"A'{I'lEWI In In 19 SEREM IPITY I' e, ~FrR_~ .tAlfS ."'", _ r ~~ Aflt.JA~~J.~ 5li~~R!D ~ et JREDWOODAV :!i ~ Wi r '1.,: ;."'" ~ t ~~G.. W ,J.~"o< ~ A .....*"touNtRYS!OE~'" [' ~ BO.llM~IU\I1. tQ.23 ~or::~ ."g~'l #!Jf?fCN'.. ~ ~ t; IA#' !,lke ~~~ go 1-6~.::JBLVO ~iPIll ~~N'OCH, w~ I~: ~O!~"RD-ti ,_ -T-i~ IriNG ~ ; ~ ~ ~ ~ ~ .. i1. ~.. l cg/ft'1lfJJDE-'l. I,' l;,,(;A!ITYST1E: J I- -J~~OlC1 BIlAP~t?~r l!i 90VN.TRYCL/JB~ ,r~. ~1~.~~:i~. b o. B AV~~ ~ ~ ,~,J~ ~cj . ~T~ ~~ ;~~ ~~,~~8_ ~rfIi1l!UBl~~,: ..~~.t~ I Z N> ST "ll!r~", !1 f' ~ ... "ug~~t;1O ~I' f.. 1(' ~~l!~JlIJt.p g ". "..".,).~"Itro 1 ilL.. ~ ~ ! 'NDIAHAST ~ ~.J... ' i~ ~ VI {H~ :Cl" rl).J!l.;!- 1il:f(\'I~ " e It'" ~ '.~6'tr:.~, :'"I;;!<... 0 0 II. n'x~s A v ~~ ' mI! _. - .ll. Q<. ~ OR I:ll. ..-<~ . "... ( G J'.:"~' ''''',. .r~~"\!'l :~ Pl.", :x: N R ~!,f \', .A"'~~~~1fs v~rg'j&[ ~c ~.. I T'O"~ ~ 4Y'~z.. I!.! ~l W IAlo.::!..ii '!) Sl . 10;, 2 'tf'''ESTA S IMAI 51 VI, ~ . i!' ~~ 0 'jj l~u(S1 i!!ll -~ I PLAZ:A tJN'fRY$1 ~ .."'_....?Gl:. i! c Z ST ffi ~ II: l: 1~ FIREST:A I 0 PMMVNfTY ~~ . ~l, fPH.ER .. ~ ~~ CA OfFICE ~ lI! p e f?1ll! I EVANS 25 ~ 0 1-- - EVANS RD W Iii "'ARK ~~'3 ~, m"f" . ';jl~' ~ · rJSf~...E CIR ~ DINNER \ ~ 25 El~ W ~ -r-k..V I ..~~MI~Ys / ' '00 Ji, ,. ..~ II !' T - ~ jll o~ jta~~ST!i~'" F:ATHER ~ ~ ' II! ffi~~ .al' SXB ~ . ~m./E" OR II> a:~~'1~K "l ff 0:: > '" ~ ~ ~ ~ w W N c l-i~:IE I ''''IJ .,;. . '" ... tz: ~e IN bllllI . Cu.3 ~ d~M~OII:l , ~o c % 0UIl' :: ::J [ ,,~ ~L '" :IE ::l..n ! , c; ," .~ 5 ~ R ~ rblll1l :J~~\ ~~ -} - ~ggVE .~ ':F ft. - _ _ t~ ~ _.~ ~ !i11ii ~ iil'" , 580C/ ~AWRCIU" ~ >~ ~ 11 ~ ~4 Ii. 1\0 28. .INDEPEND~ fE '" .lOUNfRYsioE"'~I"LAZA I u~; 2tl ,ft-: z ~. "I", SQIJ~ZE,; .,t-C~~~~~DRE 25 ~ ~ !i I ' . ~ . 30 COUNTRYS.Ol T9J<$, ~~~ o ~~N 2510 ENTER! E GR4NADA ~ g 0 ~ ..()t'l"- !iHie\(" . ~' cf' ~ IR .l.~l~ .{j II. fR "'I~ CJ "Y 'IJ SHOPPING 1m 8 ::: I '\,., ~(CEN COUNTRYSIDE .u.t~ .xi~- <( ~.... ~ CENTEP I' z: MALL t! < <ttJ" "" -l'.C.::'EA"~ .Iw ::Ii H I~ ..... ~I '---"1IIDIGO '< W "..~~ ~ \~..~tT "tl1 If1 Il.!>~ '- ,u CONCORD ANKZ'N WY :> I ANE .,. r:ONTflP$JOE CE"I: ~ IV, ~ I, 1/1 ~~. SlSTEWARTlOC:i!~AVENDRGIWVES ~ ~~:NGTON VIL EXECUT1Vf!tl . ";1, I . . . frg Cc ~ :!l Oil F/flE ~ S fl :HIllS ON Sf C!! ;8i--gtllU~1 Ilfs '" Ii. l'J DESOTO DR i{:A ~I ST ATHLEiJ~ cl'M~~'''5' /SOUTHPOIN '" TH..'< r:OU \R~~~~ ~~BEND.i ~YPI!ESS ,1: "', ; I..k IAtOOOEn I 'iii{;.!:f .0' WOOD-o; ~ i~.~ft:'!:!.":"O!llA.J;::"-.-( ~l~i 25:::h'i~~~~ ~~rACRES"~ \\ ~~~~i? 8~~:'~~R~:n. _~C <P~ ~H ..tQ~. G1~~.. 63. c1it~TRY':'~~tiJ~~1 ~rri'. DR 0 SC TOALE ~~ tll ,,~TT1:f: 1/1/((,. ~,\.~~ .. I.:'~<< "'", ~....B.Il-..~ PAR/(~ t. ,IZ....U 8 R RK c~~r!l..~' I "J' 'r V WEST "~ ~ ~ ,.;:"li ".."'l ------1 Ct: 1'/ES$ POINT S DR = "iA4~ ~ II: I !)Jj t; f~ e i ,- \,..'"' :1/1.~ fll ~ ~ t SHOP CEN ... II r ~( (Sl.' ~COTS ; --~ --,r.DEE BRIAR"NERI 1'. .,,,,.. I ~ ~~ TOP . r--, ,..--::su;; t 01 ~ 1 Om "" Iii ~~ cl:'M" 10 i ~ OF I ;t_&L I L___ tr:ii11t "" . -<l!...u !!; 'I. NlN - PI i~~ T 'i Z QWIAN Oil I ~.If, COUN' I .. ~ ~~~. ""~ i{ 0:: ~ ~", l- 0 I ... I- I lU 'I"'.f' , U 38 (,<" ~ j ~ Ci ~~'DIl Jr-r- -- VIr 12 H -,i- DA,1l ~ LTRI ES ST ... IN~G~ CY~RE SDR -~~_Y.:,,~~~~~~At~~e~~ THE ',I I ~H;Yi UOUA- 1 k ~....,__~,\, ;' s \:; iI c;: s~lf.Al(~~DR ~ OODO.~~'NT TAll . IA~wORLo.x~cyl!"! !kfPc1mvE 32..1, ,-7\'1 r'~~ ~EG'~ !:"''', ~i::'..c.. itSPR IE,~'NEHI!~l PIlI~Hl'~T >>!l.[~IY~.lW~~~~:''sh PINES Q ~~ llIGOLf COURsETOF!r r. /fo~rf!t Chaula~L~ J. ' t D i!' "~~ ~. 13 RIDG1J<:l'I.e. TO;~ I"" iJI;} DCT II: IlJJ,i~~ rJIO!!f.~.f.~~r: l! ~ E'ARK ~~~" ~",.k.!: ~p~ ;.(,;iHCT'" ':>.t/;<!f"'!1. c mr;,R l RA_,ll LITTLE ROO "OISH 1:T r Oil ,V"T~Q<.D . A .:r;-;;....~ ~ ~ EXIN __COUNT~Y.\ ia,"" ~ ~ ALLARD ~ "!ll@lY YRo". E s.L1Il..... 1{~k J~,\l.~!!t4fU:-~. HIL CREST ---t~, "'::"\'....e: I Q- ir".. !i!PERC\.:'W~ q.\"h;)ke:5~~~r11~- :ARANWY "~~TA ~~",:,7~U~I~WDR\NORl~~r:tg;R!tN:~ '.;' G "1 J ~ ~alg;~ T I l!I ~~ - ot;,r,:.~~4 s <5 I~~'"E WlI!.LD P '" "4j:~~~."'.Ll1J!.'!. f' 19 ~f ~ij( t Ji~f'l r I ..,'n,' ~r-.:::oR~"EA!;.'~" ~.ffiRUS BLV~ EOUA ~f;;,~WL.."'1 'OG.RC.N~. EI A; 0 l.ill c RU~Cltru, ERIC HI 'P1NEoj i.wl.a; -e'1? c.6ri7~ OR_~";~ cEtI1ERY1EW ~, ~A :,~;i ~iri~.A.fl.q.!.'.J!5 ~.:..:,,!i~\~..:.jo(~&~.. IT:~I.~PiAI~-riH"t R i~.E"Fi~~~;r:IR' i~k{: ,NORWEilttO In l~~~~~~5 ~ BT '..._ T ~ 1i IeHElSEI I~IQG. ECIRJ U\!C ~,Plt~h Z ~ [.i ~~~"TE~~ I CHARTER ~ \!:"7' """"I ,Ai ~T ~ .; B! CU BE1U-fUt i SORf~IO ~ tt O~~r DiRvD .. ~ ill' t. ~~~. 'l.u~j{ _ H-fT ::J ~ t"-,..e',"UATING~,!NlN .... _llfjA.'~L.~",.L!!',L ~I~ "Of Eo~tiAKS lAlCE ;;;? ... i:it:~~.l1l(It'R: ST"I lil ~Y:'1.~M.. ..QI1, r;~U~!;'!~_I>,o-" "..SJ.AB~!~HJ..!!R: ~G~~!~ ''1:\ I~ . .~. ..... N MONTC Il T I ~. L~-r . _ ROB'NWOOD' '..' RD v 11>" ~lGOHOUI;;tt:: 4~t;;..~"'*ct..oAK"'~"'.':'~I~t~.! .w ~o ig~~ ...~~__ ;~ l~t'~lND ';~~N~k;~;lih"~~ ~ff~t~T":::';~~R~NDO~~_:~tl~1~= ':; 18.!:~et,.:E 0'" l '~ :~ltlt'':~Aiii&SQ ~\ :.r-Ji-, 'R1Nf'N~.w..A&I;~.N~~gM S:tHRL~ r SETON~ l'g~S~. ~ 11..;~~1 '''''1:)01 ~l' ~ ~J' j;.L.i.T .SHOPCEN . 'POI 13f . ...$ ,;::;;::; . ,'~ n._ POINT !.~e. <if, "'i"~~ ~~~ ... l .. . _~ARROlI__;;.._ . I.~..G.H"L'~.. g~~..i.Q:!Q:...io: '25 1...>~9.:":..~. ~~'1..~!.' ~(llLOw..:~. ~.. -'. 1 \576, ~r-'I'.. "-lIl..6~!!;.~ il~41-JSUNSfT"OINT 19 r SC OUTH ~~/ 'It'D ft'f" ~ bill-' ,0 10 f' I I> ~T,tt_A.~~. ~I[)GE.... ill 0, I:.:-"~ :iRQV' 'Q j 0 ~ "AMES~ t; i' : ~ j;ll SHOP CEN .r ~ IvOODRING 0 )i .. N. 2 "',W'oPIJ.F.a.<~"Y:RRINCEPHIL"S ...-:tf-'SUNSET "=--.0;';;' "Ii! >f' " ~'Nlt;F ~ ~qmD"Z ~ ~6 !:""l'CT ~~~NT.l!..l'.I~I..;i..:~..rfi!.i...>i;1 ;g;ij.INfL.(.Y:.~J ~ I WOODS UNNYOAL'~_!lLVD.'i ';13 ~ i'~."', I .il'!if5~~~~~ SA lN5T',._ - ,",-1~H"I..!;.j%I:lEGREENLEA DRID I' PINELLAS SSNfOR OIl" ~ ~..Jf. ;:it..., 0 '" ~ lP ~~~~. "'iGHLAND2'ttl~"'~'I~FARLIi;LESTr!Tr- z I C~~MET5T RfT:AROFl. CITIZENS ANOR_! ~r-;;; ANDtIltrk l y.." I .. -!!i iW.ollN r"SQUARE.~-'l'e e.... 't.."._"...c._.. 01 r..--",. CALUMET S.'!........,.. I.~.~ Nif: ~t. E LQE~MANS h-- -' I d!"UJ I~" ~ 51: r~ ,-' '" ~I ~!N,,!OOD ~::J t<. .'t~"L11 ~&. _ 9 '''i ..;j<< .l' ~ PLAZA I c! 0 0 Ina ~ -rN--'JS"""', 0R' . I !c,R1 ... z" ..."" .---s: ac , 0 ~'" >90 <1" ~;..... SHOe. ~ or VI ~ '" .... IOSl~.oNT) I n",',~.l=...~.....-=;:-:"", w::i I::) dEAR- ~ ffi .J Zt; t _oF _' 0 p ~.. ~ J~~lmINWHO()~l"~~~-::.:.. ""*',:,"...=$~I!Q-"",__~~'lIfR-5:_"""-DG.tl\'~_ . >, _ '==~'~Z..",~~_I'\!~~"H'PrEN ~ ~~ ::J ~c ~ s.!.,. G H I J " ~ b. e ~ t c ~ E: ~ c , i: C I: c I: !; E I: E C I: C E g C !;I=a:: UAD ^u ... __ __ .. 253A "'I ~ '.11 2 .'11"1 5 cry ;;j o t "0 CD N g :5 ~ o ..: () o .... ::> S ~ C> ~ i 1.34/J61 1710 I : i ! , i -~ ... 271 A III 50 1,,0$ LJ~:~~ .-/ ~ I I .... 2538 \...::-.-~_.; v':::::::::::::-:::::::\;~ c:.-_:..: ~~_-~:~J II~ I ~ SUNSET POINT i ..l't% '$", .~1;,.'7'71~ "1,., 1a1!1'). J.,'I"OI111'1I1.1'''llIt20:~ llJ n IP.P~~- U~.'U2 i~'2~:~==n~~n~~uiu!~ ~ .2 2.2..2.1l. 22. 222,22.222...2..222222,: ! - - - - - - - - - - -- - -- - -" , r;~ ~ ih iliilU~i~~i~iiii i~-~~~li'UBni =nil i \ 't~ 10 , IS Sot, .$1'0" UI 11 6t....f1 'Zo 1 n JI) '1 19 !7 t; .n 71! ! '~/ It: I : W:' I I I , . ! r~TI-; lSWlSEtrlr-~Tn Glion ill ~~~-;:T::-i p.~~~_ ,{ i ~-.~ ! L.~.L~_j [;;:;..-.--) ..~.L~_) 'I'-;;~;:~'] 1 r;;;;;:';'I' Lt.~.J [-.;-;;;;:;---] L~.itl i i;-~,-;" i;~~:~~~~:::J ,..._,....., :::~0:j u t:;~:~: ['iTll C'-;;::~::J r7";--;-1 i , \i ~ i ~.J J~;~~-~ i ~ i ~ i L~-~-;;~ .-. -~ -ceiN!J.CL.7-'lIrn-----l i ~ i ~ i i j i \.'-:':-;::___.1 L.~~:':~'~'~:"~_J I c4 dCAltWlftlt--u.J 20-1!--~==:..:-=:!)/ r"-"j! [=~~~~~~l:~~:~~~~~~~:] [~::~~.