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FLS2004-09064 (2) FLS2004-09064 300 PALM BLUFF ST PALM BLUFF PRESERVE PLANNER OF RECORD: JVS ATLAS # 268B ZONING: LMDR LAND USE: RU RECEIVED: 09/29/2004 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: CDB: CLWCoverSheet \ '1 CITY OF CLEARWATER -' PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERViCES BUILDING, 100 Soum MYRTIE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW May 16, 2005 Keith Zayac & Associates 701 Enterprise Road, Suite 404 Safety Harbor, FL 34695 RE: Development Order regarding case FLS2004-09064/ PLT2004-00014 at 300 Palm Bluff Street (Palm Bluff Subdivision) Dear Mr. Zayac: / ~ This letter constitutes a Development Order pursuant to Section 4-202.E of the CommunitYJ Development Code. On November 12, 2004, the Development Review Committee (DRC) reviewed your application for Preliminary Plat approval to create eight new residential lots and one common area lot (PLT2004-00014) and Flexible Standard Development (FLS2004-09064) to construct eight new detached dwelling units, in the LMDR zoning district, per Sections 2-203.C (Residential Infill Project) and 4-703.A. The request includes: Lot 1: Front (west) Setback from 25.0 feet to 12.7 feet to building Increase in building height from 25 feet to 35 feet measured from the mean average of existing grade to the flat rooftop. Lot 2: Front (west) Setback from 25.0 feet to 4.96 to building Front (east) Setback from 25.0 feet to 15.0 feet to building Front (south) Setback from 25.0 feet to 5.0 feet to building Increase in building height from 25 feet to 35 feet measured from the mean average of existing grade to the flat rooftop. Lot 3: Front (east) Setback from 25.0 feet to 15.0 feet to building Increase in building height from 25 feet to 35 feet measured from the mean average of existing grade to the flat rooftop. o I Lot 4: Front (south) Setback from 25.0 feet to 15.0 feet to building Front (west) Setback from 25.0 feet to 5.0 feet to building Front (west) Setback from 25.0 feet to 5.0 feet to building BRIAN] AUNG~I, MAYOR FRA1'<K H!flIWm, VICC MAYOR BILL ]ON,ON, COLINCILMn!flCR ~ HoY! HA.\IILl 01'<, COl'!;CII \IC\lHCR CARLCN A Pc I CR~rN, COUNC II \IC\!flCR "EQUAL EMI'LO'rMEN 1 AND AFFIRMAIWE ACJ ION EMPLOYER" '( May 16, 2005 Zayac & Assoc. - Page Two Lot 4: Side (east) Setback from 25.0 feet to zero feet to pavement SIde (north) Setback from 25.0 feet to zero feet to pavement Increase in building height from 25 feet to 35 feet measured from the mean average of existing grade to the flat rooftop. Lot 5: Front (west) Setback from 25.0 feet to 7.0 feet to building Front (south) Setback from 25.0 feet to 15.11 feet to building Front (north) Setback from 25.0 feet to 8,22 feet to building Lot 6: Front (east) Setback from 25.0 feet to 5.39 feet to building Front (south) Setback from 25.0 feet to 18.2 feet to buildmg Front (north) Setback from 25.0 feet to 7.0 feet to buildmg Lot 7: Front (south) Setback from 25.0 feet to 17.46 feet to building Rear (north) Setback from 15.0 feet to 10.12 feet to building Side (east) Setback from 5.0 feet to 2.0 feet to pavement Lot 8: Front (south) Setback from 25.0 feet to 5.0 feet to building Front (east) Setback :from 25.0 feet to 5.63 feet to building .: The DRC recommended approval ofthe application with the following bases and conditions: Bases for Approval: 1. The proposal complies with Residential Infill Criteria under the provisions of Section 2-203.C; 2. The plan complies with General Applicability Critena under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Conditions for Approval: 1. That Final plat application and plat be submitted to the Engineering Department. Plat must be approved by City Council prior to recording with Pinellas County. 2. That Final plat is recorded with Pinellas County prior to the issuance of a building permit. 3. That any future additions to lots 1 through 8 comply with a 0.65 Impervious Surface Ratio (ISR). 4. That prior to issuance of a building permit, plans will indicate how entrance gates will be operated i.e. gate console; 5. That prior to issuance of a building permit, provide a double ring infiltrometer test at the retention pond demonstrating a 24 hour recovery time; 6. That prior to issuance of a building permit, plans will indicate the garage floor elevations for all the homes and show that in a 100yr. storm that they will not flood; 7. That prior to issuance of a building permit, provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture; and 8. That all Fire Department Code requirements be met prior to the issuance of any permits. S IPlanmng DepartmentlC D B\Flex Standard (FLS)IPendzng Casesl2 - Reviewed and PendznglPalm Bluff 300 (LMDR) aWaltzng resub JVSIPalm Bluff St 300 Development Older doc 0, " ~ May 16, 2005 Zayac & Assoc. - Page Three I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above eight conditions. The approval is based on and must adhere to the site plan and application received October 8, 2004, revised building elevations dated received January 27,2005 and the revised site plan dated received May 6,2005. Pursuant to Section 4-303, an application for a building permit shall be made withm one year of Flexible Standard Development approval (May 16, 2006). All required certificates of occupancy shall with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Pursuant to Section 4-502.A, an appeal may be initiated within seven days of the date the Development Order is issued by an applicant or property owners within the required notice area and who presented competent substantial evidence in the Level One review. A copy of the Development Order is being sent to those surrounding property owners who presented competent substantial evidence in the Level One review. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case will expire on May 23, 2005, (seven days from date of Development Order). If you have any questions, please do not hesitate to call John Schodtler, Planner I, at 727-562-4604. You can access zoning for parcels within the City through our website: www.myclearwater.com. * Make Us Your Favorite! ~~ Michael Delk, AICP Planning Director S IPlannlng DepartmentlC D ElFlex Standard (FLS)\Pendmg Cases\2 . ReViewed and PendmglPalm Bluff 300 (LMDR) aWaltmg resub JVSIPalm Bluff St 300 Development Order doc w.o. 2630.1 f}j ~ ~ ~ ;:) (J ~ ~ POC P.O.B. (D) (M) (C) PG.(s) OR, PB, (R) R /), C E CIP SMH MES. T,O.B, T,O.S, G = Point of Commencement = Point of Beginning = Data per Description = Measured Data = Calculated Data = Page (s) = Official Record Book = Plat Book = Radial Line & Direction Radius = Delta Angle = Top of Curb = Edge of Pavement = Cast Iron Pipe = Storm Sewer Manhole = Mitered End Section = Top of Bank = Toe of Slope Gutter p A R C [ L 4 p (! \ \\: \~'" ~, )" c:=: ::::- I~ - 0091 1// A II : J~I ~, . "ff SANITARY MANHOLE " Ii RIM ELEV. - 2162 Ii NORTH I.E - 19.09 Ii SOUTH I.E - 19.06 Iii Ii Ii Ii " II. /}. 1/ Ii Ii Ii '.' '-I, Ii Ii Ii " " ~,{, / 1/> I 'Ii' . 'Ii /{ Ii Ii Ii '^".' Ii ~ " 'I, Ii , ," Ii ~ . (' R /1} ~ /'. ' Ii'. , ~cy, 'f/ "- /, ,l/' I~. / 'I' ,'" i ". /7"'1/' ".0// 0 Ii C1::: DRAINAGE t.~ \j~./!p '- I~ RIM ELEV ~ 21.10 '~I'/ ----rr ~ NORTl1 I.E - 16.30 /~ " I Ii r-.. SOUTl1 I.E. 16.20 -' ~ ! '-J WEST IE - 16.93 1'/' :' II ~ '.' ,) Ii" r'; II ,73,- Q:> ! )")1 , 1,;/1 ! ~i ~.~ I I ..~ /~I \ / I I Ii . "~/ rry , / I I:' "( :~,~il : // 1# I t"J1 . Ii ,0 " II I I . Ii ~~../.i.i II I:' ~ ,(/),1 Ii "- / :' ,/ II Ii ,/, /{-.} 'i II // il Ii 0 ,". , II -'/' II . ,j{ " ;.. 0 18 ," ~ " II;.;,Q:' I~' ; , I I - I I:' '-' I I . I:' if) 'I I I II 0 , , /I 1"1 -!i . " ./ ./~~':~' II l~' (. @ -'\'.: ./' " ---..-:: ~::-:::~::~':~-- '" '. " ~ K ,'c( , , _.,.. ~. . I I ,~' ~~..-.. '. - \ /ffiup ,. ".,'" "'''' ,', II ; " , .._,..........'0 ,',;\.J....:)~,:\ ..J,:,. .. /1 " " _ =- ::::-~I~Cp ""-_'..~,__,,__.._.,:c' \Q~J7.: ~, ii1- 1M.., - 1981 124 ...." FOp, ,/ 1'1 I j,',1 P A --=-~-:~;{====-- _-e,r) ./ /~"'------'~~:=_~/L!~._E~~~I~~'r... .;~,~.~.._..~ ~... ,//,1 .. ,; L M 8 -~_ o. '-. ~,-" ,.,._.'~' CU:;." ,...._~~\~ '.. .'J" L U F F-L - S:::::-::::-T-~~R~' --~~ -:- _'0 ".' ..---:.....--,-..-._..___:__.'~:~__'!.~.I.~..:_t..~:~ '" ~~, ,>'~ "'" -- ,':: I I {/ /' ~E [--T~~-'=:: ~-~,~-===- -~ """., ______.,..-.-:"....0;:1: ")l'v/ I:' :,.11 DRAINAGE l.lANHOLE (50 ' R/-';:--~-::::::---~ ," .'...,..H....., 1"li / '1" -It RIU ELEV - 1962 w) - -,... ---_~.__=-- I NORTH IE: - 1412 --::::::---::::--=. #rf'-'('" EAST IE - 121::.n -- ~- .' "'I~ SOUTl1 IE _ 1:02 - ..~ ;;:::--.:.. v s ~. !;,'':.i: WES T I.E - 1232 :::: - 6"-ooy 116' - - :::: -' 0 DRAINAGE MANHOLE ""':.-\ 'L SANITARY MANHOLE RIl.l ELEV. - 22.14 -;Q "Q:> RIM ELEV - 22 17 NORTl1 1.( = 14.14 ~\\ NORTl1 1.( - III 32 SOUTH IE - 15.54 EAST IE. = 1852 WEST I.E. - 13.60 soun... IE - 1812 TOP Of 8" CLAY PIPE _ 1909 In . . . . WEST I.E. - 18.17 BOUNDARY, TOPOGRAPHIC, & TREE SURVEY -::~-' ........... --.,. 'J(./ ___....... I ~--. . j 1-.- LOT 74 '".' , .:.- \.../ I ---'" , , ?, I '-' <_,',,-/ I '---1 . 2) ... LOT 73 '---~-"" -- .':0 79051 '46"W it t' L' .1..-" '--.J , <1; I~~ (')-; ',..... ...... /--'1 ,2; h. { ! / '.........-...'1. ,. ( DRAINAGE UANHOLE RIU ELEV. - 21.21 I.E. - 17.23 .\ _/ I I ., . , '\ 'r. \ ~ } :. \+.,.~ " '" ,---"-1-, '~., -, .. ~\ LOT 7 2 "'1--_. .....}-'. ./ . .,.,.u----~~.2~ ;-;, r ' / '::. 1 --t.-,. ....--.---.-- ."' . :' I .. r I \. ("..; '-~' i '_r,i --'___n_______ . ,'< ------.-. t------.- --r..-------.. ''\: . '--'r "'::', ._.-~ ---or ---- I 1 - ", I ..,,-J, ", r.~ '. 1"---- -..' . .. f - '. '-. , . I /'" I f I ,..-----...... r-',~,_ LOT 70 "'~.t. .,.:..," 1\..' ':' '-:. <<, :- " - - .; ,/ q) ::; ~ -L~:.,'1 . : ~~. ~""- . f8-~:-- __' ','f -- ---.;;:: -...-, __i~ DRAINAGf MANHOLE RIM ELE V. - 15.45 EAST I.E. - 7.37 WEST IE. - 1 03 Ir-) I {yfH LEGEND Iwv CU; F.I.R. F.P,P. F,O.P. P,C,P, F,C.M, S,I.R, LB P.L.S, C,S. CONC, S/W ct R/W N/C C.B.S. G,E. G.1. I.E. WM Found Iron Rod & Cap Found Pinched Pipe Found Open Pipe & Cap Permanen t Con trol Poin t Found Concrete Monument Set Iron & Cap LS, # 2865 = Corporate Certificate Number Professional Land Surveyor Concrete Slab Concrete Sidewalk Centerline Right-of-Way = No Cap = Concrete Block Structure = Grate Elevation = Grate Inlet = Invert Elevation = Water Meter D/W M,O.L +/- Ac, C.P,B. D.B. PP WV SSMH FPMH CO L/P OHW FHA LA C/C EI CMP RCP GV JOB NO.: 2630 SHEET I of 2 = Driveway = More or Less = Plus or Minus (more or less) = Acres = Condominium Plat Book = Deed Book = POWER POLE = Water Valve = Sanitary Sewer Manhole = Florida Power Co. Manhole = Cleanout = Light Pole = Overhead Wires = Fire Hydrant Assembly = Landscape Area = Covered Concrete = Elevation = Corrugated Metal Pipe = Reinforced Concrete Pipe = Gate Valve I, DENNIS J. EYRE, THE SURVEYOR IN RESPONSIBLE CHARGE, HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF, I FURTHER CERTIFY THA T THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS IN SECTION 472027, FLORIDA STATUTES (OR RULE CHAPTER 61G17--6" FAC.) SURVEY NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL j.,-, .. - I SECTION 09, TWP. PINELLAS I 29 S., RGE. COU N TY, ~ ~ ~ GRAPHIC SCALE 20 0 ~ 10 I /r~:.:~ "--... .'" 