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FLS2004-03018 (2) FLD2004-03018 669 Bay Esplanade LA RISA II ) ') , " ' '\ -, ;::, !f!l~.:o-~- ~~~~':J\LOF r/ft~-c. ,,\~_\ ~",';7J~~7>~ A"~",'" ~ ')Iv. I:;"~,'. I ~......-':. tj~~~\\ "f'fVII\ ~ '" :~. _- <;;it~ ..~~ === ~~ "'\P:~- tj ':..~~... - "N" ~~~~rJ7~I'~'Vt~..\ ~~~TE\4.'d.t ~1l1lP-'" ~ \~ CITY OF CLEARWATER loNG RANGE PlANNING DEVELOPMENT REvIEW 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 October 22, 2004 Mr KeIth Zayak KeIth Zayak & AssocIates, Inc 101 PhIlIppe Parkway Safety Harbor, Flonda 34695 filE ORIGINAL RE Development Order - Case FLD2004-03018 - 669 Bay Esplanade Dear Mr Zayak ThIS letter constItutes a Development Order pursuant to SectIon 4-206D 6 of the Commumty Development Code On October 19, 2004, the Commumty Development Board revIewed your FlexIble Development applIcatIon to penrut attached dwellmgs WIth (1) a reductlOn of the rmmmum lot area from 10,000 square feet to 6,479 square feet, (2) a reductlOn of rmmmum lot wIdth from 100 feet to 60 feet, (3) a reductIon of the front setback from 15 feet to 5 69 feet (to pavement), (4) a reductlOn of the sIde (south) setback from 10 feet to four feet to extenor stems, (5) a reductlOn of the sIde (north) setback from 10 feet to 672 feet (to budchng), (6) a reductIon of the rear setback from 20 feet to 10 feet (to wooden deck), and (7) a bUllchng heIght mcrease from 35 feet to 51 83 feet from FEMA to rmdpomt of the roof under the provlslOns of SectlOn 2- 803 B for the sIte at 669 Bay Esplanade Based on the applIcatIon and the Staff recommendatIon, the Commumty Development Board (CDB) APPROVED the applIcatlOn WIth the followmg condItIons CondItIons of Approval 1 That the fmal deSIgn and color of the bUlldmg be consIstent WIth the conceptual elevatlOns subrmtted to, or as modIfIed by, the CDB, 2 That boats moored at the eXlstmg and any future docks be for the exclUSIve use by the resIdents and/or guests of the condormmums, 3 That all slgnage meet Code and be archItecturally-mtegrated mto the deSIgn of the sIte and bUlldmg, 4 That there be no Jet skt or other lIke watercraft rental busmesses at thIS 10catlOn, 5 That the SWFWMD permIt or letter of exceptlOn be provIded to Planmng staff pnor to any bUlldmg penrut Issuance, 6 That a revIsed landscape plan be subrmtted to the satIsfactlOn of Plannmg staff, pnor to any bUlldmg permIt Issuance, 7 That a revIsed tree survey be subrmtted to the satIsfactIon of Planmng staff, pnor to any bUlldmg penrut Issuance, BRIAN] AUNG<;T, MAYOR,COMMI~<;IOt\fP BoYl HAMil I Of'< , VICF MAYOR.COM~th<;IONfR WrllTNI Y GRAy, CO\l\ll"~IOf'<1 R FIW\I-. HIllIlARD, COMMI"<;IONfR * BII I ]ON"Ol\, Co ,1\11'> ,IONI R "EQUAl EM PI OYMI NT AND NIIRMAl IVl AUION TeMPI mTR" -) ~) i)-- '" - "" -, October 22, 2004 KeIth Zayak, Page Two 8 That the fIfe serVIce pIpelme mstallatIOn be addressed to the satisfactIOn of Engmeenng staff, pnor to bUIldmg penrut Issuance, 9 That Open Space, RecreatIOn Land and RecreatIOn FaCIlIty Impact fees be satisfIed pnor to the Issuance of bUIldmg penruts or fmal plat, whIchever occurs fIrst, 10 That all FIre Department reqUIrements be addressed pnor to bUIldmg penrut Issuance, 11 That all proposed utIlIties (from the nghts-of-way to the proposed bUIldmgs) be placed underground and mstallatIon of condUIt(s) along the entIre length of the sIte's street frontages be completed pnor to the Issuance of the fIrst certIfIcate of occupancy, 12 That TraffIC Impact Fees be detenruned and paId pnor to CertIfIcate of Occupancy Issuance, 13 That the condommIUm plat be recorded WIth Pmellas County pnor to the fIrst CertIfIcate of Occupancy, and 14 That the applIcant mstall a SIx-foot bnck wall along the south property lme, conSIstent WIth the revIsed sIte plan, so as to redIrect pedestnan traffic onto the adjacent southern property Pursuant to SectIOn 4-407, an applIcatIOn for a bUIldmg penrut shall be made wIthm one year of FleXIble Development approval (by October 19, 2005) All reqUIred certIficates of occupancy shall be obtaIned wIthm one year of the date of Issuance of the bUIldmg penrut TIme frames do not change WIth succeSSIve owners The Commumty Development Coordmator may grant an extensIOn of time for a penod not to exceed one year and only wIthm the ongmal penod of valIchty The Commumty Development Board may approve one adchtIOnal extensIon of tIme after the Commumty Development Coordmator's extensIOn to ImtIate a bUIldmg penrut applIcation The Issuance of thIS Development Order does not relIeve you of the neceSSIty to obtaIn any bUIldmg penruts or pay any Impact fees that may be reqUIred In order to facIlItate the Issuance of any penrut or lIcense affected by thIS approval, please bnng a copy of thIS letter WIth you when applymg for any penruts or lIcenses that reqUIre thIS pnor development approval AddItIOnally, an appeal of a Level Two approval (FleXIble Development) may be ImtIated pursuant to Section 4-502 B by the applIcant or by any person granted party status wIthm 14 days of the date of the Commumty Development Board meetmg The fIlmg of an applIcatIOn/notice of appeal shall stay the effect of the deCISIon pendmg the fmal detenrunatIOn of the case The appeal penod for your case expIres on November 2, 2004 If you have any questIons, please do not heSItate to call MIchael H Reynolds, AICP, Planner m, at 727-562-4836 You can access zomng mformatIOn for parcels wIthm the CIty through our websIte www c1earwater-fl com ') ) L .I " , October 22, 2004 KeIth Zayak, Page Three Smcerely, ~~ CynthIa H Tarapam, AICP Plannmg DIrector S \Plannzng Departmenf\C D BlFLEJNnactlve or F,nished AppllcatlOns\Bay Esplanade 669 La Rlsa II (T) 10 19 04 CDB - ApprovecNJay Esplanade 669 Development Order October 22, 2004 doc FLS2003-030 13/ PL T2003-00002 FLD2003-08037 FLS2004-05034 FLD2004-12085 FLD2004-08059 FLD2004-03018 FLS2003-11055 FLS2004-05030 FLS2003-11058 FLS2003-08041 FLS2003-10053 FLD2002-11038/ PL T2002-11 002 FLS2004-04024 FLS2003-050 18 FLD2004-04026 BOX 1 Planning Department Plans 3.31.2008 2602 VEL VENTOS DRIVE VEL VENTOS WEST 3080 ALLEN AVENUE MOREAU, FREDERIC 1423 AMBASSADOR DR HOAGLAND JEANETTE 1650 ARCTURAS AVE CITY OF CLEARWATER 15 AVALON STREET AMBIANCE ON WHITE SANDS 669 BAY ESPLANADE LA RISA II 745 BA Y ESPLANADE ANDREW & LIL Y HUPP 744 BAY ESPLANADE MCCULLOUGH, CLYDE 995 BAY ESPLANADE CRESPO, LOUIS & VIRGINIA 1031 BAY ESPLANADE HAMPSEY, JAMES 123 BA YSIDE DRIVE MARVIN J & LINDA FELDMAN 674 Bayway Blvd The Moonng II 645 Bayway Blvd 717 BaYVlew Avenue 840 Bayway Blvd V Iewpomt Realty Our Lady of dIvme ProvIdence Almmar ResIdence & SUites f(l~O.:c-~_ ~ U~~\~\LOF Yilt ""''''Q. \~:.\ ~~I"'''''-.r~~~_ A~~'t" ~_,)r... t;' ~'l I (~~.......~ ~~~,\ I/~n\ ~':. tq~ - _Ill t, . - ~lj ...~';. -=-== ~~ "'10" : - - n..--'" ~~~.. - Il'f'..'~''';~\ ~~~~~~,j'Y.~~'" ~.r)1TE~1~,.tt ~JDl"-" . CITY OF CLEARWA loNG RANGE PlANNING DEVELOPMENT REviEW PIANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4741 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLI TELEPHONE (727) 562-4567 FAX (727) 562-4576 October 2'/ Mr KeIth Zayak KeIth Zayak & AssocIates, Inc 101 PhIlIppe Parkway Safety Harbor, Flonda 34695 FilE OR/G/,- RE Development Order - Case Fill2004-030 18 - 669 Bay Esplanade Dear Mr. Zayak: This letter constItutes a Development Order pursuant to SectIOn 4-206D 6 of the Corru Development Code On October 19, 2004, the Commumty Development Board reVIewel fleXIble Development applIcatIon to permIt attached dwellmgs WIth (1) a reductIon - nummum lot area from 10,000 square feet to 6,479 square feet, (2) a reductIOn of numml WIdth from 100 feet to 60 feet; (3) a reductIon of the front setback from 15 feet to 5.69 f, pavement); (4) a reductIOn of the SIde (south) setback from 10 feet to four feet to extenor __~___. (5) a reductIOn of the SIde (north) setback from 10 feet to 6.72 feet (to buddmg); (6) a red of the rear setback from 20 feet to 10 feet (to wooden deck); and (7) a buddmg heIght tn. from 35 feet to 51 83 feet from FEMA to nudpomt of the roof under the proVISIons of Sect 803 B for the SIte at 669 Bay Esplanade Based on the applIcatIon and the Staff recommendatIon, the Commumty Development (CDB) APPROVED the applIcatIOn WIth the followmg conwuons CondItIons of Approval 1 That the final deSIgn and color of the bUIldmg be conSIstent WIth the conceptual elev' subnutted to, or as modIfIed by, the CDB, 2 That boats moored at the eXIstmg and any future docks be for the exclUSIve use b reSIdents and/or guests of the condonumums, 3 That all sIgnage meet Code and be archItecturally-mtegrated mto the deSIgn of the SIt bUIldmg, 4 That there be no Jet skt or other lIke watercraft rental busmesses at thIS locatIOn, 5 That the SWFWMD permIt or letter of exceptIon be proVIded to Planmng staff pnor t. bUIldmg permIt Issuance, 6 That a reVIsed landscape plan be subnutted to the satIsfactIOn of Planmng staff, pnor tl bUIldmg pernut Issuance, 7 That a reVIsed tree survey be subnutted to the satIsfactIOn of Planmng staff, pnor tc bUIldmg pernut Issuance, BRIAN] AUNG'iT, MJ\YOR,COMMI~<;IONrp Horr HAMil ION, Vln MAYOR.COMMI"'iIONrR WHITNI Y GRA\, (0\1\11"'''101'01 /{ FHAJ\h HldIlARD, COMMI""ONrR * Blll jON"ON, CO,lw,',lm I R "[QUAI EMPI OYMrNT AND NIIRMAl IVl Au 10'1 I:'.MPI mTR" "J - ., \ ' CL WCoverSheet e .. e FLD2004-03018 669 BAY ESPLANADE Date Received: 03/24/2004 LA RlSA II ZONING DISTRlC LAND USE: RF \ 1 . ~LANNING 8. DEVELOPMENT . \ 1,1 SERVICES I " ' CIlYOF CLEARWATER 1,1' ATLAS PAGE: 258A PLANNER OF RECORD: MHR / ... :r"_.I, ",,,!! .. ' e e ORtG1NAl .. Keith Zayac & Associates, Inc. CIvil Englneenng, Landscape Architecture, Planning 701 S Enterpnse Road E , Ste 404 Safety Harbor, FL 34695 (727) 793-9888 Phone (727) 793-9855 Fax kerth@kelthzavac com August 24, 2004 Mr Michael Reynolds, AICP City of Clearwater 100 S Myrtle Avenue Clearwater, FL 33756 R~C~:~ n=~ ~I:'., , RE: FlD 200-<<l3018; 669 SAY ESPLANADE IPILANJ\h:.:' ,~- C~TY OF Clb::AkWAIf EIR Dear Mr Reynolds Enclosed please find 15 sets of revised plans and attachments including the following changes GENERAL 1 Attachments A, B & C have been revised to reflect the revised setback requests 2 Attached IS a copy of the SWFWMD No Permit ReqUired letter ARCHITECTURAL 1 The north and south ends of the parking garage have been enclosed with 1-hour masonry partltrons to meet the fire code requirements for walls within 10' of a property line Refer to Architectural sheet A-1 2 The entry to the elevator and trash room has been reconfigured to provide a more open vestibule The doors to the trash room now open to the west Instead of the south The access Sidewalk now IS located to the north end of the vestibule In lieu of from the south Refer to Architectural sheet A-1 3 The stairway at the south end of the roof terrace has been reconflgured to approach farther to the east Refer to Architectural sheet A-1 4 A stair at the north end of the roof terrace has been added from the fourth floor Refer to Architectural sheet A-1, and A-2 5 The south elevation has been adjusted to meet the fire code requirements for walls within 10' of a property line as follows The Windows to the fight of the south elevation have been eliminated, and the windows to the left have been reduced In order to limit the amount of openings In that wall to less than 10% Also, fire rated automatic shutters Will be prOVided on any openings In all walls Within 10' of the property line Refer to Architectural sheet A-2 6 The western end of the bUilding has been adjusted In order to step the front of the bUilding back as It goes up ThiS step up occurs at the fourth floor vestlbute terrace, at the roof terrace, and at the elevator overrun In addition, the first two ORIGINAL ", ). e ~RIGINAl ~ western I!>atlo terraces area deeper to provide more of a step back effect Refer to Architectural sheet A-2 7 The entry area at the west end of the bUilding IS accessible through three archways located on the north, south, and west end of the entrance vestibule as shown on the elevation sheet Refer to Architectural sheet A-2 CIVIL AND LANDSCAPE ARCHITECTURE 1 The wooden walkway along the south property hne has been deleted from the plans 2 The north and south side setbacks have been revised on the site plan to reflect the deletion of the walkway, and the "centenng" of the bUilding Within the parcel ThiS change IS shown by dimensions and Within note #6 and sheet 5 of 1 0 3 A direct Sidewalk has been added to the west Side of the bUilding from the trash storage room 4 Additional landscaping has been added to the south property hne In place of the walkway ~fEC[E~VfE[o AlIA 2 4 2UU4 PILAU\jN~~G ID!EP/\~TMENT crnr OF CLEARWATER J ......,..... ......r::.."'-- '"':....._/:.... _ < ....._...... ~ ~ .. ~....~:~ ,.-~~:' -~:,- e P''':09 DePortm.9 RIG I N A L 100 South Myrtle Avenue Clearwater Flonda 33756 Telephone 727-562-4567 Fax 727 562-4865 e .> - . , \ '-----' Clearwater ~ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLlCl\TION l~ ~ SUBMIT )2'tOPIES OF THE ORIGINAL APPLICATION including 1) collated 2) stapled and 3) folded sets of ~Ite plans ~ SUBMIT APPLICATION FEE $ lZ07- \~ * NOTE _.nOTAL SETS OF INFORMl\TION REQUIRED (APPLICATIONS PLUS SITE PLAN SEl S) FLEXIBLE DEVELOPMENT APPLICATION CASE # DATE RECEIVED RECEIVED BY (staff Initials) ATLAS PAGE # ZONING DISTRICT LAND USE CLASSIFICATION SURROUNDING USES OF ADJACENT PROPERTIES NORTH SOUTH WEST EAST (ReVised 11105/02) - PLEASE TYPE OR PRINT ~ A APPLICANT, PROPERTY OWNER AND AGENT INFORMATION (Code Section 4-202 A) APPLICANT NAME _Radcliffe Development, Company, LLC MAILING ADDRESS - 2424 Curlew Rd Clearwater FL 33683 PHONE NUMBER - 727-785-4070 FAX NUMBER - 727-784-0096 PRO PERl Y OWNER(S) _Virginia Franks_ (Must Include ALL owners) AGENT NAME _ Keith Zayac P E ,RLl\ Robert Flynt MAILING ADDRESS _101 Philippe Parkway Ste 205 Safety Harbor FL 34695 PHONE NUMBER - 727-793-9888 FAX NUMBER - 727 -793-9855 CELL NUMBER E-MAIL ADDRESS _kelthzayac@aol com B PROPOSED DEVELOPMENT INFORMATION (Code Sectton 4-202 A) STREET ADDRESS _669 Bay Esplanade LEGAL DESCRIPTION _See atlached survey Arr=~rEnl\ p~n ~bY6U ~ LU PARCEL NUMBER _05-29-15-54756-077-0080 PARCEL SIZE - o 15 acres AIJR 24 2UU4 (acres square feet) PROPOSED USE(S) AND SIZE(S) _ 4 condominium Units Pfl A~\%\m~qG O[rA~lM!IENT (number of dwelling Units hotel rooms or square footage of nonresidential t;,eJTV OF Clff:ARWATER ----- DESCRIPTION OF REQUEST(S) _see exhibit A fOI descnptlon of requests Ilnclude all requested code deViations e g reduction In required number of parking spaceb, speCific use, etc) Page 1 of 6 - FleXible Development Application - City of Clearwater I" e e \ , \, ,\ [DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHl S (TOR) A PREVIOUSLY APPROVED PLANNED UNIT , DEVELOPMENT OR A PRE:VI?USL Y AFPROVED (CERTIFIED) SITE PLAN? YES _ NO _x_ (If yes, attach a copy of the applicable documents) C PROOF OF OWNERSHIP (Code Section 4-202 A 5) i SUBMIT A COpy OF THE TITLE INSURANCE POLICY, DEED OR AFFIDAVIT ATIESTING TO THE OWNERSHIP OF THE PROPERTY 0 WRITTEN SUBMITTAL REQUIREMENTS (Code SectIOn 3-913 A) ~ Provide complete responses to the SIX (6) GENERAL APPLICABILITY CRITERIA - Explalr' ~ each cntena IS achieved, In detail 1 The proposed development of the land will be In harmony With the scale, bulk coverage, denSity and character of adjacent properties In WhiCh It IS located __See exhibit B for general applicability cntena responses to qUf'stlons 1=6 ? The proposed development Will not hinder or dl<;courage the appropriate development and use of adjacent land and buIldings or slgmfi<.antly Impair the value thereof - 3 The proposed development Will not adversely affect the health or safety or persons reSiding or working In the neighborhood of the proposed use - 4 The propo<;E'd development IS deSigned to mln'mlze traffic congestion 5 The proposed development is consistent With the community character of the immediate vlClmty of the parcel proposed for development 6 The deSign of the proposed development minimizes ddverse effects including Visual acoustic and olfdctory and hours of operation Impacts, on adjacent properties ---- '1 fCfi If;; A ~- r' - - l Addre'>5 the applicable fleXibility cntena for the speCific land use as listed In eac~ 0[11 tr b i"'~hl;~~ waiver IS requested ( e rarate sheets as necessary) -- Explain how cntena IS achieved In detail b \~ L_:a _ _ see E'xhlblt C for applicable fleXibility cntena responses J {, r------ - f ''1 if I 1 I f.\lliJ ,l ,,1 , } --- I I L..=/ b \"'A~ I , L - - '-LMi~1 II "'1.-1 Ct ~..."- \ CLUI IVIl- 'C I SERVICES Page 2 ot 6 - f-Iexlble Development Appli 6tlon Cltv oR~r&lfte~LEARWA TER '. e e I, ----' SUPPLEMENTAL SUBMITTAL REQUIREMENTS (Code Section 4-202 A) E "sfJ ~ ~ ~ SIGNED AND SEALED SURVEY (including legal descnptlOn of property) - One onglnal and 12 copIes, TREE SURVEY (Including eXisting trees on site and Within 25' of the adjacent site by speCies, Slze (DSH 4" or greater), and location, including dnp lines and Indicating trees to be removed) LOCATION MAP OF THE PROPERTY, t?AJ ~~~- PARKING DEMAND STUDY In conjunclion with a request to make deviations to the parking standards (Ie Reduce number of spaces) Pnor to the submittal of this application the methodology of such study shall be approved by the Communrty Development Coordinator and shall be In accordance With accepted traffic englnee!lng ~n~l~s The findings of the study Will be used In determining whether or not deviatIOns to the parking standards are approved t-~ it.. GRADING PLAN as applicable o PRELlMIN4.RY PLAT as reqUlled (Note BUilding permits will not be Issued until eVidence of recording a final plat IS proVided), o COPY OF RECORDED PLAT as applicdble. F SITE PLAN SUBMITTAL REQUIREMENTS (Code SectIOn 4-202 A) ~ SITE PLAN With the follOWing Infonnatlon (nol to exceed 24 X 36") All dimensions North arrow Englneenng bar scalE' (mlnrmum scale one Inch equals 50 feet), and dale prepared Location map, Index sheet referenCing IndiVidual sheets Included In package Footpnnt and size of all EXISTING bUildings and structures, Footpnnt dnd size of all PROPOSED bUildings and structures, All reqUired setbacks All eXisting and proposed pOints of access All reqUired Sight tnangles, Identification of enVIronmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including descnptlon and location of understory ground cover vegetation and Wildlife habitats, etc, Location of all public and pnvate easements, Location of all street nghts-of-way Within and adjacent to the Site, Location of eXlsling public and pnvate utilities including fire hydrants storm and sanitary seWer lines, manholes and lift statIOns, gas and water lines, All parking spaces, dnveways, loading area~ and vehicular use areas, Depiction by shading or crosshatching of all requrred parking lot mtenor landscaped areas, Localion of all solid waste containers recycling or trash handling areas and outSide mechanrcal equipment and all reqUired screening {per Section 3 201(Dhl) and Index #701} Location of all landscape matenal Location of all onslte and off site stann-water management faCilities LOUltlon of all outdoor lighling fixtures and Location of all eXisting and proposed Sidewalks ~ SITE DATA TABLE for eXisting reqUired, and proposed development In wntten/tabular form Land area In square feet and acres Number of EXISTING dwelling Untts Number of PROPOSED dwelling unrts Gross floor area devoted to each use Parking spaces total number presented 111 tabular form With the number of requrred spaces Total paved area including all paved parking spaces and dnveways expressed In square feet and percentage of the paved vehicular area Size and speCies of all landscape matenal, OffiCial records book and page numbers of all eXisting utility easement, BUilding and structure heights, _ Impermeable surface ratio (I S R) and ro: Floor area ratro (F A R ) for all nonresidential uses n (? A r;::=, n ',\ f! re 1 REDUCED SITHLAN <0 ,~. (8 Yo X 11) .od wloc mod,,,,,, 'P""~' l_ - ' I,~ ,;:; J ~ U; r~-: \. I FOR DEVELOPMENTS OVER ONE ACRE, prOVide the fOIlOWln11abdtr~formatlon on Site plan r i I -. I One-foot contours or spot elevations on site V 11 II i j I Off site elevations If requlrE'd to evaluate the proposed stormwat r management for the parcel, I I /-\U(j 1\ (/. 