~._~~::~::=:i [::~::~::~::~nn~:] r"""; I i RAINTREE vn.LAGE i i I: Ilr-~J [~]c;:~:: I ~ '.' PlIIEILAS '~~,....'.:::~.~.'.'.'.~...::~.. . J '" ':>.,~.,> /~~ GIlOVZlI .-';"\ " :.:..-' ~! ---i' /.~<p.> H5 3 \'11'" ". ~. ! ~ i ~)~~~t~~~;~~ . (2) tl;~ ..... .... ii I ! . ~ n~ . . I 91.\1) . , . 2 r--- I 9 \ <i> Q I ~ ~ I 2 I I I I I I I G ~ .,: . '. r',. , ~ I ~ I I I 1 I I PARK, ~ I I I ....,if.!)v-s- I , ~ It>......,~ I Ol~niliill II~ k 2 I I ~~ ~..,~... I@ u .... i . . U.P .s. CALUMET @ i I i I R ir 19 I I <l> CD .. 18 ~ 20 ClCNrW,t.TCIt I \ I , : , 10 '3/011 .;;02' ',' .... ~2 , " . . 43/01 , . . : . '.' .' . '3/03 · '''''-'''4-R ~'l m__c.'!:!~!_'!'_":-'~_":'::~"'_~______ .. - - --4 - - hOlll Vo,,, ~:~/:~ ...~'.. ,m" T 2718 C. R. I 1 I CLEARWATER : 1 1 ft I I 1'0 I B i ~ o ~ ieD i I I 17 I eo, \, 37 ,.., 575 I I I. I, i" a ji i ~ i VOl:. II'.O.W, Xlet-lI2'-l... ~ I HErLAT 2 I I I I I I I. l~ ,.b"'~<t ! I /~5 \: 24 ROAl) I I I 3 I IfDUST1IAL ,I i 1 ~ 51159-'727 i 71-91 3 VOl:. SO'...),.,. ~'lm2 CU,A,ll'WA1(lt STREET ill HUNTER BLOOD CEN TER 'I., .....,ei' 254A .. ..r ~ .... CITY OF CLEARWATER ....,- iiS< :>'M~ ~ AJll) 'l\ClIlI1'Y - 'F:::- I Q<. PllfElLAS COUllTY. rLORlDA 51 ~"...lt O'~ ,,\ I.. PREPAAEO BY 2. =- r]1 PUBLIC WORKS ADldlNISTRATION ~ ~ 100 S 14y1le E...~I,N~r:~~t~. rl JJ7sa C ~~~ ~ Ptl: (813)5(52-<1750, FOI: (8103)5215-4755 I ~ ~tlp //_wcleo,,,",ler-flcom!l:fl9111etJr/ W A L SET "", D',,".lm..., 1 1 3 r ~"?'I PublIc InformotlO(l dota 's turtllSnN by tfl. City of ClfoOfwol.r PUblic Works Mmlnlstrotlotl/Etlq1n..,.r....q. ond musl b. ocC'.pt&4 o....d used by Ihe recipient with lhe underslond"Q thot the doto GUNl"oUT( r<<lfl~ WCK" coll~c1~ (or I~e PUrpOR of developWlQ a qrop~lc ,. ~~::~r~~lu~~~~:ts~~K:r~s:~.orlh,~~i~. O~~I::;:'~fft:'W^/t accuracy. completeness. rellOblllty, 01 svltobU"y of this doto for ony oth<< pO/licuror use. Furthermore. Il'le City of Clearwater PWA!E OSQlmn no liability wltol:!lo~r ossodated with Il'Ie UU or mislse of SIC" dolo \ @ 1- ~ !\~~ ..u ~\~ 'v-'t ~~ I '-OQ_::;.... ~ "... ~ma-41~ ~ O.~.D. 11".0.... 51e1l-204' ,., 1 c: >- ,j- fij~,.!, lfli' ~"~ . 11 I~:;~ : ~ ~ m. ~ ~ 13. _.1., FEST nON (4) 1/48.- ~ dj.J ~ IIRP I I I I i j@ ! 0.". '4n-).4f O.lt ,UJe_l'" 12 U.P.A.R.C U...."M~ "... ".1'..... Mfw.t tJ,,..v.tH I ..J pn e '''' -os -.... 1~ I: fL/"i ~ I";" I." r)~; . \. ~~J- ~ t .... . m a ~ ".., . .8 . oil & ;M ~, . . <;;1 J4!OZ"..' . . . '. .~' t; .1 ...... . i~~lg" !~I ~ L!~ ~ ~ J ihOm";no: J f5 g ,,0'o34/3Z I :r: "~I"I /740 177' --------- (aOI -~- ,,,. N OJ (,.J ~~; 55 5S rT5# E ~ ; ~ 18 ~ ~"- 12...;' 20 (166 ~~ d~~"l 23 ~ r...:iL, ~~... ~ 28 I" r~- ~ n!'~ ~ ===-= 30 ~ 31 - 32 ~ -..:!... g rT 50 ~6~ os "~~oe 272A "" !WE; Thl!l Atlo!l ~e I. subjl!d to periodic ctoOf,,~e.. For Informotlon obout lotnt revisions please coli PWA!E at vi:!lil aUf Web sile. EB C~~~t tl~~I o I 100 I 200 I 400 , 600 .....J SCALE: l' = .00' LEGEND: @ BLOCK NUMBER 1234 LOT ADDRESS CITY LIMITS LINE ...,...,.., L......:..;:;J SHADED AREA - PROPERTY OUTSIDE CLEARWATER CITY LIMITS . AGREEMENT TO ANNEX . CITY OWNED PROPERTY MDR ZONING DESIGNATION - ZONE LINE ANNEX CRO IICZOt€ QlIIO [!] 47011 f2/OfIU tIJ '844 1/03/11I' rn 49t1 1/11/90 (!J s:m fO/'Z1/U 1D Acef 1/T"/1I ~ 4314 3/1t/81 Q) 41lt J/19/tl1 13> U44 0/17/17 ~ .1507 1/04/11I I> .91. ll/O7/90 0> 541. n/oe/13 <<> 'lo71S 12/01/9. . SIOlI 5/II/ts (J) 5921 12/07/95 o S950 1/111/M () '1124/17/97 I REVISED: 02/03/00 ZONING ATLAS SE 1/4 OF SECTION /2628 1 - 29 S - 1 5 E ITY. FLORJDA - SHEET NUMBER 11. ~ 1 R. 15 E. I R. 16 E. . (Joins sheet 8) 1m ;M~'~Yl /.,: @3 , . .' J\". 'f' I fi Po '~J,'~ I"Y~ :/. .I r: ~~~~ II{' 't t '1 l! . ~o:D\~ ,.~m' 6~.fll-. Fe",,';" <',~~\..(r! -c-' .:'..~ .~.. .' Y1i . "~" ,',.l~li .!;~:.;.i,:~~~{~~~) :; . '''''. "h .' cIlf. ~ ."'\\,. ~.~~~;:~;\~~.\ ; , .. .;~ '<~:~~;' Ma" My>? w liMY . t. . ," ,..i \i;N' . (". ' I I ' l.:. ~1~ Ii j -r: ~Hf" r-~ .; "". I:: . . ,< My i, ) I ";tjl) .' ..",. ...~" I '1 ,. , i }~ !t!I r.~'::~.;, '\ ~::,~;j ; ". _ ~ rftI~;;1 ~ . . .~':" ~~-., t. ~; ;':j-"~ -It ."~+~ "t( ]'. '.'.i,..,.,.,;.'~..j~5, 6'~"'eo iM..t '.I'~~..' ),<;! n..., i\'I.~ ....S.i<"~~"'J;>l)! . r-'--.c"~' '~!ll>.;:""";:........,j',. '~~. .~ ' I'" ~ i:S!!"i li-'" ~',' P"":.'SI:.' "_::"_~_:'_ I 1 ,,~. ..~\,~', .;- 1;";':' '.. ..... :"~ " cot'"J} "'~. ~"t~~~,~,. I B~ROwt;,'i., I "~2,f ' "~".. ";.' ~\ . PIT tt~~; I~,,:I Iii ~. h~ ;..'th;::.:' . ~\"";.'~~!' 12 "\ Ii. 'i~ , -';'_:'N,'~' ,f$'" Ad, P i Ma 1 a1 i , I' .~. !..~ ':'M~~'" , I" .MY'~'I.' . . .? I 1< [. ,. ... i;,: ~i..., 7. ~ ~ "\ '\< ~ ,~ r~~ ,,~ ll,:, " t ';~r. I A 1"~.~;i Or' I LI~, , ~ ,,~r ~~"-J~'! \j I' ~)'..;7"~' .". .','''''';: '!::V~' . ~~.' ',\', :~. ,'t ~,;.'" , I ',H, '.':' .'. If. \,~il....,...~ I. f", II :f! ,~'t't,L . $. .....' J.- ?@ !..:~':.~'rl<i'\""'\{ ..... ~;( !'~' .',,, ," .... '..r1'i~"~!~l;k.,.J1~~:.<.e"t,.:.,...ti: Ij )'~";"~~#'e':.'~ ~ ~,'i.' v' [',' '1:,' ~ ~fl'l:. f>:J.1 .' .~., uo;.:ir~)!.,.\, '., ,', "',.,' , :!'.<~d ~r ',\t{,J~~\\:.:,,~ I~~f "'. " <.i'~~:';'('~")i:.I'\IUi,.:,~.;.i;.'~'{.!;\.T:lr" 2f"tI.f;;,,>~, ,,\.,,1/" y..::"'::1,\i~. . I' ....;-",.;,"'.".~.d'~~:J,'Y: J"T.~S!.".i''. \;.., i", ,,~.,'--', !i \~:. ", ...':2 J;...~~.,i,<.(...~; t'g,:1i:i~11 ~tt ;,~'i 'ij", ~~"( .!). lJ~.~T ~J~YU!I' M~'~r( ~!ior/SC'.@)69~ . ,::=:. i~:;:t,}:tM:,4#:; <li.1 'BORR W", """,,--l ""\..."';/' '\'~I) I f' r~' ,. .. . '" '(ocJALt'U"" " 1'1'" "!!" ' ". '.f PIT" '/ ::/,;;1'\:;;-".:. ".~\ 1;'. , 1!1'7!t> . ~~;,,~'.l~lfl '~f:;~~~t~~';'[ .\ ~- Ma; Vb ;:"": ~ iJ I ~ \ r': . ~~'~Y , ?l"".~...t,.'.'.'.'.J!.."~..~; ~\~.J..:."~. nkf '. '~.' ", ; .. ~," '., -,,, <' "J '" 1., il!~ :;{!.'.'.J.'~'f'.~:.~~~+~\;'i ~. r~dh ~('.~'O..~ lb~ !~d f:i~~T,:'" ;1~. yt;.'\!\ ~+~.~U'..l:if.... ~" '~'l:, ti,:'11.~:,,:. ...:.. [1":4. Ch ~ ,'~':r; ~"2 " 1] ~ f' [fl" ,;,..' ,,;.,'1' "ii'\{ l' r;:-. t,t.(:~ ."As.d ';")' ,<f. [i \1 "!i ,I ; I" ~,. :il,") vi..! ',;....I .",. :,n.:; .;.' i1 ' Ib~ , .:, I '..3 ,~ ~ Ii";' ,\,l ~I YL ';1!V" 1;;: f"ic .~. :.:~"~' iv., t"~,~.t ;..,~.r~h! ;i".1'~'1'N~'; uF<& <Lt~ .' ,.' ;,n;~~h,~! ~ ~~~~ ~~. r.:.1..,~.,.fi~,....,:.~';' "".,,<::r J~I~,,:,:,.,;'i',_ j "", r-:...~.:'1 :",;ii~J ::0., 'f~ fir..; 'Y"$.,"';',,~"i ,;,:t .:<',,:, ~, .' ~'~.. yf~: 'i ~H~-F l:.; [~;,',., 1" ,: ~rn " . ~ i~i.~'~ '1' 1<1,\;1 ii, I; ...... I; ..'-t::J""J.;..~"r ,.::. f' ""'.'T. ;:;.: 't}" r. iff.'.' t~.' ~i iJ'.Ji~.,:1...~. :':~l:::;i ~,i" J ,'f ;~ "U "'.~' ,I -:' ,.,1 J. ,I.' H. 4~~j~ . ;; i'~" . :I{;i:'iit.':.u:.p ,;~r ;~1, U """. ,H ,', .- 'I.," ..rrD.rx~",h' ;,;I:u't," !..r.. 1 ,.. ~ .1 r~, ;:':~"1~ :' ,:/''',:',-';'l 1 f It,,',{ t I " i' -c: lie !, '55 t"l~.';. ;;. (Jams sheet 14) .r '~~\;.. ;~.i ; . ~II I: " , . I , AI: Q f\ 1 Cl , I'\'l~ , Pc C ~Po ~;,j' 1m ":~ :if; 'i'/o~ ., r:ff~:f "+A~ I.,T.~~ . ..l'i:l:il~ ~: :h:~, L';:, q. Ai; s ( , . I"~ WyO, ~,i s;'l'ffi):: .~ o .... .2! ::;: .. . "- c c C III # :1 My. .e- .~: ,~ c .~ :J.: Wl2te :.t. o Ma II , (: Pn ~.>~ c c c ~ \: .A ,~ .~ ~i ~I ~ c c C M ~ o o o .,. ;~jJ As ...~. ;",':;;.tt- CfP, o o o ~.~~ ~,>y ~,'.. ;~ - ......r. .~" r "r ~~{.... ((y.....:~ I't~ w 265 000 FEET II Q'anteGroup, Inc, 804 N. Belcher Road, Suite 100 Clearwater; Florida 33765 voice 727.443. J 061 fax 727.442.0609 M 0003231 CGC 031646 [1~1J[J~~ @[? lJ~~@~DLfLJ&[1 1 TO C''-Y -of e~fZw~e.~ DATE c.j,tt!//I I JOB NO. ATTENTION /21/,(1J G'V~N:; RE: lCl"tJ Z. fl. 15t; LL- ~ /5. rz-- WE ARE SENDING YOU > o Attached o Under separate cover via o Shop drawings o Copy of letter o Prints o Change order o Plans o o Samples the following items: o Specifications COPIES DATE NO. DESCRIPTION Z- i?/f:.,IINAGE CAL.eS 15 Cr Vt L VW6S C-I :i C - 2.