1] \\ <.:>- --.:. --~.- ~~\ . II;! , " It/ < < Ill, ' }II i:jJ i/l II' .//1 .Il ':~ I.':' lh' ~:i.t A I, ,: C '[-' , \ t:l.' . ' / .l: . .l.i; , I,' I /(, hi I/Ii ,1 LEGAL SEE TREE LEGEND: ,6. Oak (Size os Noted) o Palm (Size os Noted) o Camphor (Size os Noted) o Pine (Size os Noted) '\J Bo//lebrush (Size os Noted) ~ Walnut (Size os Noted) @ Citrus (Size os Noted) Ell Maple (Size os Noted) 0- Hickory (Size os Noted) o Cherry Laurel (Size os Noted) 20 I 40 I 15 E. FLORIDA 80 I NOTES: 1, PLANIMETRIC FEATURES SHOWN HEREON WERE DETERMINED BY STANDARD FIELD SURVEYING METHODS. 2. SURVEY IS SUBJECT TO A TITLE SEARCH FOR EASEMENTS, RIGHTS-OF -WA Y AND OTHER MATTERS OF RECORD. 3. ELEVA nONS BASED ON N.G.S. BENCHMARK "w 1 03", ELEV. = 30 36 N A VD 1988, 4, CONTOUR INTERVAL EQUALS ONE (1) FOOT. 5, TREE CANOPIES ARE DERIVED BY MEASUREMENTS BY BOEN'S TREE SERVICE AND DEPICTED GRAPHICALLY NO SURVEY OBSERVA nONS OF THE TREE CANOPIES WERE MADE BY THIS SURVEYOR, 6. SEE SHEET 2 of 2 FOR COMPLETE BOUNDARY INFORMATION. ( IN FEET ) inch = 20 ft DESCRIPTION: SHEET 2 of 2. FLOOD STATEMENT: THIS STRUCTURE APPEARS TO BE IN FLOOD ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 125139 0106 D. MAP REVISED DA TE MAY 06, 1996 AS PROVIDED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. DRAWN BY: C.W.jJ.V.E.jJ.S,B, U LI ptl!lmber t . 4 PARCELS J.k4: 5<<>tl!lmber 1.3, 2004 T1?E'E CANOPIES: August 16. 2004 CON TOURS 4t KLL: Jun~ 15. 2004 UPOA TE:: May 20, 2004 OA TE: April 12. 2000 CHECKED BY: D.J.E, SCALE: t" = 20' " \ Nq:,2865 l'. I, ^. INC. GEODATA SYSTEMS INC. 1822 DREW ST. SUITE 8 CLEARWA TER, FL 33765 PHONE: (727) 734-0929 -1r- ~ ~ ~ t1 ti I I Cl,) cri I I \(1) 90' ELBOW ~ ~ -- -- CONNECT TO EXIST. 4" POTABLE WATER STUB , SAN MH-4 RIM ELEV= 10,70 (NE)INV= 6. 30 ~ (S)INV= 5,70 14" . LIFT STATION (SEE SHEET 8.1 FOR DETAIL) (1)4"xl" TEE- 31 32 · .- .JS . 33 .J ~4. . 30 , J;.38 . / / ...J_____ I I ~ / --J... 4" SAN. SERVICE STUB (TYPY\ 3/4" SINGLE RESIDENTIAL W,S'\ x 3/4" SINGLE RESIDENTIAL'W,S. .75 79 80 86 ~ 1" 0 A~ RESID T W.S ) ) /' . :.<'. // --(' \, '-. nl j" ';';, -- -- - "' ./. '(2)4"X3/~' X --- SAN SERVICE C.O, (TYP. ) (1) 6" TEE F.H. ASSEM~Y '. (1)(" G, V. 47LF-a" SAN SS ,PVC @ --.....;. SS 0,40% 14J;. -- I I I I I / I / / I I I I / / I / / / I I *' X~ /- IX )"1 il / I / it' ~II k: u I :> / Q . i! I Y, / il I I / i!1 I / I -- J 4" SAN. SERVICE STUB (TYP.( SAN MH-1 RIM ELEV= 10.80 "'~ (N)INV= 5.40 '- (E)INV= 5.40 (S)INV= 5.40 '(W)INV.= .5.30 X ~. ," ~- -SAN MH-3 RIM ELEV= 10.35 (N)INV= 5.6. . (E)INV=' 5.5 '(SW)INV= 5.6 SAN MH-2 RIM ELEV= 10,50 (N)INV= 501 (E)INV= 5.11 (W)INV= 5.23 x 4" SAN SERVICE STUB (TYP.) .' , I I ~ ~ ~ !S/ ....J QJ ~ if 2. 4" WS\ . 3 ,-2" PVC F,M. ./ / (1)4"x3/4" TEE---/ II CONNECT TO EXIST. 4" POTABLE WATER- STUB j 3/4" SINGLE RESIDENTIAL W.S, / ~ A L M (1) 4"x3/4" TEEY B L U r F * -- ~ss '-" 6S r / \.. 4" SAN, SERVICE STUB (TYP.) X .,29 '~ 128..- 13i 126. 9" . 13~ . X 134 x I f x (1) 45" ELBOW ~ GRAPHIC SCALE 10 I 40 I 20 I ( IN FEET ) 1 inch = 20 ft. 'vi ss LEGEND PROPERTY LINE 'vi PROPOSED POTABLE SERVICE ss PROPOSED SANITARY SERVICE ~~ffi;:~~~ 1 . 9. ~ 10. ~ ~ 11 . () "1- \. ::\ '-(1) 6" TAPPING SLEEVE & VALVE OPEN CUT & REPAIR "'C( PAVEMENT (TYP,) "'C( ---J o G.J () C/) o OPEN CUT & //'PAVEMENT REPAIR / CORE DRILL EXIST. //'SAN M.H. @ INV=18.20 / UTILITY LINE TO BE DIRECTIONALL Y BORED EXISTING POTABLE SERVICE EXISTING SANITARY SERVICE UTILITY NOTES 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. 2 1/2" STAND PIPE ~fiM~ '. F'M~. ,. . ,,' ,I='M,~' ~-.:-.r:M...~.'-?.... .~ ~. " .t::M. """'--'F ' '~'~~n, . ~"::W 123 ,__ OPEN CUT & // -PAVEMENT REPAIR / STR~T / ,.. DUAL RESIDENTIAL WS-/ /~/ (50' R /W//{ (1) 4"Xl" TEE~ 3/4" SINGLE RESIDENTIAL W.S.- (1) 4"x.3/4" TEE 3. CON TRACTOR SHALL NOTIFY AND COORDINATE SEWER SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT. CONTRACTOR TO COORDINATE INST ALLA TION OF ELECTRICAL POWER SERVICE WITH LOCAL ELECTRIC COMPANY. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER EXISTING UTILITIES, SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES, 4. 5, 6, 7. I~WORMA TION 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 fIND JOR CONFLICTS. 8, L.;NDERGROUND WA TERMAINS SHALL BE INSTALLED, AND COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. CONTRACTOR SHALL INSTALL FIRE SERVICE LINE FROM TAPPING ~LEEVE & VALVE TO THE LOCATION OF BACKFLOW PREVENTER AND FROM DEVICE TO BLDG. Ir~STALL A KNOX KEY BOX FOR EMERGENCY ACCESS AS PER N~-P A 1, SEC. 3-6 AND INSTALL PRIOR TO BUILDING FINAL INSPECTION, DIRECTIONAL BORE W.M. UNDER TREE CANOPIES TO AVOID DESTRUCTION OF TREE ROOTS. G Z Z . z U:S ZL ~~ r: ~~ U5 O~ V)~ V)o <(~ ut Z u :s~ In <( .~~ >- \.J g< , z tJ:I.Q ;5 5 ~.~. r: ~ ~f5 t- V ~~ - ~ ~.~ ~~ ~.~ .::::L U r-- tl) C\1 CO U 0 ......:l CY'J ~ CY'J ......:l ~ ~ - ~ Q ~ ~ ~ Z ~ ~ ~ lfl 0 ~ ::s z ~ ~ 0 0 U ~ ......:l <r: u ~ ~ :> ~ ~ ~ ~ j:q Q CO 0 ~ 0 ~ Z ~ CJ ~ lfl ~ ~ ~ 0 ~ ~ ~ I--l ~ 0 Z ~ ~ ~ ~ ~ ~ ~ ~ ~ E-t E-t I--l ~ ~ ~ I--l E-t ~ ~ ~ ~ z ~ 0 U W F <( ~ u <( 0 w z ~ ~ <( I-- I-- Z U U W W I- J J W 0 0 W 0:: 0:: I 0.. 0.. (/) N >- :::L: III I-- Z w :::J u ~ >- I- U 0:: W 0.. :> w 0:: z o F 0.. 0:: U (/) W o '<t o cO o c:i ~ W I- <( o N o z ~W>-1II-0ZUl ~ W W Z (3 Z W ~o OW wOO: zf:l 0Ul i/i(3 W Ul~ Ul ~<( z>- ::Jm 00 ::J~ <(Ul >0 I-m 0:::;; zw DRAWN BY: RJM CHECK BY: KEZ ORIGINAL DATEI 09,17.04 I SHEET 7 OF 1 0 ISSUE DATE: 10.08.04 .. ;!: >' g ~ . Q. ! I i I!! I ~ ~ h =1 h ~I I!Ul ilL) ;iz g.-- !is !I <r: ;lrY /!!~O- i- II ~lE>- ;!er: li<r: !~z ~~- ii:2 IlllE ~I~ ~i I~W tier: I~~ ii J i~ II I~ ~I i.. ..;!: ;!:~ I; ~;! ~~ I~ 19 lE~ I~ i! .... "g I~ ~: il ~~ ~~ Ii ~: n Ii i~ ~I I~ il -I ~~ !~ J II !~ CJ) ..~ z ~~ 0 ~a - i~ I-- DATE ;~ ~ JANUA~}..o05 i~ W 1" = 10'-0" II!! -.J I' W Ii ~ ,: 0 I! d . ~ ::::) II m OF 1 - _~_ [))( ~~X(I )( Xl] ___ ELEY... D D D D ~ +54'-0 -- - llX.J( (I) Jf :xtU)( ~xmx)(f) ~ ~ !i Q. o IE ;!: ~ ~ ; - ELEV. .. +54'- 0 ..... .. !: t ~ 9 ~ .. .. - DX.J(.(I) Jf ~~xn /~ "'"~ n /-", h.OT ;bJ =~!E: -22;-00- ~ ~ ~ TC'R: 5aO ~ ! III b z ~ ii I ! I - - I---- _~____________ ])()(l _ _ ELEV. .AI . - ~ - - - - +42'-0 (-r\ ~ ~ (-r--, ___ ~ ~ ~ _J]:E: ?2.Q~__ ~ ~ ~ - OOTIO --- I ax ymy J( [I] (11 ') 3( (I) 3( Yn I-- (I) (11 3{ )( (11 )('"")(1] , 3fl.'L 3 ~~..! [))( ')( (I) ')( -'-- _ ....- ELEV.... +42'- 0 - -,--8&8- lID( J( IIlX XJRX Xl ".~~~ ~ ~ ~ ,_ r, , - I-- ELEV. .. +40'- 0 -"\ _ /'~Il /-r\ (~r\ ___lD(~"~ ~ 11-= L\lJ ~~ [ill ~:E: ~~.C 0 T LJI-..: ~.~.(JO ,., \'b'~ - - >----. / ~ I Xn[)6 _I-- [)y~e I I . j], I .U I - )(n [D( J( III ')( - --- - FF =. -10 "1\ TC ~: 4U.UL - - __ D)([)l~ ~W ;; ~ ~m ~ )("'n ELEV. ... - - - +~~'O'" +18'-0 - ELEV. ... +22'- 0 --------- ______________ ELEV... +22' 0 ,. .. :s: i: i i: 15 i . _ I- ELEV.... +20' 0 "'7 --------- [)( * II) '3{ 3( (11 (11 ~ ".)(l ~... _. .... ~ (~) 1-7.' S @ i: /!! ; -, ,. ., I ~ I L GARAGE ELEV. I ~ I L GARAGE ELEV. .- GARAGE ELEV. - PALM BLUFF ELEVATION l/I :z: t ~ ~ G ~ SCALE 1"=10'-0" .....-;T ---------------+~o~ .. .. ~ ; III i I I I ELEV. -0 vvv o f g I I " ~ ~~ ~~ ' q vvv vvv ELEV. .. +54'-0 I L_____ GARA~ ELEV, _______~ I L_____ GARA~ELEV. _______~ PALM BLUFF ELEVATION seAl F 1"=10'-0. - [))( )('m ~ III 3( If (1))( XC ~ - ~_ [X~ ~ X(ll')( Xll - 1-- ELEV, .e - - - __tD( 3{(11)(Xm my ~(I)Vxn - +54'-0 ~ ELEV. - 0 0 - -- I' r\ r-r\ -- _ ELEV... +55'-30 - +52' -30 /-~ - _ [))( ym")( Jf (1))(" * III If ~ D D DO I' ~ - ~ 6 ~ --- ~ ~ x ())( ")(] .- ------ I t! J! U-1 - I'-'" LOT #2 ( r\ - ])(y - ~ ~ ~ f '" - r, I -- ~ ~ .-- - -- -- F~ -~3C ------- ~ DO F ~l - 2 3.3C LOT #' ..... /'-", - . - -. ~ '-- / r\ T JI ~: 5 5.30 ~ ~ ~ ~ ~ ~ ~ ~ ;F~-26 ........., ~ K:~ T : 23( - --- " r. ~ ~ ~ - II .. ........ I .., '7' "'Ii TOR: 54 - ------ --- ODD ~ ~ ~ -- -------- ~ DO - -- -- -0-0-- ~ ~I~ DD -- -- ~ -- ,- .... - '- EL7Y' ... - - .~ - E~V. .... ,- ".. -- +23 4 - +23' '4'" -- I .... .... I I ... ! I L-_______ GARAGE_ELEV. ____ .-J OSCEOLA AVENUE ELEVATION - L______~ElEV:______~ ORIGINAL ,,;;."'1"'" jA\\~ ! '; ~005 APLLIED MOLD. ~ .,Iri ~ ~"I ~I -y -y -y ~ l} :>t~ A rI1 ~. ~ ~' A ;t"~ u ~~, ,~All~ Ai<. ~~ ~ Vf~ l 't ~ ~~~~~,.il1'II{>-'" ;"; > ~l~,p;~ \:"~1" ;~!!o~t;t"~ ~~ ~ <<r vif(4) ..}~~!} ~~'II:W ~L~ '>z:'~'-tt.'J ~I:\- 'i'IJ'/ '" \: "',1" '- ~ ':R/r y "Pr ~~ "" li'f~rL"'IJ\.,f'~1 ~ ,'/! '? ~.,}'A ~' .':;}'.C, '>z:'~,..a III /.l',t .6~" ~:..~~~" ~ tf}~~ ,:', ./~ifait 1"1 ~~/ " 'f: ,C {'1:~ (' '?~~'\' .f,,~~ ~cJ ~ ...~W~; ~'"~ ,of ~~1:\, -y-Y-y % l^~ *~~~~,~~~ '''<2 ZSfl' . :~ ~~ I ...... ::J/rJ{ r"'.". ,~~ ~ ,/ ~~...~ :-I'I!:, Il t \J A ~ ~tP l:c 1l<.'1 ' ~ xmx.. )(:.Ill " '~-1~~ ~f~ ~''::J:'-- llX )(mY~ - ~~"~ 14.f fl"' Jei 'JC r===~M ~. l.,trt~IX)(m 1If)(~1II)( ~. - .-- '"", ~- rffJ,t.::'~ ~ _ Y(~ ~ ~ 0 ... :"'1;.." <<!: :< ~.v - \ iJ ~.",,"w +"~ :. -,-..A' '.... 'I' q '" ~~ /' ";~ l'I ~ ,:, \ ~ D D "'If '-M- ~ /' - r\ · tlll ~ ~N. ~ I ~ llX X -~ rJ. ~r'~, - I.l!, ~ lI"l- ~ ~ ~ ~l'f,~~I\~ - ~ ~I = \'l F __u < >S ___ ... ..,~,... ~~ ~ ~'"- - ~ ~ ~ ,fty Yf ,0> .U-1 ~~} '1l~~~~~ F 1:=' 1_ r\ ~ ....... ..... '=- ...... J~ ~~ ~ '\.' ': - - IDO(ll - __L 0 T_ #2_ ' ;(~ -.-. T - 2; .If.1~,, "~N" "''' \ l' ," ~~'1."" dV · ~ ,.i · ~ - - - -..: ) ~ ,~ ~~.r ~ E ,~__ ~ 1f"lS' " ,,>s:: tt[OT #~ ~ ptjo::7" '~~ ~ ~ ~ /-1". TF~: ~2. 33:~ - ,~ ~ , "IJ h ~ r.-' rc 1 ~~b ;:1~~.331~. 1- · ~ ~ K~ S _ :-, " '" " . ~E: -26t\~:: ~l6lA- < III ,~<~SI~ (~!l ~ " ~~ '-~'~ ~~~ ~-- -~~~~~--- -- (' ~p~"' =r~ e \j ..~ tj lK)R: 541Q!..... ~ .~' \, - ~ I~I ---"" '" --c-- ~ - == ---- " " "'.}[ I-t -~ 1':: ~ D ~.-- 'v ~~ I~ ~::: ==., I [lIiM1> = 1= r c..y~ 1 J '1J ' IV ~ I ,}= J "" \~~ ~ Fe <: _'~ = ' - Co cf:rttL i7' ~ ' _ _ -... _-R >-- ="'r.-Jo/1 - --- - -==i----- --------- "- - ~'j~ I I +20 - 4 .~ -- ... . ...... ~ U 'If lI;;:f' ~ : T .' 36.x36. CONC.PIER TYPICAL CUSTOM MlL FENCE TYP. . o I 'in . \D ./ ;'" ./ CONC. BASE FENCE ELEVATION SMOOTH STUCCO FINISH F9IIIIL - ~ I~~ SCALE >r=1'-O. ........ ~~-- .u1t'-t..... =- ~ ,. AEVISIONS BY z~ (f) () ~ W-~ ~ (f) ;2 L::: W 8S <Co~ ~I-~~.~ <U.c::< \D 0...i2:>-< -!nO -< O:::!n u.. ~~~ ::I: 0... W > er: W Ul W CY L.L. ~w f- <( LLs LLCt: ~j ~d rn <( o Ct: o --.J LL :2 ~ <r: ~ DAAWN R.B. / M.J. CI-IECKEC ..JOEl NO. SHEeT 02 SH~!!!'T'B "INVESTIGATE BEFORE YOU EXCAVATE" , - CALL SUNSHINE 6 1-800-432-4770 FL STATUTE 553.851 (1979) REQUIRES A MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. VICINITY MAP ~ Eo., ~ Q ~ N.T.S. ~''''~ ,,;' lI... .