200'A I' All open space areas I L", I J #I 'f I.f , Location of all earth or water retaining walls and earth berms ,~ : L. Lot lines and bUilding lines (dimensioned) 'L-.-.. - - Streets and dnves (dimensioned) PLANNING & CEVELO --..J BUilding and structural setbacks (dimensioned) SERVICE PMENT Structural overhangs, . CITY r-'r S I Tree Inventory prepared by a certified arborrst' of all trees 8" DSH or greater reflecting s ",'n,hl'a~lMl\qfmPFh trees f o Page 3 of 6 - FleXible Development Application - City of ClealWater , , ". e e '- \ / ~-- STORMWATER PLAN SUBMITTAL REQUIREMENTS (City of Clearwater Design Criteria Manual and 4-202 A 21) t_ G ~ STORMWA TER PLAN including the following requirements EXisting topography extending 50 feet beyond all property lines, Proposed grading Including finished floor elevations of all structures All adjacent strE'ets and mUnicipal storm systems, Proposed stormwater detention/retention area Including top of bank toe of slope and outlet control structure Stormwater calculalions for attenualion and water quality Signature of Flonda registered Professional Engineer on all plans and calculations COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval IS reqUired Prior to Issuance of City Building Permit) If applicable o COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS If applicable ~ ~ ; I H LANDSCAPING PLAN SUBMITTAL REQUIREMENTS (Section 4-1102 A) o LANDSCAPE PLAN All eXisting and proposed structures, Names of abutting streets Drainage and retenlion areas including swales side slopes and bottom elevations Delinealion and dimenSions of all required penmeter landscape buffers Sight vIsibility tnangles Delineation and dimenSions of all parking areas Including landscaping Islands and curbing Proposed and reqUired parking spaces, EXisting trees on-Site and Immediately adjacent to the SitE', by speaes, size and localions, including dnpline, Location, Size, descnptlon speclficalions and quantllies of all eXlsling and proposed landscape matenals, including botanical and common names TYPical planling details for trees palms shrubs and ground cover plants Including instructions, sOil mixes, backfilling mulching and protective measures, Intenor landscaping areas hatched and/or shaded and labeled and Intenor landscape coverage expresslng'ln'oothr5qbare reelI al1l~ / " percentage covered, r= '\ - I '::-::J 4 -I "'\ Conditions of a prevIous development approval (e g condllions Imposed by the Com rvty Develo~enl Board) ~ ~ ---::-J' I, Irngatlon notes L..) ,J ---=- --I: i' ,\1 "Ij Ul I AUb 2 4 ~L'J4 ; I J J "" ~'i L-/ REDUCED LANDSCAPE PLAN to scale (8 Y, X 11) (color rendering If possible) IRRIGATION PLA.N (reqUIred for level two and three approval) o COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable PLANNING & [}r=vELOPMENT SERVICES vI T vr vLLr\ ,..1-\ I L' BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS (Section 4- 4 T~} ReqUired In the event the application Includes a development where deSign standards are In Issue (e g TOUrist and Downtown Dlstncts) or as part of a ComprehenSive Infill Redevelopment PrOject or a Residential Infill Project BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimenSions colors and materials, REDUCED BUILDING ELEVATIONS - four sides of bUilding with colors and matenals to scale (8 Y, X 11) (black and white and color rendenng If pOSSible) as reqUired J SIGNAGE (DIVISiOn 19 SIGNS I Section 3-1806) Wlu--- ~tAtJfM~ V~'7e=>1tB11 E ?~~n All EXISTING freestanding and attached signs ProVIde photographs and dimenSions (area, height etc), Indicate whether they will be removed or to remain o o All PROPOSED freestanding and attached signs ProVide details Including location, Size, height, colors matenals and draWing o Comprehensive Sign Program applicalion as applicable (separate application and fee reqUired) o Reduced slgnage proposal (8 Y, X 11) (color) If submitting Comprehensive Sign Program application Page 4 of 6 - FleXible Development Applicalton - City of Clearwater e e .. K TRAFFIC IMPACT STUDY (Section 4-801 C) \z lA;~'V , Include as required if proposed development will degrade the acceptable level of sel'V1ce for any roadway as adopted In the Comprehensive Plan Tnp generatIOn shall be'tlased on the most recent ecrtJon ollhe Insl1tute of Transportal1on Engineer's Tnp General Manual Refer to SectJon 4-801 C of the Communrty Development Code for exceptions to th,s requirement j L SIGNATURE I, the underSigned acknowledge that all representatJons made "1 thiS application are true and accurate to L'1e best of my knowledgo and authonze City representatives to V1Srt and Photograph the property descnbed In thiS applicatlon ~-C:~~ ~~ STATE OF FLORJDA, COUNTY OF PINELLAS Swo~and subscnbed before. {fie thiS -d..:f day of 1-\;\ . A D 20Qi,. to me and/or by . who IS personally known has produced F L. "?>rt t ,}{AT Li ~ c. as Identlficatlon F<f53 r-; '7 '- ~ (-/l q 0 'KoS-tt\:i L FI i r...,t, VIrginia Allen <, ,.. L 5882 '" F'>(jf'o EX~lres November 30, 2007 Bonoeo 'TOy Fll/1 I~ Inc. 1l:(..~7019 /tJJL rJ d~ :t::i 1 ~0b~~L ~ ~ ~ 3C'Pl U ~ ~ I OD~ /Y)'\-e (JA<</ lL 0 { 1- (f~ 1. ~ Ri--Oll-'-JJU'-L-L tZ ;:J~~ ~ W J --I~~ !) /)J f 1 ..J - I // ~ ~ I! ( C c:-.M.. O^-' (/ilA..f1Jt/!J.) V- ~ ~ 1C () 71~ ~~ ~~ fJ~c- MARILYN KUIPERS COMMISSION , oc()S9~98 EXPIftES SEf' 23 2005 &ONOeD Trlt?.J?i ADVANWf '<JJ.ZY ~ r?0r=:~\\(!~ r-. '0-- \ ISII ~" I I" ,\ ' lIb 0 L'-': L ~ -=- # r-- [0_'." \ \ I \ I I l; I - I PLM~: m,,j0 ;:, r:-'i'v ELOPMENT SERVICES CITY OF CLEARWATER I-\UlJ Z 4 (I "J4 I IJr \t!2 I s ::--....,1' 50'6 - Fer..e ~.-<:Iopment Application - Crty of Clearwater . , e e .. M AFFIDAVIT TO AUTHORIZE AGENT V \ 'f'=4 \ ~\A ~AJ.~ (Names of an property owners) That (I amlwe are) the owner(s) and record title holder(s) of tho followmg descnbed property (address or generallocal1on) tdPCf ~A" e.7'?M~~ 2 That this property constrtutes the property for which a request for a (descnbe request) -Se;::. ~Xt-\~l A fb~~C;.c.~\?no~ or ~U~\~ '" ~ ~E:.\rn ZA't"~J~e l~vA ~--r r=L--l~\ 3 That the underSigned (haslhave) appomtec and (does/do) appoint as (his/their) agent(s) to execute any petrtJons or othef documents necessary to affect such pel1tlon 4 That thiS affidaVit has been executed to Induce the Crty of Clearwater Flonda to conSider and act on the above descnbed property 5 That site VISitS to the property are necessary by Crty representatives In order to process thiS application and the owner authonzes Crty representaoves to VlSrt and photograph the property descnbed In th,s appllcaoon 6 / Th,! {Itw" fu' "o,,~,g",d ,""''''' "'''by rertd-; fu, fu' 'o"gomg " bu, ,od """ct g , V ~/~r----v rl?/ / ~~ Property Ow" . property~ner ST ATE OF FLORIDA, COUNTY OF PINELLAS ~c- -C-JJ<V ...~ j I rATF OF] ~ ,c~J ~ ~ te of FlOrida on thiS 31 .sr day of f"l S who haVIng been first duly swom he Sl~ /1/ J' d Vlo)f-d ~aryp~ My CommiSSion Expires efore me the undersigned an officer duly commISSIoned ;;<'00 If personally a;>peared eposes and says that he/she fully und~ .the co~tents 01_ ~r~ \C r ~ \,~,r ~ ~~, \ -.' \~ II _ \...... \..---""' 1\ \.-- \ \ _ ~~ c.:-- '___-II, \ \ l-- _----- \. \ i "'-- \ \ J \ \ \ \ p,uG 'I. A 'tc"a jc2 \\ \-,\ -- 1 ,IJ L---~ -\/tlOPMEN PLA~t-.\\N~:G\'\CL':> ER Ot=- CLE,\R.\NAl CrT'" ;loge 6 of 6 - Flexible Development Application - CIty of Clearwater e e \ EXHIBIT A DESCRIPTION OF REQUESTS · ReductIOn of mInImum lot area from 10,000 s f to 6,479 s f / · ReductIOn ofmImmum lot wIdth from 100 feet to 60 feet v · R~duce front setback from 15 feet to 5 69-feet mIillmun1 ./' . Reduce south side setback from 10 feet to 4 00 feet mIillmum v · Reduce north sIde setback from 10 feet to 6 72 feet mIillmum v · Reduce rear setback from 20 feet to 10 feet mInImum ~ · Increase bmldmg heIght from 35 feet to 51 83 feet from FEMA to roofmIdpomt D I' n r;-::' ""~,,,.. r==\~(P0~\\,1 " OH~~~--'- --- i ---- '1- - '" \ " \ [~\JG L A r:: ' ~ L.J \ __J - , --- Nl L-------'" ,~~ ")()!,ll- I" I Ir ~ r \ I PI.J>J'." ,II r: _ r ~ ~,r:\-'\ , 1ER ClL..-,>'r'oWA cq [' II I) r ~-~ liji"fJ I ~ ~l ~ (or: e e EXHIBIT B GENERAL APPLICABILITY CRITERIA RESPONSES 1 The proposed development of the land wzll be zn harmony wzth the scale, bulk, coverage, demzty and character of adJacent propertzes zn whzch zt zs located Rather than bemg m harmony wIth the character of the eXIstmg older multI-fmmly projects located adjacent to the sIte, the project wIll set a new standard for the neIghborhood, sImIlar to LaRJsa I The proposed project WIll however mamtam the character of Clearwater Beach wIth the proposed MedIterranean arclutectural theme and small-scale condommIUm development The project does not devIate from the permitted uses m the Tounst Zomng DIStrIct and represents a decrease m denSIty from the eXIstmg 8-umt apartment complex to 4 condomImum umts The character of the project IS an upscale condomImum development WIth upgraded arclutectural fimshes and textures 2 The proposed development wzll not hznder or dzscourage the approprzate development and use of adjacent land and buzldzngs or szgnificantly zmpazr the value thereof The proposed development IS conSIstent WIth the eXIstmg surroundmg and proposed land uses The project wIll be conSIstent With the re-development of LaRIsa I to the east, and set a posItIve example for the redevelopment of the adjacent propertIes to the north and south when appropnate The value of the abuttmg propertIes Will not be compromIsed, and Will lIkely be enhanced by the development of the project 3 The proposed development wzll not adversely affect the health or safety or persons reszdzng or workzng zn the nezghborhood of the proposed use ::Ile1reductlOn m denSIty from 8 eXIstmg apartment to 4 proposed condomImum urnt!> would decrease the vehIcular traffic along Bay Esplanade There are no I ....... proposed uses other than reSIdentIal that wIll have a detnmental effect on the z I LJ hTalth of persons resIdIng or workIng m the neIghborhood t TlfJ proposed development zs deszgned to mznzmzze traffic congestzon [ jThi proposed development IS deSIgned to reduce the vehIcular traffic through the C'j '---'I ~ ~~~I~~~~~o~::~t~n~~: :n~P::~;~I~~I~ ::~~~~~~~U;~kI~:~::a~~ITed parkmg z - ~ ~1e proposed development zs conszstent wzth the communzty character of the zmmedzate vzcznzty of the parcel proposedfor development The parcels Immediately to the north and south are currently multI-faImly developments The parcel to the east contams the approved LaRIsa I multI-famIly e e prOject Therefore the project IS conSIstent WIth the eXIstmg and proposed uses, current zorung uses, and the future land use plan 6 The deszgn of the proposed development mmzmzzes adverse effects, mcludmg vzsual, acoustzc and olfactory and hours of operatzon zmpacts The project mmImIZes the acoustIc and olfactory Impacts of the project by constructmg a 6- foot hIgh fence aloq.g the south property hne Landscape buffers, a parkmg garage and the fence along the south property hne mmImIze the VIsual Impacts The project only contams 4 reSIdentIal uruts, wlnch wIll not mclude any busmesses . , e e EXHIBIT C ATTACHED DWELLINGS FLEXIBILITY CRITERIA 1 Lot area and width The reductiOn m lot area Will not result m a bmldmg which IS out of scale with eXlstmg bmldmgs m the unmediate vlclmty of the parcel proposed for development The proposed project IS a four-story condommmm project conslstmg of only one umt per floor The bmldmg footprInt fits Within the eXlstmg 6,479 SF lot and still provIdes the reqUired open space and parkmg spaces The project IS actually a reductiOn m denSIty from the eXlstmg 8-umt apartment bmldmg to a 4-umt condommmID project, thereby reducmg the scale of the development on the SIte 2 LocatiOn The use of the parcel proposed for development Will not mvolve duect access to an artenal street The one drIveway access Will connect to Bay Esplanade whIch IS a local road The project IS also a reductiOn m umt denSIty and vehicular tnps 3 Setbacks a The reductIOn In front setback contrIbutes to a more actIve and dynamIC street life The eXlstmg neIghborhood, which IS III the tOurISt dlstnct, IS more reSIdential m nature Without an active and dynarmc street hfe The project IS deSIgned to mamtam the eXIstmg flavor and senne hfestyle of the surroundmg developments b The reductIOn In front setback results In an Improved SIte plan or Improved deSIgn and appearance The reductiOn m the front setback IS for pavement only The proposed bmldmg meets the front setback requuements The pavement encroachment provides an access drIve and SIdewalk to the parkmg garage and pedestrIan access 'cQ1_ ~ cr f\iLIlI 1~ ~ \ ' ~"T 0 ~ L_.-l - ~ll)~rr-> I - -'-' LJJ - ~L ~Jti~ c {O~~ Il~ The reductIon In SIde and rear setback does not prevent access to the rear of any bUlldIng by emergency vehIcles The rear of the bmldmg WIll be readily acceSSIble through the first floor parkmg garage d The reductIOn In SIde and rear setback results In an Improved SIte plan, more effiCIent parlang or Improved deSIgn and appearance The proposed SIde setback reductiOn allows for a 24-foot WIde drIveway and 19 foot deep parkmg stalls wIthm the parkmg garage The project actually mcreases the setbacks from the current apartment development and reduces the umt denSIty The effects of the reductiOns WIll be e e \' rnmlrnlzed by the constructIOn of a 6-foot lugh fence along the south property hne and 6 72- foot Wide landscape buffer along the north property lme 4 The desIgn of all buzldzngs complzes wIth the Tourzst DIStrIct desIgn guIdelznes zn DIvIsIon 5 of A rtlcle 3 The elevatIOns of the proposed bUlldmg are enclosed m tlus package shoWing all four sides of the bUlldmg architecture The colors of the bUlldmg are also represented m the reduced color bUlldmg elevatIOns Q~~ ~)lJJ r--- E \ ' ~:::J l--....l \ ~-::::::J <! \\ ~Vj ~ \ g ~ \ ~ -- - . @;~ " ",,. vl V"'f Ul :::lIF '< " 1 "' t t l? Uevelopment. '727-e-0086 ~1/' \ ~ ~< ,~)l/P' 2 (e-erV( (G N F. [)f 3Lm, QEFX (f 0::00 ~ rHUlAS CO.11Y, FUJ:I~ " N'..I!:"\ffi:D U\~ BUT fUU:. For L ,-a,~fNED BY REC0RDrhC REQUESTED Bl Al'JV W}-jI"'l RH O";;/J)Ff) M.6JL OFED I () ,^ ( I ---I :(^~)-I .j ~ -, t<f.s VugL1!a B Fwllis 'r ~~- I " -- I 6W Bw [sp'arklcc 'I' ~__ _ \'k,..rwater Beach., F10'Ida 'j~1: -c;- I tv v --- --- - ------- - -- ---_______L SPACE ABOVb TH1S LINE. R.f~~DVF:rl mR RF'r()RnPR S [ISf 02-438869 NOU-21-2002 8 PINELLAS CO 8K 12362 PG Hllm UlilUln lUll 1111 1111 IflUlIIIlfil 1m Ann She. w, 4.norJ'ev at LJW 1445 COUlt 'Strc.t,\, Su'te 200 C1~d!'o/ateY f"'Jonda 33756 7CZ-J0957 11-2t-2002 08.46.58 51 DED-rHS UrIiGlH[A B 0??:oo Itt:02436a&9 9:::12362 SPG:l?93 EPG:1?<J3 R81RD Hll 001 PffiES 1 $6.00 y~ l',1AIL TA..'\STA.rEI\fENTS fO IDTAL GfCK AI([ TElJ.!fRfD. I ill) mAlIlI BY -l1J~ DEPUTY GIJ:R< $6.00 $600 $OC QlfTT CLAn) DEFD 48RN 17~3 TJe lJ1tderslgrlcd Grenlor d.:clares ,hat _31l>fer 'ax's N'Jl'rE 11u~ C'on.eyall,-e transfet-, the G'amors' 'nterest 'nto ht.l revocable hVll1g t"'J<;! "01 No Cor.5\dl-ratlon, G.lange lI' vestulg only Cnant,Jr, Vl:;gUlld B Froi.'lls wros( dddres; IS 669 Ba)> c;Planade, Ckarwatel Beach, Flonda grant:. to, Vugll1.la B Frar~. Trustee, whost adcress IS thr ;~me as granror, or her successor lI' trust, under The V Igml:! B Franks Trust, Dated tJ~-Jt.\?f4,1 \'t- 2CV2, and am arreodments tl'>cre-to, 'he [o]'c "'Ulg rea I property localed If tbe COWlty of PINEL LAS , State of Flonda, J'1d oescYlbcd a" follo",s Lot 8, Block 7~, MzndaJa, Sllbc.lvl~nr UOlt:-, accordl'1g to the "11llt:' or pIa, ti1ereof a" recorded In Plat Book 20. Page 27 Pul:.t.c Iccorls of Pf ~fLU. '> CCllJ1ty, F lurrda A.,towt or Pe'Tuane'1' Porce! ]\'0 or F",.0 No 05,29'1554750'1)77 OD80 t:I.QIL1QJ~ROPFR-::"i AFPRAISEIS The Granter conllfnS tfat uJldel r'Je ieons o;r.ne 1 ru>t, referred to abo"c, the Grantor nas not k~s ilia" a Drr,.f1Cla: lnter('st fo! I'fe and IS ennt.ec (0 a ,10r1ts{ead tax exempl10p pur~uart :0 the prov','cns of f10nca Sla lie 1960<1JI2) E,elu:ed (}1l_~~l!Y__, at pr1o.:FL1...AS County FlonJ. \ I me,s ~sW..~ \?\,,'~~~- -~ ~v:~ +t:.L-\'\o.... ~(U \ PF..ll"(j N 6..,11,.1 E \v 1l11e~s PRINT ~ '\ v,r \TATE. OF FI ORlDA ) ~& COl.JNTY OF PINELLA.S ) 0,., t"l.'l~:o..~~_ brfore me Oa'/'o.d 3~~ _ ---' l'-olary Pubhc, personally <Ippearet, VlIg.ll1.! B FlalJY,) .....h:J IS personally 1cr,C'?n to m<: 0F.fi:J \\ .0 has produced ~\-.,~t.\.~ as Idenld'icatlOtl and acknowledged to rut.. tfoal >re t::\CC lro;ld thl' ,<tme l{] her author.zl' J capacIty, and that b {her slgraturc 01"\ tllllnslrurncnt the person or theenuty upon behalf of\\.ruch 'he ;>ers?l' ..<ced. cX"'Cl.led Ih~ .1 ;tr\lr"ler I v., ITNGSS Mj hand ~nd orr;~l~l ~eal Cll'.Ajj ~A_______ NC,TAR)' PlJB'lC My CO"llTLS~IOn bpm:s /j;J)~' -"'- ""-O'IN I ~ r;::::J!':::\ ~--, 1 ~.J.'\I V S~lj'l';:~' I~ {f\\ il I \ ~ ~ -~-\~~JOlj # 00 '14..5~~ I r ~ II r ~ ~ r \W ~ r;"" ' I !:\~~ P JAN,06120~5 ~ ~_ __ ~ 'J ~ 14 11~. THP~', G'?t. : ,- ~i /\lJb L 4 _" '14 ------- PLP:-":,:,K; D. C =VELOPMEr-':f SERVICES CITY OF CLEARWATER ... ElevatIOn Area Avg Alea Volume Ace Vol Trt Vol SF SF CU-FT CU-FT CU-FT DLW 2000 000 \ , 245 00 367 50 269 96 460 e 47000 367 50 50 ~:~ 1-5J 00 ""0 n---- -- ): r - -:.. ~_ - _ - o ~ r- 1 r~lFO ~ - J> -)) o z C /) -n en GJ CJ' o~9"> ,;-j r<o f'0 JU ~i")m l:::> ,-= :nmm<~' ::J -s: Cfl r C5 r~- ); 0 c:::> ~ ., ~ ~ rr=;- r=ll m ~ I r"J U -D r-' __ _ _ il / ReqUlred Treatment Volume 269 96 CU-FT Calculated DL W 4 60 Ft V~^-Y"\:;;O~v.......l ~;..;.c...:.L ~L_A~71o.....t~.:> : ~=(I,b1 f\A+~)(zo~:~)-; ~-:f+r:~~ ( 7/ ~, \, -r:: ,270 n- ~~,+ t:;,!-'Z) =: b,DB 1!::~__ . 'K~~ITH' 2J-\"C & ASSG~'~TESJ INC. I~ r 1 l ill, "I \ 1 fl '" I \t~l v\~t I),. ~ '-.... 'l I.., I \ 'e. {,I -."'.( ..:I \ c 1- '> ( .)o';~ I Q"1"' ......... I I 'V J :~rVfL ',u,N:@!tm;~'&'R>IlfS!G, "I :':~,"~~'f~ful'~S ,... ~ - 1 r.t*~ (~ f "'~.. t:f..1 ~~l.':;r'r r-'" ~f'(~,1l?''1'"'f''''''' ) 4 'I' ....(r' I t.T" ~ ,1q?".......1?Jl Is "'I ~ ill.'"\ ~k" " '~h'" \' ,,1~\~ ../~1 ""I~ \,!j{;f.('lr-'" to, "" \;..~ t~ r I r , ~ I .,. I.. ,J 1 March 24, 2004 Mr Bennett Elbo City of Clearwater Public Works Administration 100 S Myrtle Ave Clearwater, FL 33756 RE LARISA II Dear Mr Elbo ThiS letter IS wntten In support of the proposed LaRlsa II condominium project regarding traffic Impacts The proposed project Includes four condominium units located on a 0 15 acre site at 669 Bay Esplanade The project also Includes SIX on- site parking spaces, four located within a covered parking garage, and two open air spaces ThiS project will also Include the demolition and removal of the eXisting 8 unit apartment complex located on the same site ~/ Based on the denSity reductIon from the current 8-unlt apartment complex to the proposed 4 unit condominium proJect, the vehicular tnp generation will be reduced and the level of service of Bay Esplanade will not be adversely Impacted SI~ , lfC Eest Copy Available ------ ... r..... "... \Q) ff' ~~ -,-- ,')') \ ';:., \\ ,Oh .J/,\\ ,U ~' I\Ub L 4_',. _...J .,,/ L--NG-~ l C"f~MLNl PLANt'lI, - SERVIce) CITY OF CLE,L.RWATER . An Equal Opportunlt) Employer Watson L Haynes II Chair Pmellas Heidi B McCree Vice Chair Hlllsborough Judith C Whitehead Secretary, Hernando Talmadge G "Jerry" Rice Treasurer Pasco Edward W Chance Manatee Thomas G Dabney Sarasota Maggie N Dommguez Hlllsborough Ronnie E Duncan Pmellas Ronald C Johnson Polk Janet D Kovach Hlllsborough Patsy C Symons DeSoto David L Moore Executive Director Gene A Heath Assistant Executive Director Wilham S Bllenky General Counsel Q}z OJl-::il -:--1;1 ~ I 1::::::::> f l c::~ "'" I I =__=:J -=::::t I ~I 0d1lJ '" J ~ II: J g u:> LU IJ.. :::::) l')(/)O ~ Z nnn z ~ ~ Z - - :s (.) (Q1 : ~ e Southwest Florida Water A!fq!!ageme~t District ... I V' ~_" ~~(...:...J ...... f, t. r;.