-- THESE ARE TRANSMITTED as checked below: > o For approval J& For your use o As requested o Approved as submitted o Approved as noted o Returned for corrections o Resubmit o Submit o Return copies for approval copies for distribution corrected prints o For review and comment 0 o FOR BIDS DUE 19 o PRINTS RETURNED AFTER LOAN TO US REMARKS tzt=VI~ 61/ t;7e-A'INI S & 5 //$ iG~ r ~ RECY~D PAPER: '61;1 ConaInIB: 40% ~'10% Pom-coneumer SIGNED: /?!JC'1L~ COPY TO If enclo#lut'ell .,. not .. noted, IcIndly notify u. .t once. (I Q'anteGroup, Inc. 804 N. Belcher Road, Suite 100 Clearwater; Florida 33765 voice 727.443.1061 fax 727.442.0609 M 0003231 CGC 031646 ~~l?iJrn~ @~ 1J[;3&!Rl@~DlJ[f'&~ TO !"\ CITy CJf, C~Af6rL- I RE: DATE WE ARE SENDING YOU > 'id. Attached o Under separate cover via o Shop drawings o Copy of letter ~ Prints o Change order o Plans 0 Samples jiJ.. '17 f-"e { 1'-' A f.. 6 C-'A L [E> the following items: o Specifications COPIES DATE NO. DESCRIPTION 4- If. THESE ARE TRANSMITTED as checked below: > o For approval ~ For your use )a:' As requested o For review and comment o Approved as submitted o Approved as noted o Returned for corrections o Resubmit o Submit o Return copies for approval copies for distribution corrected prints o o FOR BIDS DUE 19 o PRINTS RETURNED AFTER LOAN TO US REMARKS ~ RECYCLED PAPER: '6(Y ConI8nlB: 40% ~.10% Poet.cor.um.r SIGNED: A. {JUe~- COPY TO If enclotlutwtl .,. not .. noted, IcJndly notify u. .t once. Rutz Office Building Drainage Calc. 's Total Area = 0.66 acres Existing Data Existing C = 0.2 Existing CN = 73 (brush, D-Soil) Existing tc = 15 minutes ( min. ) Proposed Data Pond = 0.094 a.c Paving = 0.223 ac Bldg. & walk = 0.151 ac -------- Total impervious = 0.468 ac Proposed C: 0.468 x 1.0 = .468 + 0.192 x 0.2 = .038 ------- ----- 0.660 .506 Proposed CN: 0.468 x 98 = 45.86 + 0.192 x 73 = 14.02 ----- ,------ 0.66 59.88 Proposed tc = 15 minutes (min.) _- ---1 -,.. . ....,', , ',1\ 1 '~, ('. ' 1 J \J N 1~) J ~. \ \ . ,"'" __.--.---=-' 1,-''"' 'J' -~, -':.--~- ij\....J --" ...- :--- Proposed C = 506 = 0.77 .66 Proposed CN: ~99 = 90.7 0.66 ~ 6-1 tf-o 1 Pond Data - Rutz Office Building Elev. (ft) 50.0 51. 0 51. 5 Area (acres) Volume ( ac-ft) 2519 3464 3936 o 2992 4842 SHW = Elev 49.0' First ~~ = _~ x .66ac = .028 ac-ft = 1198 c.f. 2 12 Weir Elev. = 1198 c.f. = 50.45 ft. Pond equiv. Length = 79 ft Pond equiv. Width = 49 ft Horizontal permeability rate = 7.0" ft/day Vertical permeability rate = 3.0' ft.day Water Table = 51.5 5.0' = 46.5 SHWT = 51.5 - 2.5' = 49.0 I/SSlttmd AIU. ~ 10.0 AL . I ****************************************************************** * BROOKSVILLE PERMITTING DEPARTMENT * * SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT * * Sam J. Sebaali, P.E. David Z. Sua, P.E. * * * * Date: 06-13-2001 Time: 09:15:57 * * * ****************************************************************** PONDS - Version 2.25 Copyright 1995 Written By Devo Seereeram, Ph.D. And Robert D. Casper Licensed Solely For Use By: Galen J. Hofmann Hydrograph Generation I. Job Information Job Name: Engineer: Date RUTZ OFFICE BUILDING-25 YR. 24 HR. STORM- PRE-DEVELOPED HOFMANN 6-13--01 II. Input Data Contributing Basin Area (Ac.) ... ....... ..... 0.66 Time of Concentration (Min.) ...............: 15.00 Directly Connected Impervious Area (%) .....= 0.00 Curve Number (CN) ..........................: 73.00 Rainfall Depth (In.) .......................= 9.00 Rainfall Duration (Hr.) ....................: 24.00 Rainfall Distribution: SCS Type II Florida-modified Unit Hydrograph Shape Factor. ..............: 256.00 I I I . Resu 1 ts Calculated Peak Discharge (cfs) '.'. '.'" .... Time To Peak Discharge (Hour) ..............: Calculated Total Runoff Volume (Inches) ....= 2.03 12.07 5.71 ****************************************************************** * BROOKSVILLE PERMITTING DEPARTMENT * * SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT * * Sam J. Sebaali, P.E. David Z. Sua, P.E, * * * * Date: 06-13-2001 Time: 09:17:23 * * * ****************************************************************** PONDS - Version 2.25 Copyright 1995 Written By Devo Seereeram, Ph.D. And Robert D, Casper Licensed Solely For Use By: Galen J, Hofmann Hydrograph Generation --------------------- I. Job Information Job Name: Engineer: Date RUTZ OFFICE BUILDING-25 YR. 24 HR. STORM- POST DEVELOPED HOFMANN 6-13-01 II. Input Data Contributing Basin Area (Ac.) .. ......,... .,. 0,66 Time of Concentration (Min.) ........,......: 15,00 Directly Connected Impervious Area (%) .....: 0,00 Curve Number (CN) ...........,..,...........: 90.70 Rainfall Depth (In.) ...,.,...,.............: 9.00 Rainfall Duration (Hr.) .",.,.".."."...... ,: 24,00 Rainfall Distribution: SCS Type II Florida-modified Unit Hydrograph Shape Factor" ..............: 256.00 I I I . Resu 1 ts Calculated Peak Discharge (cfs) ..., .,.",.... Time To Peak Discharge (Hour) ....... .....".: Calculated Total Runoff Volume (Inches) "...: 2.66 12.07 7.88 PONDS - Version 2.26 Copyright 1995 Written By Devo Seereeram, Ph.D., P.E. And Robert D. Casper Licensed Solely For Use By: Galen J. Hofmann Retention Pond Recovery Analysis - Inflow Hydrograph I. Job Information Job Name: Engineer: Date: RUTZ OFFICE BUILDING-25 YR 24 HR STORM- TREATMENT VOLUME HOFMANN 6-13-01 II. Input Data Equi valent Pond Length, [LJ (ft): Equivalent Pond Width, [wJ (ft): 79.00 49.00 Base Of Aqui fer Elevation, [8J (ft above datum): Water Table Elevation, [WT] (ft above datum): Horizontal Saturated Hydraulic Conductivity, [Kh] (ft/day) Fillable Porosity of Aquifer, [nJ (%): 46.50 49.00 7.00 20.00 Is there a ditch parallel to the pond length axis?: No Is there a ditch parallel to the pond width axis?: No Include unsaturated vertical infiltration?: Unsaturated vertical infiltration rate, (ft/day): Maximum area for unsaturated infiltration, (Sq ft): Yes 3.00 3936 Groundwater mound intersects pond bottom?: Yes PONDS - Ve,sion 2.26 Copy,ight 1995 W,itten By Devo See,ee,am, Ph.D., P.E. And Robe,t D. Caspe, Licensed Solely Fo, Use By: Galen J. Hofmann III. Input Data - Discha,ge St,uctu,es --------------------------------- Wei, (0, O,ifice) #1 is Active Discha,ge Elevation, [D] (ft above datum): Discha,ge Coefficient, [C]: Dimension, [WL] (ft 0, ft ~2): Exponent, [Wn]: Wei, (0, O,ifice) #2 is Inactive Wei, (0, O,ifice) #3 is Inactive IV. Input Data - Stage vs A,ea Data ------------------------------- Stage (ft datum) A,ea ( ft ~2 ) 50.000 51.000 51.500 2519.0 3464.0 3936.0 50.45 3.33 0.75 1.00 PONDS - Version 2.26 Copyright 1995 Written By Devo Seereeram, Ph.D., P.E. And Robert D. Casper Licensed Solely For Use By: Galen J. Hofmann V. Input Data - Inflow Hydrograph Time ( hr s ) Inflow Rate ( cfs ) Outside Recharge ( ft/day ) 0.0000 0.0017 199.66670 199.66670 0.00000 0.00000 PONDS - Version 2.26 Copyright 1995 Written By Devo Seereeram, Ph.D., P.E. And Robert D. Casper Licensed Solely For Use By: Galen J. Hofmann VI. Input Data - Simulation Time After Storm Event Time ( days) 0.0999 0.2499 0.4999 0.9999 1.4999 1.9999 2.4999 2.9999 3.4999 3.9999 PONDS - Version 2.26 Copyright 1995 Written By Devo Seereeram, Ph.D., P.E. And Robert D. Casper Licensed Solely For Use By: Galen J. Hofmann VIr. Results .- Summary Elapsed Inflow Stage Overflow Time Rate Elevation Infiltration Discharge Flow ( hr s ) ( cfs ) ( ft datum) Rate (cfs) Rate ( cf s ) Type ........---------.- ......",......" --....... ........_'" ---.. ......._~- ---._......_"'--~~-- ---........-.--........---- ---........