-' ."). . SECT. 9, TWN. 29 S., RNG. 15 E. LOCATION MAP ~ ~ · ,11 Z '5 "" . Q .'3; a. & ~ <:( ~. ..... !::. ; D < u: (l) ~ E' 0.' <- ... !:ll ..... Q. jft ~ )i 'l(' f ~ a ....0 ~<' ti * t:: ~ Faitmoot St :t- II f$ ~.St~ J Gtant St A ~ Cart'ton 8t I!): .... Tangeru'lt St E.ngman 5t % La"lI" $t (;) i g ~ 8 0- ~ CRrw<<te,. ffdrlmr ~ o tl )> < ~ J#d:. i ~.<.r1 <(~ .c::. o .f!! ... ... ~ .t:' EJdndg-e Sf C<t Maplf! $t Lee~ Ph'l.n St Semitlol~ $t ... St#diutn ~ ::) r o ~ c. g )> <: ~. & <(' b a ~ -. "- e u... NOTE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION, ROADWAY AND TRAFFIC DESIGN STANDARDS AND CITY OF CLEARWA TER CONSTRUCTION STANDARDS. z (... <$ I /. PROJECT LOCATION PREPARED FOR INDEX COVER SHEET 1 WISNE DEVELOPMENT, L.L.C. PRELIMINARY PLAT 2 GENERAL NOTES 3 3408 BEACON STREET POMPANO BEACH, FLORIDA 33062 DEMOLITION PLAN 4 SITE PLAN 5 GRADING & DRAINAGE PLAN 6 UTILITY PLAN 7 PROJECT LOCATION GENERAL DETAILS 8.0 UTILITY DETAILS 9.0-9.1 PALM BLUFFS LANDSCAPE PLAN 10 *NOTE: THESE PLANS ARE PART OF A PRELIM INARY PLAT SUBMITTAL PARCEL 1: 09-29-15-65448-000-001 0 300 PALM BLUFF STREET CLEARWATER, FL 33755 09-29-15-65448-002-0130 1206 OSCEOLA AVENUE CLEARWATER, FL 33755 LEGAL DESCRIPTION: Lots, 10, 11, 12, 13, 14, 15, 16, 18, and the South five feet of Lot 17, of Palm Bluff Subdivision, according to the Map or Plat thereof as recorded in Plat Book 5, Page 14, of the Public Records of Pinellas County, Florida, together with any and 011 riparian and littoral right~ thereunto appertaining. PARCEL 2: LEGAL DESCRIPTION PARCEL 3: O.R, Book 6804, Page 0481 O.R, Book 4889, Page 1937 BEGINNING AT THE SOUTHWEST CORNER OF LOT 10 OF PALM BLUF,' AI..'CORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 5, PAGE 14, PINELLAS COUNTY RECORDS. SAME BEING AT AVERAGE HIGH WATER LINE CLEA.FiWATER BAY; THENCE WESTERLY 705 FEET ON AND ALONG THE PROJECTED SOUTH LINE OF SAID LOT 10; THENCE IN A NORTHERLY COURSE TO A POINT O:='C'-;")ITE TO AND PARALLEL WITH THE PROJECTED NORTH LINE OF THE SOUTH 38.3 FEET OF LOT 11 OF SAID SUBDIVISION; THENCE EASTERLY 705 FEET TO THf !\j(IHHWEST CORNER OF SAID 38.3 FEET OF LOT 11, SAME BEING AT THE AVERAGE HIGH WA TER LINE OF CLEARWATER BAY; THENCE IN A SOUTHERL Y COUKS~ A:_ONG AVERAGE HIGH WATER LINE TO A POINT OF BEGINNING; ALL LYING AND BEING IN SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST, COUNTY OF PINELLAS, STATE OF FLORIDA. PARCEL 4: FROM THE SOUTHEAST CORNER OF GOVERNMENT LOT 2, SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST, RUN NORTH 830.4 FEET ALONG THE EAST LINE OF SAID SECTION 9; THENCE NORTH 79 DEGREES 00' WEST 1323.96 FEET TO POINT OF BEGINNING; SAME BEING AT NORTHWEST CORNER OF LOT 17, PALM BLUFF SUBDIVISION AND AVERAGE HIGH WATER LINE OF CLEARWATER BAY; THENCE NORTH 79 DEGREES DO' WEST 1612,7 FEET TO EAST SIDE OF CHANNEL; THENCE SOUTH 21 DEGREES 13' EAST 184.2 FEET; THENCE SOUTH 80 DEGREES 07' EAST, 1503.9 FEET TO THE SOUTHWEST CORNER OF PROPERTY FORMERLY OWNED BY A.A. LINCOLN AND WILLIAM P. RICHARDS, SAME BEING AT AVERAGE HIGH WATER LINE, CLEARWATER BAY; THENCE NORTH 15 DEGREES 54' EAST 127 FEET TO POINT OF BEGINNING, ALL LYING AND BEING IN SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA. LESS THAT PART THEREOF CONVEYED BY WARRANTY DEED RECORDED IN DEED BOOK 1385, PAGE 195, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. F.' -'^:.~~-~,. - I \ , I I ..--..", -- J I.. PI, ,.Lv, ...,,", I . "LS L- ._~_\ OF CL[;,hNATER PREPARED BY: C-". , , KE.ITH ZAYAC & ASSOCIA TE.S, INC. ND5CAFE. ARCHITECTURE. (.) N <( 0') l.n .,-- ~ ~ CO ~ N ~ f- a 0 .0::; Z Q.;. . \t\ <( I.,U WI 0.... ~. DrawlnQ TIllie COVER SHEET SITE PLAN APPROVED CASE # :-L'....:.''--L'ej-C''1c' '~/eLr)lC l.I-CI..\(.,;<t CASE TYPE ~: L~~ / e L'r DRCDATE f~,:".j /2 I l,-(_'~ CDB DATE --- SIGNATURE, 1f'~'- DATE <.. ("J \'/ L S- Agency CITY OF CLEARWATER SWFWMD FDOT App, I Permit No. Dote Issued I Dote Expires KIA Pro~ No,: Own.. Pro~ No.: NA Scale: SEE SHEETS Sheet No. 1 of 1 0 --. & GENERAL NOTES CON.'T: 18. ALL ADJACENT SIDEWALKS TO BE IMPROVED TO THE CITY OF CLEARWATER STANDARDS IF NECESSARY. 19, VISITOR PARKING WILL BE PROVIDED WITHIN GARAGES AND DRIVEWAYS. FIVE LOTS HAVE THREE CAR GARAGES. THE THREE REMAINING LOTS HAVE TWO CAR GARAGES, LOT 3 ALSO HAS ADEQUATE ROOM FOR ADDITIONAL CARS IN THE DRIVEWAY LOCATED WITHIN THE PROPERTY. 20. LOT ACCESS WILL BE PROVIDED AS SHOWN ON PLAN. NO DRIVEWAYS WILL BE CONSTRUCTED ON OSCEOLA AVE. LOTS 3 & 7 WILL HA VE DRIVEWAYS CONNECTING TO PALM BLUFF STREET LOTS 1,2,4,5,6, & 8 WILL HAVE ACCESS FROM PROPOSED INTERNAL DRIVE, ~ po \~ <Jl \~o ~ ~ / / I -- ~ ~ . 31 .10 i. 14" , -33 .15. · 1'r --.J..4" 7.tif, ~ 1 173-;;;-t- ~ 79053'02" E ( 'r I !:i //8' Co '0-_ -- ~I ------- -- -- -- -- __ __ ''Of -- -- .......~ 86.00-;-- -<-.- _ ,,) \'" --__ )..1 \. -( -,.... "-- '-.~\...' ...._/~j (~ I gs ( L.-i - LOT #8 LOT SIZE: 8,58080 SF (019 AC) UNIT E: 4,090,00 SF 0.48 ISR FFE: 15,00 -- --- ~ 46.49' .-_(-.., r-~~.., ,r':" }, r"-.i. r '\ .-J~ ;..-...... -. ,... , ..-...., I ---..../" /'''/ r..f.! r.~, I Co ", I" 1-.., ",' )-.... 11 I C\I\ 10~ ", 7T ") " POOLlRECREATI~ AREA (\- !~ l- i ?-' i>- I- , '. TRACT "An 0.21 AC I I GRASSED RETENTION POND GRAPHIC SCALE 20 0 ~ 10 I 20 I ( IN FEET ) 1 inch = 20 ft ,r (....("" /'" ,....,., . '''''') 9" .,4" . i, ~A ~ ) .75 ~,g9' CO" j (~ (..(114'~2'{~\.! N-l9051~~" w " C, ~) ( (' X';,. '-\ \, .\ "., \.., k' ( ,~ (,. J. , .." '-)'.... t I ; /', 1 , - .-,' J r?"..('f x: .<, -\ " >- j, \ . / .') . ( ) ! r. . T" \...1 r !.......-- 'f I,.. \_u\ 1 j_/ '..A ,Y,..,J../ \~ ( ''1...A,) 'i- ( \.... '(.' - r' -r i.~.'y . ~) 'l-j ,.~{ i'v-1 \ f ) '-../ L'o.T41A, -'.J ,f~,:>-" LOT SIZE: 5,583.54 SF (0 12 A~l UNIT C: 2,747.18 SF 0.49 ISR FFE: 22,30 C.f 0 ,_v 0'''' ,~, ~-' '--\.~, . > }..j It) I '--\...1...,;,.../ '.J_.k. ...' -- ~72 ..../ , _.. fr. ," r' '\ f '\ _ \ 1"'<' v)..,. '. .& __ (' ~'\ l -g4 /~. ~.., '. ~ ' lO C\I ;S .. ~r....(.-~, ,.-., - /.-J '< )0-, 115 ..F' . h)", 18' /.( , J.., r\ )~., t.u'" I....-J.. )" o ~ ;" "'l: 'Q' .L ," ~ir: " LOT #2 > 98 &~ ;:-- LOT ~,~E: 6,833,11 SF(0.15 A(;} .. (>> r;:' S I3 ~NIT D: 3,023.33 SF '-( ~ -<'. 0,44 ISR '-:-1 J ~ old B ,,\ FFE: 20.20 '-..'\..<.,..' ,J' ~ W~~; j ~ 34J J' , . 61.. ~ ~~ r--r-Y;yk..,.-, __ .. Q '. CI) ("{ /.c.... 148.98' - - - _ ~ ~1i5 /' 110.94'- -f- /' (, ~.' 7- - _ ~ ------ 57 OO~'/""''''''' .. '. r~-'< --r~-~ ,'$1.57' - - -_ ('.. 'r -- (-. ".1, (' \ -- r-- .J~ .OO'-i i ..< '--\..--i..j . 50,00' "00 , .) ) 146 fit cO C\i I() C"). >- ~ r':::,.. J 7,97' ~I'" \. n",' ,.., "< .......'."( ~ r ~\~.'\ 1 '( I Y-:l~..... ~..I y )~ (J '-// )..,j ( " ... -..-;, l (~:tj I _/'0./../ '-....1 ", .J... , ).., J '''( \,... , "C ..$ '-.~ ). 0 .......\ -\.......A._ .}. J'-- 0 .. .... -- 95.87-:-- 1 '\ -( -! LOT #fi ,j ) LOT SIZE: 5,026.62 SF (011 AC) ~) UNIT A: 2,852.04 SF 0,56 ISR FFE: 20,30 ., I I 69 I I I, C') I~ Cl:l I ;,,"y'" n '- )./ A". ' 1=.r , (--c r9'6'. 1-.)- '-" ... ',...( ~ / I' /.._f~' k ~,........ ............. ; .. ) v' "';) \.J .,...rJ LOT #7 LOT SIZE: 11,557,78 SF (0,26 AC) UNIT G: 2,715.46 SF 0.231SR FFE: 18.10 ~ g I- Yi S CI) . I ~ ~ I , . " )> . ., <, ), ) 4. \.r ---- .... .< )J i ,...._,.. ...... ,. {'" 'I Y , '6.41; " ., '-... }.J'" ,..\,... ~),....A.._..A......i \.~- >...../-~( ,>. ( r" " , " ( ( ?" r '", t , ,.. '-"f (,.'T (, >.... (\{ .' r~-{,-_{,.. ..\ . , \ -- ,-J,,_~' '-c PAL M 2. 14 I 1476 A'44 A 145 ---- . .1 32.06' .' " ../ ,) y/ --./ .. )./ ". ,,~...' ''\...', , ' )-j--/ ~. '-- ,_~~"--.j...,-..J,-),~J- B L U r r STREET ../ , , /-..... LOT #5 (-C' LOT SIZE: 5,086.51 SF (0.11 ,AC) UNIT A: 2,857,27 S.f( 0,57 ISR ,l FFE: 20,00 (~ r:' (_....../....-.(-..'/ .......' -. '! Y""-\r~._......y~~,. ,., ,............. i ''').., }-\.. 65 r I " '.... '>- \..j\...~ \v..i.,~j~ 103 '( 7 "r \-( LOT #3 LOT SIZE: 6,203.61 SF (0.14 AC) UNIT F: 2,584.71 SF 0.411SR FFE: 22.30 o - ll?& CO . 0) 0 C\I .... .J" .129;... L 12Z \ 128f1'. '~ 126.~ frj 9" 0) 0)"" e :: ?- .J-.....,. ,;;;4. .... ..:, .,' 134 ) -< ~ j , ,) ..J o L-i () C/J o (' .>- ( t ,. I >- ~ 'r I 'r ,-..' I I LOT #4 LOT SIZE: 6,008.38 SF (0.13 AC) UNIT D: 2,623.01 SF 0.431SR FFE: 21.40 ',' ......) '1../ \ 'r "'( " I ,..,. '-'r '-I 48.56' ~J ~- \"d(\.. )_,}'"~ ~ ,~ '~'\_'\".-\"" /. ,.A.,)-.. j,v I, .Jj,j" )- .J 50,00' : ;;~~.=-. 48,00' ....- .~~ ( 50 ' R/w ) 40 I " j ) .j ) ..,.. .' ~ ~ o '\;j- '-- L-i ~ "( "( --.J GENERAL NOTES: 1, ENGINEER/LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD E., SUITE 404 SAFETY HARBOR FL 34695 (727) 793-9888 Bus (727) 793-9855 Fax 09-29-15-65448-000-0100 300 PALM BLUFF STREET CLEARWATER, FLORIDA 33755 09-29-15-65448-002-0130 1206 OSCEOLA AVENUE CLEARWATER, FLORIDA 33755 "LMDR"/"RESIDENTIAL URBAN" RESIDENTIAL DWELLING 2. SITE ADDRESS: PARCEL 1: PARCEL 2: ZONING/FUTURE LAND USE: 3. PRESENT USE: 4. DEVELOPED USE DETACHED DWELLINGS 5, TOTAL SITE AREA 364,129,05 SF (8.35 AC) (1,59 AC UPLAND) 6. FLEXIBLE STANDARD DEVELOPMENT CRITERIA: ill PROPOSED LOT SIZE REQUIRED LOT SIZE LOT #1 5,583.54 SF (0.13 AC) 5,000 SF MIN. (0.11 AC) P~OPuSlLJ St fBi\CKS REQUIRED SETBACKS 12.70 Fl (WEST) 27.45 FT. (EAST) 5,00 Fl (NjS) 4,96 Fl (WEST) 15.00 Fl (EAST) 5.00 FT. (N) 5.15 FT. (S) 30.52 Fl (SOUTH) 15.00 Fl (EAST) 5,00 FT. (NjS) 15,00 Fl (SOum) 0,00 FT. PVMT. (N) 5.00 FT. (EjW) 19,82 FT. (NORTH) 8.22 FT, (NORTH) 15.11 FT. (SOUTH) 7.00 Fl (WEST) 5.00 FT. (EAST) 7.00 Fl (NORm) 7.34 Fl (EAST) 18,20 Fl (SOUTH) 5,00 FT. (WEST) 17.46 Fl (Soum) 5.00 Fl (EAST) 10,13 FT. (NORm) 66.13 FT. (WEST) 5.00 FT. (SOUTH) 5.63 Fl (EAST) 26.04 FT. (WEST) I 10.01 Fl (NORm) ~ ~ ~ ~ (j LOT #2 6,833.11 SF (0,16 AC) 5,000 SF MIN. (0.11 AC) LOT #3 6,203.61 SF (0.14 AC) 5,000 SF MIN. (0.11 AC) LOT #4 6,008.38 SF (0.13 AC) 5,000 SF MIN. (0.11 AC) LOT #5 5,086,51 SF (0.12 AC) 5,000 SF MIN. (0.11 AC) LOT 11I6 7,865,26 SF (0,18 AC) 5,000 SF MIN, (0.11 AC) LOT 17 11,557.78 SF (0.27 AC) 5,000 SF MIN, (0,11 AC) LOT #8 8,580.80 SF (0.20 AC) 5,000 S~ MI~~, (0.11 AC) 15- 25 FT. FRON T 15-25 FT. FRONT 5 FT, SIDE 15- 25 Fl FRONT 15-25 FT. FRONT 5 FT. SIDE 15-25 FT. FRONT 15- 25 FT. FRONT 5 FT. SIDE 15- 25 FT. FRON T 15 FT. SIDE 15- 25 FT. FRONT 15- 25 FT. FRONT 15- 25 FT. FRONT 15-25 FT. FRONT 5 FT. SIDE 15- 25 FT. FRONT 15- 25 FT. FRON T 15- 25 FT. FRONT 5 FT. SIDE 15- 25 FT. FRONT 5 FT. SIDE 5-15 FT. REAR 5 FT. SIDE 15- 25 FT. FRONT 15- 25 FT. FRON T 5-15 FT. REAR 5 FT. SIDE PROPOSED BLDG. HT. PEQUIRED BLDG. HT. 40.30 FT. (1) 30 FT, MAX, 40.3 FT. (2) 30 FT. MAX. 37.00 FT. (1) 30 FT. MAX. 39.00 Fl (1) 30 Fl MAX. 30,00 FT. (2) 30 FT. MAX. 30.00 FT. (2) 30 FT. MAX, 26.00 FT. (2) 30 FT. MAX. 21.00 FT. (2) 30 FT. MAX. *NOTE: (1,) BLDG HT. IS FROM GRADE TO FLAT ROOF TOP (2,) BLDG, HR. IS FROM FEMA FLOOD LINE TO ROOF TOP 7. SOLID WASTE COLLECTION W!LL BE PROVIDED WITH ROLL-OUT CONTAINERS ~ 8. ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY SHALL BE SODDED OR PLANTED. A R-O-W USE PERMIT WILL BE REQUIRED FOR LANDSCAPING. 9. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB SIDEWALK, AND LANDSCAPI~~G TO MATCH EXISTING CONDITIONS OR BETTER, 10. FLOOD ZONE: THIS PROPERTY LIES WITHIN FLOOD ZONE liVE" (14), "AE" (12), "x" (IN SIDE 500YR, FLOOD PLAIN), AND "x" (OUTSIDE THE 500YR. FLOOD PLAIN) MAP NO, 121 03C01 06G. 11. A COMPREHENSIVE SIGN PACKAGE WILL BE SUBMITTED UNDER A SEPARATE PERMIT APPLICATION. 12. THERE ARE NO UTILITY EASEMENTS IDENTIFIED BY THE SURVEY ON THI S PROPERTY, 13. THERE ARE NO ENVIROMENTALL Y UNIQUE AREAS ON SITE LANDWARD OF CLEARWATER BAY MEAN HIGH WATER LINE. 14. RESIDENTIAL URBAN DENSITY: DETACHED DWELLINGS: (7,5 DWELLING UNITS PER ACRE) (7.5 UNITS)(1,59 ACRES)=11 UNITS MAX, 15. SITE DATA TABLE: A. TOTAL UPLAND SITE AREA: B. TOTAL OPEN SPACE: C. BUILDING FOOTPRINTS: D. PAVED AREA: E, TOTAL IMPERVIOUS AREA: F. IMPERVIOUS AREA PER LOT: LOT #1: LOT #2: LOT #3: LOT #4: LOT #5: LOT #6: LOT #7: LOT #8: EXISTING: 69,260.40 SF (1.59 AC) 56,901.03 SF (1.30 AC) 6,447.93 SF (0.09 FAR) 5,918.49 SF 12,366.42 SF (0.18 ISR) 12,366.42 SF (0.18 ISR) PROPOSED: 69,260.40 SF (1,59 AC) 33,404.05SF (0.77 AC) 23,492,99 SF (0,34 FAR) 12,393.36 SF 35,856.35 SF (0,52 ISR) 35,856.35 SF (0.52 ISR) 3,009.79 SF (0.54 ISR) 3,023,33 SF (0.53 ISR) 3,238.13 SF (0.52 ISR) 3,477.31 SF (0.58 ISR) 3,229.43 SF (0.63 ISR) 3,197.80 SF (0.64 ISR) 3,359,64 SF (0.29 ISR) 4,710.81 SF (0.55 ISR) F. UNI1 DENSITY 2 UNITS 8 UNITS 11 UNITS MAX.=(7.5 UNITSjACRE)(1.5 AC) G. PARKING SPACES: 4 SPACES 16 SPACES 16 SPA~~~_:::(~. UNITS)(2 SPACESjUNITS) H. LAND USE TABULA TlON: "\ ., . , ,- ~ -~ , CLEARWATER BAY SUBMERGED LAND: 289,686.95 SF (6.65 AC) -0 I ~.~ ~. ~::. . ~ I r-\ LOT COMMON AREA: 5,211.07 SF (0.11 AC) !. r-' - - -.- I . ) D~AWN BY: TOTAL COMMON AREA: 294,868.65 SF (6.76 AC) i "\. LOTS 1-8 AREA: 69,260.40 SF (1.59 AC) I . L APR 820UJ . CHECK BY: TOTAL PLAT AREA: 364,129.05 SF (8.35 AC) 364,129,05 SF (8.35 AC) L .__ . -..... ORIGINAL DATE: PLANI~ING 8- ...:VELOF,,,~,n 16. ALL LIGHTS ARE UPLlTE LANDSCAPE GROUND LIGHTS. SEtn/ICES SHEET 17. ALL CURBS, GUTTERS, & BASE MATERIALS FOR ALL SHEETS WHETHER Puffiuc-.__~~-ry OF c:..LEARWATr~. j OR PRIVATE TO BE INSTALLED PRIOR TO THE RECORDING OF THE FINAL PLAT, & ~EQUIRED: ,),000 SF MIN ').40 FAR MAX, 0.65 ISR MAX. J.65 ISR MAX. '165 ISR MAX. ,),65 ISR MAX. 1.65 ISR MAX. :),65 ISR MAX. i165 ISR MAX. 1),65 ISR MAX. 1165 ISR MAX. 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"RJM KEZ 2 OF 10 ISSUE DATE: 04.04.05 09,17,04 GENERAL CONSTRUCTION NOTES CLEARING AND SITE PREPARATION NOTES WATER SYSTEM NOTES 1. ALL ELEVATIONS REFER TO THE NAVD (1988), 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. 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. 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, 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. 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. 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. 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. 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. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 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, 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO ROADWAY BASE AND SURFACE CONSTRUCTION, 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF- SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. 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. 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. 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). 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. 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 CAIUTION UTILITIES, THE CONTRACTOR/SUBCONTRACTOR SHALL WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY -:-HE 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. 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, 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. WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES 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. 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. 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. PAVING AND GRADING NOTES 13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. 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. SANITARY SEWER NOTES 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. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 1. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 2. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 15. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED TO FOOT 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, 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 PRIOR TO ANY ELEVATION CHANGES. .3. SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE" COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE. 5, CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 16. CHAPTER 77-15.3 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. 6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FOOT STANDARD INDEX NO. 17346, SHEETS 1-7. 7. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 8. CONTRACTOR IS 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 AND 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 SETTLING 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 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. 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: 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. 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 FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS", v z z . z U5 Ztl- - ~~ l- ~g Uu O~ \J)~ \J)(j <ccg U ~, <C sl' >- ~~6' ;:5~n :c G~I I-- Z~i).. -uJ ~ ~"I'."... '~Iil' - ~ '. ...iSii '. ~ 0 ~.........;lll~: ..... 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, C\1 CO U 0 .....::l C":> E-t C":> .....::l !:il -< - !:il 0 E-t 0:= t--t Z E-t ~ !:il lf1 0 ~ ~ Z ~ ~ 0 0 ~ U .....::l ~ u !:il -< > !:il ~ !:il ~ 0:1 Q CO 0 !:il 0 Z Z ~ -< crJ ~ lf1 ::?J t--t ~ 0 ~ 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 ~ ~ I---i ~ r:J) 0 ~ ~ E-i ~ 0 Z ... ~ ~ ~ ~ E-i ~ ~ ~ ~ Z ~ ~ ~ 0 ~ z ~ 0 U F= <: 0 w 0 -.l ~ <: f- z 0 W f- --, W 0 W ~ :r: (L (f) >- m 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 TH:: CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSON'~EL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH 8Y OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. ~ ~ ~ p'd ~ H <C ~ 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, 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. w ~ <: z f- o W --, o ~ (L N ~ ~ W f- <( :: ~ <: w -.l o l.J... o >- f- U o f- W ~ (f) (/) z o F (L ~ o (f) w o r-:---______ _. ~..... ... v o m N m o W f- <( o o z I I . ! Q:W>-CIl-OZCIl A~1i _ 8 2fX1!,,!J1 , , \( ~ c 'v'--- ; I .. . '- ELop "St:fl/ICES "'L.,'JT f . OF Cl II! I -- . . ,nWATER ------.; Q: w w () Z C\J (3 ~ Z Ln 0) w <:::) T- ~o ~ C::I CO OW N ~ wQ: z~ uj f'- <..?CIl 0 O. 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I ~ ~ ..~ ""- BACKFILLED TRENCH APPROXIMATELY B INCHES OF FILTER FABRIC MATERIAL MUST EXTEND INTO A lRENCH ANO BE ANCHORED WITH COMPACTED BACKFI LL M A TERI AL / RUNOFF -yo I' IIEV. bAlE /' '- / 1/ , 'y. /,''' i ~ ;- \, FOR ADDIllONAL STRENGTH FIL TER FABRIC MATERIAL CAN BE ATTACHED TO A 6-INa-l (MAX) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS ATTACHING TWO SILT FENCES . . mJ mJ ~ PLACE THE ENO POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE ~- ROTATE BOTH POSTS AT LEAST 1 eo DEGREES IN A CLOCKWISE DIRECTI~ TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DIRECTION OF RUNOFF WATERS -**1 I ------ - DRIVE BOTH / POSTS ABOUT 10 ' NCHES INTO THE ; GROUND AND , BURY FLAP '~'. .-.~.-.- CITY OF ClliRWATE1t,"flO.Rl~A PUBUC WORKS AOWINISTRATION ENGINEERING I INSTALLING A FlL TER ; FARRIC <;1 T FFNCF ! IIDDlP1lCII ~'en BY CH['r!lBY N"'P. IEIQlED n nl:'2 "'fib"'" , IJ' 3 > 'y ~,J"J! ., " " /'. ~ " 'I / ~,,:,~. :! " " !; --.J ?': ? A' , 'l x I ! '10 " ,f.:.. :Of'" ..", Lu 'v', '" , ;' j " I 0< '" '....; / Y! ) (J.. !' """).. , ; C/J :?:' !i ',0 ii d;, '" " t 11<' ., ~'.~ ,1'..'\ ~j ~. 'vV.-\ " ~j!'. '. ,; "',- .".,;- ~s: !! " " !; . f' )" t~./ lA/A1 " " " II I l/{./ ,. ~.) .""/ I ~-::; -L " / 'J '. x '.r " (.::..~. ,"-. y c, '~^:>/f::,? , ., {i'," Ii, c.' ./;; fi:' 2'vv . ~' : .~,;:-" ..' ~:~ \" q,,, .1 / / 1 / / , , \:- / I~ GRAPHIC SCALE <Si~ 20 0 10 20 .\~ I I J ( IN FEET ) 1 inch = 20 ft. ~ d ~ r 40 I LEGEND " )(, EXISTING TREE TO BE REMOVED ~57 EXISTING TREE TO REMAIN ~ TO BE REMOVEO PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM TOTAL HARDWOODS - - - - DEMOLITION LIMITS ~ IIIIIIIIIIIIII1II1II1 SILT FENCE TREE BARRICADE 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. ORIP LINE 8:>:00 o .'C> " }; "0' ~ \l It Oi ...A .., ~ ~ J\.8: ). ~l~ 2/3 OF 0 IP LINE " / UPRICHT HORIZONTAL \.. TREe REMOVAL 16,0" 11.0" 17,0" 5,0" 6,0" 10,0" 6,0" 5,0" 6,0" 20,0" 9,0" 50,0" 8,0" 169.0" CAMPHOR CAMPHOR CAMPHOR CAMPHOR CAMPHOR CAMPHOR CAMPHOR CAMPHOR OAK OAK OAK OAK OAK TOTAL ^ ,/ . '(J rrff'~~~~~2';'- .' I! ," i ;", ,;1[/ /:':/( r!1 /, ;:///' !,ll f. ~'f " ! ! If ';;l (([f;?: ~"'):; , ' , ' ,i" .. ",';,'" /' 'I'll'..", ~. /, " "..' .{ -/~ /1 ;f /./ t I / \, / /__/L " . / ~ ",>- / If <"" _'_,_/,,:/ ,: ('>- // ~".. '. \ / /'\ /< ~ X ':.--( " :> / .,' ~ '~ "'/ ' :A ,+;: I f \'1--/ ..J ... 14~'\" / -;;, " i- / 10 ~ f- j~) :,> i : ,.1 ,~~".. - ...~:j'/ '~()):;, j- ~ ,I.....) ?'~ ", ../ !/~ -". \<<<^",{~~..' ," ; -f-: ; I ,-.,-"-.; , -.:' / ,-" ,,;:6~ ;~':' ' ~,Jt \' \;\,\,~ j! :p),' , '1 / .#/1,,:/ ~.... -;/, " .ehC/' / !/;j ,;/ ,IJI.I /-/'!U,. 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'1 \, .l (' ') ILl. ,1'Ll':; 4:><~ ", Ie, ,: 1.1iJ J.'tl'I"\ ,~r .~~ / ",' ;'-~' ./' I / :>" ~ ~., :,. =\. ' / J '<, Y, ;.' >- j , / .', , ~ I '>. _! / I -\ (r - , :' I," J, - ~ I t:;/" ,iI' " <_},/,<;~'x/~7, / r~,r) < I~Y ,5 " II I( '/ }!;'. I -{ ....j -' 'r -- ? /...~ ,<( / ': E / ).( y ~;'II ) y/ ,', / ~>'; " / I /.../""'f J' {i;/i (~ : l~'" I' ,; ('). I /- ;' , / /,/ , I:: ' I ' " / If'," / l/:.J./ / /1' 1 / /.t "1 // J /" . ') ,,1? \,/ 10,0" 13,0" 12,0 13,0" 8,0" 12,0" 9.0" 13,0" 13,0" 11,0" 10.0" 8,0" 12,0" 13,0" 11,0" 11,0" 10,0" 11.0" 12.0" 12,0" 10,0" 10.0" 12.0" 8,0" 13,0" 15,0" 14.0" 9,0" 9,0" 15,0" 12..0" 336..0" " " ;;r:; ~ ;., Z '2 ~ f"n) ~ (~~ ~ r- I~!"- 'L I I I l. ~~ ----.~ ' L PLAI"'" " ~LI\'III"""L'-' J CITY OF ClEARWATl;R PINES SPECIFlCATlDNS WOOD BARRIER DRIP LINE ,. MINIMUM RAIllUS TO BE PROlECTED: ,.. HARllWDOOS - 2/3 ORIPUNE 8, CONIFERS '" SAIIAL PALMS - ENTIRE ORIPUNE. A f--~ I~ " y ENTIRE IP LINE 2, UPRIGHTS - NO LESS THAN 2" X 2" LUMBER. J. HORIZONTAlS - NO LESS THAN l' X .. LUMBER. ., BARRIERS SHALL BE ERECTED AROUNO ALL PROTECTED TREES AND PAUlS, AND I NSPECTED BY CITY REPRESENTATIVE IlEftlRE CONSlRUC'TION IlEGINS, 5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIIIUM OF 1 FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND. e, BARRIERS TO REMAIN IN P~E UNTIL ALL PAVING, CONSTllUCTlON AND HEAVY EQUIPMENT IS OUT OF AREA F\JImiER INFORMATION MAY BE OBTAINED FllOlrl THE LANO RESOURCE SPECIAlIST AT 5112-4741, UPRIGHT ;;r:; ~ ;., " I' HORIZONTAL Z :i -'- TREE BARRICADES N.T.S, e CITY OF CLEARWATER, FLORIDA PUBUC WORKS AOWINISTRATION ENGINEERING -.. ..... -.. TIlEE BARRICADES LANDSCAPE STANlARD "~/03 -- ... - 'OF' i..