~~~ ...:'t ! ...." e :s ( t? r'? '1- j?i,.-- ,,-$, / /J 2379 Broaa-;)treet, Brooksvllle, Flonda 346046899 (352) 7967211 or 1-800423-1476 (FL only) SUNCOM 6284150 TOO only 1800-231-6103 (FL only) On the Internet at WaterMatters org Bartow Service Office 170 Century Boulevard Bartow, Florida 33830 7700 (863) 534 1448 Or 1 800 492 7862 (rL only) SUNCOM 5726200 Lecanto Service Office 3600 West Sovereign Path SUite 226 Lecanto Florida 344618070 (352) 5278131 SUNCOM 6673271 Sarasota Service Office 6750 Frurtvllle Road Sarasota, Florida 342409711 (941) 377 3722 or 18003203503 (FL only) SUNCOM 5316900 Tampa Service Office 7601 Highway 301 North Tampa Florida 336376759 (813) 985 7481 or 18008360797 (FL only) SUNCOM 5782070 July 20, 2004 Robert Flynt Radcliffe Development Company, Inc 2424 Curlew Road Clearwater, FL 3368:3 Subject PrOject Evaluation - Permit Not ReqUired Project Name La Rlsa II InqUiry Number 126637 County Plnellas Secfrwp/Rge OS/29S/15E Latitude/Longitude 2r59'16 79"/82049'27 30" Reference Rule 400-4 041, Florida AdminIstrative Code (F A C ) Subsection 373406(6), Florida Statutes (F S ) Dear Mr Flynt The District has reviewed the Information you submitted on March 25, 2004 and June 18, 2004 for the project referenced above and has determined that an EnVIronmental Resource Permit (ERP) Will not be required for the site redevelopment resulting In a 490 square foot Increase In open area The information received by the District Will be kept In the Tampa Service Office to support the District's determination regarding your project The District's determination that your project does not require an ERP IS only applicable pursuant to the statutes and rules In effect at the time the mformatlon was submitted and may not be valid In the event subsequent changes occur In the applicable rules and statutes Additionally, this notification does not mean that the District has determined tnat your project IS permanemly exempt from permitting reqUirements Any subsequent change you make In the proJect's operation may necessitate further evaluation or permitting by the Dlstnct Therefore, you are advised to contact the District before beginning the project and before beginning any activity which IS not speCifically deSCribed In your submittal Your timely pursuit of this activity IS encouraged to aVOid any potential rule changes that could affect your request This letter constitutes notice of Final Agency Action of the project listed above A request for heanng must (1) explam how the substantial mterests of each person requestmg the heanng will be affected by the Dlstnct's action, or proposed actIOn, (2) state all matenal facts disputed by the person requestmg the heanng or state that there are no disputed facts, and (3) otherwise comply With Chapter 28-106, FA C Copies of Sections 28-106 201 and 28-106 301, F A C are enclosed for your reference A request for hearing must be filed With (received by) the Agency Clerk of the Dlstnct at the Dlstnct's Brooksvllle address Within 21 days of receipt of thiS notice Receipt IS deemed to be the fifth day after the date on which thiS notice IS deposited In the United States mall e e ,"'erm It No 126637 , July 20, 2004' Page 2 Failure to file a request for hearing within this time period shall constitute a waiver of any right you or such person may have to request a hearing under Sections 120569 and 12057, F S Mediation pursuant to Section 120573, F S , to settle an administrative dispute regarding the DIstrict's action In this matter IS not available Enclosed IS a "Noticing Packet" that provides Information regarding the District Rule 400-1 1010, FA C , which addresses the notification of persons whose substantial Interests may be affected by the DIstrict's action In this matter The packet contains gUidelines on how to provide notice of the District's action, and a notice that you may use If you have questions regarding this matter, please contact Richard MAlt, P E , at the Tampa Service Office, extension 2045 Please reference the Project Name and Inquiry Number In future commUnications concerning thIs project Sincerely, tJJt (i Mr Alba E Mas, P E , Director Tampa Regulation Department AEM RMA elb Enclosures Noticing Packet (4200-047) Section 28-106 201 and 28-106 301 F A C Inquiry No 126637 Keith E Zayac, P E , Keith Zayac & Associates, Inc cc r:;:J \' \' r'- ~0 ' r~ 1(' C\ ~)\'.:..< -- ----- l,r-- ,r 4" \ ,A r. \ , " ~DG 7.. \ )\ \ -' .--- - (N\ 1 ___. _ \ {,,\ t-.~ ~,\ ~\\-.\\\--.l < ,r '.:; ?\Y-''< s\ r\J ....', VJ!\\t.o, CLt:.."P. (,II' 0\ 'OQ)~0'F\eJi\f~ fF\J U;~L-'U G~' il \\ ,I 1::; -:: I } Ilnl~ 4 [.:4 · I::; PLANN:r-.G I... ~ s~r: CITY Or C...Lt \ CVW"T[~ Ctl.tEtTlOt< lOCAlK>>l (1)....,.I;IC.&P_~ (P PERrooTo:oOl:JllO' II"") \ n t 11 ~=q GPAPHIC SCAl E - - - - lj~~n;;'J11l. Xl ~ 1tRrRO>lTYlSlI1l1TY1RMGl(( PI \ < \ 2O:nl!D()<I_lIIl11'J1t.oNQ.t(TYP) NCIlL~Cn,"n.'Ilt$1tDlSl....::t1llloOllCl.($ ~TNOTt:<tUDW..IltJl)<Tnt(ll,t,...t p >.(~[IIT (T'r'P) LEGEND (mol x GENE"AL NOTES 1 [NCI'lHR/LANOc,;CAPE ARC~lECT KEITH ZAYAC !c A SOCIATES I'<C 101 PHILIPPE PARKWAY SUlTE 205 SAfETY HARBOR fL 34695 (127) 793 9888 Bus (727) 793-9855 fa PAReELIO ZONING :3 PRESf:NT USE 669 BAY ESPLANADE CLEARWATER n OS!Z9!lS/5475S/0 7/0060 , APAATIJENTS CC>>lOO"lNIUUS fL.QI.!...El... ~ 10 15 fRONt 569 MIN (TO PAVEMENT) 2023 l,(IN (TO BLOC) o 10 SIDE <\ 00 !,lIN (SOU1H TO [XTERIOR ST^IRS) 7~ J..lIN (SO'JTH TO BLocl 672 \lIN (NORTH TO SLOG) 1000 l.lIN (TO \'o'OODEN DECK) 22 70 \.lIN (TO BLCC) 7 ALLD\MBLE MAX HEtCHT 35 -100 n PROPOSED BloG H(IC!-lT 51 -10 fROM fEM.... LINE TO ROOf UIDFOlNT a SOLID WASlt: OUl.lPSlt:RS WILL BE LOCA TEO IN BUILDINC 9 lIGHTlNC WITHIN PROJECT BOUNDARIES IIIlLL BE ATTACHED TO aUlLOlNC AND Y4lL BE SUBl.lITTED AS PART Of fINAL BUIlDINC PLANS 10 EXISTING BUILDING fOOTPRINT AREAS.. 314430 Sf .. 007 A 11 All DISTURBED GRASS WITHIN RICHT-Of-WA'I' SHALL BE SOOOEO 12 AlL UNUSED ORI~WA'I'S l.lIJST BE REMOVED AND REPlACED 'MTH CURB SIO(....AlK AND lANDSC.6.PlNC TO '-lATCH EXISTING CONDITIONS 13 fLOOD ZONE THIS PROPERT'I' LIES 'MlHIN flODO ZONE Ai: AS DEPICTED ON fEMA flOOD INSURANCE RAT( LlAP NO 1210X0102C (ELEV 11) DAlED SEFTf:U8ER J. 2003 14 A COt.4PREHEN$lvt: SIGH PACKA~ WIll BE SIJBMITTf:D UNDER A $fPARATt: PERMIT APPlICATION 15 All SliE L1GHlING WIll BE ATTACKED TO BJIlOING NO fREE STANDING L1QiTIHG IS PRQPOSEO 15 THERE ARE NO UTlLliY EASEl,/ENTS IDENTIfiED B'I' THE SURVEY ON THIS PROPERTY 17 Tt-IERE ARE NO EN\o1ROUENT....LL'I' UNlOUE AR(AS ON SITE 18~.E!ISlitf!:i;. ~ A TOTAlSlTEAflEA 647<)00 Sf (0.15 A...) 547<)00 SF (OISAC) a TOTAl, OPf;N$1>AC( 50081 Sf (0.01 AC) 1918.71 Sf" (O~ AC) 6\ll!.OOtc FOOTPRINT 274900 Sf '19.l.22 SF E smEWALIC/OEC(jPA\(O AR[A J.22919 Sf" 136107 SF F TOTALIWPER\100s.lR[A '597e19 Sf" (0.922 1SIl) 4'56029SF(070ISlI) C PARKINCsPACES- 5 6 Ii VDilOJ\.AR.lR(.... 62J1BSf SJ22JSf I INTEIlIOll tANOSCAPE <<.... 21964 Sf (JS~) N/.... J. 1ULTI rWILV UNITS /I . (27 UNITS/ACRE) " ... " ~ ~ ~ - < ~ e zo'" ~: c g ~~ "',"0 >::>'" '" u '" o -< r.J ~::r: ~ ~ 3 :J -< is "- -< '" "" Cl '" 0 ~ -' Z '- j ~ '" 0.. W t: !- j "" " (ij '" "" U ~-' .U ~ ,., e :::: ...0 ""'"""" 10000sr J2J9511lN l ii !- ,I " ,I 61$5.0S{0.95lSll)llA)l; 6(a..sEDOIlI5SPAa:S/lUT) ./. ~ 5 WlITS (3D UNITS/ACRE) :::: ISSUE DATE 08 26 04 CllY OF CLEARWATER 5 OF 10 -~~ I 'Ir \ AUG 2 4 2( ~\d ~?~L Plfi ~NING & C':VFLOPfvlENl Q\/!(';::: ~ 1l_".....000C. 'IU '" "'C'l10-~1"""" ___"",,",..0 _'-> .........~ <"'l <S 1<..... --- PLANT SPACING DETAil (SECTION) . It.." ..... i~-t~ 1~~~)ll- 1 :.:..~- GRAPHIC SCALE: :....-vw-" PALM PLANTINC DEl All N15 ST AUGUSTINE rLORIT AM SOD <ll ~ ~ \ ~ \n.~~' " I \ I ~, 17I1~SI()ol"'_j'r'1IllNolQ.trT'lf'l I t rr/ 1lO'JJ: C8.((~ .,... M SIll C1S1OHQ: ".l/<Gl.[S 1 ~ ~/~:r ::::\' " . ~~, ,~ .~ ~~~w~ CITY OF CLE:,,~~\ov;... TER GENERAL LANDSCAPE NOT:S T".,\.oo'od CntKlO< ""'~O<l ... ""bd e ~.. fl.! 1'.....'" ~....I *"~ ....411'...'" 01....'" ~ I ~ t~ 2 ~~~ ;;;:I~...," dF:t,~ t~f~ be &~ ~ =:'~1NlG<~~ ~ 0' I' ~tk~,:~",:'tl~ t~t::::'" J IJll)lotljltlo;1~O' l>f de '" =,*,,,,, t~ 1M flodoN"''''',_ Q pia I ... be \:r; C I .., f '" 20 10 ~ lMll \ '<I' ,~ !> T~ I>lo l"<l_ be t ~ om I I>' ~Ofl<O<- '00 ~lI:..."" n<l ~lI:...o '\: "",ll~ ....v.U"'lC' ""~ e>e t 0<1 dO'<O",~ d .... \ I f _0 I'd t C oil n _III' '" ~ pi..", _ ''''''_Illy m d '" c...... ~\ ik~\ "~""'fl<lr 01; d cl "<114""'1 I>C~lr \ olIO b' foil'" db 6 .u ot ''''Il e<l ...~ u... 1 I")" 01 ''''" m Ie!\. ~<Cl> 1 I b '" d... all ~ Ie "'O...",I:o 1"10 o.r\"e "",...-c ef' L o<'l:~e CICIO. mt~ ~" -:c <>OrICy I I'" "<II '" 1 .., I ... 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PAllool !>6 - fOTA TREE REloIOV....l PLANT LIST 1EAA ___A~_c:w.JP*l,'IO'12'c.1.l1. 14 cu ~lMlwa..Sn~3Q.l.L.17HTl"o.C. 3tRl A.;:tlidtpl'\ftdQ....-.3G'oL.~O'C. 4ORORhodoclondron~I<lINMAzII..3ClAL..2Jlo.C. 3Ot40 ~0I"""'0I__30AL(lHTl"o.e. 301J l~A"""""""'~--'lGAL. 18 UIl UrIopeIllut-' GlwtLty1.... 1CW- ISSUE DATE OB 26 04 u -' " -' ro ".a ~ < < z 0" ~:= e 9 ~ ~ "'0:0 >=>" "'uO: ~ ~~ g;~3 :; " i ! 1 . i i I "f~ ~ e" , , I I I ~~LO , 1 ' .', ; E,\S'f f~LEV1\1'ION . OCtiLe: '/~1I ~ l':'rZ>1t '" " " --.;;;;;-. ~_. .'~, ..,','~ ': .' ~ ~. -, ' U-lf~;-.rr-r.r-rr-ff--U-lf 0" \~ OF'EN'TO GAR,..^6E ,Il . ~ '" '" . j ," " \VES'f ELEV1\1'ION <" WALe: li~lI . 1'-rZ>" h " ~ ELE'I A rOR OVERi~.it~ , I I ,I ! -"k-r I I I O\IE~ANC, PCRC~~, OAr~< IJY'.;OO Lor..A< N;r;ENT ARC~4 " ~ I E:) ,~ :I ~ .. ;n aflJCCO FiNlo~, PAiNtED eRG.'JIE A~OIZE COLeR ~O'<)I.I (POR1E~ PAiNr&) EXPOoEO DEr;r;RA riVE RJJ:t~~ EDUE& ACCEN r ARC~4' I~O..u~H iRON rrFEr<AILiNG, rrp. " .' / CLA'( riLE, t1!o.~ION :;~~APE - l.lj,~O..u~H IRON rrPE I r RAILING . '--; . --~=~t.=_c..~."",:~"-"'-;.:) '" _ J~ ('"'l t \ . ~ " ',,, \ , ' " _ ,___.,~~ _ ~~~__ ::. _.: { R~ tE~qp;E ~ " . ~ f ~) I ~l~ I ' ~n ." -"a ~11r I ut- I ~~.. . ....~- ..------' ~ I ~) ~ I ~ .~ :I 'j) I ~ ~ I ~ -, .1" ,,' . 0 ~ ' ." ' ,',) , ,,,-. , ",'~'" ~'~,~~' . -. ~ -" .".-. ; S()(j'ffI ELE V l\'fION OCtiLe: 1I~1I . 1'_~t1 /: I :~ n n n I-~ .--- . , - - .. - ,- ~ - ~, " " - - . -.--.....------- ..~ ~ - ~ - . -. -. - .., ~ . -- '''. ~ I , .1'" . -IF~- - - ...-- \- ,CFEN ro GA~j-6E , . " ~ ,:& l' . 1< Ii,', -~~" 'i~" :" ;r" '" ,1 ~ "~,~& " ,~ .. .. 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""", ~~ <".~;;r ~ "'i~~l!~ '11' t,' " ~. ." ~ , . , . ~ ~. ~ ' ~ ~, \~ Ff)l~Rn4 FLOCR E <) ~ J:. ~ ~ ~ ~ j "'";::::l () <) e ~ ~ Q\ It.. :J ":;1 ,,~ f) r-J c:J c:=:::::J ? d~~ c::J (t ~ ~ ~~~k Q w~~ ~ J,.?!.t. !2;'l-, ('t ~ "w--"' :J @J C) ~~ Q\ to ." 'C/ ~J ~21 t J: ;; PN 7 ~J~~ fJ () . ." '\ .to Q'" c:J8 c:J () ,}c::J () ~~ l~' . ~-~ ,,' J"~ L ./ n4iRO FLOOR . 10 I :;1 .t oECONO FLOCR $,.::!..~~.~'-'~c..~.:t...~::'..:""~'..';:' "'.I~,,~.::x.:.''''~' . ~" ~ FiRe T FLOCR ~ " F Ei1A : ,~ u;:.(OJNO FLOOR oEA LEVEL ~ A'. &'aj.w 0- .Q U,ca - .. .- ua.ftI, GJ >") ra ~,1 CLAY ROCf flU: " 'r ' ",', ....' ~ < '\ !> ,q)" i;;:, t.!~ i## ;.'Ii:~" '1i'j;:;f,"v,j81,s .~H#(~ < 1'> l."',w"r \>">u~<.~i!:'< iilf"~'ili".'l(-~~}'l?: ~i','\.,'4!!:l~~: '~"I<'"'.' ~':'" ARC~il tEr; f1~RAL ME OAL LION tREtLlo,OAN< IJY)OD LOCK . , ~ ~ r,tj (f) .~ ~ (~"('j ~1 , \\~,\'LJ\';';:;'~~~;;~ . . I' : l '\ .J \ _.\ - ~ I' i 'I ._-, " \ (u ,,'" ~ ~,~ . ~-_..- , I .:'1:1.1 ~..* . " , (/:1 rl r~ ~~ ~ . .......~ o~ S;-~ . ~~ rl t'''''~ ~i~ o rC'J r~ ~ () C) .~ .~ ". ........ !.r.04 H^ ~ (1 ~. ~,1 ....) ......... C) ,j>:!i:~J:4'.;f"'i;)"f:<a:f"""\~<i,,'I. /" ;.';~ ,,''', ~''Y'' ~'; tl'!" rUll! : ""~W~:t."'tW:'J,' ::,,,' ~-\~ >~. <ifJP ,("if' ;~ 'b..;;'f/'"""l'l'S1~'lii:;v'{x/'~'3i'f.!i' , ~ Elev,lti()IlS ~ ARC~m EC f1~R-J\L BA\iO, Pi-C'ECA& r af(A'E LOCK A(lfJ~ h,t., t;OMM. NO. : 04Q3 OAre : ~.s", 14..04 IlE.'/I'3(t)N!) : CF'EN aT AiR FilE COP'i ,~>"'l;;-"'lt~~'.l't"("{"":'O~:....iJ~'\-',,,,, ," 1!"'~' '1"< I I f', ~""'0;.:.2L~~" . SURVEYOR'S REPORT AND MAP OF SURVEY: THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER. LEGAL DESCRIPTION: SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: DANA A. WYLLIE PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 5874 STATE OF FLORIDA \ \ ACCURACY: --- CORNER _ ,-:T ~~;\ NE CORNER OF \ FOUND BLOCK 77 DRILL HOLE (Pl.P2) 'i; FNcScD X .;> ~ .,.p ":r~ , ~~ , w E LOT 8, BLOCK 77, MANDALAY UNIT NO.5, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 20, PAGE 27, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. --- --- --- I. THE ACCURACY STANDARD USED FOR THIS SURVEY, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61317-6 FAC) , IS "COMMERCIAL/HIGH RISK". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I FeOT IN 10,000 FEET. THE MINIMUM LINEAR CLOSURE FOR ALTA/ACSM LAND TITLE SURVEY IS I FOOT IN 15,000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE IS I FOOT IN 93,882 FEET. --- --- 2. ALL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY. ABBREVIA TIONS LEGEND: A/C - AIR CONDITIONER B/C = BACK OF CURB (C) = CALCULATED DATA ct - CENTERLINE CONC = CONCRETE CMP = CORRUGATED METAL PIPE (~ = OFFICIAL RECORDS BOOK 8310, PAGE 2172 E P = EDGE OF PAVEMENT EL ELEVA TION (F) = FIELD DATA FIR = FOUND IRON ROD FN&D = FOUND NAIL AND DISK FOP FOUND OPEN END IRON PIPE FPKD FOUND PARKER KALON NAIL AND DISK FPP = FOUND PINCHED IRON PIPE IE INVERT ELEVATION O/A = OVERALL OHL = OVERHEAD LINES (P1) = (SEE DATA SOURCE 2) (P2) (SEE DATA SOURCE 3) PB = PLAT BOOK PG = PAGE(S) R/W = RIGHT OF WAY SEC = SECTION SIR SET 1/2" IRON ROD, LB 5776 SPK&D SET PARKER KALON NAIL AND DISK, LB 5776 S/W = SIDEWALK TBM = TEMPORARY BENCHMARK TYP = TYPICAL u/p = UTILITY POLE UNK = UNKNOWN TREE W/f = WOOD FENCE ~ lP1) ~ s;.~ ~) p~~-- --- --- --- --- --- --- --- ~ lfl' ,fl2) 1/ 77 6LOC" tt M f>-NO .t~6~f>-I':\?i p t6':M ~ Of ~ . Cr\ \.h-. tt,r\( \S~~ ,t:.R 6(~ PG' 27 eL(~R p6 20, r --- --- 3. THE FIELD MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATION RELATED TO THIS SURVEY IS BASED ON A LEVEL LOOP, USING DIFFERENTIAL LEVELING TECHNIQUES. CLOSURE ACHIEVED IS 0.025 FEET AT 1.9225 MILE LOOP LENGTH, WHICH EXCEEDS THE MINIMUM ACCURACY REQUIREMENT CALCULATED AT A MAXIMUM MISCLOSURE OF 0.069 FEET. 3. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND 1 OR THEIR APPURTENANCES WERE PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE FACE OF THIS SURVEY. ONLY THE UNDERGROUND UTILITIES AND 1 OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE SURVEYOR TO VERIFr THE EXISTENCE OF ANY UNDERGROUND UTILITIES AND 1 OR THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES AND 1 OR THEIR APPURTENANCES SHOWN, COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHE~ IN SERVICE OR ABANDONED. \ \ \ ~~Q~ --- . --- ~~ SO'" ------ ptttR___ --- ~ NW CORNER OF \ BLOCK 77 (P1,P2) R \ CL(~R~ ~ ,€ \ 6Loe\<. 77 5 \.)~\, ~O, '{ ,,-. ~~O ~L~ R'N ~ ,(R, "'I eL(~ 6(~Cr\, pG 4B P620, fLOR\O~ ~" ~G S'\O ~\,Q'\ ~o ~o " co0 co~ t.SO~~ .....o'\~\, ro~ ~r S \'I' ~G ~ t-\'~ 1~' ~\'-l~ c~(() ~'\ \.~o~..'\\~ ~ ~, o I GRAPHIC SCALE 10 I ( IN FEET ) 1 inch = 10 ft. 20 I DATA SOURCES: I. BEARINGS ARE BASED ON THE EAST LINE OF BLOCK 77, MAP OR PLAT ENTITLED "A REPLAT OF LOTS I TO 8 INCL. BLOCK 83 - LOTS I I TO 20 INCL. BLOCK 84 - LOTS 9 TO 16 INCL. BLOCK 85 - LOTS 5-6-7 BLOCK 86 AND ALL OF BLOCKS 76-77-78-79-80-81-82-87, UNIT NO.5, MANDALAY, CLEARWATER BEACH, CLEARWATER, FLORIDA", BEING S20.00'OO"E, AND IS SHOWN ON MAP OF SURVEY. (SEE DATA SOURCE 3) 2. THE PLAT OF "MANDALAY, THE ISLE OF A THOUSAND PALMS, CLEARWATER BEACH, UNIT NO.5", AS RECORDED IN PLAT BOOK 20, PAGE 27 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, WAS UTILIZED IN THE PREPARATION OF THIS SURVEY. \'1- u! 't,~O ~ ~c::>. \cP;~~ ~.~~ \~-/ ~ -/ \ 3. THE PLAT OF "A REPLAT OF LOTS I TO 8 INCL. BLOCK 83 - LOTS II TO 20 INCL. BLOCK 84 - LOTS 9 TO 16 INCL. BLOCK 85 - LOTS 5-6-7 BLOCK 86 AND ALL OF BLOCKS 76-77-78-79-80-81-82-87, UNIT NO.5, MANDALAY, CLEARNATER BEACH, CLEARWATER, FLORIDA", AS RECORDED IN PLAT BOOK 20, PAGE 48 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. WAS UTILIZED IN THE PREPARATION OF THIS SURVEY. 4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A COMMITMENT TO INSURE TITLE, PREPARED BY ATTORNEY'S TITLE INSURANCE FUND, INC., COMMITMENT NO. CF-7084514, FUND FILE NUMBER 04-2004-1562, EFFECTIVE DATE OF MARCH 8 2004 AT 8:00 A.M. 5. THE LEGAL DESCRIPTION SHOWN HEREON IS FROM THE TITLE COMMITMENT REFERENCED IN DATA SOURCE 4. 6. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). CONTROL BENCHMARK USED IS DESIGNATED "AURAL RM 3", LOCATED AT THE WEST END OF AURAL STREET (AUREL STREET (F). ELEVATION. 5.40 FEET. tc~":1 X 0.5'~C CURB SPKc!cD FOUND X-CUT O.40'W, ON LINE ___ SEAWALL 0.2'E LIMITATIONS: I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR 1 CERTIFIED TO, WILL BE THE RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR. ~sP",~\.1 PAno 1.9'[ 2. THERE MAY BE ADDITIONAL EASEMENTS AND I OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY OR MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. ~~ xtc. ~ ~ ~ ~ 'Y-: <::) ~ ~ y ~ ~' ~ to ~ y ~ A ('" ~ J 4. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT OF .SCALE TO GRAPHICALLY SHOW THEIR LOCATION. 5. UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED. 6. IRRIGATION EQUIPMENT ~ND 1 OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE SHOWN HEREON. -- 7. SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF A PROFESSIONAL OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT THIS CONSTITUTES NEiTHER A GUARANTEE NOR A WARRANTY. -- - I. ANY ANGULAR AND 1 OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTlONlS) AND THE FIELD LOGATED OCCUPATION BOUNDARY CORNERS, AND BOUNDARY CORNERS WITH MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR CORRESPONDING QUADRANT DIRECTIONAL MISSES, ARE SHOWN ON MAP OF SURVEY. LOT 12 BLOCK 82 (P1 ) \ \ \ \ \ \ \ \ \ \ \ \ \ \ fQ\)~~~ .,.",r:)J 8. SUBJECT PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "AE" (BASE FLOOD ELEVATION II), ACCORDING TO THE FLOOD INSURANCE RATE MAP, MAP NUMBER IZI03COI02G, EFFECTIVE DATE SEPTEMBER 3, 2003. AN ACCURATE ZONE DETERMINATION SHOULD BE MADE BY THE PREPARER OF SAID MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVER~~NTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS PRIOR TO ANY JUDGMENTS BEING MADE FROM THE ZONE AS SHOWN. 9. ONLY NON-EXOTIC TREES, FOUR INCHES AND LARGER IN DIAMETER AT BREAST HEIGHT WERE LOCATED AND SHOWN HERZON. 10. NO DOCUMENTS OR EASEMENTS, EITHER RECORDED OR KNOWN, WERE PROVIDED TO THIS SURVEYOR. II. BUILDING TIES ARE PERPENDICULAR TO BOUNDARY LINES. 12. FIELD WORK FOR REVISION I WAS COMPLETED ON 3/19/2004 AND CONTAINED IN FIELD BOOK 638, PAGES 65-66. BOUNDARY INCONSISTENCIES: RADCLIFFE DEVELOPMENT COMPANY GUJU LAW GROUP, P.A. ATTORNEY'S TITLE INSURANCE FUND, INC. ~ S~\~~ I~--/ ~~ D~~ O~ ~OU~ S\\)~ t O't\ ~ 6 .~'!) ~\.. ~ ~~ x I \J 1\ EAST R/W LINE _____ I \ (P1,P2.F) I II 17 6LOe" s' M f>-NO ~~6:isf>-~?i P t6':M 5 t. Of ~ (~er\, \.) ",r$ \S~~,(R 6 pG 21 eL(~R pS 2.0, f\.R~~,(R CL(I'" OCI(... 77 6L 5 ~\, ~O, \.) f\.ND~L~ '<o~~ ,t:.R, ~I'" CL(p.:" 6(~Cr\, pG 4B p620, f\...OR\O ~ \~ \~ \% \ \ x"~ \ \ \ \ \ \ ~ \ ...~ \ \ \ \ \ \ \ \ \ \ \ ..... x APPARENT PHYSICAL USE: THE SUBJECT PROPERTY APPEARS TO BE USED AS AN APARTMENT COMPLEX. EASEMENTS/RIGHT-OF-WAY: oNE s't~~\~G ~,.soNp."