--------- 0.00 199.66670 49.00 0.000000 0.000000 N.A. 0.00 199.66670 50.44 0.087475 0.000000 U/P 2.40 0.00000 50.12 0.070958 0.000000 U/P 6.00 0.00000 50.00 0.015340 0.000000 U/S 12.00 0.00000 49.94 0.000000 0.000000 S 24.00 0.00000 49.87 0.000000 0.000000 S 36.00 0.00000 49.82 0.000000 0.000000 S 48.00 0.00000 49.79 0.000000 0.000000 S 60.00 0.00000 49.75 0.000000 0.000000 S 72.00 0.00000 49.73 0.000000 0.000000 S 84.00 0.00000 49.70 0.000000 0.000000 S 96.00 0.00000 49.68 --....--.............. -.----- N.A. PONDS - Version 2.26 Copyright 1995 Written By Devo Seereeram, Ph.D.. P.E. And Robert D. Casper Licensed Solely For Use By: Galen J. Hofmann VIII. Summary - Cumulative Volumes. Peaks Rates. and Peak Stage Inflow Peak Inflow Rate. (cfs): Time. (h)"s): Cumulative Inflow Volume, (ft~3): Stage Peak Stage. (ft datum): Time. (fws): Overflow Discharge ------------------ Peak Discharge Rate, (cfs): Time, Chrs): Cumulative weir discharge volume. (ft~3): Infiltration Rate ----------------- Peak Infiltration Rate, (cfs): Time. (hrs): Cumulative Infiltration Volume. (ft~3): Water quality volume (cubic feet): Volume infiltrated after 36 hours (cubic feet): Volume infiltrated after 72 hours (cubic feet): 199.67 0.00 1198 50.44 0.00 0.00 0.00 o 0.0875 0.00 1198 1198 1198 1198 PONDS - Ve,sion 2.26 Copy,ight 1995 W,itten By Devo Seeleelam, Ph.D., P.E. And Robe,t D. Caspe, Licensed Solely Fo, Use By: Galen J. Hofmann Retention Pond Recove,y Analysis - Inflow Hyd,og,aph -----------------------------------.----------------- 1. Job Info,mation Job Name: Enginee,: Date: RUTZ OFFICE BUILDING-25 YR 24 HR STORM HOFMANN 6-13-.01 II. Input Data Equivalent Pond Length, [L] (ft): Equivalent Pond Width, [l~] (ft): Base Of Aqui fe, Elevation, [B] (ft above datum): lAlate, Table Elevation, [WT] (ft above datum): Ho,izontal Satu,ated Hyd,aulic Conductivity, [Kh] (ft/day) Fillable Po,osity of Aquife" [n] (%): Is the,e a ditch pa,allel to the pond length axis?: Is the,e a ditch palallel to the pond width axis?: Include unsatu,ated ve,tical infilt,ation?: Unsatu,ated ve,tical infilt,ation late, (ft/day): Maximum alea fo, unsatu,ated infilt,ation, (sq ft): G,oundwate, mound inte,sects pond bottom?: 79.00 49.00 46.50 49.00 7.00 20.00 No No Yes 3.00 3936 Yes PONDS - Version 2.26 Copyright 1995 Written By Devo Seereeram, Ph.D., P.E. And Robert D. Casper licensed Solely For Use By: Galen J. Hofmann III. Input Data - Discharge Structures --------------------------------- Weir (or Orifice) #1 is Active Discharge Elevation, [0] (ft above datum): Discharge Coefficient, [e]: Dimension, [WL] (ft or ft "2): Exponent, [WnJ: Weir (or Orifice) #2 i8 Inactive Weir (or Orifice) #3 is Inactive IV. Input Data - Stage V8 Area Data -------------------~----------- Stage (ft datum) Area ( ft "2 ) 50.000 51.000 51.500 2519.0 3464.0 3936.0 50.45 3.33 0.75 1.00 PONDS - Version 2.26 Copyright 1995 Written By Davo Seereeram, Ph.D., P.E. And Robert D. Casper Licensed Solely For Use By: Galen J. Hofmann v. Input Data - Inflow Hydrograph Time Inflow Rate Outside Recharge ( hrs ) ( cfs ) ( ft/day ) --------........--. ........---...............------- -- --............... _................'" _w....... _~ _............. _.... .......................,.,. 0.0000 0.00000 0.00000 0.5100 0.00000 0.00000 1.5300 0.00000 0.00000 2.5500 0.00641 0.00000 3.5700 0.02127 0.00000 4.5900 0.04127 0.00000 5.6100 0.06000 0.00000 6.6300 0.07516 0.00000 7.6500 0.09742 0.00000 8.6700 o . 12719 0.00000 9.6900 0.17190 0.00000 10.7100 0.28372 0.00000 11.7300 1.49066 0.00000 12.7500 1.26282 0.00000 13.7700 0.34946 0.00000 14.7900 0.21405 0.00000 15.8100 0.16977 0.00000 16.8300 0.14105 0.00000 17.8500 0.11542 0.00000 18.8700 0.10676 0.00000 19.8900 0.09788 0.00000 20.9100 0.08114 0.00000 21.9300 0.08000 0.00000 22.9500 0.08000 0.00000 23.9700 0.05765 0.00000 24.9900 0.00464 0.00000 25.5000 0.00464 0.00000 PONDS - Version 2.26 Copyright 1995 Written By Devo Seereeram, Ph.D., P.E. And Robert D. Casper Licensed Solely For Use By: Galen J. Hofmann VI. Input Data - Simulation Time After Storm Event Time ( days) 0.0999 0.2499 0.4999 0.9999 1.4999 1.9999 2.4999 2.9999 3.4999 3.9999 PONDS - Version 2.26 Copyright 1995 Written By Devo Seereeram, Ph.D., P.E. And Robert D. Casper VII. Results - Summary Elapsed Time ( hr s ) Inflow Rate (cfs) Licensed Solely For Use By: Galen J. Hofmann Stage Elevation (ft datum) Infiltration Rate (cfs) ----------- ------------ ---------- ------------ 0.00 0.51 1.53 2.55 3.57 4.59 5.61 6.63 7.65 8.67 9.69 10.71 11.73 12.75 13.77 14.79 15.81 16.83 17.85 18.87 19.89 20.91 21.93 22.95 23.97 24.99 25.50 27.90 31.50 37.50 49.50 61.50 73.50 0.00000 0.00000 0.00000 0.00641 0.02127 0.04127 0.06000 0.07516 0.09742 0.12719 0.17190 0.28372 1.49066 1.26282 0.34946 0.21405 0.16977 0.14105 0,,11542 0.10676 0.09788 0.08114 0.08000 0.08000 0.05765 0.00464 0.00464 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 49.00 49.00 49.00 49.01 49.08 49.23 49.46 49.78 50.00 50.09 50.26 50.47 50.71 50.92 50.81 50.62 50.55 50.52 50.50 50.49 50.49 50.48 50.48 50.48 50.48 50.46 50.46 50.44 50.41 50.:38 50.32 50.27 50.22 0.000000 0.000000 0.001602 0.008523 0.022555 0.040952 0.0591.07 0.076935 0.067670 0.036293 0.023388 0.024285 0.025724 0.021594 0.013462 0.009249 0.008590 0.008476 0.008327 0.008163 0.007957 0.007720 0.007541 0.007352 0.006989 0.006537 0.006368 0.005839 0.005247 0.004521 0.003627 0.003100 0.002704 Overflow Discharge Rate (cfs) 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.349988 0.910915 1.028201 0.661259 0.339260 0.208861 0.152130 0.121436 0.104198 0.091964 0.080928 0.074760 0.068955 0.049370 0.019668 0.010210 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 n u ---- _I Flow Type N.A. U U U U U U U U/P U/S S S S S S S S S S S S S S S S S S S S S S S s PONDS - Version 2.26 Copyright 1995 Written By Devo Seereeram, Ph.D., P.E. And Robert D. Casper Licensed Solely For Use By: Galen J. Hofmann VII. Results - Summary Elapsed Inflow Stage Overflow Time Rate Elevation Infiltration Discharge Flow ( hrs ) ( cfs ) ( ft datum) Rate ( cf s ) Rate (cfs) Type -~-......,------_........- --- -- -.. --~ ,-..........- -.. ...... ......,--........."..,..----~---- _.._----------,.,- ..-.--.................-----...........- 85.50 0.00000 50.18 0.002397 0.000000 S 97.50 0.00000 50.14 0.002156 0.000000 S 109.50 0.00000 50.11 0.001957 0.000000 S 121.50 0.00000 50.08 ...................................... ,-.................................. N.A. PONDS - Version 2.26 Copyright 1995 Written By Devo See~-eeram, Ph.D., P.E. And Robert D. Casper Licensed Solely For Use By: Galen J. Hofmann VIII. Summary - Cumulative Volumes, Peaks Rates, and Peak Stage Inflow Peak Inflow Rate, (cfs): Time, (hrs): 1.49 11.73 Cumulative Inflow Volume, (ft~3): 18858 Stage Peak Stage, (ft datum): Time, (tws): 50.92 12.75 Overflow Discharge Peak Discharge Rate, (cfs): Time, (h~-s): 1.03 12.75 Cumulative weir discharge volume, (ft~3): 15745 Infiltration Rate Peak Infiltration Rate, (cfs): Time, (hrs): 0.0769 6.63 Cumulative Infiltration Volume, (ft~3): 2911 f! t ~~ 26 Detailed Map SEE MAP ON PAGE 21 H J ~ ~ ~ ~ ~ f ~ ~ J; r: I: I: g I: c g g SEE MAP ON P4n" ~~ E ~ 253A ~ ~ 3 I"~ -- '" fS" ~ , ,... Z ,.. ~~. 5 iil ~ o ~ -0 a:i N CD 175 :5 f- 5 o <( u o f- ::) 5 z (3 m &;. I I ,."" I r34/J6! I : i , i I i ~ I I L.........! "" ~UOI I ""'~ .. 271 A so LIJOJ' ii I ... 2538 \...~ ..~..; \ I':::::~::~~::~:::::::-'L~ C_-_~:'~~_~:~j c. R. J'Ol 14 37 1100 IHI 578 ,..~.(~~ ../ SUNSET POlHT . f .. Z " 1M, "0 J ~ ".., ..." "'''1 I 10 I: , 't~ 4 ~~ ! I 10 ., 'I "i~h\ 101 I 'f t 2'01 '!I'i p~:: .