} Q<t .. . .. ,i.t ,~ J1;:. U :5/... ~: II ~!5 JhTi' '.' ~ ~~.~T.~J;J' U I: .,,: L:, .,: "" O~I' .".,."\",",.,, IJ) ~ ... ..... ' ,t IJ) 0 .... .........." ........... <( ~ ......( .... ufJ Z ).....tt..i ... U :5 ~~ .:..~! A" ~ fIi,' >-~ Q ~<<..."..'..... ..1 Z .J' Ci ..... . '>.i. <( C2 ~~: N ~ ~;' ~ ~ ltr, U ........::1 ........::1 N CD o C'J C'J <r; Q >---< 0::: o ......::i ~ b ~ ~ ~ b UJ. b Z ~ ~ P-, o ........::1 ~ > ~ ~ ~ Z UJ >---< ~ z o u <r:: ~ o:l ~ ~ U <r; ~ 0:1 o Z <r; P-, ~ o P-, CX) o -.::j< C'J ~ ~ ~ ~ ~ ~ <( ~ <r: Q f---I ~ o ~ ~ z <r: ~ 0-, Z o f---I ~ f---I ~ o ~ ~ Q ~ ~ ~ <r: ~ ~ <r: w z~ 2u <C () o -l f- () W J o rr 0... w ~ <C Z f- U W J o rr 0... w ~ <C Z f- W W ::r: (f) N ~ >- m rr w f- <C ~ Cl::: <C w ....J U u... o >- f- U o f- W :::l (f) (f) z o i= 0... rr U (f) W o -.t o m N m o W f- <C o o z Q:W>-l/)-OZl/) () ~ r:5 UJ <0 ~ \\g: - <( ~ Q: W W Z (3 Z W ~o OW wQ: z~ ~Vl i7i(3 W' VlQ: Vl 'j< z>- :::l[IJ 00 ::JW <Vl >Vl o I-[IJ 0:;:< zw " lr) <::::) ~ C"-I 0J 0> ,-- <X> V o :z UJ Q.. r- C" DRAWN BY: ~ )> I CHECK BY: ORIGINAL DATI: 09.17,04 SHEET 4 OF 10 ISSUE DATE: 04.04.05 \J '] L... ./ , -7 , U:S z GENERAL NOTES CON.'T: GENERAL NOTES: 1. ENGINEER/LANDSCAPE ARCHITECT: 18. ALL ADJACENT SIDEWALKS TO BE IMPROVED TO THE CITY OF CLEARWATER STANDARDS IF NECESSARY. 19. VISITOR PARKING WILL BE PROVIDED WITHIN GARAGES AND DRIVEWAYS. FIVE LOTS HAVE THREE CAR GARAGES, THE THREE REMAINING LOTS HAVE TWO CAR GARAGES, LOT 3 ALSO HAS ADEQUATE ROOM FOR ADDITIONAL CARS IN THE DRIVEWAY LOCATED WITHIN THE PROPERTY, 20. LOT ACCESS WILL BE PROVIDED AS SHOWN ON PLAN. NO DRIVEWAYS WILL BE CONSTRUCTED ON OSCEOLA AVE. LOTS 3 & 7 WILL HAVE DRIVEWAYS CONNECTING TO PALM BLUFF STREET LOTS 1,2,4.5,6, & 8 WILL HAVE ACCESS FROM PROPOSED INTERNAL DRIVE, KEITH ZAYAC & ASSOCIATES, INC, 701 ENTERPRISE ROAD E., SUITE 404 SAFETY HARBOR FL 34695 (727) 793-9888 Bus (727) 793- 9855 Fax (r'\ l, I ,J; ~ I lLJ ,.,) I !-: r- ',-) ~ "- "- f- '-' Ut O~ :r\ ~ \J) C-. iJ)) < '--.1 A 'n ~'0 ,l) L. -~ <(~ NI[l....: lL.i ,Z LEGEND 2, SI TE ADDRESS: PARCEL 1: (TYP. ) TYPICAL 09-29-15-65448-000-0100 300 PALM BLUFF STREET CLEARWA TER, FLORIDA 33755 09-29-15-65448-002-0130 1206 OSCEOLA AVENUE CLEARWATER, FLORIDA 33755 "LMDR"/"RESIDENTIAL URBAN" RESIDENTIAL DWELLING PROJECT BOUNDARY . . DRAINAGE/UTILITY EASEMENT PARCEL 2: x EXISTING TREE TO BE REMOVED 657 EXISTING TREE TO REMAIN ZONING/FUTURE LAND USE: 3. PRESENT USE: ~ ~ <: ~~ ti. ~ ! ~('t)@; r--;;tx f3~1;:; 2 ~ ~ ~(~~ c.. u.. as; , I Ale I ~g; ~ .!.J ..w;:t: t::< rno r':'2 <0 bci ~d ''10 ,~ ;2;:1 z ~~ ~'I CiJ...L. U_...l t:; wE ;.~ 5 ~ 1,-) l........ r.fJ A/C PAD LOCATION GRAPHIC SCALE 4, DEVELOPED USE DETACHED DWELLINGS 20 I 40 I 20 0 ~~ 10 I 364,129.05 SF (8.35 AC) (1.59 AC UPLAND) 5. TOTAL SITE AREA ill ( IN FEET ) 1 inch = 20 It. -'-- }- uJ 'Y 6. FLEXIBLE STANDARD DEVELOPMENT CRITERIA: PROPOSED LOT SIZE REQUIRED LOT SIZE 5,58J54 SF (0,13 AC) 5,000 SF MIN, (0,11 AC) PROPOSED SETBACKS 12.70 FT, (WEST) 27. 45 FT, (EAST) 5,00 FT. (N/S) 4.96 Fl (WEST) 15,00 FT, (EAST) 5.00 FT. (N) 5.15 FT. (5) 30,52 FT. (SOUTH) 15.00 FT. (EAST) 5.00 FT. (NjS) 15.00 FT. (SOUTH) 0.00 FT. PVMT. (N) 5.00 Fl (EjW) 19.82 FT. (NORTH) 8.22 FT. (NORTH) 15,11 FT. (SOUTH) 7.00 FT. (WEST) 5.00 FT. (EAST) 7.00 FT. (NORTH) 7.34 FT. (EAST) 18,20 FT. (SOUTH) 5,00 FT. (WEST) 17.46 FT. (SOUTH) 5,00 FT, (EAST) 10,13 FT. (NORTH) 66.13 FT, (WEST) 5,00 FT. (SOUTH) 5.63 FT, (EAST) 26,04 FT. (WEST) 10.01 FT. (NORTH) REQUIRED SETBACKS 15-25 FT. FRONT 15- 25 FT. FRONT 5 FT. SIDE 15- 25 FT, FRONT 15-25 FT. FRONT 5 FT, SIDE 15- 25 FT, FRON T 15- 25 FT. FRONT 5 FT. SIDE 15-25 FT. FRONT PROPOSED BLDG. HT. !!':QUIRED BLOG, HT. 35,00 FT. (1) LOT #1 30 FT, MAX, -- C\1 CO o 0 (I") t-.::!~(I") t-.::!~< ~Cl ~~- Z~~ ~rn3 ~Z~ O-t 0 - Oo::r: t-=l<t:U ~~< &;CO~ ~coo ~OZ Z ~ < rnC":lO-. 1-1 :::E ~ 0 0-. LOT #2 6,833.11 SF (0,16 AC) 5,000 SF MIN. (0,11 AC) 35,00 Fl (2) 30 FT. MAX, -- -- LOT #3 6,203.61 SF (0.14 AC) 5,000 SF MIN. (0,11 AC) 35,00 FT. (1) 30 FT. MAX, LOT #4 6,008,38 SF (0,13 AC) 5,000 SF MIN. (0.11 AC) 35,00 FT. (1) 30 FT. MAX. ~ ~ 15 FT. SIDE 15-25 FT. FRONT 15-25 FT, FRONT 15- 25 FT. FRONT 15-25 FT. FRONT 5 FT. SIDE 15-25 FT. FRONT 15-25 FT, FRONT 15- 25 FT. FRONT 5 FT. SIDE 15- 25 FT, FRON T 5 FT. SIDE 5-15 FT. REAR 5 FT. SIDE 15- 25 FT. FRONT 15- 25 FT. FRONT 5-15 FT. REAR 5 FT, SIDE SLIDING GATE (NORMALLY CLOSED) ;' OPEN ONLY TO POLICE, FIRE, & TRASH PICKUP -("";--j 6' HIGH FENCE / ?~\ (SEE ARCHITECTURAL PLANS / , )fOR DETAILS TYP.) 14 '.75 79 LOT #5 5,086,51 SF (0,12 Ae) 5,000 SF MIN, (0,11 AC) 30,00 FT, (2) 30 FT. MAX. 6' HIGH FENCE (SEE ARCHITECTURAL PLANS FOR DETAILS TYP,) R125.57' INTERLOCKING PAVERS (SEE ARHCITECHURAL PLANS FOR DETAILS TYP.) LOT #6 7,865,26 SF (0,18 AC) 5,000 SF MIN, (0,11 AC) 30,OOFT. (2) 80 30 FT. MAX, 30 , ~ ~ ~ ~ (j /--'" . ~)_~' ,.A ' " " ~ ' ~- -;, 68 54~-"" ) \J ' 3:-----.::.:: _ i -- ,). ,;_../> r -- ---<. - -_ .. ~ I I. , ~ ,( __ \.. I '~..---\.1:"J--, )- l, t '-1.~ ^-~ ~r---I ( ~, L,( - , ( ~.... (......./ 5 . , ' ';i '-- X L'm~~ ^-~,""':'J \, /-- - LOT SIZE: 5,583.54 SF (0.12 Ag UNIT c: 2,747.18 SF ( 0.49 ISR FFE: 21.00 14- .6. 86 ./ ./ ./ ./ ./ 7-_ --- t -------------- f> \ \ (2) 20'x20' WATERFRONT ~ VISIBILITY TRIANGLES ~ < .31 A 9- .,4- . . <:'. . ) l' " LOT #7 11,557.78 SF (0,27 AC) 5,000 SF MIN, (0,11 AC) 27,10 FT. (2) L./ 30 FT. MAX, -,/ .;26: 04' T '- =--- -'-.--__86' -------- r (' I, / f21 < Q I--t ~ o .....:l ~ 8,580,80 SF (0.20 AC) 5,000 SF MIN. (0.11 AC) 24.00 FT. (2) 30 FT. MAX. *NOTE: (1.) BLDG HT. IS FROM GRADE TO FLAT ROOF TOP (2,) BLOG, HR. IS FROM FEMA FLOOD LINE TO ROOF TOP LOT #8 \ \ 26' I '~-I i I LOT #8 LOT SIZE: 8,580.80 SF (0 19 AC) UNIT E 4,09000 SF 0.48 ISR FFE 38.00 ~ ~ ~ -.J ~ r>"'" j:..Lj z < .....:l ~ ~ E-t I--t (f) ~ " 224,.5' ~' '9 -- j . .{?"< .' ,'-'.X " -.--- 4,33' __ -~~ ( (~ 'X ,* /yj.-::----,. . _.,'- 78 -. - - - .3_0 -r' }SjZE 6,~~; ~~ SF(0.~-5 -lb;J :- --_t1NIT D: 3,023.33 SF 1'~ I > 0 44 ISR I ;;: \, ~ FFE' 2040 I I -<..._, ) u I ~~h I j , 1/ ; ~~I ,i "" c: ~a Y';Ic a ::Y C/) (~,..-\ . " a ' a ~,q: '<t-! ,'" - ) UJ , Ie '--. " ---- --. 7. SOLID WASTE COLLECTION WILL BE PROVIDED WITH ROLL-OUT CONTAINERS -- _ 172' --e::____ ~ ~ W E-t <r: ~ ~ < W z.....:l gu <( (;0 o ....J f- (;0 W '> o 0:: 0... -- 8. ALL DISTURBED AREAS WITHIN RIGHT -OF -WA Y SHALL BE SODDED OR PLANTED. A R-O- W USE PERMI T WILL BE REQUIRED FOR LANDSCAPING. -- '- <0' -- ---------.: FFE (~tfO / 11':' I -Ie -/ ( t{) (- <'\i (Jnl j I ~ ,c:: r--J A '.J...., h R1993' . _,' -{ - r--~",....,<!,l ;> -' I.( ~' ,,( . " ..... ,.._. r----.., , 9. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS OR BETTER. ./ Rf/ XI ~, / r'~, I ~. / M. 10/ ~ 10. ~ ~ FLOOD ZONE: THIS PROPERTY LIES WITHIN FLOOD ZONE "vE" (14), "AE" (12), "X" (INSIDE 500YR. FLOOD PLAIN), AND "X" (OUTSIDE THE 500YR. FLOOD MAP NO. 12103C0106G. 1. / r I POOLlRECREA Tl~ AREA ( ,e' (- ( l ( \ TRACT ~A~ ENCLOSED TRASH BARREL CONTAINER wi 4' HIGH' W..oODEN FENCE & 4" CONC, . Av 1J. - I au ^ ,6'. <'\i ". . <'\i I eo, -- .~ - ->0- GRASSED RETENTION POND PLAIN) w 2 <( Z f- (;0 W -, o 0:: 0... ,t.. \ ",i (Q/ ~j/ X ,</-, ~i ORIGINAL w 2 <( Z f- W w I (f) 11. A COMPREHENSIVE SIGN PACKAGE WILL BE SUBMITTED UNDER A SEPARATE PERMIT APPLICATION. o V- 14.6. ~s' '-., '------'- -- ~." -- __-.36' 12. THERE ARE NO UTILITY EASEMENTS IDENTIFIED BY THE SURVEY ON THIS PROPERTY. 13. THERE ARE NO ENVIROMENT ALL Y UNIQUE AREAS ON SITE LANDWARD OF CLEARWATER BAY MEAN HIGH WATER LINE. R1 o ~ - - -_ 40' ! -. >- ill NNNNN ':f ':Y. ':Y. 'Y. '< ._--?~' ,r-- ?- ~ \.. I " '~l' ! I ;1/ QJg! II - f 11-_25' I . -'--I-- ,LOT SljE 6,~~8\~ SF (0 13 -Al~ tN1T D. 2,62301 SF ~ I 0.43 ISR oi I FFE 20 40 <'\it --., ~g' Lu ~ ~ ~.------ 6" RIBBON CURB (TYP. ) ----..27.33' X---. 0:: 0:: w W f- f- <l:f-<t:~ 3:GSSZf- O::_O::W(;o <(~<(~w W'-'W~f- ....J ....JOT (;o.!6(;o(;oU lL. >-lL. >-0:: 0~0f-<( >-(;o>-OQ" f- f- W u5uO::o.. W 00...0::0...:> f-.w W >0...:>0:: wW w ::)0:::>0:: (/) W ~ 0:: --~~ ~I ~I 3' ~~'y~) 1 I '~r I LOT #3 u LPT SIZE. 6,20361 SF 'Ii. (0.14AC) f;;;UNIT F 2,58471 SF I 0.411SR . FFF: 21.0 I X j I ) I )1 ') '" j ') y T) LOT #7 LOT SIZE 11,55778 SF (026 AC) UNIT G 2,715.46 SF 0.231SR FFE 18.10 I .,. \( I I (7,5 DWELLING UNITS PER ACRE) (7.5 UNITS)(1.59 ACRES)=ll UNITS MAX. 14. RESIDENTIAL URBAN DENSITY: DEl ACHED DWELLINGS: / / ". I X I I '.', . 129 ~r f., '~,L, 128..- 131 126. ~ 9- 0) . .... 13~. ,.... X 134 ''1 I,. \....,. ~ if a 1- lJ.J CI) < .::> CI) z o t= 0... 0:: (;0 (f) W o 15. SITE DATA TABLE: A. TOTAL UPLAND SITE AREA: B, TOTAL OPEN SPACE: C, BUILDING FOOTPRINTS: D. PAVED AREA: E, TOTAL IMPERVIOUS AREA: F, IMPERVIOUS AREA PER LOT: LOT #1: LOT #2: LOT #3: LOT #4: LOT #5: LOT #6: LOT #7: LOT #8: EXISTING: 69,260.40 SF (1,59 AC) 56,901,03 SF (1.30 AC) 6,447,93 SF (0,09 FAR) 5,918.49 SF 12,366.42 SF (0.18 ISR) 12,366.42 SF (0,18 ISR) PROPOSED: 69,260.40 SF (1.59 AC) 33,404,05SF (0.77 AC) 23,492.99 SF (0,34 FAR) 12,393.36 SF 35,856,35 SF (0,52 ISR) 35,856.35 SF (0.52 ISR) 3,009.79 SF (0,54 ISR) 3,023,33 SF (0,53 ISR) 3,238.13 SF (0,52 ISR) 3,477.31 SF (0,58 ISR) 3,229.43 SF (0,63 ISR) 3,197,80 SF (0.64 ISR) 3,359.64 SF (0,29 ISR) 4,710.81 SF (0.55 ISR) , ',--" DRAINAGE u~" __~~~EMENT REQUIRED: 5,000 SF MIN ~ --J ~ ~ 5' CONC. SIDEWALK ," 0.40 FAR MAX, \. ( r \- START OF 3D" HIGHT / FENCE & COLUMNS 'z. END OF 30" HIGH '..... / FENCE & COLUMNS o Lu () V) o \ ~. f.) j . QJ' ../ ,; .; ~I i ~) -'-~ I ) (,' ',/ \ / / / ><t ><t ><t L[) L[) 00000 aicrin-ilf'i NaNoa aiON-ilf'i o~~oo 0,65 ISR MAX, 0.65 ISR MAX, 0,65 ISR MAX, 0,65 ISR MAX. 0,65 ISR MAX. 0,65 ISR MAX. 0.65 ISR MAX. 0,65 ISR MAX. 0.65 ISR MAX. 0,65 ISR MAX. W f- <t: o 'T -I 1 ''--1, ,~.. /4, "_ \ 1 . ',- J.-.j r"- ~ 6" 'RI~N C~B, (TYP.) -1..17.6. .6.'4~ --- \. . J 145 ( r '.,. (1) H.C, RAMPS wit \.. /_---- TRUNCA TED DOME-'f*;-/ PER FOOT INDEX #304 "', \~ \'"-;; '-(I . ~ -'~\- ......A_..,.' 1.... / o z ~NI'0VL[) 2. 40 -. ---- --- 20' (l::W>-I/J-OZI/J (2) 20'x20' WATERFRONT _n/ VISIBILITY TRIANGLES - ----~ \ \ R5' n:: w w Z B Z w ~O w On:: Ww ZI- ~Vl ViB w VlO" Vl W<( -' z>- =>rn 00 ::::,w <(Vl >Vl o t-rn O::::!; Zw R_8-?84' !i~Q3. 84-' 0\0' , -'.~ - .-" ..:.. ......,. _ ". {" ___ I / / __ I --. / /' /' SA W CUT / / j & MA TCH -:: 1 .' I ExISTlN, G P.AVEM 41.40lF OF /. /( / - ----, _ _. _ ENT /.ptJRB / // / ----, ---~. / / - -j I //P//A L M / / / / ),-', ), \ 6' HIGH FENCE \-(SEE ARCHITECTURAL PLANS FOR DETAILS TYP.) \ . \ ..:. . '\~ ------.---.- n. (1) 20'x20' INTERSECTION \ VISIBILITY TRIANGLE " 'j ", '~-~-' '-, 30" HIGH FENCE & COLUMNS l~'_,,:~~",-,':_}/'~ -....