( 6$~ \..O'tt'tS ~1\O~ 4.9 I. THE RIGHT-OF-WAY INFORMATION FOR THIS SURVEY IS FROM THE PLATS REFERENCED IN DATA SOURCES 2 AND 3. PREPARED FOR: RADCLIFFE DEVELOPMENT COMPANY 2424 CURLEW ROAD PALM HARBOR. FL 34683 CERTIFIED TO: co~c \ f:>~ \ o ~\ ~\ 0\ \ \ ~ f:>~ \ \ ~c 't ~/~ ~E s'toR, ,,\~G ~ -.l,p.'t aU\"'" ~~\Jl' I, DANA A. WYLLIE, PROFESSIONAL LAND SURVEYOR DO HEREBY CERTIFY TO THE AFORESAID PARTIES, AS OF THE DATE SET FORTH BELOW THAT I HAVE MADE A SURVEY OF A TRACT OF LAND DESCRIBED HEREON. SYMBOLS LEGEND: ~' = CALCULA TED DIMENSION FROM STRUCTURE TO BOUNDARY / RIGHT-Of-WAY LINE = UNKNOWN TREE PALM TREE ~~ x .,. fI)' E ~ :E a. co ... cici N ~ I t <i. ~ 41( (I') (I') (I') ... ... ~ ~ SURVEYOR'S CERTIFICATE: THIS SURVEY IS MADE FOR THE BENEFIT OF RADCLIFFE DEVELOPMENT Ctt.PANY; GUJU LAW GROUP, P.A.: AND ATTORNEY'S TITLE INSURANCE FUND, INC. ~':- X I. THE ACCOMPANYING SURVEY WAS MADE ON THE GROUND AND SHOWS THE LOCATION OF BUILDINGS, STRUCTURES AND OTHER VISIBLE IMPROVEMENTS SITUATED ON THE ABOVE PREMISES. THERE ARE NO VISIBLE ABOVE GROUND ENCROACHMENTS ON THE SUBJECT PROPERTY OR ONTO THE LAND ABUTTING SAID PROPERTY EXCEPT AS SHOWN HEREON. 8 8 't::f HYD / w.q Esp nlE COPl 2. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH LAWS REGULATING SURVEYING IN THE STATE OF FLORIDA, AND WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS", JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999. WITH NO "TABLE A" ITEMS INCLUDED. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS AND ACSM, AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS WERE MADE IN ACCO~)ANCE WITH THE "MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA/ACSM LAND TITLE SURVEYS". ( FIRE HYDRANT = GUY ANCHOR = SANITARY CLEANOUT ," = UTILITY POLE fJ. = WATER METER = POINT OF ELEVATION RECENEO sea o lU fI) ~ lU ...J ('l') (I') ('l') ... ~ DANA A. WYLLIE PROFESSIONAL SURVEYOR AND MAPPER No. 5874 a [ill] r:F~ x TITLE: ~' . \ \ ?:. "^ "r; ,"'" , .. '..... 'II' '''':''';'~': e, MP-K ,-" 'LuU'\ PARTMENT PLANN\NG OEEARWAl ER erN OF CL DATE: fI) u CD 'e- a. 't:l c ~ ~ :J ALTA/ACSM LAND TITLE SURVEY OF LOT 8, BLOCK 77, MANDALAY THE ISLE OF A THOUSAND PALMS, CLEARW)~TER BEACH, UNIT NO.5 SECTION 5, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CLEARWA lER BEACH, PINELLAS COUNTY, FLORIDA NO. SHEET INDEX 1 SURVEYORS REPORT, MAP Of SURVEY NO. REVISION 1 UPDATE TO TlTI.E COMMITMENT ADDITIONAL TOPO DATE BY 3 22 04 FTM FORESIGHT SURVEYORS, INC. HYDROGRAPHIC, LAND & CONSTRUCTION SURVEYING 14561-B 58TH STREET NORTH. CLEARWATER. FlORIDA 33760 PH. (727) 539-7196 FAX (727) 539..Q888 LB No.: 5776 FILE: 11333ALTA.dwg QUALITY CONTROL: DAW DRAWN BY: FTM CHECKED BY: DAW PROJ. NO.: 11333 ~ :~~: ~gs~2-18 FIELD DATE: 3/09/04 SCALE: 1"= 10' SHEET __1_ ADDITIONS OR DELETIONS TO SURVEY REPORTS OR MAPS BY ANYONE OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED OF 1 "INVESTIGATE BEFORE YOU EXCAVATE" PREPARED FOR SITE PLAN APPROVEf If CASE 1# fu/1o>Y -IJ 0 CAse TYPE ~ rr-/J ORe OATE !,-ICYD'( COB DATE = I() -If, d 'L SIGNATURE /l(tNv DATe _on It) ""l/l~,.l{ J RADCLIFFE DEVELOPMENT COMPANY, L.L.C. 2424 CURLEW ROAD PALM HARBOR, FL 34683 - CALL SUNSHINE" 1-800-432-4770 FL STATUTE 553.851 (1979) REQUIRES A MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. b:l e-.. ~ <::> ~ LaRISA II INDEX COVER SHEET 1 GENERAL NOTES 2 SURVEY 3 DEMOLITION PLAN 4 SITE PLAN 5 GRADING & DRAINAGE PLAN 6 UTILITY PLAN 7 GENERAL DETAILS 8 UTILITY DETAILS 9 LANDSCAPE PLAN 10 VICINITY MAP PROJECT LOCATION ~I PARCEL # OS/29/15/54756/077/0080 LOT 8, BLOCK 77, MADALAY UNIT NO.5 SUBDIVISION CLEARWATER BEACH, FLORIDA N.T.S. NOTE DATE: 0"8.24.04 CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION . ROADWA Y AND TRAFFIC DESIGN STANDARDS AND CITY OF OUNEDIN CONSTRUCTION STANDARDS. PREPARED BY: LEGAL DESCRIPTION LEGAL DESCRIPTION: LOT 8, BLOCK 77, MAP OR PLAT ENTITLED "MANDALAY, THE ISLE OF A THOUSAND PALMS, CLEARWA TER BEACH, UNIT NO.5", AS RECORDED IN PLAT BOOK 20, PAGE 27 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, ALSO BEING A PORTION OF BLOCK 77, MAP OR PLAT ENTITLED "A REPLA T OF LOTS 1 TO 8 INCL. BLOCK 83 - LOTS 11 TO 20 INCL. BLOCK 84 - LOTS 9 TO 16 INCL. BLOCK 85 - LOTS 5-6-7 BLOCK 86 AND ALL OF BLOCKS 76-77-78-79-80-81-82-87, UNIT NO.5, MANDALA y, CLEARWATER BEACH, CLEARWATER. FLORIDA". PROJECT LOCATION OR,r'~'~l Agency SWFWMO FOOT CITY OF CLEARWATER App. / Permit No. Date Issued / Date Expires ~~ :~~~~~D (2:3 O{ I (;~~E TVP~ ft/J Oke MTt: - - -/0....4 <l. ct)e Mit- //}o/lf,lJtl ~\GN~TUli ('f( iiW - {}A;1:. ... ({) ./l/"vrdl/ ( .: COVER SHEET J 7- A' KZA Pro~ No" 310-04 Owner Pro), No.: NA Scale: SEE SHEETS : L------.---~,::.~~.~~~~ r ~,\ " PLANi~\NCl & .... .~-". \ SERV\CE~ .. \ .' 0 r'\'f^,r. - ,~\ 1-"" 'd'" , C\~--"--- -. _.~_..-,,~_. -.---.- Sheet No. 1 of 10 GENERAL CONSTRUCTION NOTES CLEARING AND SITE PREPARATION NOTES WATER SYSTEM NOTES 1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A MINIMUM OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIVE THE SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT. 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30 INCHES AND A MAXIMUM OF 42" BELOW FINISHED GRADE. 4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929). 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC. AT 1-800-432-4770. 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO ROADWAY BASE AND SURFACE CONSTRUCTION. 7, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 8, ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION. 9, ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3, CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF- SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. 6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. 8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE EXERCISE CAUTION UTILITIES. THE CONTRACTOR/SUBCONTRACTOR SHALL WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE AND THE CONTRACTOR/SUBCONTRACTOR AND SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 6. CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 7. RESTRAINING JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS. 8. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES. 9. ALL UNDERGROUND PVC SHALL BE DR14 (C-900). WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, THRUST BLOCKING, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. 11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES. 13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT -OF -WAY ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. 14. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 15. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED TO FDOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR/SUBCONTRACTOR UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 16. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON- SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 17. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR SHALL SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER. THE FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: PAVING AND GRADING NOTES 1. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. 2. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTEWATER PIPING AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF UTILITIES & APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, CLASS. ETC. 3, DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. 4. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. 5. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND PREFERABLY THREE (3) PERMANENT POINTS. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED, 2. CONTRACTOR 1'5 RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 4. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PR:IOR TO ANY ELEVATION CHANGES. 5. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346, SHEETS 1-7. 7. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMEINT MEETS EXISTING PAVEMENT. 8. CONTRACTOR liS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, AND STORM SEWERS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER ANlD EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 9. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS. 10. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A SElTLlNG POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. SANITARY SEWER NOTES 1. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 2. ALL 9.NITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. SANlnRY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (.3) FEET AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO ''''ERRATAPE'' COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE. SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. 2. SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT) FOR THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED. 3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. DRAINAGE SYSTEM CONSTRUCTION NOTES 1 . STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE INCLUDED IN LENGTHS. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 6. ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 10. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE ENGINEER. 11 . ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS, AND SIDEWALKS WITHIN PUBLIC RIGHT -OF -WAY, AND ANY OUTFALL SYSTEM SHALL BE WRAPPED WITH MIRAFI 14 ON FILTER FABRIC OR EQUAL FABRIC TO BE A MIN. OF 30" IN WIDTH AND CENTERED ON PIPE. TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. SAFETY NOTES 1" DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR T'~E CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 2.. THE MINIMUM STANDARD<: AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON mAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENAi'lCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, I t'-!STALLATION , MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 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PLC'.:K Q:< - LeTS 11 TC ;:>) I\'.:L FLC'.:K Q4 - LeTS 5 TC 1~ I\:L PLC'.:K Q:' - LCTS :'-"--7 FLC-::K Q~ p\r PLL C;:- PLC:KS 7"--77-7Q-75-Q')-Q\-Q::>-Q7, L\IT \C :', Vp\rPLPY, :L=-P~I,/PF~ FP'.:I-, ':L=-P~I,/PF~, ;:-LC;;(Irp', PS ;;:=-':c~r=-r 1\ ?LPT FCCK ::>'), ?P'==- 4Q Cr TI-=- ?LFLI: ~=-:c~rs C;:- ?I\=-LLPS '.:CL \TY, rLC~Irp, I,/PS L TIUFr 1\ TI-=- ?;:(=-?P~PTIC\ Cr Tt-IS SL;:;:Y=-Y 4 TI-IS SL;;(Y=-Y I,/PS ?;:(=-?p;;:=-r I,/ITI- TI-=- F\=-rIT C;:- P :cvvITV=-\T TC I\SL;:;:=- TITL=-, ?;;(=-?p;:(=-r flY PTTC~\=-Y'S TITL=- I\SL;:(P\:=- ;:-L\r, 1\:, :cvVITV=-\T \C :;:--nQ4:'14, ;:-L\r ;:-IL=- \LVF~ ,)4-::>'JJ4-1:""-::>, =-;:-r=-:TIY=- rPF C;:- vP;:(:1- Q, :>)')4 PT Q')) pv :' TI-=- L=-'=PL r=-S:;:(I?TIC\ SI-CI,/\ I-=-;;:=-C\ IS ;:-;;:CV TI-=- TITL=- '.:cvvITv=-\T ;:;:=-r=-~=-\':=-f 1\ rPTP SCL~:=- 4 " =-L=-YPTIC\S P,F FPS=-r L?C\ TI-=- \C;;:TI- PV=-~I'.:P\ Y=-;;:TI:PL rPTL v Cr \5QQ (\Pyr QQ) :C\T;;:CL F\:I-VP;;:K LS=-r IS r=-SI'":\PFr 'PL;;(PL ;;(V :<', LC:PFr PT TI-=- I,/=-ST =-\r Cr PL;;(PL ST;;(=-=-T (PL;;(=-L ST~=-=-T (r) =-L=-YPTIC\ = :'41 r=-=-T LWIT ~ TICf\~1 1 LS=- Cr TI-IS SL;:(Y=-Y FY P\YC\=- CTI-=-;;: TI-P\ TI-CS=- ?~=-?p;;(=-r ;:-C;;: 1 :=-;;:TIrI=-r TC, I,/ILL p=- TI-=- ;;:=--LS=-;;(S SCL=- ;;(ISK I,/ITI-CL T LIPFILITY TC TI-=- SL;;:Y=-YC;;: ::> TI-=-;:(=- vpy F PrrITIC\PL =-PS=-v=-\TS p\r 1 C;;( ;:(=-ST;:(I'.:TIC\S Prr=--::TI\'": Tt-IS ?;:(C?=-;:(TY TI-PT vPY C;:( vpy \CT p=- ;:-CL\r 1\ TI-=- ?LPLI: ;:(=-:c;;:rs Cr TI-IS :CL\TY < TI-=- LC'.:PTIC\S Cr TI-=- L\r=-;;:'=;;:CL\f LTILITI=-S p\r 1 C;;: TI-=-I;:( P??L~T=-\P\':=-S I,/=-;:(=- ?=-~rC;;:v=-r PY P rI=-Lr SL;;:Y=-Y p\r C\LY LC':PT=-r PS SI-CI,/\ C\ TI-=- rP:=- C;:- TI-IS SL;;:Y=-Y C\LY TI-=- L\f=-;;:'":~CL\r LTILITI=-S p\r 1 C;:( TI-=-I;;: P??L;:(T=-\P\-::=-S 1,/1-1'.:1- I,/=-;:(=- YISIPL=- ;:-;:(Cv '=;;:CL\r L=-Y=-L TC TI-=- SL;;:Y=-YC;:( C\ TI-=- P:TLPL rpy Cr TI-=- rFLr SL;:(Y=-Y I,/=-;:(=- LC'.:PFr. \C =-X-::PYPTIC\S C;;: SLPSL~rP'.:=- 'vIC;:(K =-rrC;;:TS Cr P\Y KI\r 'vI=-;:(=- ?=-;;:;:-c;;:v=-r FY TI-=- SL~Y=-YC~ TC Y=-;;:IrY TI-=- =-XISF\:=- C;:- P\Y L \r=-~'=~CL \r L TIUTFS p\r 1 C;:;: TI-=-I;;: P??L;;:T=-\P\:=-S TI-=- SL~Y=-YC;;( vPK=-S \C '=LP~P\T=-=- TI-PT TI-=- L\r=-;:('":;;:CL\f LTILITI=-S p\r 1 C;;: TI-=-I;;: P??L;;:F\P\'.:=-S SI-C'vI\, '.:CV?;:(IS=- PLL SL:I- L TIUTFS 1\ TI-=- P;;:=-P, =-ITI-=-~ 1\ S=-;;:YI:=- C;;: PPP\rC\=-r 4 ?;;:I\Fr flV=-\SIC\S SI-C'vI\ C\ TI-=- SL~Y=-Y SL?=-;;:S=-r=- S:PL=-r rrV=-\SIC\S TI-=-;;:=- VPY F IT=-VS r;;:p'vI\ CLT Cr S:PL=- TC '":;;:P?I-I:PLL Y SI-C\oI TI-=-I;:;: LC-::PTIC\ =; L\f=-;;('=;;:CL\f rCL\rPTIC\S p\r TI-=-I;;: LC'.:PTIC\S I-PY=- \eT F=-\ r=-F;:;:VI\=-r "- I;;:;:;:I'=PTIC\ =-;LI?V=-\T p\r 1 C;;: TI-=-I;;: P??L;;:T=-\P\:=-S I-PY=- \CT p=-=-\ LC:PT=-r L\L=-SS CTI-=-;;:I,/IS=- SI-C'vI\ I-=-~=-C\ 7 SI-CI,/\ P\YI,/I-=-;;:=- C\ Tt-IS SL;;:Y=-Y, TI-=- 'vIc;;:r '-::=-;;:TI;:-Y' IS L\r=-;;:STCCr TC F P\ =-X?;;(=-SSIC\ Cr P ?;:(Cr=-SSIC\PL C?I\IC\ pps=-r L?C\ TI-=- SL;:(Y=-YC;:('S FST K\C'WL=-r'==-, I\rC;:(vPTIC\ P\f FLFr, p\r TI-PT IT Tt-IS '.:C\STITLT=-S \=-ITI-=-;:( P '=LP;;:P\T=-=- C;;: P I,/P;;:;:(P\TY ;:; SLP~=--::T ?;:(C?=-;;:TY P??=-P;;:S TC LF 'vIITt-I\ rLCCT' ZC\=- 'P=-' (FPS=- rLCCT' =-L=-YPTIC\ W, P'.::C;;:rI\'": TC TI-=- rLCCr I\SL;;:P\:=- ;;:PF VP?, Vp? \LVF;;: 1::>1J:'l:)1J:>'=, =-rr=-:TIY=- rPF S=-?T=-vF;;: :'l, ::>')):< P\ P:-::L;;:PF ZC\=- r=-T=-;;:vI\PTIC\ SI-CLLr F=- vpr=- FY TI-=- ?;;:=-?P;;:=-;;: Cr SPIr VP?, TI-=- r=-r=-;;(PL =-v=-;;:,==-\-::y Vp\P'==-V=-\T P'":=-\'.:Y, C;:( TI-=- LC'.:PL '":Cy=-;;:\v=-\TPL r=-\:y I-PYI\'": ~L~ISrI'.:TIC\ CY=-;;: SL:I- vPTF;;:S ?~IC;;: TC P\Y ~L f'=V=-\ TS FI\'= vPF r;;:Cv TI-=- ZC\=- PS SI-C'vI\ 5 C\L Y \C\-=-XCTI: T;:(=-=-S, ;:-CL;:( I\-::I-=-S P\f LP;;:'":=-;;: 1\ flpv=-T=-;;: PT F;:(=-PST I-=-I'=I-T 'vI=-;:;:=- LC:PFr P\f SI-C\.'\ I-=-;:(=-C\ n \C rC:Lv=-\TS C;;: =-PS=-v=-\TS, =-ITI-=-;;: ;:(=-:C;:(Fr C;;: K\CI,/\, I,/=-;:(=- ?;;:CYIFr TC Tt-IS SL;;:Y=-Y[;:( 11 PLlLrI\'": TFS P;;:=- ?=-;;:?=-\rI-::LLP;;: TC PeL\rp;;:y U\=-S. 1:> rFLr 'vIC;;:K rC;;( ;;:=-YISIC\ 1 'viPS :CV?L=-Fr C\ :</15/:>114 p\r -::C\TPI\=-r 1\ rFLr PCCK ,~~ ~ <~ , , c.~-!:..c.. ?P'==-S FCLf\r~RY If\CCf\~I~TEI\CIE~: 1 P\Y P\'=LLP;;: p\r 1 C;;: flv=-\SIC\PL rIS-::;;:=-?P\-::FS FT'vI=-=-\ TI-=- L=-'=PL FS-::;;:I?TIC\(S) p\r TI-=- ;:-FLr LC:PT=-r C::L?PTIC\ FCL\rp;;:y :C;;:\=-;;:S, p\r FCL\rp;;:y :C;:(\=-;;:S 'vIITI- VLLTI?L=- FCL\rp;:(y VC\LV=-\TS PLC\'= I,/ITI- TI-=-I;;( :C;;(;;:=-S?C\rI\'": :;;LPr;;:p\T rI;;:=-'.:TIC\PL vISS=-S, P;;(=- SI-C'vI\ C\ VP? Cr SL;:(Y=-Y ~PP~REf\T Pf- Y~IC~L L~E: TI-=- SLF~=-:T ?;;:C?=-;;:TY P??=-P;;:S TC p=- LS=-r PS P\ P?P;;:Tv=-\T -::CV?L=-X t~~EfVEI\ T~/R Ir-f- T -CF -'w'~ Y: TI-=- ;;:I'=I-T-Cr-'vIPY I\;:-C;;:VPTIC\ rC;;: Tt-IS SL;;:Y=-Y IS ;:-;;:CV TI-=- ?LPTS ;;:=-;:-=-;;:=-\-::=-r 1\ rPTP SCL;;(-::=-S :> p\r . PREP~REr FCR: ;;:pr'.:LIrr=- r=-Y=-LC?v=-\T -::CV?P\Y ::>4:>4 '.:L;:(L=-I,/ ;;:cpr ?PLV I-P;;(FC;;(, rL :'l4"-Q:< CERTIFIEr TCI ;:(pr-::LIrr=- r=-Y=-LC?V=-\T -::CV?P\Y '=L~L LP'vI '=;;:CL?, ?P ~[~~Err:R~<;fTlCEfl(\l>wIb~TE!:L \I, 1\: TI-IS SL;:(Y=-Y IS vpr=- rC;;: TI-=- F\=-rIT Cr ;;:pr:Urr=- FY=-LC?v=-\T '.:CV?P\Yj '=L~L LP'vI '=;;:CL?, ?Pj p\r PTTC;:(\=-Y'S TITL=- I\SL;:;:P\'.:=- rL\r, 1\-:: -- -- -- = AIR CONDITIONER = BACK OF CURIB = CALCULATED DATA = CENTERLINE = CONCRETE = CORRUGATED METAL PIPE = OFFICIAL RECORDS BOOK 8310, PAGE 2172 = EDGE OF PAVEMENT = ELEVATION = FIELD DATA = FOUND IRON ROD = FOUND NAIL AND DISK = FOUND OPEN lEND IRON PIPE = FOUND PARKER KALON NAIL AND DISK = FOUND PINCHED IRON PIPE = INVERT ELEVATION = OVERALL = OVERHEAD L1N1ES = (SEE DATA SOURCE 2) = (SEE DATA SOURCE 3) = PLAT BOOK = PAGE(S) = RIGHT OF WAY = SECTION = SET 1/2" IRON ROD. LB 5776 = SET PARKER KALON NAIL AND DISK, LB 5776 = SIDEWALK = TEMPORARY BENCHMARK = TYPI CAL = UTILITY POLE = UNKNOWN TREE = WOOD FENCE \_., "\ '1 , , ~)')-"; $ 77 BlOC SIt , M~NO~l~ ~~NO '? ~lM 5 Of ~ ,r\O~ UN\\" NO. ",r\t. \S~ ~ ,SR Bt.~~G' '27 Clt.~R '?B '20. -- -- -- ~ (PI ,P2) C)', v-.,\ t\. "~, I - I ~ ~t' \:) I, __ -- -- ~.~'~ -- -- -- -- -- -- ~------ ~ NW CORNER OF \ BLOCK 77 (P1,P2) R \ ClS~R\f\J ~ ,t. \ -- BLOC\( 77 5 UN" NO. '{ d~NO~l~ o\N~,SR. W' ClS~\' Bt.~Cr\, rG 45 rB '20, flOR\O ~ ~--{ ~G S'\O ~\-$\ 'DO '\~O --{ <00 CP~ SO~~ O,\X,\- 09J \f\~ \f\? ~ ,?G '? ~\) 1';' l(\~S C,?<O ~ ~~., ~ ~~ 'f.~ GRAPH IC SCALE 10 I I ( I N FEET ) inch = 10 ft. o I 20 I \'1- ~ ~~Q \.:. 71 o. ~~~ tp.~ ~ \~J ~ oJ \ '!l!O x 0.5' CONC CURB ~":;, ... x SPKaID FOUND X-CUT DAD'W, ON UNE ____ SEAWALL O,2'E [:>.SP'rI[:>.\. , 'tl/'.\..\.. ?J' ",p.SO~R'I PATIO 1.9'E ..~<:J X Q: ~ ~ ~ ~ (:) ~ f ~ ~ ~ ~ ~ t;3 J q. ~ ~ (' -- - LOT 12 BLOCK 82 (P1 ) \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~~ ~ ~ ,/ ~ 9 ~ ~~..-""" fCP": 9~ cJ:\ * 6- ~ \ ~'? \ ~ cP~C ~\ \ \ ....<::> * f.>." \ \1 \J 1\ EAST R!W LINE _____ I \ (P1,P2.F) I r /-.--...- _._.."~ ---. r I (--.--"'" " I' ,if., 'i ., :.,-----.....e......_.. r~J.-r-- ~~.J I c. C :::"'-:1 i o:::::t ',". [: "-1 :~ I Er: () (("'" - ') I ,) :;5 0 Q~iQ L_ J ~ B ., ,"---';..,,,-'.' -. . J ii '..1 co~c ....-..I ~J~ ~~ lO\ 7 ~':- x BLOC\( 77 5 N\' NO, UN\~NO 6tt~R\f\J~ ,SR, BS~Cr\, ,?G 45 '?B '20. flOR\O~ .,.. ",. Cl(~R\N ~ ,(t<- ..,,'1> f.>' X 1/ 77 BlOCf' 5" WI ,,1'10 ;i;~"~?\ \' :~Wl5 Of ~ Cr\ \j ",r\( \S~~,(R BS~ rG' '27 Clt.~t<- '?~ 20. ,,:0- X L fP\P P 'vIYLLF, ?;;:Cr=-SSIC\PL LP\r SL;;:Y=-YC;;: rc I-=-;;(=-FY -::=-;;:TIrY TC TI-=- PrC;;:=-SPIr ?P;;(TFS, PS Cr TI-=- rPT=- S=-T rC;;(TI- P=-LC'vI TI-PT I I-PY=- vpr=- P SL;;:Y=-Y Cr P T;;(P-::T Cr LP\r r=-S-::;;:IP=-r I-=-;:(=-C\ ~ ., = ..":;, f.>. x ( = GUY ANCHOR sgo = SANITARY CLEANOUT o = UTILITY POLE [!fl] = WATER METER +oO$> = POINT OF ELEVATION SECTION 5, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CLEARWATER BEACH, PINELLAS COUNTY, FLORIDA 1 TI-=- P:'.:CV?P\YI\'= SL;;(Y=-Y I,/PS vpr=- C\ TI-=- '=;;:CL\r p\r SI-C'vIS TI-=- LC-::PTIC\ Cr FULrI\'=S, ST;;:L-::TL;;:=-S p\r CTI-=-;:( YISIFL=- IV?;;:Cy=-v=-\TS SITLPFr C\ TI-=- PFCY=- ?;;:=-vIS=-S TI-=-;;:=- P;;:=- \C YISIFL=- PFCY=- '":;;:CL\r =-\-::;;:CP'.:I-v=-\TS C\ TI-=- SLF~=-'.:T ?;:(C?=-;;(TY C;:( C\TC TI-=- LP\f PFLTTI\'= SPIr ?;:;:C?=-;:(TY =-X-::=-?T PS SI-C'vI\ I-=-;;:=-C\ o @ "'Cf H'Itl :;;; Tt-IS IS TC '.:=-;;:TIrY TI-PT Tt-IS VP? C;;: ?LPT p\r TI-=- SL;:(Y=-Y C\ I,/I-I-::I- IT IS FPS=-r 'vI=-;;:=- vpr=- 1\ p'.:'.:c;;:rp\-::=- I,/ITI- LPI,/S ~=-'=LLPTI\'= SL;;:Y=-YI\'= 1\ TI-=- STPF Cr rLC~Irp, p\r 'vIITI- TI-=- 'VI\IVL v STP\fp;;:r FTPIL ~=-;U;:(=-v=-\TS rC;:( PL TPIP'.:Sv LP\r TITL=- SL;;:Y=-YS', ~[I\TL Y =-STPFLISI-=-r p\r prC?Fr PY PL TP, P'.:Sv p\r \S?S 1\ 1555, 'vIITI- \C 'TPBL=- ".' IFvS I\-::LLFr ?L;;:SLP\T TC TI-=- P'.::L;;:P:Y STP\lp;;:rS PS PfC?Fr FY PL TP, \S?S p\r P-::Sv, p\r 1\ =-rr=-'.:T C\ TI-=- rPF Cr Tt-IS '.:=-;;:TIrI-::PTIC\, L\r=-;;:SI'=\=-r rL;;(TI-=-;;( '.:=-;;:TIrFS TI-PT TI-=- SL;;:Y=-Y v=PSL;;:=-v=-\TS 'W=-~=- vpr=- 1\ p'.:'.:c;;:rp\'.:=- 'WITI- TI-=- 'VI\IVLV P\'":L=-, rISTP\'.:=- p\r '.:LCSL;;:=- ;;(=-;U;;:=-v=-\TS 'vIt-I'.:1- -::C\T;;:CL LP\r FCL\rp;;:FS ;:-C;:( PLTPIP:Sv LP\r TITL=- SL;:(Y=-YS' rp\p P 'vIYLLF ?;;(Cr=-SSIC\PL SL;;:Y=-YC;;( p\r Vp??=-;;: \~ :'Q74 rPF TITLE: ALTA/ACSM LAND OF LOT 8, BLOCK THOUSAND PALMS, TITLE SURVEY 77, MANDALA Y CLEARWATER BEACH, THE ISLE OF A CALCULA TED DIMENSION FROM STRUCTURE TO BOUNDARY / RIGHT-Of-WAY LINE = UNKNOWN TREE = PALM TREE / = FIRE HYDRANT ," ~. NO. SHEET INDEX 1 SURVEYORS REPORT, MAP OF SURVEY ADDITIONS OR DELETIONS TO SURVEY REPORTS OR MAPS BY ANYONE OTHER THAN THE SIGNING , PARTY OR PARTIES IS PROHIBITED NO. REVISION DATE BY 1 UPDATE TO TITLE COMMITMENT ADDITIONAL TOPO (20' N,S) 3/22/04 FTM THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FORESIGHT SURVEYORS, INC. HYDROGRAPlDC, LAND & CONSTRUCTION SURVEYING 14S61-B S81H STREETNORTH, CLEARWATER, FLORIDA 33760 PH. (727) 539-7196 FAX (727) 539-0888 LB No.: 5776 QUALITY CONTROL: DAW DRAWN BY: FTM CHECKED BY: DAW ~ ~~~: ~~s 102-78 FIELD DATE: 3/09/04 SCALE: 1"= 10' OF 1 1 SHEET ____ UNIT NO. 5 DANA A. WYWE PROFESSIONAL SURVEYOR AND MAPPER UCENSE NUMBER LS 5874 STATE OF FLORIDA FILE: 11333AL TA.dwg PROJ. NO.: 11333 <00 1><. C>.J'O 1><. ~. {..c) o 0~ '" 'f.. ~ "'\\...0\ -x..\ ? S\\)~'1..' ?~S '0:1-' o ? ~\.