~~~!I! e~" J:~ ~.,"Jl~~ : ~,.fi..,,'11=... ~.....f:~~'~;... .l~ Jl ~ ~ - 2 ~ ~ ~ ~ ~ :~ = : n _ ~ 22 : _2 ~ ~ ii ~ _~ d ~ ~ ~ ~ ~ ~ _2. ~ a ~ ~ : f;! ~~. nHn~~~B~iU ii H i i'nHn~ UI~l I l t lID , U Sol i'(S; I" '0 .4 '0 41 ~ ... fI i'" I;. I~ 1 ~ ~) ]1 U 11 t~ & n ", . '~' I I :" ~'tr I ___ Ir"'T~") Is,,""'....r....,-;..]...rllJ.'TW . ""'l1NSI!:1f... ~.__R_O_)_VE.___.;;" _,C"+-, 'i ~ 'l i' u.=J:;!1 ~ i l ,"'I\__c... ~ll~~----- ~ _, . : ~ i: ~ : i;;:~._."'..1 Ii J ~ ! r;;;'-~: ~ ;-;;;--;'1': ~ ~ i r,.::i:~~:i:J l..~.!Jj !, !.:~~::;:; :~;~~~....:j ,~~:,::::.: r~~j B i~~;;~~: !rr: L...~.~..j i-;T;"'! , if ~ I ~ i Jo;~o'~ i ~ : ~ i L~-~-;;~ "~ -~ -co-N1~.7 L:..rrr------l [~ 1 ~ i j j ~ --=, , ""';' l ~~;ifjif: / , 0:', .... ~ "/011 @ ~ . - i ....: ~'YllALE' - . . . '. i : f-"-. "" . '. .. I e'4l-,... . .: "If.'.. :.' I ~ ii ""..... ~ '..='...... ':ft. ...... 1 I :@ <D r"',e:. ,'. 1 .1 Ni's" 3i</Ol~~.1 . ~.' . 'H. .... ~ i...Ji( . n. "".:..' '. 8, . i . \, , ..' .." . . . .'. ...... ..' jl i 10;". .'./ ...... :. n . " '.' . B.. . .' '. . .'.; .' U.P.s. c: ~410z' I:.. . .~ ' "N: . . ll. '. .', . . .', @ " g J<Alf +~. ,. ~ ~u" ~ ! :~~:::.l~ , I g @ i C~LU;ET i i Il. C';;~ ~ ~ 19 ~ J..'.mn=:. I ~ I R ~ ~ "';J4/;~1 I r 20 -I ! I "" m, 1 . . . .n,. . ..' .... . '. ". . . I .:. . . L . 4.J!Ol i....... ~ l::~:~:~:='::~~~;~~~~~~~:~::~~~'~::~o~=:.::..: ! 2 e,l 1 , ! " ...., r'" .;;-: ;;---., "'-;;;;1 r-"";;'~'~;-';'--""l : ~ i ". A L S E~"'" ~I~ : i j "" ':("::~~~:_IJ L~ :~)~j :. i ~_. II Ti / .~, I, "':::~:-}!:'>":':O~~'~:: t~~ '~':";>' :~~, i:~~=~'.rj'''~V,,; ,,' ~~ ~ ' \~.~.'..) 0 '- r '" ~... ,//" /" . ... I' " ': ... : 0 ! ~ I '.'''' '--,' "Won.m t', . <,;: , , . >~~"" <':\~ON'D~.!..;; '''''..2 ; ~~~57 '. ..> i.L I... '~~~""I"'"'' ;;;;'- ;~'''''ll r""";;,,":",;; '1 ['iso;"; r- ;;~', ~';:O(J"--I ~ ..... .... ..... L. __ . ___.J !?01_j L-..... .. ..ml I! I I ...c. r- ,;...: I I I I ~ !,\<(I.<e.~~ ,,# r:/] 1 I I I 3 I ~\~'J>:V-'t ~! CLEARWATER: I~ IfDUST1IAL I ~-(J ~ I ~ ~ I . I; ~ ~ ~ I I ~ l...f;j'<l''::;''u S1 ~ ~ " .1 a.l~ ~ c ~ ,I ~ I ~ :i1 If... 5318-U!l S ~ I ~ I ! : I PARKI REPLAT I I 2 I 111 tr : '~.". i "J\: ~ i'<1~ I I ij=U ~I~B ~ I~ · :IOl L. ., ~..". '1 U i I I I I I I i ~ . " ! :; r-- I 9 1 J ~ @ il . . r aLom Voc-. 11'.0..... SOM.1I1-<... '....... o i 17 P<1~ If'' Ib la Ct.CJJt'WA1(Jt , . . ".: '" .... . " ....' .' . ...:...... . "/03 ." :- ..' z - - --: ~~~"4-R -J -I-___c:~~~~~:::~_~~~~~----- : ~2/011 12/01 fntJ ... 2718 /~s \1: 24 ~ ROAD 511"-1777 71-91 a.c.o. ".O.W: 57;8-204. 1110 O::>--.t ~~,.!, l+2~~'" . .i .........:.... VOC".IIO'.4J,45' "'''.eow. 41167-'41'2 C1..(NrWA,1(1t ':". :..'. " It '. . :. '.. .' :...: .~ @ ! STREET o ~ I IR'P HUNTER I 0.111. H".~' I 0.1t. 41Je-l;" ,,., BLOOD I '2 ~ CEN TER U.P.A.R.C I ~ U"\flM ea.",,,,.,rt'Wl I ~ C.P..4. Ant.o\. "~,.v.",,, I ......... :.., Vlf{ 'Vlq I ~ ~ 13 . rr.i:~: ~ F~T10N (4-) "480,"" 5 ~ ~ '.: "" -.. ""'... r--- 51REEL " <J) ! i uU I 254A .. .....~ .' .... W,kT .r;:.; IIU' --...... '_01 -~- "" I\J (]l G-I ~ 17~I~ ; 5S 55 o ::-- '8 ~ ~ 20 ITN ~~~""."'. 2' .: 22 cJ r-..-..!7'O 23 [2~~ r-~- ~ 2a - -'''J4 27 --- ~ ~ ~ ~ 31 r---- 32 l ----..:!.... ~ rT so _165fo4 .. ,,~~ 272A . crTY OF CLEARWATER AII1l V\C!IfI'l'Y PlllElUS COUIfTY, rLORIDA PREPARED 9', PUBUC llORKS ADldlNlSTRATJON ENCINEERING 100 os loI)of"ill! "~., Ckcrll'd!er. fl J:5758 p~! ;pf i~2w~~~~:~~i:~~~.(;~~:'~~t:':;5 ._-"-.. Di'tdo;mllr: PublIc fMotmollon d(Jla Is lurtll~nfod by the CIty of Cle-orwoltr PUblIc Works Admlrllstrotlol'l/E/'IglnUdl"lq. and must f>lI' occfpted end used by the recipient '/I'llh the unck-nlo(ld~ll~ tnat the doto (llcelwed woos: colll!cll!'d f~ !;'c purpa~ of de..-elap"'q 0 <;yoph1c irdrostruclUfl! ll'l...eolory. As such, the City of Cleqr'NQl tf' PWt\/t molt,. 1\0 wQ'"rotllle,. 'lIpre-,ud Of rmplll!d. cGltcernlnq t". accuracy. com~eletles', relfoblllty, or suitability of this dolo for 01'1)' other porlicvlor USI!. F'urHII~r(TIQ(e. Inc CIty or C1eorwa1e.' PWA!E assumes 1"10 liobillly whOlsol!wr os:soclale-d wi1h the un 0( misu~ of ~ch dalo. = rt'>ls Allo1l poqer Is lubjo:eI to ptr10die cr.onqe.. for l,.lfQtmClUon obout totll'sl revisions pIcou call PWA!E: 0( y;sit cur Web sill'. ri"i": 'rli'1 '[?I N EB 0 100 200 400 600 I 1 , I .....I SCALE: 1M = '00' LEGEND: @ BLOCK NUMBER 1234 LOT ADDRESS CITY LIMITS LINE ,..,--, SHADED AREA - PROPERTY 1;._.......1 OUTSIDE CLEARWATER CITY LIMITS . AGREEMENT TO ANNEX . CITY OWNED PROPERTY M D R ZONING DESIGNATION - ZONE LINE AHN(X Cfl'O <D .4Ollf 1/11/N i:> '}l'" 1;It/17 OJ "it J/19/~ (J) "'''4 Qjt7/17 ~ '407 1/I)oI/N I) .91. &/07/90 Q:l 541. "/oe/iJ a VI512/O!/U o SlOt Vll/'" ClIS92.ffUOl"M o 5950 1/11l/91 () 1112 '/11/97 fittON( MO [J 470" '7/01/M III 'SOU a/03/89 OJ f91e 1I/Z1/90 111 us, 10/21/~.J REVISED: 02/03/00 ZONING ATLAS . 2628 SE 1/4 OF SECTION 1 - 29 S - 1 5 E JTY" FLORI DA SHEET NUMBER 11 II I i ! 0 I I I ~ :>: ~I ~ l ; Rutz Office Building Drainage Calc. IS Total Area = 0.66 acres Existinq Data Existing C = 0.2 Existing CN = 73 (brush, D-Soil) Existing tc = 15 minutes ( min. ) Proposed Data Pond Paving Bldg. & walk = 0.094 ac = 0.223 ac = 0.151 ac Total impervious = 0.468 ac Proposed C: 0.468 x 1.0 = .468 + 0.192 x 0.2 = .038 ------- ----- 0.660 .506 Proposed CN: 0.468 x 98 = 45.86 + 0.192 x 73 = 14.02 ----- ------ 0.66 59.88 Proposed tc = 15 minutes (min.) r~\ I r}! j L-/ 1'\ ) I,ll, JUN [i I .Ju 8 n01 Proposed C = 506 = 0.77 .66 Proposed CN: 59.99 = 90.7 0.66 /~ 6-- t-tJ I ~ Pond Data Elev. (ft) Area (acres) Volume ( ac-ft) 44.0 .001 0 45.0 .005 0.003 46.0 .009 0.010 47.0 .012 0.021 EL 50.0\ = .117 ac-ft 48.0 .016 0.034 49.0 .041 0.063 50.0 .067 0.117 51. 0 .092 0.197 51. 5 .105 0.246 SHW = Elev 50.0' First ~ = ~ x .66ac = .028 ac-ft 2 12 Orfice Elev. = 50.0 Ft Weir Elev. = SHWT + _L" = .117 ac-ft + .028 ac-ft = 0.145 ac-ft 2 Weir Elev. = 50.35 Ft Orfice Design H = Hl + H2 = .35+.18 = 0.27Ft 2 2 Q = .028 ac-ft x 43560 = 1220 = .014 cfs 24 HRS x 60min x 60sec 86,400 HR min A= ~ = .014 .5 .5 C(2GH) .6(2x32.2 x 0.27) .5 .5 D = (4A) = 4( .0056) = .169ft = 2.0 inches. @ Elev 50.0' 3.1416 3.1416 = .014 2.50 = .0056 SF Ba.J //1 ' I () (JdlVrtJ()J)I c,~. ( O,'fc.( ) AssltmeJ ATe4 -:: 10.0 At.. . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, Streamline Technologies, Inc. 10YR 24HR STORM ********** Input Report ******************************************************** --------Class: Node------------------------------------------------------------- Name: 1 Base Flow(cfs): 0 Init Stage(ft): SO Group: BASE Length(ft): 0 Warn Stage(ft): 51.5 Comment: Stage(ft) Area(ac) 50 0.067 51 0.092 51.5 0.105 --------Class: Node------------------------------------------------------------- Name: 10 Base Flow(cfs): 0 rnit Stage(ft): 46 Group: BASE Length(ft): 0 Warn Stage(ft): 50 Comment: Time(hrs) Stage(ft) o 46 14 50 24 46 --------Class: Basin------------------------------------------------------------ Basi n: 1 Node: 1 Status: On Si te Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLMOD Rainfall Amount( in): 7.5 Area( ac): 0.66 Curve II: 90.7 DCIA(%): 0 Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 15 Lag Time{hrs): 0 --------Class: Basin------------------------------------------------------------ Basin: 10 Node: 10 Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLMOD Rainfall AlRount( in): 7.5 Area(ac): 10 Curve _: 90 DCIA(%): 0 Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 30 Lag Time(hrs): 0 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [2] Copyright 1995, Streamline Technologies, Inc. 