---------.WITHIN SIGHT VISIBILITY TRIANGLE '.. ",'.J".' (TYP.) , '-" "" '- v ".. '':::~SAW CUT & MATCH "", ~ [XI STING CONC. WALK & . . ~--"",,"-- .._~ - ~~ ~. . ~ . . . e\' \ ..,~ " \,\\ 1\ \\ 5' CONC. PUBLIC SIDEW~-CK \ \ \ 4"THICK, 3,000 PSI \ F r -''-. \ INST ALLED BY THE S T tv k~. CITY OF CLEARWATER (2) H,C. RAMPS WI I \ C T ( TRUNCA TED DOME \ \\ \ 50 PER FOOT INDEX #304 \ \ CONTRACTOR TO RELOCATE AND \ \p COORDINA TE REMOVAL OF EXISTING \ POWER POLE AND OVERHEAD ELECTRIC SAW CUT & MATCH 7 EXISTING PA 4.39'lF OF ----. __._ VEMENT/CURB B L u'-- --- 11 UNITS MAX,=(7.5 UNITS/ACRE)(1.5 AC) 16 SPACES=(8 UNITS)(2 SPACES/UNITS) F. UNIT DENSITY G. PARKING SPACES: H, LAND USE TABULATION: CLEARWATER BAY SUBMERGED LAND: 289,686.95 SF (6.65 AC) LOT COMMON AREA: 5,211.07 SF (0.11 AC) TOTAL COMMON AREA: 294,868.65 SF (6.76 AC) LOTS 1-8 AREA: 69.260.40 SF (1.59 AC) TOTAL PLAT AREA: 364,129.05 SF (8,35 AC) 364,129,05 SF (8.35 AC) 16. ALL LIGHTS ARE UPLlTE LANDSCAPE GROUND LIGHTS. i, I { ~ ';' 17. ALL CURBS, GUTTERS, & BASE MATERIALS FOR ALL SHEETS WHETHER PUBLIC OR PRIVATE TO BE INSTALLED PRIOR TO THE RECORDING OF THE FINAL PLAT. 2 UNITS 4 SP ACES 8 UNITS 16 SPACES 5' CONC, PUBLIC ~EWALK '-'(. ',-, . (;2)>...2<1;'20' SIGHT \ '-'....'-'VfS1BILlTY TRIANGLES -!!!.Q.. , R\O'X & / ~/' I SAW CUT , 39.03'lF OF& MA TCH I' PAVEME ExiSTING ;i _, __ NT/CURB -I 30" HIGH FENCE & COLUMNS WITHIN SIGHT VISIBILITY TRIANGLE (TYP.) R/w) COMMUNITY MAILBOX LOCA nON '- '.... (1) H,C, RAMPS wi "\. ....... TRUNCA TED DOME "\. PER FOOT INDEX #304 '- "'-. " DRAWN BY: RJM ----------- , . I' . , "': i ! ", I.' ~ I;' i" CHECK BY: KEZ ", s' CONC, PUBLIC SIDEWALK (2) H.C. RAMPS wi '~TRUNCA TED DOME PER FOOT INDEX #304 ORIGINAL DATE: 09.17.04 '- ''-" '- MAY 0 6 2005 SHEET 30" HIGH FENCE & COLUMNS WITHIN SIGHT VISIBILITY TRIANGLE (TYP. ) 5 OF 1 0 ISSUE DATE: 04.04.05 \ \ I I --1 ~ ~ ~ t:} (j 1 -- -- -----, ~ ~ 1-/ <, 41j $ 11 <:{j 0:::, ~ IMES-Sr IINV=2.0', .. . '\. '\. '- i -- J -- -- I I 16,51\ \ 9 x -- l()hJL1~L~~I':)~~~l~t~ Et~~~~i~J\ \ "A' '-.;} I I o ..,f I I ITREATMENT !OND~ l T,O.8.-5.00 BOTTOM=4,OO . WEIR E:l,E\{= 4, 99 / ~-..j--"\'~ ~,' ,( ,-'i . r" r-< r -- -- r' ,--" ..... ,L )>. >- l... ;' T '-, x ''-r X \., \ \.~ \...-! LOT #7 FFE: 18.10 TOR: 41.10 2. '., 1<:.., \...., ') -<: ,! ",' Y'I' -...;..-..,r-,/" ,~-', , ,.J .......).'~ ~,-j\_-j-.l \.....).,j {;... . (( 3 r ( >- ( '-, \t \.',:" ~'i '-, '-, TEMPORARY SILT FENCE LOCATION (TYP,) ',-.j ---1, -- '-~" ...._.\.___,'- ~}, A ~- ,"-/ '" ~ --- PROPOSED 5' NOTCH 1- '-I ' T =FI !ALUMINUM.--SKIMMER}-//----// t PROPOSED 5' NOTCH SODDED TREATMENT POND - - 1~~lg~~f~I~L~O~~J ITOB~5.oo~M'N/f/ / '" l~,Q~D_,E3Q_TIQ,~=.~__5_0J /// /j .~. ~EXjST:-QBA'DEl / ~/ 1 '" ", / 4 ... "\,~".. // / ---------~------_.-..... ----------- JTOP OF EXIST. OR I ///-lMODIFIED WALL=5.00J ./ --~- + + /1MHT=2.50'1 ~ IALUMINUM._$~lnMMEf3J- " '-.,. TOP OF EXIST. OR MODIFIED WALL=5.00' ( IN FEET ) 1 inch = 20 ft. SECTION A-A NTS. & i'NLET C-1 I / RIM ELEV=13.0 / INV=8.00 , 122LF . .....L " ::r 7 5" ~O--. POOLlRECREA TION A~ (COMMON AREf\') r . 27 &/ dj 5/ ~f .II 3D :? , 6- J7 .: r-~' .- }-; [RI~ ~~~:~'~~.f INV-4,50 . - - - -- r STORM MH-~ R:~LE'V=1.1...1.0 .. INV 7.50 , , 31 32. .. 35. 33 34. 3i. 14- ~ ,t- ./ '-j g- .,4- ~ . ~ . 1. LOT #8 FFE: 15.00 TOR: 38.00 15 LF 'z_, ~STORM MH-B RIM ELE. V=9,OO INV=3,6 '"-- -- I INLET E 7~ RIM ELEV 10,80'\ INV 4.2 ... ... . \ \ Illi}\ \ -, -------- ,--{' ,~ , LOT #2(l , X FFE: 2fJA-0 TOR:~0.40 AVG~\..10.00 ;~ ( ( ( GRAPHIC SCALE ~ ,.,- // ~ 10 ~ 20 I 40 , . . . '-1NOTCH -ELEV=4.90'1 ,.,-==-iPONDB()TT9~ =3. 50'1 . /'"/'"~/ LEGEND TYP TYPICAL FFE FINISHED FLOOR ELEVATION SECTION B-B TOP TOP OF ROOF NTS, /jO.OO] PROPOSED GRADE " EXISTING GRADE x EXISTING TREE TO BE REMOVED A./VV'v SILT FENCE AND FLOATING \ '\ .J TEMPORARY SILT FENCE) /lLO~ATION (TYP.) I 79 , J ~ '.... ( 1, SEE GENERAL NOTES SHEET AND DEMOLITION FOR EROSION AND SILTATION CONTROL ALONG WITH GENERAL NOTES, 86 PAVING, GRADING AND DRAINAGE NOTES: -1 \. -..j< ,)./ (, ~Ir . )~) \- ). (\' :;.;,.. . ~ '7 'r ~"J .,) ~. r ::....... Y" ~) '--, LOT 'If-t.., I, I' ,~~' \'FF~,;,6tJ>G'X~'-' TOR: 51.40 -Co AVG, GRADE: 16.40 ,,' ) -./ I , J 2. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA. X 3. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK ( TBM) LOCATIONS, 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. ~72 "r"~ /''( l \ ,---..... ,. -- -- x XJ-" X . )~) ') 5. FLOOD ZONE: THiS PROPERTY LIES WITHIN FLOOD ZONE "vE" (14), "AE" (12), "X" (INSIDE 500YR. FLOOD PLAIN), AND "X" (OUTSIDE THE 500YR. FLOOD PLAIN) MAP NO, 121 03C01 06G, 6. ALL DISTURBED AREAS WITH IN R-O-W SHALL BE SODDED OR LANDSCAPED, -< ~ j' '1.1uJ ;; ) -,/ ~ ~ ~ Cc 7. ALL UTILITY FACILITIES & STORMWA TER DRAINAGE FACILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND.. - __---:t-- -r'~( ( ( r- f'117(~t\ \ EROSION CONTROL MEASURES NOTE: I :> \. " liL~~. >trf35} -- '-.- I -- '- 14. ( '- 'r ..;' I < j ~2:0] rfT6~ol J .. f173l 11A1l /l'.'.">J /tl1JJ . '. . [1}-3l / ': ,I' ;' !!; - '. i ~ .~ / l.LJ . C/) :< .:J C/) -- J.--",\ )-, .,29)" )., '5...... 128.- '~ 12~ 9- . ,32ft . X 134 ~, ".r '\ ~J....,~ LOT #f3 FFE: 21,00 TOR: 43,00 (--'I, ~(' LOT #5 ,.l FFE: 21.00( TOR: 43., ;-- ~ j '~ l.,- T 'r ,~ 118:0]-, .--'- l I ~ <:{ [176}' LOT #4 FFE: 20.40 TOR: 50.40 AVG: 15.40 r'-s]h ~, \ ~ -~ ~< '''. \. ~\ .-'....'-... A. J... j .J. ~" .k '- ./ / / / x . ..... .... ~. " ...... , '[~ .t.J' __....... ~, )--f >~ ). ~' PAL M . 123 B L U F F STREET ( 50 R/W) ). -.." (~ o '\j- -- --.,. .........-- " ,'..( ..Y- --....,.:.--- REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERL Y MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D-4 AND 40D-40, F.A.C.. INITIA TION 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 OCCUR R I GINA L CONSTITUTING A SEPARATE OFFENSE, "------ -- 6; I Lu ~ ~ 1~~\17r-rp;- I:' :. ~Y7 ; 0' , I',) ,. , ,I:") ~ I , i ' I~' I ~ I I " ", : I I "11 I I MAY 0 6 . ;, I i I' 2005 Ii i I ' I,; , ' LOT #3 FFE: 21,00 TOR: 53.60 AV')<:8,60 ~ ---....J ~ I " o Lu () C/) o STORMWA TER CALCULATIONS TREATMENT REOUIRED: (~)(69,260.40 SF) = 4,328,78 CU-FT TREATMENT PROVIDED: (495315 Sf (ELEnO) +?146 116 Sf (ELEV40)) = (4,049.90 SF)(1.0' DEEP) =4,049,90 CU-FT TOTAL WEIR ELEVATION: (~)(1.5' DEEP) = 1.33 3.5 + 1.33 = 4.88 USE 4.90 FT. ELEV, x I.] --;7 L-. -7 L' L U~ --< ZI- (,-0 \~i , lLJ-o f- l-u ~ ~.- ." f- Ur: , \ '-J r\ CL: ~J <( V)~ i,J'J), < i-,.J ."..(" 'f) ~r:. ..;t --"/ =-0 " <f1L N lL " ' tU ,Z .-L- 1-1 u.J uJ -- " J >' .:.:L. U ~,n ~$ _oor ~C"j <fJ< u.iCl ~~ (j ti ~r:l :!l~ ~ ~, ~~ ~5 5~ I..... (fJ C\1 . CO U 0 C'J .....:I~C'J .....:I~< ~ W Q ~~........ Z~lZ ~r:J)o ;:;s ~ ~z o 0 ::c:~ .....:Iuu ~ < < :>~~ ~co~ Qroo woz z~< r:J)(Y)~ ........ ~ ~ 0 ~ ~ ~ ,......, ~ ~ ~ ~ ~ ~ E-t <t: ~ ~ <t: ~ z.....:l @u <t: U o -l I- U W > o 0::: CL ~ ~ ~ <r: h W 2 <t: Z I- U W > o 0::: CL NNNNN 'Y.'Y.'Y.'Y.'Y. 0::: 0::: W W f-- f-- <t:f--<t:~ 3:r;j3:Zf-- O:::-O:::WU <t:d<t::2W ~ ~:2t::.: U~UOI UU lL.)--lL. 0::: Ot::.:O~<t: )--U)--OO::: '=O:::'=O:::~ UwUW OCL O:::CL > f--.w w > CL > 0::: wW w ::J 0::: . 0::: VJ > VJ w - 0::: '<t'<t.q-l[)l[) 00000 moo tri.f If'i NONoa mON.flf'i o~~oa ~Nt<).q-l[) ~ (j ~I ~tI)~~ i ~~ r . Ol : Cf'l("t) . /<:O\@l . " :t t, t-: i:: ~~fJJ ,11 :It Z .:J ~x3: c..LEdS <t: ~ ~ ~ o .....:I ~ Z <t: .....:I ~ ~ CJ ~ Z ~ ~ ~ ~ 6d CJ Z ~ ~ ~ w ~ ~ CJ Z t- W W I VJ O:::W>-lf)-OZlf) DRAWN BY: RJM CHECK BY, KEZ SHEET ORIGINAL DA IT: 09.17.04 )-- m z o F CL 0::: U VJ w o W f-- <t: o o z 0::: W W z i3 Z W .!l:Io W On:: Ww Zt- Olll Vii3 W Vln:: Vl wo<( ...J Z>- ~ro 00 :::;w o<(lIl >lIl o t-ro O:::!: zw 6 OF 1 0 ISSUE DATE: 04..04..05 GRAPHIC SCALE LE GEN 0 ~ 10 I 20 I ( IN FEET ) 1 inch = 20 It. 'vi PROPERTY LINE 'vi PROPOSED POTABLE SERVICE 55 55 PROPOSED SANITARY SERVICE -fffff;;7~~%#m7ft- ~ ~ ~ ~ fJ I I It) C") I I I Ale I UTILITY LINE TO BE DIRECTIONALL Y BORED EXISTING POTABLE SERVICE EXISTING SANITARY SERVICE Alc PAD LOCATION -- -- ~ ~ ", .< . .-.;. ./ 9- .,-1-- . CONNECT TO EXIST. 4" POT ABLE WATER STUB SAN MH-4 RIM ELEV= 10,70 (NE)INV= 6,30 (S)INV= 5,70 /~-..('~" / \,~"\ /'-~ y-"'.) r\ ~. )" 7-1- ). ~\ 75 79 ,/ 80 31 . .i .J5. JJ ~4. 31 --~ (1)4"x1" TEE (1 )22.5' ELBOW LIFT STATION (SEE SHEET 8.1 FOR DETAIL) 30 28 A. · :r I"~ 14- ~ ~,/ , (~ j /"... , , 86 ) ~j ,-' j '.~....I' ;' ,r' ("~ T). (,.. '-- \ (t, ') .\ l,,,StV '\, \/'f~' ( "~1' (l~' X '--:- '--j'7~.f..f" ~'--"\-^,j'-.J '" \.:r '- \.,- ''-1 ,.-1".. j .l? & / / --- lOT 1 --- ... " , x X 131 --, '-.A..~..--\.~/ '''"-,,f..../ 1" DUAL RESIDENTIAL W.~. & c-( '..( & I (-, ~-I- lOT 8 X 6" SAN, SERVICE STUB (TYF',) '\ _~ 72 -- 3/4" SINGLE RESIDENTIAL W.S. -- 3/4" SINGLE RESIDENTIAL W.S" I' (2)4"x3/4" T,El'" ",C' ,-1. X \ r' -- x)., * )" , ^ -- I t ( .1........ \ 'c" "j ) .') -( ~ -< ! "\ j ~ ~ ~ r-"~ /..~t ~-... \ /_C'J" r....l.., r.l. ....--....1 , lOT 2 (~:/i3 (..... ," .,.\ \ SAN. SERVICl C.O. (TYP.) rl... ( SAN, SERVICE C.O. (TYP. ) (" \ /" , f,lJ... , r" ;.. ~ , ') '. (.. o 'i- ," , -- \ '>- 'r -- lOT? " X(~'i, '"\j , . ,...._./,~/ 6" SAN. SERVlCE../ STUB (TYP.) &4 "( "( (1) 6" TAPPING SLEEVE & VALVE OPEN CUT & REPAIR PAVEMENT (TYP.) ( '-(,'i 2 1/2" STAND PIPE .) ~\ J.. o Lu () C/) o --J 4. .) I " / ,<,,! r'.("''I~Y''\ -j ('~ '-, , '--1' y ,j .j V~j t':-. 2 e \. >--j~~~ ~ ~~-\. A ^ I'~ t' 4" ~.S. '-'-i (t.. \,.;___ 3 ,_ \,.; >- (1) 90' ELBOW \,.; .. --- (1)4"x3/4" TEE CONNECT TO EXIST. 4" POTABLE WATER STUB ~._,.i......~,' \ ,j : ~./ 3/4~ \~l,NGLE RES~D~!}1lAt 'W.S. - ,-/,j\...tn"4"x3/4" TEE A L M OPEN CUT & PAVEMENT REPAIR CORE DRILL EXIST. SAN M,H, C INV=18,20 /EXIST. M,H, TO BE RELINED PER CITY CODE 8 L U r r OPEN CUT & -PAVEMENT REPAIR & S T R [ ( 50 ' R/W 1" DUAL RESIDENTIAL W.S. (1) 4"X1" TEE 3/4- SINGLE RESIDENTIAL W.S. (1) 4"x3/4" TEE 1 . 2, 3. 4. 5. 6. 7, 8. 9, 1 O. 11 . 12, & 13. 14. 15. UTILITY NOTES CONTRACTOR TO VERIFY THE lOCATION OF All EXISTING UNDERGROUND UTILITIES. UTILITIES HAVE BEEN OBTAINED FROM THE CITY OF CLEARWATER UTILITY ATLAS. CONTRACTOR SHAll NOTIFY AND COORDINATE WATER SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT. CONTRACTOR SHAll NOTIFY AND COORDINATE SEWER SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT. CONTRACTOR TO COORDINATE INSTAllATION OF ELECTRICAL POWER SERVICE WITH LOCAL ELECTRIC COMPANY, SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR lOCATION OF OTHER EXISTING UTILITIES. SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES. INFORMATION DEPICTED REGARDING EXISTING UTILITIES IS APPROXIMATE AND IS NOT FIELD VERIFIED. PRIOR TO COMMENCEMENT G~ CONSTRUCTION, CONTRACTOR Will FIELD lOCATE & VERIFY EXISTING UTILITIES e,g. TYPE OF UTILITY, INVERT, CONDUIT MATERIAL E.:::T. AND CONTRACTOR SHAll NOTIFY ENGINEER OF ANY DISCREPANCIES I- NO JOR CONFLICTS. UNDERGROUND WA TERMAINS SHAll BE INSTAllED, AND COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. CONTRACTOR SHAll INSTAll FIRE SERVICE LINE FROM TAPPING SLEEVE & VALVE TO THE LOCATION OF BACK FLOW PREVENTER AND FROM DEVICE TO BlDG, I~STAll A KNOX KEY BOX FOR EMERGENCY ACCESS AS PER NFPA 1, SEC, 3-6 AND INSTAll PRIOR TO BUilDING FINAL INSPECTION. DIRECTIONAL BORE W.M. UNDER TREE CANOPIES TO AVOID DESTRUCTION OF TREE ROOTS. All UTILITY FACILITIES & STORMWATER DRAINAGE FACILITIES ARE REQUIRED TO BE INSTAllED UNDERGROUND. EACH UNIT Will HAVE INDIVIDUAL TRASH & RECYCLING CONTAINERS CITY OF CLEARWATER Will FIELD lOCATE All WATER METERS PRIOR TO CONSTRUCTION. ENTRY GATES MUST BE INSTAllED TO OPEN THE ENTIRE WIDTH OF THE ROADWAY AND COMPLY WI TH PINEllAS CO. ORDINANCE 98-4. i-.