- ~ r;, t<' "'Cf HYO (,v~<o O'i'c, .C; '). \ (?I) \NA S\B-(t.. B-((\ (?2) ~\St..\\\ ~ 5\R(['1 (r) ?O\I'{ 05(\ S 50~(~' -- -- -- -- ---- .&.0 O~ __-- ~w CORNER OF \ BLOCK 77 (P1,P2) A \t.. R Cl(~R~ 0.," 1><. <>1 1><' <?) ~ t<' \ \ \~~~ .> :..-.\0. \03. 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"....~ .,.... -._-- - .;..--- -;7' .Jt7 I'!A.. ~---,\,\ n:,\,\CE o~.~ ~ -e; q I? j'-'o/6\-\t>.~ ~. \l """'s 'tf" 0 .... -0.6 n./ ". \,\/>oSo\,\R'{ s\,\EO \.9'S Co\'\c BLDG ~~~ 4.9'S ,OR'< ON( S B\.lI\J)\NG N\J:>.SONR'{ \1 " B,-oCr' 5" 'JI~ND ~L~ '{S~ND ~~~~ 5 f p.., \r\O~ \IN\\ \~ ",'r\t.. \5~A ~(R B(~~G' '2J CLt..~R rB '20. <:,":- X / BLDG 5.0'S o\N ~ ,(R CL(~'" SiOK< ONt e\.l\'-O\~G N\ ",so~R'( \...O'tlt:.Sl n-s~~ \IO~ t:.\...t.., 4.9 \Z ,7 BLOC 5 N\' NO. ~ A ~ND ~L~ '{ 0\N ~ \t-R I \\1\ Cl(~~' B(~C\-\. ?G A-B rB '20, flOR\D ~ SPACING OF POSTS TO BE 6-10 FEET APART FILTER FABRIC MA TERIAL dii~t~ltfi.ji ..... rt:. jt~' ,~{ L~ j f ;.....f " ", ."" 'I' ...' ,,: "'~' w' , , 1 b~"" f.{ ~~ . '( }..I.:'r 't 1 :' I, ~ '" ~r .'iit ,.~:' 1'." i, ,j, if", ,1 , .- }1 : J Jl. t~ItW.Httltr: ~.t } : ~ tl: I': t: 1: ~tl ,l'".t " -:;,", .w, (i il; It '1, ~, ',; .J "i 'f,; k id ';1 " I' , i'] n., hi,' ':1 IE' ,t :: ' 1l " r, , t'.. tf.. it., -~ t ,.1; ~ m .:r. . ~. ~i~. 11 t; '\, ", :-. '\,/' 'y/' , /, / //, ......... / /'\,7 ,/ /'\, , /' \. " ' ,"- )>>;~ . '///~" /(' , ,'<~<' ;/ .., FILTER FABRIC MATERIAL SECURELY FASTENED TO THE POSTS OR IF USED THE WIRE MESH \ WOOD OR STEEL POS" .J ?: ~ ~ ~ )7 CJ ~ T- ~ ~ ~ q. cP ~ y 'fu .-L.. ('" ~ J 7-8.0' OOC~' \NOOO . 7-1.4 , , '!;. ~:l- ":>~ "'. '\ ~ ~ ~ ..( ~ 1; ,,:>':-'0 ":>~ 1><.1>< X r:f> I>,!J "'. ;f -------- fOR ADDITIONAL STRENGTH FILlER FABRIC MATERIAL CAN BE ATTACHED TO A 6-INCH (MAX) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS BACKFILLED TRENCH 1lEY. ~ CORNER __ ,-:T ~~7\ NE CORNER OF \ FOUND BLOCK 77 DRILL HOLE (Pl,P2) i FN&D \ \ ,oJ' X >~ ,,0 '!l~~ ~ , DAlE ~ rv f:; <Y' \A-,~ a. ..... 'tIOOD \)OCIf.- d' 'V <J' .V'. ~ 'V \A-.'S ~ <Y' ATTACHING TWO SILT FENCES -.-- ~ ~ ~ I ,+ DIREcnON OF' RUNOFF WATERS ~ ~ ~ ~- PLACE THE END POST OF' THE SECOND FENCE INSIDE THE END POST Of' THE FIRST FENCE ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECllON TO CREATE A llGHT SEAL WITH THE FABRIC MATERIAL DRIVE BOTH POSTS ABOUT 10 INCHES INTO THE GROUND AND BURY FLAP CITY OF CLEARWATER, FLORIDA PUBUC WORKS ADMINISTRATION ENGINEERING INSTAWNG A FILlER I SILT FE'NCE' ~~.Y ~.~ 'to .... ~ 'V ~ 1ClFJ -'_."""~-- r0 GRAPHIC SCALE l~l~ 1 r .) ( IN FEET ) 1 inch = 10 ft. 20 I \ \ \ ,) ")'?J"" _,c, /. .....'f-;:..: N\.~ .9-: ,0 ,0 1>,;0 ,/ X '0(>0' v. ~ Th '\ ..( ~ ~ ~ t MASONRY WALL AT ~ SPK&D SEAWALL *- I FOUND X-CUT ON LINE I:("~. ~ j ....--- 0.40'W, ON LINE 1.l'W ~ _ . ~ :l----- SEAWALL __I ~ ~ ".\ 0.2'E ,~, /'~ PATIO ~ ~ , ,~ ~)~\\ 1.9'E CONTRACTOR SHALL ~ LEAVE SEAWALL INTACT ~~,,\ 0~~ 7 0/ 'i'-OO~ 0~ :. t>~ ,~ O. 0, ~ ~ O\f\ (/ ~ O. 0 (1:l /j~ t ~ '6",,;:9---> . V'X /'j ;-::; ~ -I c:n. ~/ ~ --o=t:. ~ ~ ~~~ .--r\ :v -:: ~ J ~ T ~~~. ',.> ~ PATIO ~.'/ 1.7'E ~J J IJ"9 <J' . ~ ..... ~ J.,O , ~ FENCE , . "~\?~:w,~ ,C / ~;~~~~ 01" ,O\J~~~ /T/ 7 ~ ..:- \ \3"4 'V Y L ^ U' ~O'l \ Ot.C\<. O,5~ _ - .~~ b<~~-- ~ \ - \0 \\ \~ \ 1>o:'J \ x \ \ \ \ \ ~ ~ ~/>oll \ \ \ \ \ \ \ \ \ \ \ APPROXlMA TEL Y 8 INCHES Of' FILTER FABRIC MATERIAL MUST EXTEND INTO A TRENCH AND BE ANCHORED ~TH COMPACTED BACKFILL MATERIAL /_~N~ I ~,;,",::f0 'II'::~:' ~'f,'~~{,'\, /}./ /V /).. ,'," '/ 1",/ / "," /~'I ~ /, ' ," 'L" 10 INCHES ~ ,(:~~ (MIN) "\,.1'>-" V",y'> '\., '//>~ ~<<,(<~ APPROXIMATE ~~ :Y>>'<~ 4-INCH BY / /~11 ,<<,~<,,<' 4-INCH TRENCH ';<:\. '\ \. '\. "\,~",~ ) " ';.) ;/)..'7/),;//': ~ I q ~ LEGEND ~ ~ EXISTING TREE TO BE REMOVED ~ TO BE REMOVED - - - - - - - DEMOLITION LIMITS ~ SILT FENCE ~ I\.. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENVIRONMENTAL TESTING REQUIRED PRIOR TO DEMOLITION. 2. CONTRACTOR SHALL REMOVE ALL EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING SITE GEOMETRY WORK. TREE REMOVAL TREE # SIZE GRADE 5" UNKNOWN 6" UNKNOWN 7" UNKNOWN 5" UNKNOWN 11 .. PALM 10" PALM 1.2: PALM 56" - TOTAL TREE REMOVAL - ..-.-, -- ", ." '....\ ) ,- ./.-- I ;if j c.) <: ! ~xj ~:~ t-~ ~ iC~~LJ) (',j 1[>-' J~~:: ;,,: 0 i I ~ t "'..,~_. -- :5 u a.. ~ I:) j ~ o u.. Cl W 0:: -< fb 0:: Q. LJ :::!: -< Z I- U W J o 0:: Q. NNN ::.:::::.:::::.::: o::~~ I=!zz -<ww ~::::E::::E 0::::::E::::E .....00 "uU di~ u..dd o u.. ~150 ->->- <.)1-1- OUU 1-0::0:: ww~ ::::>Q. (f) .;> (f)>W -~o:: ~~~ 000 ~ntd ('oJ........ ...;lritd 000 ....C'j1'1 C' VI I~: i, , ~ \, ~ CT') Z CO ~Qc.o ::g~~ ~OCT') O~~ ~ ~~Ii-i :> ~ ~ ~~~ Q~O ~~~ ~U~ ~~~ ::1 C\2 U~::g QC\2~ ~ ~ ~ ~ == < V".:l ~ ~ ~ ~ I--l ~ o 1-=1 ~ z ~ 1-=1 ~ Z o I--l E-t I--l 1-=1 o ::g ~ ~ W :::!: -< Z I- W W J: (f) c :J <C( > I- o . ZA ' ~mm "zo ,..ga' ;, fa.:g: ,::,: ';J:t:~':i ~z Vl~ {5i7j "~Vl' Vl <C(~ >-z co::> DRA~ BY:'<;"RJM CHECK BY: KEZ ORIGINAL DATE: 03.20.04 >- m z o 1= Q. 0:: u (f) w o ~ <( Cl ci z ISSUE DATE: 08.26.04 - CITY OF CLEARWATER SHEET ~ ~ ~ E-t ~ ~ ~ ~ ~ zl-=1 ~U --CII-0Z<Il ,N ...r Q), ~ ~CO" N ':. ,~, :~. ; :0-" . . '," .,;, . C\2 : ' '1\.'.Z ~;.~ ~ --" ",-::-. '" 0.. ", , , , , ""1, , 4 OF 1 0 \ " \ \ \ F: ,'; " ^'~!'Jc (' . ~ - i 1 <'" .i . <' }(~b? 9:~ -;. 1 ') lH ~.~ , \ \ \ l' Xl"..::;"7l\'{. "',C, "'\"1:, v'l;':, T::: F; ~;/-.. '-.) ,..,,,,,..-.- \:-.:C'N B" :::l>J,,'TAP"; ut '~~ ...~) " /' CUf<i\i[J~: Nf; r ro!.;/,q) \ .- ...~,\ \, :'11 (:)htr\F~F:~ or-- , \ '. \ ~. ~;,l; l'~!) l )r-~il i ! \/ ~t(..~ )~:) \ .?: \ ,/ \ " . . ......~ ~.~ t~:L(Y-,~/ 77 .~ Ul ~~ , " ~l [-.\ ,p,C: ,I, ,S", \ '~p ;: j !, \~.: '\ .,..,- .~ ") \ CJ \ ()\~r\< \.' \., r': \ 1>. "~;' , \"1 )1.\".-,1 ' ~./\ h l .-\\;~, C~\. ...,.~~~' -'~ :,'\,:l\ YJ'2.'1 \ (1 ,1.,..::1 \.' i), \~ \1' l,..., (. \) ~ ;:";~ i)'\,", ~_.~_. '):>>\,,\ )', ,<" \y:/' , ,IX'j' \ I,."'" \ \\ \., \ '~\ }\'. "\ ,;<i', , .' .i.' \ \ \ '(~f~' '-, \ \ \~ \ \ \ ~\ /' I \ t \ ,l,\\.{" ,t ~ 1 I \ \1.':"., I \.;\!?~ .~:\ .Xl.~,~_::- \~'\'A\''''''''~ ,/ \', \ \~ ':_;.. 1~~ \\\ \ \~ (,) ~'Y~" 1+\,\.", " \ \l~\,\'" f:(~. \",;~;\,V'''' / \ .,\':\\~-O'" x..;\ '\~:~,,\ \ '.~,' \, '\ ( IN FEET ) 1 inch = 10 ft. r-i'-J,~:;') \.{- l'~__".._~ ~. \". \ i}~ \ c.".-.\. . \ \-^\\., ,."../ f., \ " . t<.. ".I \1'4 r . 1.~.J\ -~-~.}" , r"t~ 'f ,f t- ' -:~ \~ ; , <;. ':,'>~:[~:;::(. ,,:,;. " \ . " (lj.;r~-- .\~. , \, -. \ ~ ./ 1 " V'.... l-.,', , >"-,,, / , 'r j ~ '. I ~ ) \ ,I, \ \ \ ',. \ I' ,:' .,':~ !:'~~ ~ \ i ~.~ :.:~:>' ~~~, ~~ f' .,' ; ~ \ \ j, ,...' }\).~. ~.' ,"P , -\: ';,~. \.:: ~ . , ;,; \tv t'~ t'.)F;!'1~:~: (li. SCALE i; "','-, ~.):" '. n. j, I J ,-;,;.\'.)'~ ) ." '.' \ (, , , . , (~.1 ! ,!:' ,'} ./ ....~/. \ 10 0 ~ 5 I 10 I \ I\i :'.1 .~; r~.\'--:': \:'1' ' , ~L, t" \e.t- \ - I ~ . . ~. . /" \ /' '\ '~\ "',- - v '7:) '~' ., //' " (.- ,')~.. /"" / .X/ >.... X"~/";. ...... "-""~'. /' \ \-.\. '...' k'" \\rf:;i';.;'>;: / .\? ~:::: .. / . \ ' / );~, ,,~~~>/-(::,\\\ /'/> I~'~:~;>,' / ':\,:~l\ 20t~~P"'WAl1R~ON\,0si~~T~Y TRIANGLE (TYP,) .;,e/;;"-,/. ,~~~::~t;<:~.:. ..-...' \ ,~:~\ \\\ " '~,; ':., \ \.;;.; _..-..:1< .r, \'" ...,.~,.....~- .\\{~. ,.--" ." ~,.....o'''' ~\ \ ~ .-- \\, ,,~\ 1; \~:l .... ~,,'.' " ('..' .,.. , ~ < \~\~\:':;}~'t, ;;: \,\ , . /\ .r ~ ..... , ,<, / \, '-, \~ '\ f< ~~h ,-~ \ \,.... \ , '. \"'; \J'\ '"I '/ X " \"., '\ <. ~:'...)"\ } \, .' A'lr'. - - ;-~,~.-= - :.-.~.. .. . 'or ,.... \ \. ... ., '-'I \,'\ .?\ ',. , , .' \\ \~.~.~ \ :. ~~~ ..' (,. \. \., .\ .", ;~~~ r,}\ , ~ ''; " , ~ .... ',' ,:..C:;-,:, ".~. " ~.) h f:: . /', '-;~,I ,I;"~ '\ \~.o..-' ...r.r" ,.'/~.>\~ <,;,(,\i~';;' \, ~t~~ ./.,v \ ("l' /."'-"...' .--'''''' ,;/."\ \ ,./' ' :.. :::_....rYPIC'AC"COLUMN LOCATION ,; 'f~\~\C~~ ::~\\::; "EXTERIOR STAIRS\~6~t:' .-..~'-' t 1~~F~;: i lJ,~~~~ FOR DESI,~\N} i y::,r J ,.' \ l> \. \ "~,:'...',.'\,\, . c~\" , ' , f ,,~ -f'. \ \ '0. \ \ . ., \ ",\9.&& ...; , ~'. \\ I~rl >--;;:>, :'J.( , ... '..: _..,,- ~~,..... - "" \ i"! \ - v,~) "\ ~~ ";r"V~'l j:...\,. '. , ,- \. \ I, \ \ \ \ \ \ (') CON TRACTOR T~.\ RECONSTRUCT TOP OF SEAWAl:\;' TO t:LEV = 5.00 t_,'I:J I,; \\ ',\ \\ ....-..."..AfII"'\\, / , " \~,. :.~} ,v , :x: t}'-' . ~,,~; ~ A~' ~l( i" ~? -.. "'.-.' :.' ~.\ \ \ "1<' ...~ ~........'''' 5,'x1~' ARE-A"FOR DUMPsltR'i;6NNECllON ..- ./ \ \ L~'((A llON I \- '</ \ ;i'I \i"1 ,-,.... ~"\ "\ ~\_\ , ' ..~. ,,,(f';, :,"'-' \ \ \ _.y''''' ':;~ .;.:. 't;:\ v .' \ \ \ \ ~ 5' \CONC.;~SlDEWALK \ ..,..:. .r::.:~~~" ~.' __,~pr'.-- /"5' GONC.$JDEWALK ." ..:;~~,~:{ \ ,.\.c .,.~ C' (', C\"~ "\'J ,),., \flOI.., ,'" 'f/ "1'._.......-- ..' 'J),. ~.' ' (,2) 'tiANDICAP , RAMPS PER\FDOT INDEX#304 .~ , \ \, \'v \ (TYP.) \ \ \ '0; i ENn. t):,"': ~ '. j \ ~\ \ \ \ \, \ \ \ " '., \ \'\" ~\' ~ . ' \ r::" ',' \," ...~\\ .. __ ..,k'" \ 'NC'D',:' !~~<:::; ',_ ItxTt~dR ~T,AIRstSEE"-" '--. \/)l\I,ARqH'i.P~AN-~-FOR DESIGN), \ ,! (:', ,I' \ " ".1<, Ll.D.., , 'i:l j"." _, ATTAdorJ..B'ABi<....UJ;l" MIRIWll' ,,' 0)',' i ';' i ';~\'\ TO GARAGE WALL \ \ . V " ;.:,,'") -.... \ '. ~~ ?:" ' \ \. \ I:: ~ O\~~~ :~ '.,....:\ \\'" \ \.\'~I:1 \ \ :;.: ,,.,\V' START OF 6' HIGH OPAQUE\FENpE ',,:~\P'."I' II' \ j ,. ["'j C ~,\/ I",: '. \ \ \ __'11""}\ 'I:' ~. \ rf'" '(;-i \ , \ \. . (:\':/\~'\ \~t.\'~ \ '::~ It"" \"~ :J . tj~, (., ';n:~ ~:i'::r \:.w. .. . .,' , f ~ t.(, /' / ,,'iy) , \ , ~r-" '.' \ (. > t, rll).~ ,i\Hln~: ", .~, ,."""\ , \ \ \ " .. .AI, , \ \ \. \, \ V' -":,, ; \ \ E-,LCn:~ ~ \f\t.: ~ . \, 6~ $fISH OPAQUE FENGE\~. -: ',~~J\\ :),>1" \ .-_--:\ -'r " " :' :~,~ ;()\ ~\ \.,1 , -,.,..,. ,/ ~ ,r :....' lV' ': _ " .\ , \ \/;~~~.~~,:"~ ' 'r \,..-t. ~, 9~ \ \ j~;:lf1 (t. './..~~:. I~_~ \ \ , " \ \ , \ ~;~? :::, 'f, 1"; h., \ \ :l. ,<.' ~~,:. ;j 1.__,,~; :l.'~ (: vV '\ =: '~'lC ~: ':1. ,.~ ,.-'''' I ~."'~)~~~.' ....;(", \~(; ~ .j; 'j" -~"~. \, :'-.\~l ~~~i- ~ " \< \ \ 1 v' ...."~. \ \" ... 1_ r ,l .~~ \ \~"' iL.Lh..> '..' ",,,;;"::':\"\,'\-" \ ~ ' __t...~--. _ ' ", \,', : ':;:: ", ... 1 J .,,~ ~~ \ ~(, \. .\\J ~,~., i C I..)\~'~' \ i \. j / -"~I:~'f '",!'t:\ " ST~AlrHT CURB (TYP.) \\ ", )i~f .,.....'---.- \ ',J / 0",.,., ':' f ~ '" , '1 ~L ':,~::) 2Q:~~O' SIGHl')~SI~ILlTY TRIANGLE (TYP.) ,,:;; :;', r, \ NOTE: "QBJECT$ WITHIN THE SITE DISTANCE'tRIANGLlE;S \, MUST NOr EX4EEP 30" IN HEIGHT FROM THE I \ \. PAVEMENT (T)f'P.)' \ I \ \ i I' \, ' 'i \ '. 1 ,) 'W\ '. '-:> /\ \ , \ \. ~~ :'\~~-c~\l) ~~, \. \..-",., , \ \ , \'.I( :\.~ .... , \ \ i \ , f~ '.'f\': ~ .~~\ !'-- ' ' ') \j "':-:' , I \ \ f~'~1 r:.~) !..y'(', \ II, ;. r:: \J\ i- t- \ ~ t' \t' \~CJ\r< ~~~~. ~i'::'\ ,\ >: '-, ,"'\ r~ (~~,{~ . -....-..~ \ \ 1,,::1,\ i ) ( , ' I..' ,.~ .__ \ '\-; :0. \\ I i\..t..,l \- \ c\ \ t /\\"0\ I: . . ,c h. \ ,\ '-' i\~" I"' '\ \'\:?~::; y , \1, (.....\ \ \)i ~)y. i\\.~'\ \ l '.' '\ -'j \- :~ r"', ",' '\.....\~: ,) ,~- r' ," ~,J \ '\ /0. [': I, ~, r' \:'., . \ (\ :-".\,..1' i~; r ,I,. ~,!..~:. , .~...~ . , , \ , \ \1 {. - - \" "'\ \ r,lf'" ,~>//' ~, ," J" j/ ' .,-. ... -" , i / " i i " l\ j, ! ,~,,,,. ' ::, ',:;. "'~ <; -... '",.,.... ./ .: ~t. ,.; r iv' /\N :0011\:':: (F ! . F.' ~;,. .~':.:'_ \...1 I ; '~1 , ..~"..- /j' c'~.) '. 4....'" -' ,,:' ~ ..., ~~ ;'.,:' .... J"t'~:'0;:' \ \ \ \ ,...~ ,"-:;"c to' , .c ./ '< \ / 20 I \;:", , \ ',;., r,l')\) ..\'0\" 'X \)~)\_A \ ..~. \ ~\ \ t". ,.x . \ .J \ \J' \ ;; \, 'v .:i>: , \ .;'w;.,.-..' (.~.. ;\" ~.;:;. I\:-~_.~- ,,, ".; \ \ \ , \ t., " GENERAL NOTES: LEGEND (TYP.) TYPICAL -..-..-..- PROJECT BOUNDARY ~ EXISTING TREE TO BE REMOVED :\~'~.:;.~<; '..~~.'~.:::~,; '::' ~.:~,>., PROPOSED CONCRETE PARKING 1. ENGINEER/LANDSCAPE ARCHITECT: 2. SITE ADDRESS: PARCEL ID: ZONING: 3. PRESENT USE 4. DEVELOPED USE 5. TOTAL SITE AREA 6. SETBACKS: - ..~, 7. ALLOWABLE MAX HEIGHT PROPOSED BLDG. HEIGHT KEITH ZAYAC & ASSOCIATES, INC. 101 PHILIPPE PARKWAY, SUITE 205 SAFETY HARBOR FL 34695 (727) 793-9888 Bus (727) 793-9855 Fax 669 BAY ESPLANADE CLEARWA TER, FL OS/29/15/54756/077/0080 "TU APARTMENTS CONDOMINIUMS 6,479.00 SF REQUIRED 1 0-15' FRONT 0-10' SIDE 10-20' REAR 0.15 AC PROPOSED 5.69' MIN. (TO PAVEMENT) 20.23' MIN. (TO BLDG.) 4.00' MIN. (SOUTH TO EXTERIOR STAIRS) 7.56' MIN. (SOUTH TO BLDG.) 6.72' MIN. (NORTH TO BLDG.) 10.00' MIN. (TO WOODEN DECK) 22.70' MIN. (TO BLDG.) 35'-100' FT 51'-10" FROM FEMA LINE TO ROOF MIDPOINT 8. SOLID WASTE DUMPSTERS WILL BE LOCATED IN BUILDING 9. LIGHTING WITHIN PROJECT BOUNDARIES WILL BE ATTACHED TO BUILDING AND WILL BE SUBMITTED AS PART OF FINAL BUILDING PLANS. 10. EXISTING BUILDING FOOTPRINT AREAS = 3,144.30 SF - 0,07 AC. 11. ALL DISTURBED GRASS WITHIN RIGHT-OF-WAY SHALL BE SODDED. 12, ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS 13. FLOOD ZONE: THIS PROPERTY LIES WITHIN FLOOD ZONE "AE" AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAP NO. 121 03C01 02G (ELEV 11) DATED: SEPTEMBER 3, 2003 14. A COMPREHENSIVE SIGN PACKAGE WILL BE SUBMITTED UNDER A SEPARATE PERMIT APPLICATION. 15. ALL SITE LIGHTING WILL BE ATTACHED TO BUILDING. NO FREE STANDING LIGHTING IS PROPOSED. 16. THERE ARE NO UTILITY EASEMENTS IDENTIFIED BY THE SURVEY ON THIS PROPERTY. 17, THERE ARE NO ENVIROMENTALL Y UNIQUE AREAS ON SITE. 18. A. B. C. E. F. G. SITE DATA TABLE: TOTAL SITE AREA: TOTAL OPEN SPACE: BUILDING FOOTPRINT: SIDEWALK/DECK/PAVED AREA: TOTAL IMPERVIOUS AREA: PARKING SPACES: ,/ (;~J~ \ \ I, ,;:\'\"<S-:!iv..,'.\ ...... ",,"/"\ ".".<'\ , ",.J . - \ \ "".;, ....' '\ ~~,{> . / \" ' '((, \ , ' \ \ ./~,,~ \\^ \,\. ~~~~~~\hOLLECTlON , \ \ LOCATION \ \ \ \ '\ , \ \ .1:,,9,... . ...~,- ~. ::.:~\ ~~~ ....,....' \ \\ \ \ \\ END OF 6' HIGH OPAQUE FENCE \ \ \ \\ \ \ \ \ ' \ \ \ \\\\ \ \ \ \\ I \ \ '. " \ .,')-' \1 \ \,'~.., \ \ \ .)'i"'\" '\\ \ i- '\ \ i......c \ J>...' ,\ \ ~ \ \ \){ '-".\ \ \ \ \\ .~\ \ \, \ \. 1'n\\ \ \ 0\ I \ \ 1,\\ \ \ .,.\ \ \ \ -:;; \ \ \ \ ~ \\ \ \ ,\ '\ \ \ \ \ \ \ \ \ \ \ \ \ l \ \ ~ \ \ " \ " \ . \ \ ~I \',.1 \ \ \:x ~ )' ; \ \ !')..-; \ \ \ j ~" '\' , \ \ \ \ \ \ \ \ \\ \ 1,,1> \ \ \ l( \ \ \ \, \\ \ \ \\ \ \ \ \ ' i \ \ \ i \ \ \ '::':'\,:~~ !l.(;.}of h:".I'" H. VEHICULAR AREA: I. INTERIOR LANDSCAPE AREA: J. MULTI F AMIL Y UNITS: EXISTING: 6,479.00 SF (0.15 AC) 500.81 SF (0.01 AC) 2,749.00 SF 3,229.19 SF 5,978.19 SF (0.922 ISR) 6 623.18 SF 219.64 SF (35%) 8 PROPOSED: 6,479.00 SF (0.15 AC) 1,918.71 SF (0.04 AC) 3,193.22 SF 1,367.07 SF 4,560.29 SF (0.70 ISR) 6 532.23 SF N/A r' '''' 4 (27 UNITS/ACR~) REQUIRED: 10,000 SF 323.95 MIN. 6,155,05 (0.95 ISR) MAX 6 (BASED ON 1.5 SPACES/UNIT) N/A .. ~~~fH:~J;lp l1~:UAC') . , ! . J' 2 4 ,.iI' u ~ ~ tY) CO QCO <~ otY) ~~ ~~ ~ ~ ~ ~ U "..rt ~ E-i Z r.:..::l ::g ~ o ~ ~ ;> ~ Q j:::il ~ ~ C'J ~ ~ I--t C'J ~ U Q <r: ~ ~ ~ o ~ ~ < ::c: ;g ~ < ~ == < 2 j <r: ~ I--l ~ o ~ ~ z < ~ ~ ~ ~ I--l (f2 ~ ~ ~ ~ <r: ~ ~ <r: ~ z......:l ~u <( (.) o ...J I- (.) W ...., o 0::: Cl. Lij ::t <( Z I- (.) W ...., o 0::: Cl. Lij ::t <( Z I- W W J: (f) NNNNN ~~~~~ >- [II (f)(f)(f) ~I-I-I- Zzz <(WWI.&J(f) ~~~~~ O:::OOOI.&J <((')(.)()::E d~~~8 ~ddd~ lL.lL.lL.1.&J >-000::::i 1->- >-() Ot::t:!::ffi O()()()ll. I-ffiO:::O::: . WCl.~~G:i ~>:>:>O::: (f)1.&J1.&J1.&J -0:::0:::0::: -.t--.t--.t--.t-'<t 00000 ~~u:>C\lo N~~.......... ~ll'iu:>""':od 00000 Z o F Cl. C2 (.) (f) W Cl ~ <( Cl ~"" '<t1O o z 1t:l&J> -(I)-ozen 'f......,,\ DRAWN BY: CHECK BY: ORIGINAL DATE: ," RJt.1 KEZ 03.20.04 SHEET 5 OF 10 ISSlJBbAt~~f~~.Q~ - CITY OF CLEARWATER if I en '. , \ \ :L '; (, \, ;J> 'cJ'J ~ '\ \ ... \ f' ',' 'tJi \, \ \ \ i--:0... v \ \ \ \ \ , \ \ Ti t,", ,(,'.,;,r:::':: \, \ \ \. ," \ .;]"11' !1~:, \ \ i',t~C. :~,.l F C: r!~:~~L<~~ \ 'lvi, T;:-o .:;E!=-?\'l<>~: "'1' " : ~ I". \., J :(' G,l\:') ~;[J(\/!G[- .' \ " \ r_,H t" ~ \ \ ,-',.f.;,] ',\,' , 1 ~ [ 1 .,'1 , :l ~. \Cj~:" '\'\ '" : t" r '(I' F' C.\~\: ~:;, ~~:"J'- . ~ r\' ',-I'J!!'i;\F'1 ! !t.!!' '''-. ':>J' ".? i / " ,; ...., fL WOODEN DECK WITH SUPPORTS SODDED TREATMENT POND PROPOSED TOW- ELEV=5.00 PROPOSED WEIR ELEV=4.80 T,O,B. ELEV-5.0 EXISTING TOW ELEV=3.19 I MEAN HIGH TIDE ELEV=2.50 I I r~ I L_~ POND CROSS SECTION B-B NTS BOTTOM EL. = 3.50 BOTTOM EL. = 3.50 POND CROSS SECTION A-A NTS / , / " '\ .......... :'~[ COf-~h:::!-;; ')1 ~1' (;,0< F/ (P' J'\'~) \ ;' \.i ~~;;;~, ;I"'/"{ "- , ~ \ F~J 8t,[; '~ \ \ \ ;'<.n.p~u {j:::IU. Hrj( J' \.' ,. "'\ ~'"\ ~> \ ~ ..' , -~~,....~ .--,' 1,\ ''', -'1 r--('\I I' n\..,ju" 'f \A (.,'; \\.\ r,'c',t;;' ,"C L;' \~) ," , -,\\Ji\~,)\).)~;~\\"1~' (\F />,'_) ,\~;,\ ,:,~ c: \. \ ~ 'J \ ,,\ ....... ...... ~) --I \~,,: \~~' .. (} <-.\ ~.. :1 ,;. \ >:: . \. ,), ... <'x ,.~ \" 1.) \. .~\ x: \~ \ ,< '" ~. \ \ , \ \, \ -- " \ r, ...~;, \ j_~. ~_.:~;~~ tP \. l? ~i) '\'\1.; "~' 'r r. , i \, , , i ,..)' '\'.;\' ~,) "".::",", ',':::,\." \' '.:,CJ~'~;\ c. \. '. \:,; :",\ ',.~: .~.'.~. . ~ ~ x ( \:.' 51 '<;.\. 'j}-;;" (:~~)\ '\ {. "',.){.-~~. ' '~:v-....~ . ! \.\-.......... \ \\,; (7 \;';,1, ~':;C\.', , " "",1...: 1 \ ('l\'::~1,(~:t ,:'\ r \ ",:-,:,.\ " " . " \ \:.' \'.~ ! ~'... " ~.' ,. (;>J~ ,- , ,:/,/.01,':' '\ ,'~::' ~ ',{ H,;j--H f< :'! vV . , ~ ' :]!..\~i'~~'" ~77 , ,-" ,J~C" '; ;1 ';~~. /.\ If'" ;-").); 'r-.I,.;' ,. f- [ \ f I -"..~.. ;', 'J:.i" / \,:. ,1 ~ ,1\ , 1, !~ ;" -~ ,,' . \ \r , ~ ~,' ! ; '>< "~"', ,'~' >,:.. \ ."",'\\\<" ',N, \\~~~~[; , \\ \. STORMWA TER TREATMENT POND T.0.B.-5.00 BOTTOM ELEV=3.50 OVERFLOW ELEV-4.80 " ." I \ \ '. \ ,\ \ \ \, , .' \ \:\ ,~.,'/\. \~~:;,"',~ " ='. ,--\ '- ,/ / , :':':~,.-../ -~,...~.~.. ~ ~~" ...,....../,)\ ..:f )( . /:~'\\, .6..........\~... '\ 'I, \. \, .,' ~ \ ".' ,-"'\ -;,'.'.l;/~__ .. , ....' \ '.':' \I"~ x~' '. l,11- x". /,tf\\' \>~\ " '\ y.. -- . - _...~--- \,".:,'X'''::---' ',,' . .... <. , :6 :X' ' '.J ,f '. \\-' .',", '\...~ ;,.' "V:.~,' ,,' /, ..~,. . , (()'~~~' // ~\:r, ~' \.(.~:-\l:-' '. ~ ' . 'y/ \, ,r,"! .b'< _..-.x., \ \~~.\ ~ .' \,\ \ \:\ / ~' >'-< ~>~. :<. ~{, ..'- <-:'') ~-,. ~) ) ." -r''', MES INV=3.50 .(.,1,. \.)-..... ..'~ ) :~~~::i' \,; ,"- -,...~ -,.-- ..<~-'\':"- 3.0FT WEIR NOTCH o ELEV=4.80 IN TOP OF WALL v'"'' c \ '\<" ,'j .\_.\.. ,.:,\.,kd '..." ~.' ',I.~,' C..Y'!t.." {,,:~ 'x ,~. \,\ ',,,< ~...~<- 1..~~/;)n i":.' ,,~' '-r \ >\:<~~;\:;~/ .. ,,.;C ' ~:-"iEMPORARY SILT FENCE i Ii:,: ,i ,i'A ',:i: \\ ",', LO~1JION (TYP.) t , {. ' . ,> . ~ .) , ... \ \ x: '\ \ ()'\ r:1 FLOA TlNG TURBIDITY BARRIER r~<:~\~.~\.\t:',\. '\' CfO. f.~' RECONSTRUCT TOP OF EXIST. SEAWALL TO ELEV=5.00 \ \\ \\ .\ ,,\ ,.... .-r'.\.,. ,,' \? $ ,.....-> f" >< \ ,1 :~ \ \ \ . . " . ~ \-"~.; ~;' \ .!, ,("C)\o't'.\_\ I' :)' " ~:' \ \ .,,\ \ , " .~, \ i ~~~ \ \ ;-"- \ \ ,~. \ \ \' :, 1 \ \, .~, '.I' / ,r, ~f: '- \ \ \ .....-,<-. , , , ....\ ("\ \. 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X. :}, \--, ,,~ i \~J ~. -- '-i>''''@~':~;J-~'' ..-- ~-~\'..'I~ ~~.~, .' . ....'..- ... . / \ \ 1 I /:.' I ~:' i ! l J I ,{ ! ',,' ;,~ '~. ~ \\ \ , \ \ I \ \ \ , , ' \ \" '. i .,j ~n ~" \.) ;\\.-\1\ :;~ \~ \ i:.., . ,). ...: ," ':') / \ \ \ \ I:.; \.~ \ X ,,~ ,-0 / t, ,l;~; "{ \J p~. \ '''.,." ~- ~, , ! ! ~''1 --/ ,I I I ?\..C(.:':". \ /.,( I' \"~ \) e\ \.,,~,' 1 ,-. t\ ':.' ~~ :-)". ,,\ \'.,,1..',... r1",' , \\.\ C.J'-' .. I ., , t'~ r' F\ . \ ',\.:, \,;\~.l ".~,\ \: ~), \");..: !.\1..../1 \~ ,i\)~,;:->~;'; ;<\ \-.';.~, :~',~)', ',') ':.' ", y) \~:i ::.:} / I , \ \ \ --~~ ;:><:., ()" f, l:~ i-" t~ ..,..... "..- / \. ,.\ " " / ,. , / \ \ \ \ . .. ,"f \ \ \.. \ \,,~'.-{ , -.' / / " f..<.>; . '''--/ , ~. ,\ '.J ~ /"< ," . //' ...~ / ___ 'I' I I "',,~~:~~ i. ,,,E' ,/ . ,,;i:'~-',-,:((<-;,,/,,/, -~..... _,,_I',: ' I \ ~t';.. ~', ;.1, '7 ~{~'\ ';0 !V- _~ '<:"" , \ \ \ ,A \~ \ '. \ \ ., \ ., \ ,,'}' \1\/ /~ \ ('~) ,,('olJ. ";f'" .:J:. \)oc. . '?'.. '; ^-., I. \ ..)~ \ '\0' .,---J; \ ;1oC~ ..-~ " " 11,' WOODEN DECKING ELEV=5.75 \ v' '; \ \ \ \ " .. ~_l-..". ~ "J \ \ \ ':; \ "\ \ .. \ " \ '., \I\, " GRAPHIC SCALE 10 0 ~ 5 I 10 I 20 I ( IN FEET ) 1 inch = 10 ft. LEGEND TYP TYPICAL ~ PROPOSED GRADE t< ~ h EXISTING GRADE ~ EXISTING TREE TO BE REMOVED ^V'V'v SILT FENCE AND FLOATING TURBIDITY BARRIER PAVINGl GRADING AND DRAINAGE NOTES: 1. SEE GENERAL NOTES SHEET AND DEMOLITION FOR EROSION AND SILTATION CONTROL ALONG WITH GENERAL NOTES. 2. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK (TBM) LOCATIONS. 