10YR 24HR STORM ********** Input Report ******************************************************** --------Class: Basin------------------------------------------------------------ Basin: PRE Node: PRE Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLMOD Rainfall Amount( in): 7.5 Area(ac): 0.66 Curve #: 73 DCIA( %): 0 Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 15 Lag Time(hrs): 0 --------Class: Weir------------------------------------------------------------- Name: 1 From Node: 1 Group: BASE To Node: 10 Count: 1 Type: Mavis Flow: Both Geometry: Rectangular Span(i n): 24 Rise( in): 14 Invert(ft): 50.35 Control Elev(ft): 50.35 TABLE Bottom Clip(in): 0 Top Clip(in): 0 Weir Discharge Coef: 3.33 Orifice Discharge Coef: 0.5 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) (3) Copyright 1995, Streamline Technologies, Inc. 10YR 24HR STORM ********** Input Report ******************************************************** --------Class: Simulation------------------------------------------------------- C:\ICPR2\SUNNY\SUNNY\SUNNY Execution: Both Header: 10 YR 24 HR STORM ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Ma x De ita Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time( hrs): 0 Sim End Time(hrs): 30 Min Calc Time(sec): 3 Max Calc Time(sec): 5 To Hour: Plnc(min): 11 30 16 24 24 15 ---------GROUP SELECTIONS---------------------------------------------------- t BASE [06/05/01) Override Defaults: Yes Storm Dur(hrs): 24 Rain Amount( in): 7.5 Rainfall File: FLMOD To Hour: 36 Plnc( min): 5 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, Streamline Technologies, Inc. 10 YR 24 HR STORM ********** Basin Summary - SUNNY *********************************************** -------------------------------------------------------------------------------- H* Basin Name: 1 10 PRE Group Name: BASE BASE BASE Node Name: 1 10 PRE Hydrograph Type: UH UH UH Unit Hydrograph: UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 Spec Time lnc (min): 2.00 4.00 2.00 Comp Time lnc (min): 2.00 4.00 2.00 Rai nf all F He: FLMOD FLMOD FLMOD Rainfall Amount (in): 7.50 7.50 7.50 Storm Duration (hr): 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE Time of Conc. (min): 15.00 30.00 15.00 Lag Time (hr): 0.00 0.00 0.00 Area (acres): 0.66 10.00 0.66 Vol of Unit Hyd (in): 1.00 1.00 1.00 Curve Number: 90.70 90.00 73.00 DClA (%): 0.00 0.00 0.00 Time Max (hrs): 12.10 12.27 12.10 Flow Max (cfs): 2.39 25.53 1.72 Runoff Volume (in): 6.39 6.31 4.37 Runoff Volume (cf): 15318 229115 10465 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, Streamline Technologies, Inc. 10 YR 24 HR STORM ********** link Maximum Conditions - SUNNY *************************************************************** (Time units - hours) link Group Max Time Name Name Flow Max Flow (ds) Max Delta Q (ds) Max Time UIS Stage Max US Stage Max Time (ft) DIS Stage Max DS Stage (ft) BASE 12.25 ---------------------------------------------------------------------------------------------------------- 50.00 2.06 0.01 12.25 50.81 14.00 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, Streamline Technologies, Inc. 25YR 24HR STORM ********** Input Report ******************************************************** --------Class: Node------------------------------------------------------------- Name: 1 Base Flow(cfs): 0 Init Stage(ft): 50 Group: BASE Length( ft): 0 War n Stage( ft): 51.5 Comment: Stage(ft) Area(ac) 50 0 .067 51 0.092 51.5 0.105 --------Class: Node------------------------------------------------------------- Name: 10 Base Flow(cfs): 0 Init Stage(ft): 46 Group: BASE Length(ft): 0 Warn Stage(ft): 50 Comment: Time(hrs) Stage(ft) o 46 14 50 24 46 --------Class: Basin------------------------------------------------------------ Basin: 1 Node: 1 Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLMOD Rainfall Amount( in): 9 Area(ac): 0.66 Curve #: 90.7 DCIA(t): 0 Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 15 Lag Time(hrs): 0 --------Class: Basin------------------------------------------------------------ Basin: 10 Node: 10 Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLMOD Rainfall Amount(in): 9 Area(ac): 10 Curve #: 90 DCIA(t): 0 Peak Factor: 256 Storm Duration( hrs): 24 Concentration Time(min): 30 Lag Time(hrs): 0 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [2] Copyright 1995, Streamline Technologies, Inc. 25YR 24HR STORM ********** Input Report ******************************************************** --------Class: Basin------------------------------------------------------------ Basin: PRE Node: PRE Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH256 Rainfall File: FLHOD Rainfall Amount(in): 9 Area(ac): 0.66 Curve I: 73 DCIA(%): 0 Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 15 Lag Time(hrs): 0 --------Class: Weir------------------------------------------------------------- Nallle: 1 Fr om Node: 1 Gr oup: BASE To Node: 10 Count: 1 Type: Havis Flow: Both Geometry: Rectangular Span(in): 24 Rise(in): 14 Invert(ft): 50.35 Control Elev(ft): 50.35 TABLE Bottom Clip(in): 0 Top Clip(in): 0 Weir Discharge Coef: 3.33 Orifice Discharge Coef: 0.5 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [3] Copyright 1995, Streamline Technologies, Inc. 25YR 24HR STORM ********** Input Report ******************************************************** --------Class: Simulation------------------------------------------------------- C:\ICPR2\SUNNY\SUNNY\SUNNY Execution: Both Header: 25 YR 24 HR STORM ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01 Time Step optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time{ hrs): 0 Sim End Time{hrs): 30 Min Calc Time(sec): 3 Max Calc Time(sec): 5 To Hour: Plnc(min): 11 30 16 24 24 15 ---------GROUP SELECTIONS---------------------------------------------------- t BASE [06/05/01] Override Defaults: Yes Storm Dur( hrs): 24 Rain Amount(in): 9 Rainfall File: FLMOD To Hour: 36 Plnc(min): 5 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, Streamline Technologies, Inc. 25 YR 24 HR STORM ********** Basin Summary - SUNNY *********************************************** -------------------------------------------------------------------------------- *** Basin Name: 1 10 PRE Group Name: BASE BASE BASE Node Name: 1 10 PRE Hydrograph Type: UH UH lJH Unit Hydrograph: UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 Spec Time Inc (min): 2.00 4.00 2.00 Comp Time Inc (min): 2.00 4.00 2.00 Rainfall File: FLMOD FLMOD FLMOD Rainfall Amount (in): 9.00 9.00 9.00 Storm Duration (hr): 24.00 24.00 24.00 Status: ONSITE ONS ITE ONSITE Time of Cone. (min): 15.00 30.00 15.00 Lag Time (hr): 0.00 0.00 0.00 Area (acres): 0.66 10.00 0.66 Vol of Unit Hyd (in): 1.00 1.00 1.00 Curve Number: 90.70 90.00 73.00 DCIA (%): 0.00 0.00 0.00 Time Max (hrs): 12.10 12.27 12.10 Flow Max (cfs): 2.91 31. 