-- ;:c I!"~ 1,\ ~~ o ,:---'1 \ ~ \:..~ ( < ~ :..J' iL " --1 -, ~-~: --- v Z Z . Z U~ Ztl- - v)lLJ uJ~ ~~ US O~ V)~ V)(j <(cg v:t> z U~ <( )-0 ~~ r:Z }-~ lLJ lLJ; ':::l.u ~ ~ :J .,....,J 00 ~ H <C ~ W ::ii <( Z f- U W -:l o 0:: a.. NNNN ~~~~ 0:: 0:: W W ~f-~(/) ~z~~ o::~o::w <(..J<(::ii ::Ju::J::ii u~uo U LL >- LL >- O~Of- >-U>-u ~o::~o:: UwUw o a.. 0:: a.. f- .w > a.. > w w w :::>0:: '0:: (/) > (/) w _ 0:: vvvt[) 0000 oio:::irri-i- NONO oic:iN-i- o~~o ~Nf')v C'J co U 0 CIJ ......::l ~ CIJ ......::l ~ <r: ~ ~ Q ~ ~ t--t Z ~ ~ ~ lfl 0 ::g ~ ~Z OO:::r:: ......::lUu ~<<r: > ~ ~ ~ ~ ~ r:::l CD 0 ~OZ Z ~ <r: r.J) C'J ~ t--t :::g ~ 0 ~ <r: ~ ~ ~ o ~ ~ z j ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ <r: ~ ~ <r: ~ z~ @U <( U o ..J f- U W -:l o 0:: a.. w ::ii <( Z f- W W :r: (/) >- m z o F a.. iY U (/) w o W f- <( o ci z O::W>-l/l-OZl/l (.) <( to >- C'). <( ~ N r- ~ <::> i:S ~ . ~\ '~ \ , ('\.j .0) ,.- co ~ . o z u..J . 0- 0:: W W Z B Z W ./do OW wO:: Z~ t?lIl ViB W lIlO:: III ~<t z>- ::l(IJ 00 ::;w <tlll >lIl o f-(IJ o~ zw . ..; DRAWN BY: CHECK BY: ORIGINAL DATE: SHEET RJM :r, ," '-J - G) - Z > KEZ 09,17.04 7 OF 1 0 ISSUE DATE: 04.04.05 EXPANSION JOINT NORMALLY 48' MAXIMUM 50' STRUCK JOINT o TYPICAL SIDEWALK PLAN ~ I 1/2" BITUMINOUS STRIP ~':":: ~ uBi BROO" FINISH t8~.>,. '. 'I .~....~...~.,,~..~. ",-; ;.:. ~"'~:'. ~I.~...'''~:..'':'::::.:''':. .~.:..~. EXPANSION JOINT STRUCK JOINT EXPANSION JOINT I I I. , ,I o EQUAL TO SIDEWALK WIDTH (6' MAXIMUM) ~ rr:;TI .~~~~,-:.~U~ v .~ ~i~./~ ,~>. /,f.>': ~ 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 3'-4" _ 2" ~~~ ~ II) I I c IX) T-L 2'-0" 1" 24 ---f.++ c o I ~ B" I-+-< - ..- I ~ B" ~ IX) PLAN 2'-4" c o I I") II ~ Lni-0 ~..- v2 +-' . a. ~ CI.) l/'lo Approx. Weight 235 Lbs. 5 3/4"-4: I ~ I, 3'-4" 2'-0" I "J- 5 3/4" 'IH~ .- II " '- Eye Bolt See Index ..- ..- 00 r Grate..A 0- , ~ ~CI 1 I ~ ~ + ---. P "---#4 Bars @ 12" Ctrs. c u,~ to '- ~~I~ I") m @ Q) (J m C L c.. C (f)CD vlO 201 I N ..- ..- SECTION Recommended Maximum Pipe Size: 2' -0" Wall-1 B" Pipe 3' -1" Wall-24" Pipe FOOT TYPE "C" INLET NTS ( -c c C CD - - ..... ..- 0 ~lL. 0"8 z::::!: 1:) c C CD )( . cu )(-0 Cl')0c:: CI.)~- .;:: _ cu >0 Ln cu ..- l/'l " 3/1 Straight Bars 2 x 16 1" 3/1 Reticuline Bars 14 x 16 1/1 1" Bands 1'2 x4 Approx. Weight 100 Lbs. in I, 1 2~ . o ..- I in . (X) f- '-- . v I -:.r . (X) , o I i-0 ~ I ';,q (X) PLAN 4'-4" 3'-0' SECTION TYP E E INLET E '" \.\.e\ ~ . ,,-,0<:-, (,0,) ~ff' 0<:-"" 1 -+-,"'\.. 3' lronsitian ~. . '\~ ,\'('ocP \; ~C) ..."> '" ,i.~'('o .- ./ ~~'),~~ \~:"''(' 0~ ~ I A a\ v A / Bock of Curb t llXll! --J Nan-slip surface require- j~ ___ ments see Nate 8. 1/] · ~ \ u c: ~ ~ Cone. Sidewalk .0 ~ B ~ N01E: Wings only if Side Slaoes Reauire. Procertv / R.O.W. LIne B t PLAN VIEW Remove Back of Curb on State or Vertical Curbs with a vertical or Remove entire Curb and Replace as Part of Sidewalk Ramp. \ Modified and Valley Gutter Curbs join exist back of curb /- 12" ~ Textured Surface 1"~ Max Slope ~ _ . r' ,. .. ~. .:f .'.- . .' l." ,~' "~'" . . '. '.' ~ 1/2" Expansion Joint Remove Curb if Existing t Max Slope t4" 1 /2" Exp. Saw cu t eX4-- .- 0 0 ::::2' ::::2' 0.. o n1r Exist Conc Drive 12" 1"~ Max Slope 12" 1" ~i / t Joiot 7 'le,'; r~~16::' ~ , /2" E,p Joio I TYPICAL DRIVEWAY CROSS SECTION En o L L ::l 4--U 4' Min Residential Street 5' Min Arterial Street l' City R/W 2' County R/W 1/4" per Foot 4 f ':~. ,'''1:'' ,,'.' ,'. ~.'.' .:.' .f"'.. ':'. .'1 f~...,......~1_ Back of Curb Remove to an even join t or sawcu t SECTION A-A N01ES: ~* . v I -:.r ~'-~. 2t' ~T~~~'~~~;~~ll i- ~I ]( 1 ~v :! 1- ; ; .--. ': ~ J I 1 .. ~v . v I -:.r 2i" l, " T~: ~I I- . I I-1N '1-' '~ ~~~~~J. ~~ "'I 2 . (X) I>- - "-1+ TYPE E Approx. Weight 465 Lbs. CAST IRON GRATES K:: 5 3/4" ,I ~ I' 3'-4" r I . lD c r-~ 1'-' Eye Bolts "co See Index!O ..- ......... Ln. lD "'I ..- @~ Kl c 1 g ~ 0.0 l/'l lD Ie o ~ "'I lD "'1"'1 , -0 c:: o lD ""'-. I'-- v #4 Bars { @ 12' Ctrs STEEL 1YPE E Straight Bars 2'x 3/16" Reticuline Bars 1 1/4' x 3/16" Bands 1 1/2" x 1/4' Approx. Weight 215 Lbs. GRATES NOTICE: Steel Grates Are Required On Inlets With Traversable Slots And On Inlets where Bicycle Traffic Is Anticipated. FOOT TYPE liE" INLET NTS 3000 psi conc 4" thick, Constr. S" thIck at drIveways with 6xS #10 welded wire mesh. See note 7. SECTION B-B 8. Ramps shall have a tactile surface, textured ta a depth nat exceeding 1/8- by use af tamp ar roller In conformance with requirements of FOOT Roadway and Traffic Design Standards, Detan 304 or most recent modIfications. 3 4/0/02 2 1/86 1 11/03 REV. DAlE Rev, Not.. CITY or CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING TYPICAL SIDEWALK CONSTRUCTION AND RAMP DETAIL R,Q. ocld.t not. REDRAWN BY J.C.J. modllled curb cut CHECKED BY T.C.J. DESIGNED BY C.lotH, DESCRIPTION JWR M'P. / PROPOSED GRADE 6" rPAVEMENT . . 12" . 3,000 PSI CONC. --......... . ;.. · ~. @ 28 DAYS '. . . . . . " ++... .. + II # 5 BAR CONTINUOUS J ~ COMPACTED EARTH 6" RIBBON CURB NTS t t4" ft ,DtlE 11'93 li'IlEX ND. 109 1Of3 Interlocking Concrete Paver \ \ Course Granular Base Compacted --1-/ / Subgrade / / /_ II! INSTAllATION PATTERN [, Sand Filled Jaints 01 I[ II! III TYPICAL CROSS SECTION (Pattern will vary with selected paver) 1. 2. .3, &4. 5. 6, /). 7, LnS. Interlocking paving units shall generally be installed in accordance with manufactures requirements. Paver Thickness: 2 .3/S" Residential, Light Duty Traffic; .3 1 /S" Commercial, Heavy Duty Traffic Concrete Pavers to conform to ASTM C9.36-S2, Course Granular Bose shall be in accordance with manufactures requirements (4" min. for 2 .3/8" pavers and S" min. for .3 1/8" pavers), Granular base shall be crushed concrete or other material approved by City Engineer, Coloring or dye sh all be uniform throughout each concrete paver unit. Dipped or externally colored paver units are unacceptable, Pavers shall be installed with edge restraint and confined with cemented paver units, curbs, poured concrete or other suitable method. Final finished surface shall be of uniform elevation or slope. Subgrade shall be free of clay, organics, or other materials which will allow future settlement and compacted to 9S% AASHTO T -180-57. & 5/01 REV. DATE REVISED NOTES DESCRIPTION I Construction Joint Permitted (Typ) ~A\ B ,---. C 6"R (Typ) ---::::::;J '-A --- C -B Limits of concrete swale Limits of pay quantity PLAN ~ LS....... .,. . .:~ SECTION B-B NOTE: Subject to City Engineer's approval, To be used only in unique situations, REV. DAlE DESCRIPTION STREET WITH CURB CITY or CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY M'P. CHECKED BY GCH DESI~EID BY INTERLOCKING CONCRETE BLOCK PAVERS 'se .~,<,' ol\' ,,,,. e~ 'jO ,-,<, ~ s \fl) \es \. \)<' eO 0'1.: <' 2' ~ '~ -.:J~'.u; '0:' .. , ~ \4 ~ .JJ ~~ '95 li'IlEX ND. 113 1 OF 1 N #6 Continuous SECTION C-C CITY or CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING CONCRETE SWALE DETAIL VALLEY GUTTER CURB REDRAWN BY Novo CHECKED BY M'P. DESIGNED BY t.4.G.B. o t- lO~ 1" ..- 2- ~ m= 4 V .c II) c...1 'Q)v Ojo - '- ,,-..."- 0 (/JOLL WN . 0:: ."0 <{ 0 0 >Z~ '-'" x....: X ~.~ C c:: Q) ~-o::: _ Q) L II) Q) 0 ..-(/JLL 11" 11" 2" M~~~" - c==:J c==:J c==:J c==:J c==:J c==:J c==:J c==:J c==:J c==:J ~T~~ c==:J c==:J -L~~ ~:r g ~ STREET WITHOUT CURB I ct u o OJ D... o w - NLI. 2'-4" .1 :'-~L 1~l--~lr:~f~ ,r ....: Ie 'cU ~ .... 5 3/4:t I ~ r-il' \ - t Grate-f ~ i 1-~. _~ t ~1 ~ r t Recommended Maximum Pipe Size: 3'-0" Wall-24" Ppe 4' -6" Wall-42" Pipe ITT: :III~ =n III II " I II:::J I r-nr--.. I 4' M ~I~ ~,-=-c- 36"min. -11:...:111' -111- 4' Min, ...... Steel Casing (Size Varies) Deetile ~ I ran Pipe ~ Restco;n;og Gaskets (typ) NOTES 1. All pipe thru casing to be ductile iron. 2. All pipes within casing to be restroined by restraining gaskets. 3, Casing pipe to meet F.D.O. T. standards, REV, 2/95 DAlE DESCRIPTION NOTES '" PIPE DESC. IIF=1II=1II: :11'" .. - ~ CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING GCH REDRAWN BY !LV.D. CHECKED BY G.c.H DESlDNED BY " '''' JACK AND BORE M'P. i . ~ -i) C:2(G~U \: ... ,-.,' "--- -- II ' 1))1 ...J ' i L APR 8 200S " , . ,'to, .::'..I"J' ~-'v'ELOf.'\.Ii.....l~T S~r' v'ICES I ,. J ."'VlT' Ti .o~lE 71'92 li'IlEX NO. 107 1 OF 1 DAlE 1/00 li'IlEX ND. 407 1 aF 1 :: . ,..,,: ......1;"( v z z z Us Zc..- - v)uJ uJ~ ~~ Uo O~ \f)~ \f)j <reg ~ z ~ :5 ~~/i;. >- u ~< ~ 5 ~i~. EuJ ~i~::;~~ili1111>'..': ..-J .'. .... ". .1'...... '. > ........ .' ........,..... ~ U ~..,~<) 'i~L. ""'," '. { .',. .' 1 ... ..."........... . ." ..........., .'.: ....'... . ..,;~i .'.,.,...: C\1 <:0 U 0 cr:> ~E-4cr:> ~~~ ~ Q ~ ~ E-4 0:: rn 0 .....::l Z ~ o u <t: ~ ~ ft E-4 Z ~ ~ ~ o ~ ~ > ~ QCXJO ~OZ Z~~ rnC'JP-t ~ ~ ~ 0 P-t ~ U ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ <r: ~ ....... ~ o ~ ~ r:n ~ I--l <r: E--. ~ ~ ~ <r: ~ ~ Z ~ CJ ~ ~ ~ E--. <r: ~ ~ <r: ~ z~ gu <( u o -1 f- U W --, o 0::: Cl.. w :::!; <( Z f- U W --, o 0::: Cl.. w ::::2' <( Z f- W W :r: (f) NN ~ ~ >- m 0::: w f-VJ <(f- 3:z o::w <(:::!; w:::!; -10 Uu LL>- of- >-u f- ue] oD... r -> Ww :Jo::: (f) (f) z o F 0... iY U (f) w o vlf) 00 Ol..t NO Ol..t 00 W f- <( o ~N o z O::W>-Vl-OZVl (.) ~ N uji I ::r:! ~/ -.. UJ\, ,,~ "', \ CJ::: W W Z B z W ~o OW wCJ::: ~~ ViB W (f)CJ::: (f) ~<( z>- ::)00 00 :Jw <((f) >(f) o 1-00 0;:0 zw l.C1 ~ t"'J l'- o 0::: ,Q.. .,q: ~ .-- X> <;;f" .' o z . w . a... DRAWN BY: .:> ::0 - "'7") RJM CHECK BY: KEZ ORIGINAL DATE: 09,17,04 SHEET 8 OF 1 0 ISSUE DATE: 04.04.05 TYPICAL FIRE HYDRANT SETTING n. t.s. QJ C ~ "'-. L . .. , I i - Bock of Curb 1S" Min, 24" Max. : ! I ~ . I 1 I Max, 15' - Min, 4' or of Pavement Distance Varies ! /valve Bo, VEdge ''<~' I "/~<\~ ~<" 'V~ "/~v I '$'v i .l I I I ! I Mech. Jo;nt Valve ~ ~ Restraining Joint (Typ,) c L 1O I N ONLY APPROVED 1 i IIII Ci=~ ~ NOTES: I 1, Steamer Connection to Face Street. 