3. 4. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED IN THE LA TEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS. 5. ACCORDING TO F.I.R.M COMMUNITY PANEL # 12103C0102G THE SITE IS LOCATED IN FLOOD ZONES "AE" (ELEV 11) 6. ALL DISTURBED AREAS WITH IN R-O- W SHALL BE SODDED. EROSION CONTROL MEASURES NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS. AS PROVIDED BY CHAPTERS 40D-4 AND 40D-40. F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.129, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. -' ",.. .__.._~~v"." J / " 'to) I, I; ~ 0.J ':) i . '') i I r \ ': I J' l j ; t ~ I , "'_ ~ i= ': v 'i- ,~__J ~ ,_-1 L~_._) .~_J' U ......:l ......:l ~ E-i Z ~ ~ ~ o ......:l ~ > ~ ~ ~ ~ ~ 1--4 ......:l U Q <r: P::: == < ~ ~ ~ <r: ~ f--l ~ o ......::l ~ Q <r: o ~ ~ ~ .....:l ~ ~ U ~ N ~ N 0':l CO CO ~ 0':l ~ ~ \ .' //,.,.' :,-,' .\:;~~~~'/ .,' \\\. \ \ \ \ "~I:) ~- \ \\..,.\ " \. " , \ , \ - . ~. \ :,1;. ($) \, ~ \, .Ao.. \ "~'"~ 'n, ~ \ \ )'~ \ \ \'';/ \ \",\ / -\; ~ " ' \, \ \ \P .' 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(/) w o ~ <( o d z NI"')'<t1fl O::LLl>-cn-OZcn 6 OF 1 0 ISSUE DATE: 08.26.04 - CITY OF CLEARWATER NNNNN :::;:::::;:::::;:::::;:::::;:: ~~~~ <(LaJLaJWI- ~::::IE::E::Ez e::::::IE::E::Ew <(ooo;:!: UUU::l; dii~8 15ddd~ ~~~~a u~~~ffi o(3(3Uo.. ....e::e::Q::> wLaJLaJLaJw =:>0..0..0..Q:: ~>>Gj -~~Q:: ~~~~'<t 00000 .tl"'$r'<cio N.-N.- 1"'$1ri.o<cioo 00000 " h ,}! t.!) \ ,~ '-, \ \ ,,-' \ \ \ i..J" \,1 \ \ u~ ij': " \ ,; \ ,~?j.\,r' \ " \--. \ ,.- -.,..-." ." ~~:( \ ~;C .e, ";... \ \ \ , \, \ ., C)\:' ~'i' ~ \_<1 {-~. \ .~-- > ,r \' , \ ::E (.r)h'"~H'.' (I~ ;. ::;lJ!.! ;:: . 'C:'il,J 11(1" . .'~ ~~ ;:~:_J~h=.L ~., 7 !:-.: p.:) " ., (r~,... ;:~';, ' \"=-" \ ~"" ~ ~.. \I "' <~~\J"2.i \ \ \ \ \ \ ;~' \:~ \ ,L. ,#4' .~. \ r/ .;:> ,:~\ .,:r:'," ~. \ - ",', \ I . >j&X1 '>; , , \ ~=:l\._~t. ., .~ : I " "I ",~\' \ \~~_ i\ \:' ~_. 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'; ~... r~ ;, ') - (1) DDCV WI BYPASS METER SET BY CITY & D.I.P. FIRE SERVICE Wi (2) 90. ELBOWS 77Lf\\, - 6" D.I.P. SAN. SERVICE .}'c 1.00% MIN. ,;\ {f" 22.5. ELBOW ("; '\.(\ '17 ':'~\ ~;.. " ',~"', , ' \ , \ 1-" \ (' 1...1) UJ " . -, '17, --- 1'"(.' '<I (.;: \ ., \ ...,,,,. 1 12" stAND 'B1PE -<' \..' , (j -' " '" 1\: , 7 ~~ CONSTRUCT WYE OVER EXIST. a" SANITARY MAIN .........-..-i"l,r; ~,\ :(Y.. \11\;(:1' '." . 'f: 1._~~... r SAW CUT, REMOVE, &; REPLACE EXISTING ~SPHAL T (1) 6" TAPPING ' SLEEVE & VALVE INSTALLED BY CITY AT APPLICANT'S EXPENSE (1) 6"x2" TAPPING SLEEVE & VALVE INSTALLED BY CITY AT APPLICANT'S EXPENSE : ',Lnt'j:,; ~"'\ , , '....-. ': ' )\ ,\~,~i}" 'v' .. --~- \ :::-',-' \, L) \ ',S'\ \ JI I 1;. \ \~~ " \ \ \ "\ " .' .' ,....r .C\I{i:"~! ~.l.(~ -~ ." ....-..-.... ...~)... -' ~, \, '.. r:i'.IJ'. \ \.... I)' ~ ) ,,-\-... \- " \ '~l \ L ,l' I ~. ~ ~: ,l . . " \71' ,,H' -,..... j ",', \ \ \ \\ " \ ... 1:'/ / \ \ (V'<;&'~~4"x6" ~E \, \. "(1)4~G.V., '.. '.:\ ',1\\': \ \ \,: \ './\./' (1) MtTiR ~)~AGKrCOW _/ PRE~~p~J;~~:lNST ALLEl\ ' ,,- I \ ", \~ BY CITY \ - \. \ , -. \ / \.1",:6;;,,: \~'",i,p" , , \. \.: \.';.j. .- \ ,:J ~\~~~ ~~ \ . \ (;\\"r' . \ .. . ," ~\U\"~ r:i 1'"lf', '-f:.(~' , , , \ \ \ \ \ \ _~-r-' ;:: ,'.:' ; ! ~=V" '-:\, 7{~l 2" D,I.P. POTABLE WATER SERVICE INSTALLED BY CITY v,'..\. , \ , t:;~:~": \~ r'\,l L-;~,,[>::, I\',~;:i~;II\"\ ". ,i';. J. _), ;'J .;, ~.} S ~ .,:5) :.[ i " ".. ,-,_." "\ \\~-- . ''--';:~\:''l' 1_;" ,~(~..,\J 'I" -\ '\N.f:",\'" ,/ \; '\, \ " "" .~. \ ,', I ! ~\ \ ~, , ." ) 'J! \ -"" ' - \ <:~: \ -::~ i'l '-., -j I ".1 ':')"'J ,", "~l) E .11' J;) " , (1) 4"x2~' TAPPING SADDLE " ,r"\:"" \ \h ' \ \:.(('.'1' '~"'~'" )o:~/^ \ \l\ '" t:)." .. ~ \ ',' ~..l ..' ? " ~",," ." ", (<~'\ \ ,,' ~r \ \ ',\, ~} I.l'~-.. s"~ , \ ~ . ""'(1) ~"\STUB '\ (1) \~'\ G. V. , \1 \ " , 1.. '1 " \ - ,,~\ \ , . i ~.d I J -~- ~. 1.-<: \ j' ~ ''2''''PVC REClJAIMED WA lER SERVICE In)l~',\,: , ',t. i\ ~~,,' \ CI\'-:\'C\ J\ 'I \, " ).Y', l~, .il<. '. \ \ , \ k -"" I ": \ } 1 " '" ~- ,. ! 4'; ,/ t\ ~...'\ .' . '. , {~ ,::, ,,:;;'1' ,\ \,-j l . , ' ,--"" , '\ \. \-~ :: ,\ 'r: I:' \;~;' ,;' j i.I \ ", ", ( , ;. ..' ..... -, " ~. ~~ \ ..:.:,'.:1:; ,.' ...:." .~... "-i '. ~. ,I ,./ ~) \ A, "-... .' ,'~' ~ -"".---- \ . / :f. \ \ \ -, , ! '\ \ ~ ~ . \'" ,,; ;t:'\~i I:. .'~~~y~ - ~. r,? (;::':. ~ \, \ '\ --.....' ,', t.." , , . :' 2r'\ ,(_.;~--~. I' I (~). 1 / / , ' '.>',('" I , .~ : .-" ....."-./ .I!I....... . \f ,-- -' \ " ~ ""\, \~,.-I;., N ~ -~~~}:::~~:~'>"'. /' , , .I"~ /" "... :..(1/..(, \'1 ......_\.,t.- . ~ ~r '/ /' '., <,' .,' ,,;.: . '~,: \ ~ ~". \ \, \ \ \ \ \ ,~~" \ \ \ _A_' :.\ '1' >t'.- \ ._~r-' _....--~..~~ ~:: I \ !h " d' ." -, , -"--~~; \ \_w. ~.'{ (\1 /,,, '\ \ , \ \ \ \ \ , ,}{ lC~\) '\.~;:)\.:/, ,~~ ~~~_...-, ~~-_.- GRAPHIC SCALE '~ 5 I 10 I 20 I ( IN FEET ) 1 inch = 10 ft. LEGEND -..-..-..-..-..-..-..- PROPERTY LINE 'vi PROPOSED 2" POTABLE SERVICE 'vi SS PROPOSED 6" SANITARY SERVICE SS FS FS PROPOSED 6" FIRE SERVICE RCW PROPOSED 2" RECLAIMED WATER RCW .......loiI..lIooI..llolltlolltl..loI..loI..W \.;./ ~1oI_A~1It41Ool W.1llI - 'v": EXISTING 6" POTABLE WATER mtI.IIIitUJlJlfUfU.- '-, '. - "') U 11111I11111.... <::<) EXISTING 8" SANITARY SEWER till. t1i111lW ~ll8I1lin... --- :~(:Vv -- F2("\/\1 _17 _4-' EXISTING 4" RECLAIMED WATER \ '. \ ,....' " lJTILITY NOTES 1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. UTILITIES HAVE BEEN OBTAINED FROM THE CITY OF CLEARWATER UTILITY ATLAS. 2. CONTRACTOR SHALL NOTIFY AND COORDINATE WATER SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT. 3. CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT. 4. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL POWER SERVICE WITH LOCAL ELECTRIC COMPANY. 5. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER EXISTING UTILITIES. 6. SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES. 7. INFORMATION DEPICTED REGARDING EXISTING UTILITIES IS APPROXIMA TE AND IS NOT FIELD VERIFIED. PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR WILL FIELD LOCATE & VERIFY EXISTING UTILITIES e.g. TYPE OF UTILITY. INVERT, CONDUIT MATERIAL ECT. AND CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES AND/OR CONFLICTS. 8. UNDERGROUND WA TERMAINS AND HYDRANTS SHALL BE INSTALLED, AND COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. 9. CONTRACTOR SHALL INSTALL FIRE SERVICE LINE FROM TAPPING SLEEVE & VALVE TO THE LOCATION OF BACKFLOW PREVENTER AND FROM DEVICE TO BLDG. 10. INSTALL A KNOX KEY BOX FOR EMERGENCY ACCESS AS PER NFPA 1. SEC. 3-6 AND INSTALL PRIOR TO BUILDING FINAL INSPECTION. "...,,", " ....., \ ~ I ~ . '" C',' i, i c I " I ........ . . --' S ..-J 0.. u ~ ~ 0':l CO CD ~ 0J to--:! ~ ~ E-t Z ~ ~ ~ o ~ ~ :> ~ Q ~ ~ ~ I--l ~ U Q ~ ~ Q ~ o ~ ~ ~ to--:! ~ ~ U ~ C\1 ~ C\1 ~ ~ o ~ ~ 53 ~ to--:! ~ P... ~ < ~ ~ ~ <r1 Q I---l ~ o ~ ~ z ~ I-=l ~ ~ ~ I---l ~ I---l ~ ~ ~ ~ ~ <r1 ~ ~ <r1 ~ zl-=l ~U 4( () o ...J I- () ~ o a::: Q.. Li.i ~ <c Z I- () ~ o a::: a.. Li.i ~ <c z I- W W I U'l NNNNN ~~~~~ >- ED a:::~~~ ~aJa5a5l1l ~:::E:::E:::Et- >:::E:::E:::EZ ~OOO\.oJ <CUUU:::E d~~~8 ........J...J .....UUU~ O...............\.oJ ~oooa (J~~~ffi (3UUa.. ~ ffiffi:.: w~a..a..w ~ .:.::.: a::: U'lGjw\.oJ -a::: a::: a::: -t-t-t-t-t 00000 "':...,teico.ici N~'r""'"'-"'" ...,lritei"":a:i 00000 Z o F a.. i2 () U'l W o ~ <C o ~ Ii'l o Z '. \ ' .S ? r' CHECK BY: ORIGINAL DAlE: RJM KEZ 01.20.04 u SHEET 7 OF 10 ISSUE DATE: 08.26.04 - CITY OF CLEARWATER EXPANSION JOINT NORMALL Y 48' MAXIMUM 50' STRUCK JOINT""_" EXPANSION JOINT ...\ ""-, 1 \ TYPICAL SIDEWALK PLAN I.. , ~ I I.... EQUAL TO SIDEWALK WIDTH (6' MAXIMUM) 1 . ..' -,~- ~ ~ ~ .-....,.;<~ /"'1/2" BITUMINOUS STRIP . ......./Hmm BROOM FINISH H....... / ..", \ . " '~G%S'" TI 1':'. t., ';.i' "oil '.,' '\, . ,- "lI,: '" 'I' ;,- ;'.~/.:~';:~~'... :~:~~(-;:::; "- ... ..., ".' . : # "of I' . ~ ......1 tt') ~..!:~;:::i:~t! ~~ ~ri~ .~~~;~:~ '. ....... i 1/",. """',;"{!.'f ..~! '7..:<;f/,"'" :tj~ ;?:i:::;,:~.: :~:~ ~J~';'.:/~}:' -,' ...~. ~.~ ~':.; ....: . Ir ~..~t"..'.I~::".. '" .............:.~~.:~\ '":, ,Y':.: :;,;t : ~'~';.:.:: ':f~.'~::' .~..:~:~ :':~..~:"1.~. : EXPANSION JOINT STRUCK JOINT STRUCK JOINT NOTES: 1. SIDEWALKS SHALL HAVE TOOLED EDGES. 2. CONSTRUCTION JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY. 3. EXPANSION JOINTS SHALL BE INSTALLED AS SHOWN AND ALONG EDGE ABUTTING CURB. 4. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" BITUMINOUS EXPANSION STRIP, AS SHOWN. CONCRETE SIDEWALK CONSTRUCTION DETAIL NTS tillIES; 1. Single row of Strawbales or Silt Fence to be placed prior to the start of rough grading. - 2. MAINTENANCE: All erosion and slltratlon control devices shall be checked regularly, especially after each rainfall and will be cleaned out and/or repaired as required. .-/ ~ LAKE ----.......... ~t::-- -"'::). \ ~ ~ Preassembled Slit Fence L V or Strawbales (optional) ~ ADJACENT HOME PROPOSED FOOTPRINT ADJACENT HOME I PROPERTY LINE Evenly spread strow from aproximately 4-5 strawboles full width of R/W (usually 15 feet) - ~ '- CURB Be GUTTER ~ CITY STREET.-/ REV. VARIES PROP.- GRADE ~ 5" MIN. SLOPE 1.0% r ... , . .a. .. 0 ' . .a. .. 0 ' . . a. .. 0 ' ~. : . .. . . . .. . . .. . . , , t It <0 ~ . . a. .. 0' . . a../ ./ ./ ./ ~ · .... · L.//////// 45:S; · . - ,o~. ~6.~ THICKENED EDGE CONCRETE SIDEWALK DETAIL NTS I'" 1/4 · I FT. MIN. VARIES EXPANSION JOINT ,.....~ \ ........ v . v."....... .,.. 1>,0 01>,0'0 C> O'o't> O'o'/> -0"'''' v, fJ, V .,'" v ~ , 0 ' J>. \ t ~ f 0 't>'. ~ ; 0 ' (::J. '.; ;' 0 ' '.' ' 0 ' .0. t>, ~ .0. t:> , 0 '.0 1>, 0 . A . , I A ., A. I> . , t>..,0 t> '. ,0' l> . \ 0' . I. 4. . , . 4. . , . A . , . 4 . I " ~ a 4" CONCRETE SIDEWALK (PORTLAND CEMENT CONCRETE, CLASS 1 W/ FIBERMESH) 1. SiiJEWALK TO BE MINIMUM 4" THICK CONCRETE. (6" MINIMUM AT DRIVEWAYS) 2. SIDEWALK TO HAVE 1/2" RADIUS TOOLED EDGES. 3. CONTRACTION JOINTS TO BE A MINIIMUM OF 1 1/2" AND AT INTERVALS SPECIFIED BY FOOT. 4. .EYPANSION JOINTS ARE REQUIRED BETWEEN SIDEWALKS AND CURBING, DRIVEWAYS AND ALL FIXED OBJECTS AND A T INTERVALS SPECIFIED BY FOOT. 5. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" X 6" BITUMINOUS EXPANSION STRIP. 6. MINIMUM CROSS SLOPE 1/4" TO 1'-0", MAXIMUM 1/2" TO 1'-0", OR AS DIRECTED BY THE ENGINEER. 7. AREA UNDER PROPOSED SIDEWALKS TO BE COMPACTED PER fOOT STANDARD SPECIFICATIONS 128-9.2 8. DISTURBED AREAS TO BE SODDED AS DIRECTED BY THE ENGINEER UNLESS INDICATED OTHERWISE. 9. SIDEWALK TO HAVE BROOM FINISH, 1 O. CONCRETE SHALL BE CURED PER FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SECTION 520-8 SIDEWALK TYPICAL SECTION NTS 2"x2" Stakes 2' In the groumd Wire Tie Boles butted tightly together ki~t . -fi "":~'~f: . . .-- ~. ~ ~-~."oC~'2.\~~' ~.- j ~~,.~ ~ ~~. '''_.~i.~-1j~~ . .~~~. .-- ~" .,"-v.i.'"'' ...." ~..... I ---~ I __ · - ~ J4~ .,,\~...../~.......~ ~ ." ~ri1i$.l~~~.' ~ ~~ ",,- t.. ~~,~~~ T T ~ ",,- ~""~ " " ~ T ~ ~" ~ - 1" Drop at All Drives ':q- ....... r Wearing Surface xxxx ~A WBALE SILT BARI1LER ~ 3/4"R -r--:~ . T ,';7 .~...., .,.. . . ..., .... ~..... :.:::::~::: $ : .: :: ~ : :: : ~:: ::4; I: ,;1':~:::::i/::: <<> ::':::~:::4::::~: f'. Base v / /~/ ...<.... .::~......:. ::. :.,:. :. '..1 . 6" . . '. "12:; .: . .' . '. : '1'2'" '. .'. - . ).]. " '" ,. . . /'\.1' .' .' .' : :'.' . ~ Compacted . ~., .' . ...... '. 'Subgrade ~ //Y//Y~Y~~~~~~<<j" 7~ YA YA ~ Q') <Sow I ~ ~ /S&> ( Slit Stop ~ ~ ",,- - ",,- post~.-J _~ ~ ~ ~ T /.Backflll ~ ~ _. :l~~:...~ ~ ~~.~ ~ ~' ~ " /, :.$.'1\ . ",,- ~~ v' ., 'W" : ,- '~\' Y . N tl ;), >Y "'\~..:.4~''') ).t ~ ,,,- o ve ~ "\I" .... .~'''~l'' ~ .f . _~~.....:.,... - T So' I " V/C """;' ',....;.I)I;I'!'..'.., .' I '. <;(. ....,'.....jI'; o\j;. .~~... ':\ _ ....., ~..,~.....\~..J. . ~ ~ RECOMMENDED ':o..~~J,;:'~~or;;"~~rl~~'StI;:.\..;~~~~~~,,:,~~ TOE -IN . '.\IloI~J,!'i~~f.' r.A"~'.Jv.~,,;.,~~I';:s..J.:-lfi"~' .....~~"'.....~ ."\1 .. VALLEY GUTTER CURB NOTES: 1. There shall be a 1/2" seal joint between back of curb and driveway. 2. Concrete In curbs shall be 3000 psi, with fiber mesh reinforcing. PREASSEMBLE~T FENCE DATE: CITY OF CLEARWA TERI FlORIDA PUBLIC WORKS ADMIN STRATlON ENGINEERING SINGLE FAMILY HOME 2~~~98 EROSION CONTROL DETAIL INDEX NO. TE~ .6()3 ~lOFl CITY OF CLEARWATER FLORIDA PUBUC WORKS ADMINISTRATION ENGINEERING REORA\\tl BY P\\o CHECKED BY !dQ DESIGNED BY APP. RJM Rev. Nota IlESCRIP1ICIl NCMI IV CHQCID BY TYPICAL CURB CROSS ft.G. W.oI.S. SECTIONS """~...w IY t 4/9/02 REV. DA1E DESCRIPTION !>t~ 2,.,1 ~NO. 10F'2 ~ ~ (f) f--l ~ ~ 0 f--l ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ E-i ~ ~ ~ ~ ~ ~ ~ Z ~ ~ ~ 0 Z ~ a U ajj F "" :::i: u ajj <{ a z ....J :::i: "" l- I- Z U U W W I- J J W a 0 w ~ ~ J: a.. a.. Ul NNN ~~~ ~~~ ~zz <{w~ ~~:2 ~OO <cue.:> ~~~ u ....J u..du aLa... La... ~oo -~~ , u - -e.:> aU I-~O::: WW wo..o.. ::> .::> Ul>W ~~~ ~~~ 000 ...ttriu:i ~.-.- t")lriu:i 000 ....~I') Ql:LlJ>-CII-0ZCII Q :J <( >. '1- I ..;) c\. ~ A <( ....... Q). . .' ". ffi VI, >- c T':""', "J~ III \ ~<( 'Q ro., .,' om C"o.I : -q '"It 0 ':'i : ~:' ..' ;:.~a \ ,n.: eCJ: (S) " ::@.:g. .. " ::~ ~:. Z .::,. ~ffi; ..' . ~\.,.~..' ::::> '. '.. .', !!! i3'.. ~.:~, , 'W Cliii '.. . .,V...i, I.LJ '~<" 0..... "'" , .. Q::l$l' :'\~ .... fV' <( ~ .. \.\'~"""".{' ff". >-z \.\ .'07' """ 1%1:> PROP....., PAV'T. 6" 3000 PSI CONCRETE PAVEMENT 3" MIN. -:~-~ ;.. -- -:--..... -'':'"- ~-~S-:-7--~~'::_":~:~ ~'':'''--;;',~ ...;_.... ~--~ --:- "':7""7' --:~~'--,~;-;;;;- .//..... /.... ... '//<</ ~/:'.:.< / /'/;:/';~;;;;""~~~~~~~//;.~<~;~~/' ......../././ '/, .//}. ,<.~ ... ~....><~//' ./ // 3" M IN. '~,<><</,/ '.'//y ::>:'<:,/:///':'-:-:""1,>'/////, :.:~ ./ o'./ / / v.- / '///:::/>></'.> ./, /... .///<.//.::<,../ .:':':< ./ f/ / ./',// 12" COMPACTED SUBGRADE TO 98% MAX. DENSITY CONCRETE PAVEMENT DETAIL NTS - 4" Drop at All Drives 5" 1" " ':J V 1-1/2"R~r Wearing 'Z' // :",,':::f:. : ,,-.... 0 .' .... .& <D >,...J t y')... ::~:;., --'- ~ ...,., ~/ ::!li::;4, x x x x x x x x ;> V' .' .... YIIV "0 C ,:.::.:....:.' o .- )I' ..~.....-b. .' o T: ~/ ';.::::::., ~ 0::: 0 ..' .... ..... "-' Q.. >' ::.;.::;:::: .- : "-' / :'~:::q:: ~ ~ ",V /~:jiijj;j; . . . / /~./..... ........... . . . Compacted. . . . ~ . 61' . . 7'" t. . . Subgrade. . . . ~. .. .. ... ':''-..:'-6,' "'-6..':<...{.., "<..{.>, )... . . .1. . . .1. ~\>>~}Y~y^ (~.......~~ ,-.....:_ .....' y /....... Y /....... Y ;').'7>>)1' /" / /;,( / /'" / /x" //..(' /.,r Surface Base \/':::=0\ " (r ~ " , _....___,_'_A ,__ .~ ! \ il ; I \ ~-q '1 \ i (~ , \ , , - \ -~ . --') ; \ \ .' (c=\ ," , --- t .-----. .. STRAIGHT CURB CITY OF CLEARWATER FLORIDA PUBLIC WORKS ADMINISTRAnON ENGINEERING 4/9/02 REV. DAti TO-: BY CHCI<II> BY TYPICAL CURB CROSS R.G. W.oI.S. SECTIONS IlI'f'. C....N. Rft Not. IlESCIlIPlIClN 0 ~ <::> ~ OJ ~Cl CO f--l <r: ~ Z 0 <::> ~ ~ ~ ~ ~ ~ o ~ ~ ~ ~ ~ ~ ~ 0 > ~ ~ !::Ll 0 ~ Cl ~ !::Ll ~ ~ ~ ::g ~ C\1 ~ I--l <r: ~ 0 ~ ~ <r: ~ >- [[J z o F 0- ~ U Vl W Cl ~ "" Cl o z \ DRAWN BY: < RJt.4 CHECK BY: KEZ ORIGINAL DATE: 01.20.04 SHEET !>tl!' 2,.,1 lUX NO. 101 1 OF 2 8 OF 10 ISSUE DATE: 08.26.04 - CITY OF CLEARWATER TYPICAL FIRE HYDRANT SETTING n. Ls. <i) c 3: ""-. I.... . - I I I ~ Max. 15' - Min. 4' Back of Curb or /Edge of Povement ~ 18" Min. 24" Max. . I : /valve I ~"'f,."'<f...'V ~v Box Distance Varies 1 "~/. I ~~,,~ I i I I I i 1 i II ( i - ~ -~ VW? '7...VAV~~ 'V/~<<-~ c ~ ~ I I I I Mech. Joint Valve . ~ Kennedy Guardian No. K-81A !!III Muller Centurian No. A-423 IiIIi I U,S. Pipe Metropolitan I "-Restraining Joint (Typ.) CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADWINISTRA TION ENGINEERING TYPICAL HYDRANT 01 ~~/92 SETTING INDn MOo CROSS SECTION 402 <D I 0.l ONLY APPROVED ~ ~ NOTES: 1. Steamer Connection to Face Street. 2. All Fire Hydrants to have 5 1/4" Valve SeaL 3. Fire Hydrants Shall be Placed at Street Corners or in the R.O. W. Adjacent to Side Lot Lines Whenever Possible. 4. See Sheet 3 for Typical Connections & Fittings. REDR~Yf!. 8V B.V.D. ~H~ AI'P. ~~L8V 2 OF 4 REV. DAlE DESCRlPllON SERVICE CONNECTION DETAIL NOTES: 1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O. W., APPROX. 4 FT. BACK OF CURB UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER. 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE SHEET NO.3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS SHALL NOT BE BUILT OVER METERS. 3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR 0 150 P.S.I.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. 4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES. 5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS. LARGEST SERVICE CONNECTION TO A 4" MAIN IS 1 1/2" and LARGEST TO ANY MAIN IS 2". 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36". Threaded Corporation Stop MUELLER H15008 or approved equal (Tap at 45. Angle) r Curb Stop /' MUELLER H14350 with Lock Wing and _ m4 Compression inlet or approved equal .. -----I Saddle if Required See Note 5 \ Water Service Tubing Driscopipe 5100 or Endot/Yardley Blue Jet, SDR 9, 3408 Polyethylene Saddle shall have double stainless steel straps with epoxy coated ductile iron body. ~ "x/ ~' " - CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADWINISTRATION ENGINEERING REDRAYiIi 8V 011 "1~5r./A~2 Ol~Div WATER MAIN SERVICE INDqtlo. OCH CONNECTION DETAIL ~ AI'P. IDESlGNED BV 1 OF 3 Water Main 1 12/22/e4 REV. DAlE AEV. WAtER SER~~ lUBlNO TYPE IlESCRIP110N 1 1/2" DETACHABLE ADAPTOR CONNECTION AND CAP W/ ATTACHED CHAIN STAND PIPE DETAIL n.t.s. -",~ ~ '-a - 2 1/2"x1 1 /2" REDUCER \, " ..../// /,..' / ....../ · "//7 </~<<~, - r ,.',' I." I I' 7:::.,:,,:.. ;/> "", ,:'~ './ ',<,7 /'<<,'> -c' "./:- I;:> .' Ji 1ftI'" ..~ 4" Fire Service ~~ ] [ ~~ ........ , , ~ ll; :!T r .. "/~ ~9Q. Bend MJ X SLIP [" t U TYPICAL HYDRANT SETTING n.t.s. Connecting Piece w/integrally ~ _ Fire Hydrant Assembly cast Mech. Joint Gland on ~ (Typ.) one End-D.1. Rotatable Mech. ~ ~t:J ltlI Joint Gland on Other End. --............. "i , -- Length Varies IIY (See Note 1) Valve and Hydrant Tee w /0.1. Rotatable Mech. Joint Gland on Plain End Branch. - ( @ ) ,. Mech. Joint Valve - }.. NOTES: 1. On Hydrants Requiring Runout Last Two Joints Must Be Restrained Per Detail 403 (2 of 2). REV. DAlE DESCRIPtION ~I M ~I ~ o 0 o ~ !IIII...a.. ~~ I ::IiI~ Top View J.. ~ Woter Moin CITY OF CLEARWATER, FLORIDA PUBUC WORKS ADWINISTRATION ENGINEERING TYPICAL HYDRANT SETTING PLAN VIEW I_A~ 8V B.V.D. CHEa<ED BY AI'P. ~1ol8V Ford Meter Flange Approved Backflow * Prevention Device (Flanged) Ford Angle Valve (Flanged) ~ow . ~ c~:1 ip Meter (Flanged) 1 / .5 o~ ::EU> VII 12" ~ ~t 1:::1 i Brass Nipple ~ L. E 0-0 ......- (l)U) :J () --- TYPICAL SINGLE DEVICE 1 1/2" and 2" MODELS NOTE: Device must be Installed level. ~ 3OF4 * APPROVED R.P. DEVlCES Hersey-Beeco Wodel FRP " Watts Model 909 or 009 Conbraco 40200 * APPROVED DOUBLE-CHECK VALVES Hersey-Beeco Wo<Iel FDC Watts Model 709 or 007 Conbraco 40100 I CITY OF CLEARWATER, FLORIDA PUBUC WORKS ADWINISTRATION ENGINEERING ~8V TYPICAL METER SETS WI o~ ~4 atECl<ED BY BACKFLOW PREVENTERS I ~ IICL IIlESlONED 8V 1 112 and 2 MODELS ~ '-- AI'P. 2 OF 5 REV. DAlE ODCIW'tION P.V.C. PIPE RESTRAINT THE FOUOWlNG JOINTS MUST BE RESTRAINED IN AU APPUCA T10NS: 1. BEND - INLET AND OUTLET 2. TEE - OUTLET BRANCH 3. OFFSETS - INLET AND OURET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNOUTS SHAU BE RESTRAINED AS DEAD ENDS I---- L ----I ~ Megolug Restrainer (Typ.) :'\ <' '" . Ebba 1500 Series (Typ.) ~ ~ y :lo. ON ALL TEES, A MININUW OF 5' SHAU BE RESTRAINED ON EACH RUN LEG L - MINIWUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) FIGURES BASED ON 30" DEPnf BURY, 150 PSI TEST PRESSURE. S- PVC WAXIMUM SIZE USED IN SYSTEW NOM. PIPE SIZE 4 6 8 ELBOWS (deg.) 11.25122.50 45 90 2 4 9 21 3 6 12 29 4 8 16 38 VAL VE TEES BRANCH 28 47 66 DEAD END 46 65 85 REV. DAlE llU(W lION CITY OF CLEARWATER, FLORIDA PUBUC WORKS ADWINISTRATION ENGINEERING v B.V.D CHEa<ID BY AI'P. ~1oI11Y THRUST RESTRAINING ~ ~go. 10f'2 r Cleanout Plug ~'W. '~V>" I;ol L ~ ~'#VIf" "_ ~ ~ LI- 95/8" -I ~/////~ f Concrete Pad 4" --<: Thick xl' -6" Sq. P1 r-----105~"-----1 Ir 9 7/8"---l1 \ f ~ 6" or 8"- 1/8 Bend fl ~ -.t ""-. t") t") //1 / ./ / ~-n Plug (See Note) r7 ~ ( I I"' 8" Sewer Main ~ 13 1/2" CLEANOUT DETAIL CLEANOUT PLUG DETAIL N.T.S. N.T.S. NOTE: Cleanout plug to be U.S. Foundry 7621 or equal. AEV. DAlE CITY OF CLEARWATER, FlORIDA ENGINEERING DEPARTMENT ~~~IIY STANDARD ~9A~ ~~_BT CLEAN OUT W.J.S. (Sanitary) ".,.. T_C_J~ IIV 1 Of' 1 DESCRlPlDI ~ ijeC ilL jxl'::if x:x~ J ~~~~ ~~~"- Tapped Flange I ~ 1 r Brass Nipples 2" Backflow I ~ Tapped Flange Ball Valve ~ll: ~ (T)1>.) / Preventer /1; ~ "- Ball Valve ='\., - --'='- -- ...