22 2.24 Runoff Volume (in): 7.87 7.79 5.70 Runoff Volume (cf): 18864 282737 13665 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, Streamline Technologies, Inc. 25 YR 24 HR STORM ********** Link Maximum Conditions - SUNNY *************************************************************** (Time units - hours) Link Group Max Time Name Name Flow Max Flow (cfs) Max Delta Q (cfs) Max Time U/S Stage Max US Stage Max Time ( ft) D/S Stage Max DS Stage (ft ) BASE 12.24 ---------------------------------------------------------------------------------------------------------- 50.00 2.54 0.01 12.24 50.88 14 .00 -fA. Andreyev Engineering, Inc. Ot.OSMAH O"""I;f; 109 S"yvI(1w Blvd. liD OldsnlSf, FL 34611 B '3.814-2299 Fax: 813-81/j.83T,9 EtnlJlI'ENGCONS1@GTE.NET ". Groundwater ". Environmental .. Geotechnical .. Construction Matariais Testing May 16, 2001 Project No.: APGT.01-037 TO: Mr. Richard Adelaon Q'ante Group, Inc. 2705 Sunset Point Road Clearwater, FL 33759 SUBJECT: Geotechnical Investigation. Proposed Commercial Oeve!opment, Belcher Road and Sunnydale Boulevard, Clearwater, Florida Dear Mr. Adelson: In accordance with your request and authorization of our proposal, Andreyev Engineering, Inc. has completed the geotechnical Investigation related to the design of the retention area for the above referenced Commercial development project. This letter report summarizes the results of our field al1d laboratory work., and presents our geotechnical engineering evaluations and general design recommendations related to the design of the proposed retention area ~olect Oescriotion Based on the plans provided for our review, we understand that the proposed project consists of the design and construction of a commercial building with associatM parking and retention pond areas. Our study herein addressed geotechnical design recommendatiMs for the proposed retention pond. Prolect ADproach The objective of our geotecMical investigation for the proposed project was to obtain Information concerning the subsurface conditions within the proposed retention area, in order to make geotechnical engineering conclusions in each of the following areas: 1. Soil stratigraphy at the boring location and the development of the approxImate soil profile within the boring location 2, General location and description of potentially deleterious materials which may interfere with construction progress, including buried or surficial eXisting fills. organics, construction debris, etc, 3, Identification of some critical design or construction details, Including present groundwater levels, e$timated wet season levels. and seasonal fluctuations in the retention area, Tavares J52.742-!Jl.i22 Fax j$2-142-9623 Sanford Clermont 352.241.0508 Fax 362-241.09T1 ---ocm--- 407-330-7163 Fax 407-330. '1765 352.401.95U Fax 352.40 1.9!'2:1 ! '. j~ ~ C ::; ~;;! p - r (, ,.,.,! J :\N!'i3'3rjI~j~":; t.-~":,'~;~iJH'r.1 F:V ti~' ::: q~..\,\. 1(J-:?-.7.'~'..:'" ",'~..!. t - ~ : -l~i ~ ;;E i 1 ,4 1:1 uJ./I AND~EYEY E~Gi~EERIIJG r ,.. ~ t\ /. :: I: I~ ; 0 !,.lll... :::1 C:;.ow'hnl(Qllnvlll~g.tlon PI'OOOUd (;Om""r~lal OewlQom.nl CI..,.."..." Fforl<la Pall' 2 Scope of Work In order to address the above objectives, our scope of work for this project included the fOllowing; 1. Reviewed available published information on the site, including the United States Department of Agriculture (USDA) Soil Conservation Service (SCS) soil survey data for Pinellas County 81'ld the United Shiites Geological Survey (USGS) topographic maps. 2 Conducted a subsurface exploration program consisting of a single auger boring in the proposed retention area to evaluate the shallow soils and groundwater conditions in this area 3 Performed a constant head permeability test in order to determine the hydraulic conductivity of the shallow Soils in the area of the proposed retention area. 4. Reviewed and visually classified the recovered soils in the laboratory using the Unified Soils Classification System. Developed the general soil stratigraphy at the boring location. 5. Prepared a geotechnical engineering report which summarizes the course of our study, the field and laboratory data generated, the subsurface conditions encountered, ilnd our geotechnical engineering evaluations for the construction of the proposed retention pond. Exlatin9 Site_Conditions The site IS currently undeveloped an9 consists of prin:arilyof oR..~IJH.ra~sxa[E!~~... Ih~~@ ~~t~ 09.. . Belcher Road. The USGS topographic survey was reviewed for the site The site is found on the Quadrangle map entitled "Safety Harbor, Fla". From thiS reView, the natural ground surface elevation for the site is approximately +50 feet National Geodetic Vertical Datum of 1929 .'~i~";~-~:'.I~i~ '1;',,':;1', JI. ~~~1 '~l!'i~ i\HD::~YE\~ En:,~INEEf~IhG F lJ0. 21~ 818 ,I I l.1eoIKh..lcaf In~"tlgatlQ/'! Plopon4 Commercl.1 O"""'c>pmonl CI..rwater, florida 171194 S Subsurface Soil Conditions Based upon a review of the "Soil Survey of Pine lias County Area, Florida", published by the USDA SCS, Myakka fine sands are the dominant soil type for this site. The information provided in this survey is st10wn below: - 1 Depth Unlt1ed USDA High Groundwater Table Risk of Corrosion SOli Name (In~e$) Classification Depth Ki~ Months Uncoated Stee: concret~ (In) MY01kka 0.16 SP, SP.SM 0.10 Apparent , to 2 H;gh High ,.-.--- -. 16.25 SP-SM, SP -' ~ - - - .. 25 - 84 SP.SM. SP - - ,- - - - Field ExploratlonJ~L<uU~m A single hand auger boring (AB.1) was conducted to a depth of 10 feet in the center of the proposed retention pond ares. The boring was approximately located in the field according to the site plan provided by the project civil engineer. The approximate boring locations is indicated on Figure 1. The recovered soil samples were visually classified in the field, and representative samples were placed in jars and transported to our office for further review and confirmation of the field classification. Q,nendlzed Soli. Stratl~hY The results of the subsurface exploration program are detailed in Table 1. Soil stratification was based on the review of recovered soil samples and interpretation of the field boring logs by a geotechnical engineer. The stratification lines represent the approximate boundaries between soil types; the actual transition may be gradual. The soil strata were visually classified using the Unified Soils Classification System. Minor variations in soil types not considered important to our engineering evaluations may have been abbreviated or omitted for clarity. In general, the boring encountered fine sands to slightly silty fine sands to a depth of about 6 feet below the surface followed by clayey fine sands which continued to the borings termination depth of 10 feet A dark brown hard pan layer was encountered between the depths of 1.5 and 3.0 feet below the surface. Shallow ~.1er Table Conditlon~ The shallow groundwater was encountered at an approximate depth of 5.5 feet below the ground surrace in boring AB.1 The shallow groundwater level should be expected to vary during wet seasons and heavy rainfall events. .',.t';: _ _ '.' l. \ t L: j '. ~ ,.. - - - ,. -,. j';............ ' r ~ t.". ~ ~~r; -; ~ :- ]":". I.. ,.., '.' I j,".. '-" J\ ~ , , ',I ? A ~.: 1-.1 I,~I ~. j - :' j ':' ':: ":1 G.owGhnlctlln"HtigatlO" p,.opo..d COltlfl1.,cl.1 o."",lopm.nt C ,.........llIr, Florid. P'O' ~ Seasonal fluctuations of groundwater levels can be anticipated in response to variations in rainfall, Yhe level recorded during this investigation is estimated to be lower than the normal seasonal high levels. Based on review of the SCS soil sUl\ley, boring results. measured groundwater levels, adjacent surface water features and antecedent rainfall, the normal seasonal high groundwater table over the pmposed retention area is estimated to be at about 15 feet below the ground surface. etrm~biillY- Testing As part of our investigation, we conducted an open borehole falling head permeability test in shallow piezometers installed in auger borings AB-1 The piezometer was installed by first drilling a hole to the desired depth uSlI1g an auger with a 3-inch diameter, The piezometer was constructed of 2-inch dia SCH 40 PVC pipe and Q10-inch slotted screen. The piezometer was surcharged for a period of 5 minutes prior to testing to saturate the surrounding soils. Then a constant head test was conducted which consisted of measuring the flow of water into the test hole in order to maintain a constant water level. This procedure was repeated several times to ensure consistent results The results were then calculated and ar. average permeability value was derived using the formula given below (Designation E-19. Earth Manual, 1974) K = Ln(h/r)Q/2QI h2[hfT ij . 'h(h/T u),~l Hydl'aulic conductiVity (CFS/Ft. 20Ft. Head) Diameter of 1est hole (Feet) Height of constant water level above the bottom of test hole (feet) Difference between shallow groundwater level and constant water level ((eet) Flow into test hole (CFS) K r 11 Tu = ;:;; '" = Q = Based on the results of our permeability testing, the horizontal permeability at the locatIon of borir:g AB-1 was determined to be 7 feet per day. 4.3 Retention Pond Evaluation For the purposes of this investigation, the site soil characteristics were based on an evaluation and analysis of data obtained during the field exploration and a laboratory testing program. A singfe In-field permeability test was conducted at the location of boring A8-1. Some judgement In data reduction was necessary because of the variable aquifer thickness and materials indicated by the auger boring. Due to the tligh groundwater conditions, a dry retention pond would '1ot be appropriate. However, a wet retention pond could be designed, The normal seasonal high groundwater level, within the proposed retention pond areas, is estimated to occur at a depth of about 1.5 feet below the existing ground surface, We estimate the normal dry season ~roundwater level to OCCur at about 5.0 feet below existing ground surface over the site. y -2 : - (\ 1 'I'1"'f Jy t l} j C ~IC ."1:1 AIJD~EY~~ ENGINEERiNG fI.,x ~j j : "I" 1:1 0 t~ ~I ~.9 ~ GMlIoch.~Ino,.,.t'...." II ~~ DotY........ c........... FIoftda p""" , To simulate the field conditions as closely as possible, 1tle average aquifer parameters, shown on the table below, estimated from the field and laboratory program, should be used to design the retention ponds. P.ram..,. AB-1 . Depth to Bottom Aquifer 10 feet Oepth of Seasonal High Groundwater 1.5 feel Depth of Seasonal Low Groundwater 5 feet Allerage Unsaturated Vertical Hydraulic Conductivity 3f..VdaV Average Horizontal Hydraulic Conductivity 7 feet/day Storace Coefficient 0.08 Since, at this time, we do not have the proposed design (i.e. bottom elevation and size), these parameters are provided for planning and preliminary design purposes. Closing Andreyev Engineering has appreciated this opportunity to provide you with our engineering consulting services on this project. If we may be of further service to you, or If you ha'Ve any questions regarding the information contained herein, please do not huitate to give us II call. NEERlNG. INC. ilL Attachments: Figure 1 01~13.gIO -, i ,I. '." r "~ ,~; ~,.. r , .. '.1' :- . ~ - I,:. r~':' ~ :\ . . ~ TABLU Geotechnical Engineering Services Proposed Commercial Development Clearwater, Florida AUGER BORING RESUL~ Unified Soil B9ring Qtitth (fti C'asslf1'i.~tion Otscriptlon AB-1 0-1.5 SP.SM Gray Slightly Silty Fine Sand With Root Material 1.5-3,0 Sp.SM Dark Brown Slightly Silty Fine ".". Sand 3.0 - 50 SP Light Tan Fine Sand 60.10.0 SC Gray Clayey Fine Sand .... . . REQUEST: Flexible Development approval to reduce the north side setback from 15 feet to three feet, reduce the south side setback from 15 feet to five feet, reduce the minimum lot width from 200 feet to 103 feet and to permit general office use in the IRT District, as part of a Comprehensive Infill Redevelopment Project. ANALYSIS: The site is located on the west side of Belcher Road, approximately 150 feet south of Sunnydale Boulevard. The immediate area includes a bank to the north and an office development to the east, across Belcher Road. To the west, warehouses and other industrial buildings are clustered in the well-maintained Clearwater Industrial Park. There is a narrow, vacant parcel to the south that is heavily wooded with a drainage ditch. An office and warehouse building is located farther to the south. The subject site is undeveloped with a few small trees. The proposal includes the development of a 5,000 square-foot office building with the lease potential of five separate business units. The one-story building will include a brick and stucco exterior to match the materials of the adjoining bank to the north. The elevations are similar in design to the office development to the east including false dormers and pitched roof. The site design includes ingress/egress along Belcher Road and incorporates cross access with the bank property near the rear (west end) of the parcel. A formal reciprocal easement and maintenance agreement has been secured with the bank property to ensure perpetual cross access legally continues. A detention basin is planned to the rear of the site. The stormwater design needs to be revised to address drainage requirements, prior to building permit submittal. This includes revising the drainage calculations. The landscaping plan is in excess of Code and includes a large planting area along Belcher Road and hedging with accent plants along the site's perimeter. There are preliminary plans for the City to install sidewalks along the roadway and may include improvements of the drainage ditch. In recognition of these conditions and potential future improvement plans, the applicant has requested that a payment in lieu for the sidewalks be allowed if construction of the sidewalks in the right-of-way is not possible with the existing ditch. This will be determined as part of an application for a building permit. The narrow lot limits design alternatives given the parking standards, the need for a reasonable building size, and stormwater management requirements. The request is appropriate given the property is an existing vacant lot and the office use is less intensive than most other permitted uses in the IR T District. The building is in excess of 40 feet from the north property line and approximately eight feet from the south property line. The landscaped area along the north property line will be integrated with the bank property. Page 1 ... . . SUMMARY AND RECOMMENDATION: The application and supporting materials were reviewed by the Development Review Committee on May 10, 2001. The proposal is consistent with the flexible criteria for a Comprehensive Infill Redevelopment Project and general applicability criteria. The Planning Department recommends APPRO V AL of the Flexible Development application to reduce the north side setbacks from 15 feet to three feet, reduce the south side setback from 15 feet to five feet, reduce the minimum lot width from 200 feet to 103 feet and to permit general office use in the IRT District, as part of a Comprehensive Infill Redevelopment Project, subject to the following four conditions: 1. That stormwater management requirements be met to the satisfaction of Engineering Staff, prior to the issuance of a building permit and revised plans be submitted to Planning Staff; 2. That a five-foot sidewalk be provided in the right-of-way along Belcher or the sidewalk be installed on the subject property and the property owner grant an easement to the City; 3. That all signage meet Code; and 4. That the building be designed consistent with the elevation plans submitted to staff (dated April 20, 2001) or as modified by the Community Development Board. Page 2