= '" I. .1Il1 l' n m. .. ~ .. -... -- - J Flow . 90' Brass Ell 90. Brass Ell BYPASS DETAIL Approved Backflow Resilient Seat f Plate Strainer ! Preventer * Resilient Seat OS & Y Valve,""" ..D. ./ OS & Y Valve "c:;;;::3 ~ / Flanged Tee ~ S ;' / Flanged Tee Flanged 90' B..d............. ~ ~n~ m ,JO;;L JO;;L ^ / ~ ~ / Flanged 90' Bend ( rrnO 0 oU[ JI[ ]I~o 0 ~ ~Unlflange E=3 Meter I 1=3' 1"- 12" / ~D.I, Pipe J, ~ "" \11 I /.G1 \\, \\l ~ Supports / 11 h ... E =3 III ---- M.J. 90' Bend ... J E::::::: =... M.J. 90' Bend ----' III ... . Flow TYPICAL COMPOUND WATER METER SET NOTE: 1. 0 S & Y Valve Handles will be Chained and Locked. 2. Meter Sets will be Painted After Installation. 3. B)1>ass Pipe & Fittings Shall be Threaded Brass. n.t.s. r r CITY OF CLEARWATER, FLORIDA PUBUC WORKS ADWINISTRATION ENGINEERING TYPICAL COMPOUND WATER METER SET 90' RISE * APPROVED R.P. DEVICES Hersey-Beeco Wodel 6CM Ames 5000 SS Watts Model 909 or 009 Conbraco 40200 * APPROVED DOUBLE-CHECK VALVES Hersey-Beeco Model No. 2 Ames 2000 SS Watts Model 709 or 007 Conbraco 40100 AEV. DAlE DDallP11<lN N"P. IIlESlONED BV I~'!!. 8V t,t.p OlEaCED BY OA ~t 3 Of 5 TYPICAL VALVE SETTING n.t.s. ~ Adjustable ~ Va I ve Box ----........... ~v (/) c o ::2 I.... C 0 "I- ::2 I.... <i) <D ~ I U "I- C'\l 0 When Valve Occurs in Roadway, ~ set Base on 1 Q-Common Brick. J \~, ;>>IIUIIIIN ~ a::~~ Mech. Joint Valve J "'- Restraining -C +' 0- <i) o ~ Water Main Joint CITY OF' CLEARWATER FLORIDA PUBUC WORKS AOWINISTRATION ENGINEERING TYPICAL VALVE SETTING CROSS SECTION 8V B.V.D. atECl<ED BY 01 D1g:/g~ ItIlfM<<l. 1OF4 REV. DAlE "",.. IIE!IClNED BV G.C.H, DDallPllON ,:j I' , .....- 6:: o Ll- Cl W 0::: <( a.. w 0::: a.. u ~ 0J .....:l CO ~ Cl CD b<r:~ Z00J ~~.....:l s:~~ O~rv .....:l.....:ll-l-i ~~O >~CO ~U~ Cl <r: ~~::q ~~::g ~C\1.....:l ~ <r: u ~ Cl <r: ~ lfJ. ~ I--t <r: ~ ~ Q ~ ~ I--t ~ I--t ~ ~ LJ :::ii <( Z I- W W :I: Vl >- CD z o F a.. C2 U Vl W Cl ~ <( Cl d z ,,' Q;,:~',:;:" 1 ~,y :'; " /? " -' : "~ .';;-~. :"~t::i ". .......~: ~:;,~:}~,." ~.., ~ o.......',...,o::gr ~~... ': <~ " ' J >- Z , lD::> .<~~'+ '., DRAWN BY: ': .'-,' I I CHECK BY: (;-~ t/J ~\, \ ..,~ .. == < ~ ~ ~ <r: Q I--t ~ o ~ ~ KEZ 01.20.04 RJM 9 OF 10 ISSUE DATE: 08.26.04 - CITY OF CLEARWATER C"'.J - ") LJ :::ii <( Z I- () W "? o 0::: C- ~ ~ ~ ~ <r: ~ ~ <r: ~ :Z~ ~U <( U o -l I- () W "? o 0::: C- NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHAU BE BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT BETWEEN PIPE JOINTS SHALL BE BY EBB A IRON SERIES 1500 RESTRAINERS. >-NN CD~~ VlVl P.;~~ ~WLIJ <(~~ 3;::l!::E 0:::00 <(uu ~ii u-l-l LLuU OLl-Ll- ?:oo ut:t: UU 00:::0::: I-LIJLIJ wc-c- ~>> !Q~~ 't't't 000 ,.-),.-)10 N.......... ,.-)If'iu:i 000 .....N10 O::LLJ>-(/l-OZ(/l 7~ ._ .--- 5 Q r- ORIGINAL DA 1t: c' SHEET , , . , 1. ,.il' " .i' .',t .".,:, ". ~ . ,", ". 'I..... " . " .~f { " ,.:., .. .... .'\ . " , ' -.' , I ~ .,t, i' " . . . . :r ,. .. ,,,- \ ," " . , " i .'. '. ~.;: . '\' .' 0) +:'SfI. .' 'J' .!!S+~ ('" '\~: :-.,.,...,.:;.T.,,~ '.' ".J.' ~a t;.' ",'j".~". ':1 ,,~ , t ~' ~.~. ',i' ,~.~.. q ".J) W J ,) . ~) r.. ) 'i~_ .~. ~."~.~" .... ~",' , ;j o..l' , \I'l 't.. ,.,() ;1.' ~;"1 'o,.; ;;; ~~~". ... w~~ (:~,\ Jgt.t.., 'f t" r" ~.., . .J:'i1'''' ','\,La "7 :) ~,"~. " 0.... rl ~..' . , #', . ij;)) ~t\ ..~' 'Il '. . ~'':4 '. . ~ ,'. i' ~ N. I . 1~~ N~~ " '-l >- &:l- c:> c.:> L.I:d --I -- L.i- " ; . . 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FrR!)N l"_~_ ~rr " ~HHffhTIcf&ill:J[ la~Q_~ T ER.~t\f"..-E . } L -r t~! , . ~ I r. I if. I .~C r ~ c~ ~ .< ,\ j J 1 I I I \ r-- I 1 I I I I It:: :} I,: I 1 I I '-, , I,. . ; ~.. ,,- ,f " " : ",' ~ - , _ · ,. ' r .:.., , ' r, ~ , I j I ' .'d't I I It.. \ ' I .,j " H '.",' , "I I I I ill' ! _.I ~. I ! r, I I II /, . " ' , . . ~ --=LIllE1JI[[ITlIcq:. ~~~'L_____, . eEc::q1 3 13Xll .. ,I ~ , ." r, . _....1_ 4 ~'-- ilWL p1;..INtaR - ~ .1 .--~~l ,.'". ."'f' .- . ' " ','" ~. , ' ,- '1 L.J I W;"'--' --..T..:::,...::=.;;=.- 'ly f/) (IJ. .. I~OOI~', rrEIUu\(~EPL1\1'I J ~'r , 2ND, 31ill, 4'f1 I I~'L.() () I{P I.ll\N _ OCALE: l/~' . l'.e,')" 2,118 SQ.FT. EACH FLOOR ....,.:: ~C4~E: va" · \' _~" '.~ '1J ^~J ~ . ' :;'.~' ~~-~. 1',~. \.. " ,.. ... .. -- .. .. ~ , . \ , , .\ , , \ , , \ , \ , , \ , , \ , , \ , , \ , , \ , , \ , , t , , \ , , \ , , \ , , \ , , \ , , \ , , \ , , \ , , \ , . , \ , , \ , , ....~...... ,- , ,/(,~'~'f';~~'," '~'~"'Z:' ''i,li'j;i~i\~~,4o:::"~"'\:;.;:r..''. ;-;;j':;:~}*~:{':t,:m;k~:')"~~'t'~~''4~~';,*~;,">,}';'''''-' " ~~ ~") "'~'N"t"! n:'l '.....i: ;( ;,. '\;;;Y"'J,"~",;~.;i'<,t'<iZ~h,:'tftrYI~t~'7.;ru':~"~~h'~~' i':<~l.i;<tf~)(l.\~Y',;g:~~~'~&~,4iW~~~ ~) I b ,~ .~ o .-~ ~ "., 'rr f-;---:--.-,~-:~---;7 ~. ---------- __t__ __1.-__ _____f __ ____ -, \ '\" " ;- ~. tfHHI~rUUl__ i lRM~ [~EL~J-l I I .!~ ...""~~~"-"'f I 'c~.:C= ,-- J 'lE&f I I i~EC~ L----r~. fL. I I I I ! I 'I I I L . I I I I I I I I It. : ~r r- . p ,// r :. . · n., ~~a~~~1 I" - I I ~\ / . tERi~E .....,- I, ,... .'. .. . , . . . ....... .,,/, ABOVE L_~. .......... .'~~I ;/ ~ . '.t :-- ---------- -- - --- ~_..J -, .- -, , , . ~ , ~r. ." '..... ~.... ~ ~.- ~.. A ~,,,,,........~........ ~ ,d,iOiA....~;,A.... .~........ ~....~ cd.... --lO.""",,",,~ ~ ....\~...... ~........ ~ A.... ~.... vA ~:..A""'.-~ ~ ~ ~ ~.... ~... ...~ (/J (""""~ t1....".'.' :J t' · r'~ $:~ -(1 ~1 C) rc-J r~ F-4 o () -- AaA{~ j \ ~ ,....-. f.:.'~ ~'z .~: " ? ~ ,~j (/1 ca ,~j ~~1 -- ---'r \ -0 -"',\ ABA~A ) I I I I I I I I I I I ) l!l ~" d ~ _<f C) I I I I J I I I I I I I ~ GAfE I I t -k,..... '. . t FLtXR DRAiN } ? ~ ." b~ 1: ;:""" AlA 0-. " ;--8 . ? -. ". ~"', '~.-',t~!it.:~li'\;$i,;!j;,~'f(1il~i ,,~:'.or lfI'.'i. irfi','V~l' iJi/i;iJF,;'r\t: ;"'",;-'"'~' HIL!! : I.'loor . P 1 <111 S . - . Cf)MM. NO. : 04f)~J OJ\r!! : tJ",14...J4 fla'1I810NS : ~ ~ ;) - 'C ~r-(-K vt:..... , f dJ GI{()(JND I~'L()()l~ PL/\N -- - .' . , . ---:----' OC...-1LE: 1/~1l . I"-~I\ " ~ 914 SQ. Fr, 1\-1 i< J , ~ ". '. , - .~ . , " . ,.' ~lr.;~ , ; ;, \~., ~ '.. 1 '. " ~.;I . , :. ,; "~ ~~ .,<t . ,.' " . . '. , 1 ", 'r .... TILLED AND LOOSENED NA TlVE SOIL BACKFILL ROOTBALL FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS. \ .-"., ()~. :\,:..,-~- .v:~'~.') 1\""" \:1': , ~:;. r. SPREAD c., ~ q,,'9: '? (J' O' ALL SHRUBS/GROUNDCOVER TO BE TRIANGULAR SPACING. SEE PLANT LIST FOR (O.C.) SPACING. HEIGHT MULCH 3" FROM StEMS TRUNK SHALL BE STRAIGHT AND WITHOUT CURVES. FREE OF SCARS, BURNMARKS AND BOOTS 18" MIN. SETBACK FOR SHRUBS &: GROUNDCOVERS 3" MULCH LAYER O.C. SPACING FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS l.: Z => 1= Q: ~8 a~ ~ BACK OF CURB/ BED LINE PLANT SPACING DETAIL (SECTION) N.T.S. EXISTING UNDISTURBED SOIL 3 TO 5 TIMES WlD11-I OF ROOTBALL SHRUB & GROUNDCOVER PLANTING DETAIL N.T.S. ~- / ll, !f i ~. \ \ ~::!<;!! 11:)L.[ ~ r~'! .P) 'I , ;' \ I' (~':" r.e~ " ",r\ \ , : \ .. t \ ,,'-N r'<d) - 5 LAYERS OF BURLAP, S - 2"x4"x16" WOODEN BATTENS, CONNECTED WITH 2-3/4" STEEL BANDS. " c:; i ~\ \. ~ \\l\ ~.:~ I' r- '\ .\ I, ) ( IN FEET ) 1 inch = 10 ft. , ''\ ,'\jt\\..l-\ ,', \! I\I',\\,.. . " ,-- I', ,IV v' '\\'~1,:'::,,:,/,")i:"; \\\ ",~::, ;~~;\:'I ;\\~:;i'; ,/7 \ / <r__~.~ " 2"X4" WOOD BRACE (3 EA, MIN.) NAIL TO BATTENS &: STAKES (3) 2"x4"x36" WOODEN STAKES (:: 6" SOIL SAUqEl\ 'AAOUI'lD PLAt.mN~ 'HatE'. J , , \.)' ). \ \\n,~ (,Ii-_J\. \ /1'/\ '\ \. i"<~ 3" t.ft.!i..eH\'CAYER, ',:' {.,\,.' \!< (', ' " ,i',LI '.. ' \ ,;;, ".,\-,1.\\...,,> 'j ~"" I-\,u ~ -'\ \ i ' ,...... . . . -1 'EX~~iG (jNoisru BED SOIL >\ / \ \ x >\, , \, \ \\ \ \\ \\ \\ \ \1<)' \\,~; 1$") "I;,) ,", '\ > - \~~~~) ',~~;, \ ~ \\'"; -1 I:') \ \\\'" (,', , " ,..... ~. \ \. \\~ "~.:' ("', " '\,:,,"" \.~\'~ tt~ \ r~ \ ,\J \ I. 1.-:' \ \\ " \ \ ~, \ \\ " I ,\ 'j,- (, '\ AUGUSTINE "FLORITAM" SOD ^' ,- r ,\C, 1\ \:\.-u;'\ v' \ \ \ \ \ \, ,/ .-"-~ \ \: '\ GRAPHIC SCALE ,,;i { ,\ (..'~ ,..<, eJI, ""l';" , c\ ,", ':'; ,_,\\;\v ,+~,$ ,,' "\ \ .\1, .:~.,' .,\ -:>~' (~\.J ., r<<:,';';'," ,-.'\5:.\.- ~ ~ to ,-,.,,) I, l,) '.. -:), \~, \~ ,.' C', 'i ,',' 0\,) \,1\., -1 \ () ~'\".~ "I ,,/' \' . (,",<;)\; ....\" 1 ( ~/\! " ' ':'-31- ''7;: 10 0 ~ 5 I 10 I 20 I / ..,." ,/ / \ >~ .,.... ,/ ',\~ .--~'\ \ :)\\~:;. ~~. 1 r.\ '.. . l _ " :'.J - , t ,'\ \~ ~ , " ,\' ~':\'::(':" /' .... ," _r'/'\ .." ",' ',;: 1\ \\\....._'" \(. ,....c' .F'- j ""-... .~ ~. - ~ ,.,..;;~....-'.. , .- /\\ j~ ,:J;C."':~~;/' \,' / '"':~~~;, /' ,(:\ \\\~ />:; }~ .:;l'(\\ ,,-I" ' \ \, .. ",' t.:. ,/;,.:;" \\ ,,,.....K.,,,...-' \............ \ \\ ..._:r< }<:. ,(),'I;~ // \" ,,:,\, 20rX20>.wATERFRONf'\1si\~ITY TRIANGLE (TYP.) " ":':J:<,r;""/' \.:~::.~'~~I:;:',:,/''''--~ "',/_1"" \"'. .-""",,~ \ , \ , 0, M/>S'_~'Nr...Y ',,"(~.J~. ,:. T ~1E/" {;"~L:- \ .)or: PALM PLAN\Rt~,~~).. DETAIL N T S'(~\ ,,~) "' . . \i~i'~:,;)f> \ / ~~. , / ..... .:x.r. \ ., " .:.--,,- \, , " ~.--:x \ \ \., r""\ly,'-' -'\ ....-r ~.' \:.--."'" ,';I< '\,-'"\ r'i'~~' \, -~. ~.... ...\:~ l...:. J' Cl'I~Jr \ \ '- ~"-\.'--- ip..~\ \ A. r~~1 \g~ \ ~\.'^.,.. " \ (i. \C:'F. \, '.:\ ,[I,L". / \, .. ..,..... ..~., /~. '\ '1:\" \ \ ~. ." , ..." .,>> \ \ \ \ \_.-l~; -;.r (.': -.-.- \, ,,)...~ I:" ~~p~'!~ \. " : ';J;: \ \ x.. \. :v~ ..... .~.' \, 1 ddi: 1__ (: ~ . I:~:' :i T .:: :IV\I :;"I.F<'.:,;:--; ~f-~ ~.r..- ""'J-.....r--.# ,,- \, \ , .AP\ orE" -'1.). /-l " t.~t", \;;.' '~F.~\~~-" .:\'\ ~ ~"~, ~~1 t...I:)~"') \-\ .~<.,~-\ :~) \ t~ " , A' " ~.:-, "\7 ,~ . \;~\ ';' "]) " , ,'- i.;~:~, ~:~:.( \. ~~_:. :~~~ (~. I," , \ \ \ , 1 ,'P \> .$o\,') 'xl') "\' OOf... ' (n ,~ " \, "" $ j? .'.:;--' \. \, \, ~-\ '(" 'J' .....' :::- 'l C') ~J,60 " , t:... ~:'.; \\ " <~~; :'\'~~';',' :: -n "/ \ \ , \ 1-' /1.. Ti(i 17C .... ~._' ~,. "'l:.~l:<d .. IY')"'Y. \lIlOon - '- ':' _," '" ,<I , ..' ..!..:.~" - . ""~ ~-~ 03 ~ ~ ~, ~/ % /i~ ~ \ ;."" \ ", bl,.[i\:~ \ \ ~, f J I ~ ~ ,~~ '" j ,:[ \ \ \ \ , \ C:."NC'f" ()J~,.;; ,/ ~.lr j"W/d :, \ \ \ " \ \ \ \ \ \ '\ \ \ .. \ \ \ \ , \ \ \ \. \ ';\ , \\ .-".-' , , \, \ \. \\': \. l \ :' \ ~ i~ /\,," .,,~" II \\ , , \ -- \ \ \\ I' \ \ , \ \ \ 1\ , \ \ \ \ \ \ \ \ I, \ \ \ \ \ , , \ \ \ '. \ \ , \ \ \ \ \ \ " \ X'''-,,:;!< ~ ,;{~t~:':'~~"'_... ~\, \ \\ \ 'y" ,-",,\,. 'f, ; / \ ,/ / \ \ /' , " i \ ( ,"II \c, ,~ \ ::~~-~.'(""".." J' F" ,I i,', X" .',1:.'1:. pi,\': ;,; ':1 'C:, \ ..---.> \ ': ...)..... ~.- ,/ '...~.J\(\i':. \~\L~:j 1,< '\ IUd :\,\j ."~.., - ..,.. / ',.,-.. \ 'l,(.,o"\N I,>'" , \ \ '\\!i,;:;;;,y,\::;\\ " \ ";t:' \ \"'I. '"'~':-~":::l-" -~... \ - .~--\ \ ;:\;'\!.r:;;,;':;i;~:;' \ \ \t~~\l.'"' I \ \ , " '. ,~ ;.\\'.. (,I"I\'; "", ,<Ii i',\;::Y< , \' .i\ IL~\, ~\ ,J "', \ \:' ;\ \ (~ ~ \ \ ..\.~~;, :~,;":~, \--'\') " , .. \ \ ,~ . ....,. ..- ';;"1: , '~';-;l<> 'E~/( 1'/ !t"!:" \ t"~ ~ -'; -. " - , -' \c, \ \ <, X \ , \ \ " ~") \ ('\C'\,(...., r t,e.:,:,' ':,/.1, r'\ . .~')' \' \ IS i: \ ()\''- \'.-1' . \ .,' , I X"" \ \ < , \ \ \ \ \ \ \ \ ,:(' c, i . ',\ .; .; 0 r ; Ii 20'x20' SIGHT \jlSIEfILlTY TRIANGLE (TYP.) ;\,\ NOTE: OBJECTJ WItHIN THE SITE DISTANCE TRIANGG~S MUST NOT EX~EED 30" IN HEIGHT FROM THE \ 1\ PAVEMENT (T;YP.)' \ i ' I " t ! ; I ./ "" \ \ \ , I, \ \ .;~ \ \, ~,. ' )< / .... / / \ ;.,"\. \:~. \"";, " / / . ~? '"1 \:1,\.,:.::(,1/" " f,,' ( ,,\C\,f:.-\t...., > ~\r~ \\ 1\ !\,t \ \..,; I.~' 1 '2, r}.,~'. \,~j_ l~ \ 'r..\t.)\.....- \ t.~\\ "\ i>o. " ",' 1 \ h'" ' \::\ C. ,I::. \:<>;' ,':./ , 1 ( ~ \~-' \", L~. '..I \ \ ~-" , \ r ,\ \~_i>5? \ .\., " r) V,,}.t ~_' \. 4 ~:) ~ I '-, " r" \ i \ , \ \ c..\' L. . ,', '\\,~ .- 't\'\\...'\' ;,\p, v i l' I I f\ , < I \ , ;' ; / / . // /' /,/ /7.: '~... ~t~i:::'.~~~/~W lYE ',1) "\ . ..~.'tpo",., \ i: II.... / ,/ ", "... ~"'"''''''' / /",/' ~"../ ",;;, ':~~~;: // ", '- , ''"".. ::~r,~?~ t~. ...... .< ~~i(' . .1' ~~.:" :;.,..... ..,,' \ \ GENERAL LANDSCAPE NOTES 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum plant growth. All recommended trees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nursery Plants", 7th Edition, 1998 as revised from time to time. 2. 3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices. 4. All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturers specifications in conjunction with note # 5. 5. The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic material consisting of native peat, well-decomposed sawdust, leaf mold and top soil. It shall provide a good pliable and thoroughly mixed medium with adequate aeration, drainage and water-holding capacity. It shall also be free of all extraneous debris, such as roots, stones, weeds, etc. 6. 7. All planting areas shall receive a 3" layer of cypress mulch, which is to be watered-in after installation. ;' 8. The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a discrepancy between the plan and the plant key, the plan shall prevail. Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed and replaced at the contractor's expense. 9. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. Discrepancies in the documents or the actual site conditions shall be reported to the Landscape Architect in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report such condition, or for errors on the part of the Landscape Contractor at the time of bidding. 10. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform the work set forth in this plan set and the specifications. Plant material shall be bid as specified unless unavailable, at which time the Landscape Architect will be notified by in writing of intended changes. Any and all questions concerning the plan set and/or specifications shall be directed to the Landscape Architect at (727) 793-9888 There shall be no additions, deletions or substitutions without the written approval of the owner. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final acceptance by the owner. All dimensions to be field-checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall be reported immediately to the owner. All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications 11. 12. 13. 14. 15. 16. 17. 18. No contractor identification signs shall be permitted on the project, except for the project information signs, 19. Existing sod shall be removed as necessary to accomodate new plantings. 20. Any existing areas that are disturbed during the landscape installation shall be resodded with St. Augustine "Floritam". 21. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris generated during the installation of this project. 22. All areas disturbed within right of way shall be sodded. t' IRRIGATION NOTES == ~ ~ \ \ \ '1. \ 1. A low volume irrigation system, that provides 100% coverage to all proposed plantings, will be designed and installed by the Contractor. 2. The proposed Irrigation System must meet or exceed all applicable City code requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc...) 3. Irrigation system must be inspected and accepted by Landscape Architect prior to installation of mulch. Irrigation must meet city code section 3-1203.C to provide 100% coverage, and include a rain sensor and timer. Irrigation as-built drawings, which accurately and clearly identify all modifications &/or substitutions, must be submitted prior to final inspection and acceptance. Li.i ::E 4( Z I- U Y:l o 0:: D- ~--,- 4. 5. The Landscape Contractor must coordinate the placement and power supply for the irrigation control timer with the General Contractor. The following irrigation system components will be utilized, per each manufacturers' specifications. Toro-Netafim TechLine Self Cleaning, Pressure-Compensating Emitter Line HARDIE - Raindial 6 Station Outdoor Control Timer Richdale - 214APR 1" Electric Valve Amtec - 10" Round Valve Box. u ~ ~ 0':l CO OCO <r:~ 00':l ~~ ~~ ~ ~ ~ ~ U - f-l Z ~ ~ ~ o ~ ~ > ~ o ~ r::r:l C\l ~~~ ~C\l~ ;j <r: u ~ ~ <r: ~ - ~ o ~ ~ ~ <G ~ I--l ~ o ~ ~ Z <G ~ ~ ~ ~ <G u lfl ~ Z <G ~ ~ ~ ~ <G ~ ~ <G ~ z~ ~U - 1Il UlUlUlVl ffit-t-t-t- ,:;ififSfSaJ ~::::l!:::E:::E:::E o::~~~~ <uuuu d~~~~ ....J ....J ....J ....J ~uuuu ~15151515 <3~~~~ 0(3(3(3(3 1"-0::0::0::0:: LlJLlJLlJLlJ WD-D-D-D- ~>>>> (/)LlJLlJLlJLlJ -0::0::0::0:: '<t'<t'<t'<t'<t 00000 .tt<i r'tei 0 C'ol.-C'<ol.-.- t<ill'i uil.ci 00 00000 TREE REMOVAL TREE # SIZE GRADE 5" UNKNOWN 6" UNKNOWN 7" UNKNOWN 5" UNKNOWN 11 .. PALM 10" PALM 12: PALM 56" - TOTAL TREE REMOVAL z o F D- ~ U Ul W Cl ~ < Cl ~l '-C'<ol~'<t1O d z PLANT LIST 15 AR 14 CU 39 RI 40 RO 30 NO 30 TJ 18 lM Arecastrum Romanzofflanum, Queen Palm, 10'.12' C.T.H. Cocoloba Uvlfera, Sea Grape, 3 GAL. (2' HT.); 3' O.C. Raphlolepis Indica, India Hawthorn, 3 GAL.; 2.5' O.C. Rhododendron Obtusum, Kurume Azalea, 3 GAl.; 2.5' O.C. Nerium Oleander, Oleander, 3 GAL (2' HT.); 3' O.C. Trachelospennum Jasmlnoldes, Confederate Jasmine, 1 GAL. Lirlope MuscalTi, Giant Lily Turf, 1 GAl. - " ...... ......,. , I DRAWN BY; CHECK BY: ORIGINAL DATE: c~ 1 "J , ! :1 L_-- ..:.. --' CL SHEET .:j, o :J ~ I/'J, ", KEZ 01,20,04 1 0 OF 1 0 ISSUE DATE: 08.26.04 - CITY OF CLEARWATER '.'"e ., ,.\i<' '---, ,........ 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ROOF TE~1<ACE "" T__ __ __~______~____ ~-...-- " -- -- -.- OViRqAN~ PORCH DARK UWP LOOK .I tc-} I ~ -.--. --~~T~ '-- .)-\ .' ,I -~----- ..... --"--....-'-- =--=--= ;:- I-~-=-~=:~ FOURTt1 FLOOR tJ: tl i I , tl tj tj r~~.~~~d-, ~- -- J.I...-. .1, ~m. '..'. .'." Itt~ -'-~'--~-- I,! fa 1 . j= 1=- -~. ---. -- =- ~y- - - -;. 2J- - =-J~ ,'==::.=:;'~ ' ~' .' , " .' , i ~ - ~~ \~".=..- ;.~ ----:~____==___:__:.-::~z-~-==:::--=:.__~ ~~=- -=l.~----~ =-_: -~-::J tJ b't B Tffi---U I tj H 8 tl - - -----~ I , I ..1:=1 [{i:i ..... -.-jJ~lliO Flru, fMUT:R =~~ I \ -=:r--- tl tJ \ tl tl H,",~' ~c- tJ,: tl tJ tl , r Fi<ECAJT"'JTONL __m __~~&'mm_ LOOK TRIM JL ~ I Q ~ I Q -S-I ~~. ~~ lJ]lJ] l' ~~ L -A.,lJ] Tt41RrJ FLOOR ~- H ~ I lri tj tj tJ tj if'. I 6J "'t ~ I (~ 5Tu(~c.O fiNISH, PAINTED BRONIE ANOPIIE COL/JR f.,Wl ~ I (PORTf:R PAINTS) 5Ec.oNrJ fLOOR .<;~..7rr<~^-.'c'!-",.:.., ",~,,; ,.""" :,( ,-.-' ,"' '< 'cl.;;);~,~,_,'_'_"'!,;::,<'-J';r. >" "<'-""',,;,' ;',,,"',n ""'''''''''''''', ~.-.~- l~,"~J . ' 'j (r) I (~ -1 ~ j-- . I F=lR5T FlOOR i-'~---, 9 FEr1A -~- -1r- .:""""" .. jp I if'. SEA LEVEL ~- S()l.JTlJ EIJE\T A TION - ~. E/\ST r~IJE\T A TION .,.... r- eC;\'L-f:: lie" " 1'-0" eCALf:: lie" C' 1'-0" CI AV nrr": 'fIt t: ....~J\ I N.)()t I -~- '- ",,", ''', ~ /'-- :C: ,; '" .' "'" " , ,'.:, :,,' ~,' '" .'. ~ cv "'V 'r:: o ....--; ~~ ARC.HITECTURAL MEDALLION if) S ~ -~ p - .-~ f~ (.) 'C) P (-1 CJ ~~~- ~W~ EXPOSED DECORATIVE RAFTER E06ES ~UUI~I~I~UUI~~n; ~I ~~ ~~ ~ tJ tj : ~ tJ cQ if; -n r~~ cQ ~ ~ ' . " OdES ~.~ o~ ~~~...~ ~ _rJZJ Ar[t:NT An"~J "~"""'."~_ I\~\"...I, I -~j _7 d -----;1 ..- ~-- c.;I -. , ---7 . --~ _Jc~=/" . t s I" ,:.;;-..=..:;::;::::::: -"::;..-=-~-:::'.:". .~~~..-:.. ' f ~ ' *';' ~..._- -;~~ LL '. ___..,.,..~ __ _....,-.. 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OPEN 5T AIR \- OPEN TO GARl6E .,', ,.J..,,'" ,~ '",'-"':' ,1"',";' NOT{TJ-J EIJE\T J\ TJ()N "'EST EI-,E"A TJ()N /\ r-2 ecALf.: lie"'" 1'.0" eCALf:: lie II " I'.~" ~. ~_" l "l~"',J,,, '"..,;.".",~,-- < .. "'f" ./f~.~ "', '~~,"?(;," ;t--:."",:..t:"),>;'~",,"-, --.: 0- 'l.!;t,,'';:,.c,~w;r117:~<,~t:' ,~,,;,.;. ;--',,--,,',:,,,- ',''1 __" "10' '", ' "", 'I'; <I!< ~,' , ,.' ,:';<. ^ ~~, Y,",,~ ,,--,,'~ "',4, ,.",j' -.} "'~;"" ,,! "':.'; ~..;. ,~<" ,,',' '. '~i~":>~,,_~" !I'--!':""< ;,-;, {/;:, ,'c' ~-""1-,.'1'""'!, ,~, "1'.',:/"'. ~ ,,11',';>,,;,,<:" "'""r,,,,, 0; Z ,;;:~;,o, ,'" :":1', " ':.-~- '.- /' ' 'cc. -" -,' - <\ 4,':' .., .~, :' ,-: ,"!t, ' -,' ;''- , __ '. _'" .~'" j "!;c'';- , " .'-'-:->",'~;--,{ ~;\' I'\J'_l'," ':''.<',;:',':',,<1'' ",',~ 1-),<-,''''', ,;;' :""~,,,---_>,'-:.,; ,~,;./,\".".,-", '; '~" '!" ,( ,', ,- , .' .;~ , E -0 ~ ::2: !l. co .- co N N o C!) o N (ry ~ '" o ~ -0 <i I- -l ~ '" '" '" ,- .- -- Ol 3: -0 :::: <1l rJl ti <1l -l '" '" '" .- ~ rJl .- U Q) 'e- !l. -0 C j -:-: :J "'Cf HYD I / ~- S?\'f..~ I?--/ . 'O~ '0 ~~ O~ \) ~00~~ S\~t(". o~ ~ Q)~ 't.\.. .... SURVEYOR'S REPORT AND MAP OF SURVEY: THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER, LEGAL DESCRIPTION: SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: DANA A. WYLLIE PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 5874 STATE OF FLORIDA LOT 8, BLOCK 77, MANDALAY UNIT NO, 5, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 20, PAGE 27, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ACCURACY: I. THE ACCURACY STANDARD USED FOR THIS SURVEY. AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61',17-6 FAC), IS "COMMERCIAL/HIGH RISK". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I FOOT IN 10,000 FEET. THE MINIMUM LINEAR CLOSURE FOR ALTA/ACSM LAND TITLE SURVEY IS I FOOT IN 15,000 FEET, THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE IS I FOOT IN 93,882 FEET, ABBREVIATIONS LEGEND: A/C AIR CONDITIONER B/C BACK OF CURB (C) CALCULATED DATA ~ CENTERLINE CONC CONCRETE CMP CORRUGATED METAL PIPE (D) OFFICIAL RECORDS BOOK 8310, PAGE 2172 E/P EDGE OF PAVEMENT EL ELEVATION (F) FIELD DATA FIR FOUND IRON ROD FN&D FOUND NAIL AND DISK FOP FOUND OPEN END IRON PIPE FPKD FOUND PARKER KALON NAIL AND DISK FPP FOUND PINCHED IRON PIPE IE INVERT ELEVATION O/A OVERALL OHL OVERHEAD LINES (P1) (SEE DATA SOURCE 2) (P2) (SEE DATA SOURCE 3) PB PLA T BOOK PG PAGE(S) R/W RIGHT OF WAY SEC SECTION SiR SET 1/2" IRON ROD, LB 5776 SPK&D SET PARKER KALON NAIL AND DISK, LB 5776 S/W SIDEWALK TBM TEMPORARY BENCHMARK TYP TYPICAL U/p UTILITY POLE UNK UNKNOWN TREE W/F WOOD FENCE 2. ALL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY. 3. THE FIELD MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATION RELATED TO THIS SURVEY IS BASED ON A LEVEL LOOP, USING DIFFERENTIAL LEVELING TECHNIQUES. CLOSURE ACHIEVED IS 0.025 FEET AT 1.9225 MILE LOOP LENGTH, WHICH EXCEEDS THE MINIMUM ACCURACY REQUIREMENT CALCULATED AT A MAXIMUM MISCLOSURE OF 0,069 FEET, DATA SOURCES: I. BEAR I NGS ARE BASED ON THE EAST LINE OF BLOCK 77, MAP OR PLAT ENT I TLED . A REPLAT OF LOTS I TO 8 I NCL. :.\LOCK 83 - LOTS I I TO 20 INCL, BLOCK 84 - LOTS 9 TO 16 INCL. BLOCK 85 - LOTS 5-6-7 BLOCK 86 AND ALL OF BLOCKS 76-77-78-79-80-81-82-87, UNIT NO, 5. MANDALAY, CLEARWATER BEACH, CLEARWATER, FLORIDA", BEING S20.00'00'E, AND IS SHOWN ON MAP OF SURVEY (SEE DATA SOURCE 3) 2, THE PLAT OF "MANDALAY, THE ISLE OF A THOUSAND PALMS. CLEARWATER BEACH. UNIT NO, 5", AS RECORDED IN PLAT BOOK 20, PAGE 27 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, WAS UTILIZED IN THE PREPARATION OF THIS SURVEY. 3, THE PLAT OF "A REPLAT OF LOTS I TO 8 INCL, BLOCK 83 - LOTS I I TO 20 INCL. BLOCK 84 - LOTS 9 TO 16 I~CL, BLOCK 85 - LOTS 5-6-7 BLOCK 86 AND ALL OF BLOCKS 76-77-78-79-80-81-82-87, UNIT NO.5, MANDALAY, CLEARWATER BEACH. CLEARWATER, FLORIDA', AS RECORDED IN PLAT BOOK 20, PAGE 48 OF THE PUBLIC RECORDS OF PINELLAS CO;JNTY, FLORIDA, WAS UTILIZED IN THE PREPARATION OF THIS SURVEY, 4, THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A COMMITMENT TO INSURE TITLE, PREPARED BY ATTORNEY'S TIT_E INSURANCE FUND, INC., COMMITMENT NO. CF-7084514, FUND FILE NUMBER 04-2004-1562, EFFECTIVE DATE OF MARCH 8 2004 AT 8:00 A.M. 5. THE LEGAL DESCRIPTION SHOWN HEREON IS FROM THE TITLE COMMITMENT REFERENCED IN DATA SOURCE 4, 6. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88), CONTROL BENCHMARK USED IS DESIG~ATED "AURAL RM 3", LOCATED AT THE WEST END OF AURAL STREET (AUREL STREET (F), ELEVATION = 5,40 FEET, LIMITATIONS: I, USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR / CERTIFIED TO, WILL BE THE RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR, 2, THERE MAY BE ADDITIONAL EASEMENTS AND / OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY OR MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 3, THE LOCATIONS OF THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WERE PERFORMED BY A FIELD SJRVEY AND ONLY LOCATED AS SHOWN ON THE FACE OF THIS SURVEY, ONLY THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED, NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE SURVEYOR TO VERIFY THE EXISTENCE OF ANY UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES, THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES SHOWN, COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHE~ IN SERVICE OR ABANDONED, \ \ \ t't~~O~ 4. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. 5. UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED, 6. IRRIGATION EQUIPMENT AND / OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE SHOWN HEREON. ---- 7. SHOWN ANYWHERE ON THIS SURVEY, THE WORD 'CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF A PROFESSIONAL OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT THIS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY. ---- ---- 8, SUBJECT PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "AE' (BASE FLOOD ELEVATION I I), ACCORDING TO THE 'LOOD INSURANCE RATE MAP, MAP NUMBER 12103C0102G. EFFECTIVE DATE SEPTEMBER 3, 2003, AN ACCURATE ZONE DETERMIN/\TI0N SHOULD BE MADE BY THE PREPARER OF SAID MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVER~I~NTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS PRIOR TO ANY JUDGMENTS BEING MADE FROM THE ZONE AS SHOWN, \ \ \ \ \ \ \ \ \ \ \ \ \ \ 9, ONLY NON-EXOTIC TREES, FOUR INCHES AND LARGER IN DIAMETER AT BREAST HEIGHT WERE LOCATED AND SHOWN HER~ON. 10, NO DOCUMENTS OR EASEMENTS, EITHER RECORDED OR KNOWN, WERE PROVIDED TO THIS SURVEYOR, I I. BUILDING TIES ARE PERPENDICULAR TO BOUNDARY LINES, 12, FIELD WORK FOR REVISION I WAS COMPLETED ON 3/19/2004 AND CONTAINED IN FIELD BOOK 638, PAGES 65-66, BOUNDARY INCONSISTENCIES: I, ANY ANGULAR AND / OR D I MENS 10NAl D I SCREPANC I ES BETWEEN THE LEGAL DESCR I PT I ON (S) AND THE FIELD LO,;ATED OCCUPATION BOUNDARY CORNERS, AND BOUNDARY CORNERS WITH MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR CORRESPONDING QUADRANT DIRECTIONAL MISSES, ARE SHOWN ON MAP OF SURVEY, LOT 12 BLOCK 82 (P1 ) APPARENT PHYSICAL USE: THE SUBJECT PROPERTY APPEARS TO BE USED AS AN APARTMENT COMPLEX. EASEMENTS/RIGHT-OF-WAY: I. THE RIGHT-OF-WAY INFORMATION FOR THIS SURVEY IS FROM THE PLATS REFERENCED IN DATA SOURCES 2 AND 3, PREPARED FOR: RADCLIFFE DEVELOPMENT COMPANY 2424 CURLEW ROAD PALM HARBOR. FL 34683 CERTIFIED TO: RADCLIFFE DEVELOPMENT COMPANY GUJU LAW GROUP, P,A, ATTORNEY'S TITLE INSURANCE FUND, INC, SURVEYOR'S CERTIFICATE: THIS SURVEY IS MADE FOR THE BENEFIT OF RADCLIFFE DEVELOPMENT COMPANY; GUJU LAW GROUP, P.A.; AND ATTOR~EY'S TITLE I NSURANCE FUND. I NC , I, DANA A, WYLLIE, PROFESSIONAL LAND SURVEYOR DO HEREBY CERTIFY TO THE AFORESAID PARTIES, AS OF THE DATE SET FORTH BELOW THAT I HAVE MADE A SURVEY OF A TRACT OF LAND DESCRIBED HEREON. SYMBOLS LEGEND: 00.0' CALCULA TED DIMENSION FROM STRUCTURE TO BOUNDARY / RIGHT-OF-WAY LINE UNKNOWN TREE PALM TREE I. THE ACCOMPANYING SURVEY WAS MADE ON THE GROUND AND SHOWS THE LOCATION OF BUILDINGS. STRUCTURES AND OTHER VISIBLE IMPROVEMENTS SITUATED ON THE ABOVE PREMISES, THERE ARE NO VISIBLE ABOVE GROUND ENCROACH~ENTS ON THE SUBJECT PROPERTY OR ONTO THE LAND ABUTTING SAID PROPERTY EXCEPT AS SHOWN HEREON, ~ @ V HYD FIRE HYDRANT 2, THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH LAWS REGULATING SURVEYING IN THE STATE OF FLORIDA, AND WITH THE 'MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTAjACSM LAND TITLE SURVEYS', JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, WITH NO 'TABLE A' ITEMS INCLUDED, PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS AND ACSM, AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS WERE MADE IN ACCOR)ANCE WITH THE "MINIMUM ANGLE. DISTANCE AND CLOSURE REQUIREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA/ACSW LAND TITLE SURVEYS", ( GUY ANCHOR sgo SANITARY CLEANOUT UTILITY POLE WA TER METER o CYMl rJ:'':J x POINT OF ELEVATION DANA A, WYLLIE PROFESSIONAL SURVEYOR AND MAPPER No, 5874 DATE: TITLE: AL TAl ACSM LAND TITLE SURVEY OF LOT 8, BLOCK 77, MANDALA Y THE ISLE OF A THOUSAND PALMS, CLEARW,~TER BEACH, UNIT NO.5 SECTION 5, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CLEARWATER BEACH, PINELLAS COUNTY, FLORIDA OC'f -(1 Bl s ~\\ ~O. flOR\D~ ~l~ND~l~ ~R'fJ~ ,(R, 1'1/' Cl(r- B(~C'I\, ?G A-5 ?B 20, ~ FORESIGHT SURVEYORS, INC. ,,,.~;,,,... HYDROGRAPHIC, LA~D & CONSTRUCTION SURVEYING s;p ~~jllJtl-.. 14561-8 58TH STREET NORllL CLEARWATER, FlORIDA 33760 ~ PH. (727) 539-7196 FAX (727) 539-0888 LB No.: 5776 \ \ - CORNER NOT FOUN~A ---; \ NE CORNER OF \ FOUND BLOCK 77 DRILL HOLE (P1,P2) / /~\ FN &:0 \ x,~ ,9 '>>~ , , ---- - ---- ---- - s~tE1 tP'\ lPZ) p'~~~ S1R~1' ~f) pO\~~SE1 S~ _ SO'I.~' - - - - - ---- - ---- ~ (Pi ,1'21 - \/ 77 6l0Cf"o S" ~~~D~l~'{S~~D p~l~S ~ ,'I\0\j \j~\1 ~O. Sl( Of (~C'I\, "IJ-$ \ 'tJ~\(R B pG 27 Cl(~R ?B 20, - ---- - ---- ~~~~~- -- ~ NW CORNER OF \ BLOCK 77 (P1.P2) R \ Clt.~R'fJ~ ,( \ 6l0C'f 71 \j~\I ~O. ~ d~~D~lP-, o\Np-,\(R, 1'1' Cl(P-,\, 6(~C'I\, pG A-5 p6 20, flOR\D ~ \%~~ :; ~ o. \cP;~~ ~,-::'" . -<\-.-/ \~ -.-/ ~ -.-/ 8-" ~G S,O 0\\..$\ \)0 ,~o " '0 GO~ SO~?-- o,<f...\.. 09> ~~ S ~ ?G ? \>--\..~ 1)' ~\~<f... C?'0 ~?..... \...0 oo~ ~o~ ~~'>l\>- ~~ ? c"" (''b 1<." \ ~~ xl.. '1><;' I., X o~~ Si~~~\~G \J.i\SO~R'< \..O~S r\..O~ i\O~ ~\..E. . .\.9 -.- --- O~~ S\~~~\~G \J.i\SO~R'< ./ -------- ------- o\-\\..--- 0, ?" ";0 J;< Y'\ 'Z- 0' (,o~(, .s- "'. ,>0 X ~, \ o'fJ ~ \(R Cl(~\' I "j 1\ EAST R/W LINE _____ I (P1,P2,F) I ~'6 <;,. x I.~ <;,. x OC'f 11 I' 6l ~ '{ ~l~S ~~~D~lO\jSp-,~D p~O. S c ~ 1'1\ L.l \j~\' l( 0, 6(~C\" "1 "\'1\( \S'fJ~,(R pG 2/ Cl(~R pB 20, ~":- X I CDc. (' 0", cOAle ,I. ~, X .- NO. SHEET INDEX 1 SURVEYORS REPORT. MAP OF SURVEY ADDITIONS OR DELETIONS TO SURVEY REPORTS OR MAP') BY ANYQNF ()THFR mAN mE SIGNING PARTY OR PARTIES IS PROHIBITED NO. REVISION DATE BY 1 UPDATE TO TI TLE COMMITMENT ADDITIONAL TOPO (20 N S) 3/22/04 FTM - -- - .---. -----.--- - _0.___._.--.- ~ -- . THIS SURVEY IS NOT VAllO WITHOUT THE SIGNATURE AND ORIGI'IAL RAISED SEAL OF A FLORiDA LICENSED SURVEYOR AND MAPPE,~, 0,,- ~ _ Q j<,/ f~~ ~<~, WYLLIE PROFESSIONAL SURVEYOR AND MAPPER UCEN5[ NUMBER L5 5B74 ST.....TE OF FLORIDA 3h3/0 1- I f E r GRAPHIC SCALE o I 10 L ( I N FEET ) inch = 10ft. 20 J -- SPK&D FOUND X-CUT D,40'W. ON LINE ______ SEAWALL O,Z'E PATIO 19'E ~ ~ ~ ~ ~ ~ 0) ~ 1;) J ~ ~ o ~ <~ q. ~ ~ ('" I ~ ~ '+I~L.L. \ I.." X fiLE f~ IJ P'l SHEET 1 FILE: 11333AL TA,dwg QUALITY CONTROL: DAW DRAWN BY: FTM CHECKED BY: DAW _.____.______.__.__ ________._______ __ _.._._.____. __ n___ ._______. u_ ___.___..______ PROJ. NO.: 11333 ~~ ~~;: ~g\62-le FIELD DATE: 3/09/04 SCALE: 1"= 10' OF 1 '1.~-..::':'~. -:.-'.-:....._':~-.:.......~_-...:~::.;:_l.:....:-~0~~_- r'-)0('F= I\/F= [ I \ ~<J".~ < <. <<.d'.<_'" .~~~ -4~ ~\;-----~ ~ i' ~- PRUNE AND TiE fRONDS :/1;', ----\~IJ~, ---- < --~)j ocr 1;) {'UU4 GENERAL LANDSCAPE NOTFS 'J' I'HJ ~J I ~< r (" r: . 1_,..1 ".1 It J .., ("ry nF C'1 f"',. \ ':.: ~~ r" '-.. ~ . I ;;... 1. The Landscape Contractor sholl ']rade planting beds, as required, to provide positive droinar;e and promote optirmHTl plant growth. SPREAO ~.~ n ?J r"',,"y,,1hP J""'''.f "",...9"'''"10 I. J~ <r'''~ ~~ <[J ~~$ {):t ~~J ~ ~> ~ ''"'~,:~~~~~._ ~'V:':l:~ ~:, m.s ~~~.~~~.t'-!-~t[f:<':>('~<<[~- .,=::;-.-- --...... ~\ :i ".:~:.' , '\., ;;';"J.e! ~"".- PREPARED PLANTiNG SOIL \' 'L...___._......-"'".... ...... 1I..-- ..._______ ,r--' ......... ~.- EXISTiNG UNDISTtiR8ED SOIL ;? (j "< 4 (J O' " 2. All recommended trees and plont materials Nill be groded as NI..Hsery Grade No, 1 or better os outl;"ed by the Florido DepartrTient of Agriculture ond Consumer Services, Division of Plant Industry "Grades anrj Stanrjards for Nursery Plonts", 7th Edition, 1998 as revised from time to time. . . ALL SHRUBS/GROUNDCOv'ER ;+ \ /~\ I~\I\-- ~E':c~~~c;'T~~R~~~~GS?AC;NG ~ + ----+ ---+ -- + 1\/\/\/\/ r ~-' + ~+ ~~+---[" 8" lAiN. SETBACK FeR SHRU8S c' "'OONDCO'.<RS . D.C. !;?'C,NG . ~_ a,CK OF CUR a/ 8ED liNE 3. All planting shall be done in accordance Nith the Florida Nurseryrnen's ond Gro....er's Associotions apprOved practices, " ~ ~ 9. The LGndscope Controctor shGl1 be responsible for exarnlnlnrJ fully both the site onrj the bi,j rjocuments. Discrepancies in the d'ocuments or the actual site conditions shrJl1 be reported to the Londscope Architect in /Iritinq at the time of bidrjing or discovery. No account shall be made after contract cornp:etion for failure to report such condition, or for errors on the port of the Landscope Contractor at the time of birj,jin9' 1-. All plants shall be fertilized Nith Agriform 20-10-5 tGblets as per the mGnufoctl..lrers specificrJtions in conjunction ...ith note # 5. HEIGHT ~ k ~ ~~ I'~ ~ -_.- "'.r ."~' - 5 LAYERS OF BURLAP, JJilf 5 - 2".~"xle" 'NOODEN fATTENS, i ff "S CONNECTED MlH H/' S<lEl "NO' Ji //1 ~:J- .,.--........- 2"X4" HOOD BRACE (3 EA. lAiN,) '. NAIL 10 SA TTENS ~ STAKES ...., "J ~' ,~,------- (3) 2".4"x~6" WOODEN STAKES rUED 'NO COO"'''O '~"Wo''''lli' .,;a""''"7''1L'';;:P.?-k.~"~- e" S~L S~IJ(.t.R AROUND ><A ~'VE SOIL 8ACK.f'ILL '. / --.-._~-' r..... ('/ ~ ' PLAN ,ING MOLE .........- ,,- . ... "- . _ . c'......... '-.. -r ___~, _ 'f" r' r # ---~- -. - 3" MULCH LA'rER ROOT8ALL .....-.-- \. -- '\;;;.~ ~ .J'<> " "- AS SPECifiED. PLA.CE UNlrORML Y AROUND ROOT MASS BE T',I,'EEN"- MIDDL~ AND 80!TOM ~ lAiN. 3 T:'~ES THEN1Dfrl . OF "O<JT MAS~. . --~-niE RoomAL~--- 5. The plantinrJ soil shall be the opproximote proportions os follo,~s: 50% sonrj Gnd 50% orqonic moteriol consistinrj of nlJtive pelJt,\\ell-decomposed saNdust, leaf fnold and top soil. it sh'JII provide 'J good plilJb~e ond thoroughly mixed medium .vith adequate aerotion, drlJinoge and ,'fater-holding cap'Jcity. It shall also be free of rJil extraneous debris, such rJS roots, stones"."eeds, etc. ---.......-~~VNK SliALL SE SrRAIG'rlT AND MTHOIJT CURVES. fREE OF SCARS, !3URNMARKS AND 800TS 6. All planting areas shall receive 03" layer of cypress mulch, ...hich is to be .'Iatered-in after installation. H,RTIl'ZER TABLETS AS SPECifiED. PLACE UNiFGRML Y AROUND ROOT lAASS 8ET"''EEN MIDDLE AND BOnOM OF ROOT MASS 7. The plant moterial scr,edu!e is presented for the com,enience of the Lanrjscape Contractor, In the event of a rjiscrepancy bet.'Ieen the pllJn and the plant key, the pion shall prevail. <.1: -4' w ~? ~ PLA~JT SPACING DETAIL (SECTION) N. T.S. 8. Plants shall rr,eet size, container, lJnd spocing specifications, Any material not meeting specifications sholl be removed and replaced at the contrlJctor's expense. ,): . '..1J .1 r., 3 TO 5 T1!~ES NIDn-t r ----OTROOTBALL ;... SHRUB & GROUNDCOVER PLAN TING DE TAIL :>LB. 10. The Landscape Controctor shall be responsible for secl...Iring 011 necessory applicable permits and licenses to perform the Nork set forth in this plan set ond the specifications. 11. Plant rnoteriol shrJl1 be bid as specified unless unavoilabie, at.~hich time the Landscape ;\rchitect .viii be notif:ed by in writing of intended chonges. 12, Any and all questions concerning tt-,e plan set and/or specificotions shGl1 be directed to the Landsco~e Architect ot (/27) 793--9888 GHAPHIC SCALE 1.3. There shall be no odditions, de:etions or sl".bstitutions .'Iitho'..It the written approvGI of the owner. 14, The Londscape Contractor shall guorontee. ;n Miting, plont survivobility for a period of t."el,e (12) months from final rJcceptrJnce by the O,'Iner, 10 0 5 10 1".--< <:;:.--".:L_I,.".L~:' :4 C.:':~I~\ :'II"rl..,::",.." .'."C.."'/;" <.";""'<:.-1 . . . ." " " ,..:-, " i" .~: ." LO ...~~ .",.,..;\,~.::,:;."..~ 15. All ,jirnensions to be field--checked by tr.e Landscope Contractor prior to iandscope rnoterirJI instailotion, Discrepancies shail be reported immerjiotely to the o....ner, 16. All moteriols must be os specified on the londscope pion. If materiols or labor do not adhere to specifications, they .'Iill be reJected by tr,e City Project Mana'.~er Nith proper instollation crJrried Ol..lt by Landscope Contractor at no 'Jrjrjitionel cost. ( iN n':l!:f ) 1 Inch c2 10 ft, PALM PLANTING DE fAil N. r. S. 1 1. ;\1/ permits necessary ore to be provided by the installin'] controctor unless other.'Iise specifically stoted in the specificotions 18, No contractor identification si9ns shall be permitted on the project, except for the project informotion signs. 20')<20' NA TERFRON T ViSl81L1 TY / Sf. AUGUSTINE "FLOr~1 rAM" SOD 1 9. Existin'J sod sholl be removerj as necessory to accomodate new p:ontings. 20. /l,ny existing rJreos that are disturbed during the !andscope instolllJtion shal! be resodded Nith St. Augustine "Floritam ", 2 1. The Landscape Contractor will be responsible for the collection, rernovol. IJnd proper disposol of any and 011 debris r;enerated during the instollotion of this project. 22. All areas disturbed Nithin right of NOY shall be sod(jed, ef1 IRRIGATION NOTFS 1. A ION volume irri'Jotion system, that provides 1 OO~~ covero'~e to all proposed plontings, \vill be designed and instol!ed by the Contractor. 2, The proposed Irrir]CJtion System must Ineet or exceed rJII appliclJble City code requirements. (i.e., Bock Fla.v Pre,ention, Automatic r~ain Shutoff Device, i~tC...) 3. Irrigotion system rm.lst be inspected and 'Jccepted by Landscope Architect prior to instollation of mulch. Irri'~l)tion rmJst rneet city code section .3-1203.C to provide 100% coveroge, rJnd include a rein sensor and timer, (RD. \j-g-- - ({) ~ "7 ,L... ~~\ Cj) -"'() \' -~ -I- CJ ~~, (j) Q '}) ~ ~ 4. Irrigotion rJs-buiit dr'J'Nin,]s, ....hich occ'Jrately tJnd clearly identify 011 modifications &/or substitutions, rm...st be sl..Jbmitted prior to final inspection rJnd occeptanca. 5, The Lonrjscope Controctor must coordinate tr,e plocernent tJnrj po,."er supply for trie irrigotion control timer .'Iith the General Controctor. 6. The followin'J irri']ation system cornponents 'Nill be 1...Itilized, per elJc.h manufCJctr...rers' specifications. Toro-Netofim TechLine Self C:eanin'J, Pressure--CompensrJting Emitter Line HAr~DIE .- Roinrjiol 6 StrJtion OIJtdoor Control Timer Richdale - 214APR 1" E!ectric Val've Amtec - 10" Round Valva Box. TREE r~EMOVAL TREE H SIZE GRADE 5" UNKNOWN 6" UNKNOWN 7" UNKNOWN 5" UNKNOWN 11" PALM 10" PALM 12" PALM 56" -- TOTAL mEE REMOVAL 6' HIGH MASONRY GA fE LOCA nON PLANT LIST tE:5'"' . ;J .:1> J, . C/ ' --6 _C /' 15 Ar~ H CU 39 HI 40 HO 30 NO 30 fJ 18 LM Arecastrum HornanzoftTanwn, Queen Palm, 10'-12' C. f.H. Cocoloba Uvifer3, Sea Grape, 3 GAL (2' HL)~ 3' O.C. Raphlolepis In,jTca. jnljTa Ha'.'v'thom. 3 GAL.; 2.5' O.C. Hhodo..:lendron Obtusurn, KUPJrne Azalea, 3 GAL.; 2.5' O,C. Nerlum Oleanf.:!er, Oleander, 3 G;\'L. (2' HT.)~ 3' O.C. frachelosperrnum Jasrnlnoldes, Confederate .JasmIne, 1 GAL. Ur!ope Muscar,.!. Grant Lily flJrf, 1 GAL. 20'x20' SIGHT ViSiBILITY TRIANGLE (TYP.) NOTE: OB.JECTS IVITHIN n~E SITE DISTANCE TRIANGLES MUST NOT EXCEED 30" iN HEIGHT FRCloA THE PAVEMENT (TYP,) /0' ,J 7"'" f) ,. /.... .A r') Co ......\- \. ." ~-'1.~"- ~ v- ~ C> (i, c'-~C?(O'./"'- \. 0 \O(l9{O \.1 C- O'~ (",-.q, 4L\-'" \/'~ . ',' " 'u,' ~_.~- ~ "~~~....' ISSUE OA rE: 08.26.04 . CITY OF CLEAHWA fER i.] Z Z (J z <\ _4 Z t...~ ....-- ,. \J) ll.J r~ uJ ::'3 I: I , ' r'. "..i <( !LJ I r" ...-..,. i: () u () ft:: <'( 'D lLJ t<_ 'D ~ u <( 'f) 0 '';':~ z () :S ~,.; ~ ~} ,- ' i.J 5...., .1').< /- z dQ ~ r:;; Q~~ ..." :lJ <"q..; d ,,,t ~. iLJ ~".,~~ ~ :1 ,1., or: Z ~~r Cj t'~. z /...,1-,," ) lJ "'."'1 . {~ . 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