2. All Fire Hydrants to hove 5 1/4" Valve Seat. 3. Fire Hydrants Sholl be Placed at Street Corners or In the R.O.W. Adjacent to Side Lat Lines Whenever Possible 4. See Sheet 3 for Typical Connections & Fittings. ~ Kennedy Guardian No, K-S1 A Muller Centurion No. A-423 U.S. Pipe Metropolitan CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADt.4INISTRATION ENGINEERING TYPICAL HYDRANT SETTING CROSS SECTION DESCRPTION REDRAWN BY B,V,D. OiEO<ED BY G,C,H, N"P. OESIONED BY T.C.J. DATE 01 i15"/92 INDEX NO, 402 2 OF 4 REV. DATE 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 @ 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 MUELLER H15008 or approved equal (Tap at 45. Angle) Stop .r Curb Stop / MUELLER H14350 with Lock Wing and _ ~~ Compression inlet or approved equal I I,.......,:..' ...........+ . ~ ..... - Saddle See ~o~:~ired ~,:t .#:~ ~-- ~., \ I/. .:. ~ (~, --- Water Service Tubing Driscopipe 5100 or EndotjYardley Blue Jet, SDR g, 3408 Polyethylene Saddle shall have double stainless steel straps with epoxy coated ductile iron body. Water Main CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADt.4INISTRATION ENGINEERING 1 '2/22/9~ REV. DATE REV. WA 1ER SERVICE lUBlNC l'tPE llESCRPllllN REDRAWN BY B,V,D. OiEO<ED BY GCH N'f'. DESIGNED BY WA TER MAIN SERVICE CONNECTION DETAIL . ~~TE.. 011'151'92 'NDfb~o. 1 OF .3 1 1/2" DETACHABLE ADAPTOR CONNEC~ON AND CAP W/ ATTACHED CHAIN STAND PIPE DETAIL n.t.s. ~~~ ~ L6 L 2 1/2"x1 1 /2" REDUCER ----------------- ------------ fl mr "el... nm 4" Fire Service ,. r ~ L- j) T L- ~ ~ ~ gO. Bend MJ X SLIP rea , r l',,~ -,~ [ ~~ TYPICAL HYDRANT SETTII~G n.t.s. Connecting Piece w/integrally ~ cost Mech. Joint Gland on ~ one End-D.I, Rotatable Mech. _______ ~ Joint Gland on Other End. ______. .... .... .. Fire Hydrant Assembl y (Typ.) -~ Length Varies (See Note 1) Valve and Hydrant Tee w/D,I, Rotatable Mech, Joint Gland on Plain End Branch. - ( @ ) .. Mech, Joint Valve . lr . 1.. ~ Watec Mo;n NOTES: 1. On Hydrants Requiring Runout Last Two Joints Must Be Restrained Per Detail 403 (2 of 2). CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADt.4INISTRATION ENGINEERING TYPICAL HYDRANT SETTING PLAN VIEW REDRAWN BY B.V.D. OiEO<ED BY REV. DATE N'f'. DESIGNED BY G.C.H. DESCRPllON 5/S" Min, 4 Required Pick HOle7 S 1-'i/4" 117 ~ I^ R W ~~ <v ODD /' --......; ('\ U STORM?J o 0 0 0 0 0 SEWERo Non Skid Pattern Required I RING - HALF PLAN ./ Required -- o ODD OF L p...,o o C'-J L o 36" '<t ....., n 23"~ 21" Machined Surface / / L ()) ~~ : I'\. "1_ SOLI D COVER l T '<t "'-.0 nN I L 1--- 22-3/4" '1---.1 0 ~~t Machined Surface N /~ , , , " RING - SECTION Minimum Weight 7" 232 Ibs. g" 278 Ibs. SOLID COVER SECTION Minimum Weight 128 Ibs. NOTE S 1. Where roadway base is 8" or thicker use 9" ring, all other cases 7" ring is permissible, 2. Manufacturers model of storm ring and cover to be approved by City Engineer. 3. Perforated covers, when required shall be similar to solid covers. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADt.4INISTRATION ENGINEERING REV. DATE DESCRPllDN REDRAWN BY Novo OiEO<ED BY W,J.S, N'f'. ~~[f BY STORM SEWER MANHOLE COVER P.V.c. PIPE RESTRAINT TI-lE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - OUTLET BRANCH 3. OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS I .. L .1 ~ Megalug Restrainer (TW.) ,. ~ . ~ ( "" . Ebba 1500 Series (TW.) ~ ~ y ON ALL TEES, A MININUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) FIGURES BASED ON 30" DEPTI-l BURY, 150 PSI TEST PRESSURE. B- PVC MAXIMUM SIZE USED IN SYSTEM NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 RESTRAINERS. NOM. PIPE SIZE 4 6 8 ELBOWS (deg.) VALVE TEES BRANCH 28 47 66 THRUST RESTRAINING DEAD END 46 65 85 11.25 2 3 4 22.50 45 4 g 6 12 8 16 90 21 29 38 CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADt.4INISTRATION ENGINEERING REDRAWN BY B,V,D OiEO<ED BY REV. DATE N'f', DESlGNlD BY G.c.H. DESCRPllDN DATE 01/15"/92 'NO!MO, 3 OF 4 _D~TE 31'00 INDEX NO, 201 1 OF 1 9/~~~99 'N~Mo. 1 Of' 2 I N .......... LI" 9 5/8" ~I ~/////~ f r Cleanout Plug ll;.": IU .bl __-_ -- 6" or 8"- 1/8 ~ P1 \-- Bend /) _ IIf Concrete Pad 4" Thick x 1'-6" Sq. }... I I - Sewer Main ~ CLEANOUT DETAIL N.T.S. ----~ ,- -...... I ) ( / 1) v- ~ / .~ '~ \ ~ o LL -....... ~~ 1~ r--. ___ r- -- V-- ~ PLAN Shallow a' - 4' Standard 4.1'- 6' Deep 6.1' - 10' Deep 10.1' - 14' A 2' -6" 3'-6" 3' -6" 3'-6" NOTE S 1. All concrete to be 3000 p.s. i., with fiber mesh reinforcing. .. 10 5/8" -1 9 7/8"--j1 f ~ ~/J Plug (See Note) ~ ..q- "'-. I") I") ~ V/l V ~V 8" .. 13 1/2" CLEANOUT PLUG DETAIL N.T.S. NOTE: Cleanout plug to be U.S. Foundry 7621 or equal. REV, DATE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT RED~: BY STANDARD 11 J~~ /95 CHEO<ED BY CLEAN OUT INIlEX 1'10. W.J.S, (Sanitary) 304 N'f'. APPROVED BY 1 OF 1 T.C.J. DESCRPllON See Index No. 201 "" .LI Varies ~ I~ At Terminal Manhole Clay Or Cement Brick Masonary t <{ / I ? ! o Bot tom Of ~ Corbel % _ s" _~ "D" Min. ~ _ 8" .. ~ Or To Suit Pipe V 12"/-V/- ~ -~- 12", j (( T' \' / 6"~~.' ..c +-' U g- o m Square Bottom Perm it ted 4' ",~.' : ~:.-~. . . 'V / /l _' / J ... .' . '(.' , ': .,: . . ^ .. .. 4:. . ""':'1 L.c. [ '.~'''. .,..'..'..... ....4.,....,.......~.1 : SECTION A-A '---"G" B D 3'-6" 4' 4' 5' G #3 at 12" E. W. #5 at 10" E.W. #5 at 10" E.W. #5 at 10" E.W. F 8" 8" 12" 12" C 4' Max 6' Max 10' 14' E 24" Max 30" Max 48" Max 48" Max 7' 7' CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADt.4INISTRATION ENGINEERING , ~/9/D2 REV. DATE REDRAWN BY Novo R.G. Oi~c:'1~, BY N'f', ~~ BY STORM SEWER MANHOLE DETAIL !l~ TE 31'00 INDEX NO, 202 , OF , Rev. Notee DESCRa>TION TYPICAL VALVE Adjustable Valve Box SETTI N G n. t.s. .......'T~~ ~~x/ Ul C o :::?i ~ When Valve Occurs in Roadway, ~ set Base on 1 a-Common Brick. j \M> ~~"t:~~~ Mech. Joint Valve J ~ Restraining ~ l.... .~ .E ~ l.... ~ Q) lO > o I U - N 0 ..c ..... Q. Q) o Water Main Joint CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADt.4INISTRATION ENGINEERING TYPICAL VALVE SETTING CROSS SECTION REDRAWN BY B.V.D. OiEO<ED BY DATE 01/15/92 IN~~O. 1 OF 4 REV. DATE N'f', DESIGNED BY G.C.H. DESCRPllON i-' [. JJr ('. .J " ....., ~L. '- I . : ~ ........ ."...... .... u Z Z .Z Us zc.... - VSLLJ uJ~ ~~ Uo O~ V)~ V)j A t" ,... ~ D :ttt:~tr::iH):t.j ~ Z.itL:', ~ :5 ;~I~ffr', ~ ~ ~~! .".' ~ ~ I;l;i',; . ~ ~ ~!~ fL'.. .. ....... jJ; ~I~t~~ i: ............... . .:..:....:.:..: . .>...... C\1 CO U 0 CV) ~~CV) ~~<r: ~ ~ Q ~~1-4 Z~~ ~ lfl 0 ~ ~ ~Z OO~ ~UU ~ <t: < :> ~ ~ ~o:l~ ~CXJO ~OZ Z~<r: lflCVJ~ 1-4 :::s ~ 0 ~ ~ ~ :J H ~ ~ H <r: ~ < ~ I---l ~ o ~ ~ r:n ~ I---l < ~ ~ ~ ~ ~ I---l ~ I---l ~ ~ ~ ~ ~ ~ < ~ ~ < ~ z~ gu <: u o -l f- U W J o ~ 0... w ~ <l: Z f- U W -, o ~ 0... w ~ <l: Z f- W W I (f) N ~ >- rn ~ W f- <l: 3: ~ <l: W ..J U LL o >- f- U o f- W ::J (f) (f) z o i= 0... ~ U (f) w o '<t o OJ N OJ o W f- <l: o c:i z !l::W>-Vl-OZVl () ~ ~ r- W 0 iE) g: - -< W ~ ~ W W Z (3 Z W ~o OW w~ Z~ ClVl Vi (3. w Vl[l: Vl ~< Z >-. :::JlD do ::;w <Vl >Vl o t-lD o~ zw N u"). 0>. ~~ o z W 0.... DRAWN BY: o ::::0 c;-) RJM CHECK BY: KEZ ORIGINAL DATE: 0917.04 SHEET 9 OF 10 ISSUE DATE: 04.04.05 v z z . z U5 ze..... - ~~ ~~ -r: Uu O~ V)~ ~~ U~ ~v z ~~ I:G I-z -uJ uJ; ~u GENERAL NOTES CONTROL PANEL -SHALL CONFORM TO FL DEP 64-604.42(A) CONTROL PANEL SHALL BE TSC MODEL # 38-D IN NEMA 4X FIBERGLASS ENCLOSURE. THE PANEL SHALL MEET STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP), ENVIRONMENTAL PROTECTION COMMISSION (EPC) AND LOCAL CODE REQUIREMENTS GOVERNING PRIVATE LIFT STATIONS. FLOAT SWITCHES AND CONTROL SYSTEM SHALL BE UL LISTED AND INTRINSICALLY SAFE. ALL COMPONENTS SHALL BE UL LISTED. A JUNCTION BOX IS REQUIRED, WITH SHOP POURED SEALS BEnNEEN BOX AND CONTROL PANEL TO PREVENT SEWER GAS ENTRY INTO CONTROL PANEL. ELECTRICAL CONTRACTOR TO PROVIDE SERVICE DISCONNECT WITH LIGHTNING ARRESTOR MOUNTED PER LOCAL CODES. THE CONTROL PANEL SHALL BE SUITABLY INSTALLED TO PREVENT SETTLING OR TIPPING. SINGLE PHASE WIRING DIAGRAM FURNISH AND INSTALL EBARA SUBMERSIBLE GRINDER PUMPS: DESIGN CONDITION: MODEL DGUII 2 HP GPM 12 20 FT /TDH VOLTAGE 208/230 SINGLE OR THREE PHASE DISCHARGE 2" 3-3/4" IMPELLER SEWAGE GRINDER PUMP: 1. RATED FOR TWENTY (20) STARTS PER HOUR. 2. AIR FILLED MOTOR DESIGNED FOR SEWAGE APPLICATION WITH CLASS F INSULATION. 3. DUAL MECHANICAL SHAFT SEALS (SILICON CARBIDE / SILICON CARBIDE) LOCATED OUT OF THE PUMPAGE. IN A SEPARATE OIL FILLED CHAMBER. V-WHITE Y-BLACK U-RED @,.~'^ . t.IAIN 23fN ~ ~ I r tolB1 tolS 1 OL'S SPN1 :r 'I~PUMP1 1J 0 I MOUNTlNG POST AND SERVICE DISCONNECT WI LIGHTNING ARRESTOR PER LOCAL CODE (BY ELECTRICAL CONTRACTOR) MOUNT CONTROL PANEL ON HINGE SIDE OF ACCESS COVER FOR OPERATOR SAFETY 26" X 38" X 18. DEEP COMPOSITE VALVE BOX H-1o TRAFFIC RATED wi INTEGRAL BOTTOM & RESTRICTED ACCESS 17" X 3D" LID CAPACITORS AND RELAYS ARE PANEL MOUNTED . .... ..\ !. . ;. CD ~ tolB2 tolS 2 OL'S SPN2 I . 0 I ;:: . I~PUMP2 ECB '"" ^ W @3 CONNECTION POINT "A" 4. HIGH TEMPERATURE BALL BEARINGS B-10 RATING OF 60,000 HOURS. UPPER BEARING - SINGLE ROW AND LOWER BEARINGS - DOUBLE ROW TYPE. 5. PUMP SHAFT HORSEPOWER (BHP) SHALL NOT EXCEED MOTOR RATED HORSEPOWER THROUGHOUT THE ENTIRE OPERATING RANGE OF THE PUMP PERFORMANCE CURVE. THREE PHASE WIRING DIAGRAM ISOLATION VALVE AND S X S UNIONS ALLOW FUTURE REPLACEMENT OF VALVES AND FITTINGS (2) ~2. PVC COUPLINGS wi COMPRESSION RINGS (2) FIELD INSTALLED QDC PUMPS 6.000# LOAD RATED ALUMINUM TOP wi 24. X 36" LOCKABLE HATCH SS HINGES AND HARDWARE 300 PSF LOADING (6) HOOK SS CABLE HOLDER ~54" ROUND 6000# LOAD RATED ALUMINUM TOP W-BLACK U-RED V-WHITE @ "r~r ~ 23fN ~ 311 ' I ~ I , 4W ' sill CDOR~~--i ; , @~ PLAN PANEL LAYOUT ......... 6. SINGLE PHASE MOTORS SHALL BE DUAL WOUND, CAPACITOR START-RUN AND CAPABLE OF OPERATING ON 208/230 VOLT WITH A 10% TOLERANCE VOLTAGE (190 TO 260). THREE PHASE MOTORS SHALL BE DUAL WOUND AND CAPABLE OF OPERATING ON 208/230 VOLT WITH A 10% TOLERANCE VOLTAGE (190 TO 260) OR OPERATE ON 460 VOLT BY CHANGING THE MOTOR LEADS INSIDE THE PUMP. FIBERGLASS WET WELL: SHALL BE A ONE PIECE UNIT WITH INTEGRAL BOTTOM, WALL AND UPPER FLANGE. THE ENTIRE FIBERGLASS WET WFLL SHALL HAVE A DYNAMIC LOAD RATING OF 16,000 FT /LBS. EACH UNIT MUST BE SERIAL NUMBERED TO IDENTIFY THE TEST PROCEDURE. ASTM 0 3753 & H-20 SPECIFICATIONS SHALL BE REQUIRED AS MINIMUM. ALUMINUM HATCH: TSC MODEL-54R (54") ROUND WITH 24" X 36" LOCKABLE HATCH, REINFORCED FOR LOAD RATING OF 300 LBS/FT WITH HOLD OPEN SAFETY ARM, LOCKING DEVICE FOR HASP TYPE PADLOCK AND STAINLESS STEEL HARDWARE. C\1 c:o U 0 C") H ~ C") H ~ < - ~ ~ ~~1---4 Z~P:; ~r.nO ~ ~ o...Z OO::r:: HUU ~ <r: < >~~ ~ r:rl CO Q CO 0 ~OZ Z ~ < r.nC'J~ 1---4 :::s ~ 0 ~ .. MB1 tolS 1 OLS ~ . If--O--'"L---o ~ . If--O--'"L---o PUtolP1 o a 0 I f--O--'"L---o FL DEP-LOCKABLE CONTROL PANEL FG GENERATOR RECEPTACLE (2) GAS-TIGHT SEAL OFFS AND JUNCTlON BOX .' ... 0 - D -": ~'.. MB2 MS 2 OL'S '"" ~ a If--O--'"L---o ~ . If--O--'"L---o PUtolP2 0' I I f--O--'"L---o '-.0... ORB CCB MB1 MB2 MCB ECB GR :.'," . .,:.'. CD .~. ...,. ..~.' .~ SS GUIDE RAIL BRACKET SS LIFT CHAIN ~ ~ ~ ~ 2" BRASS VALVES DESIGNED FOR SEWAGE SERVICE 2" WEDGE GATE VALVES OPENS 100" 2" FULL OPEN SWING CHECK VALVES TO ENTRY CLEAN-OUT PORT DESIGN 2" BRASS CROSS, 90' ELBOWS AND NIPPLES PVC SCH 80 UNIONS AND PIPE . .', o N AL CONNECTION POINT "A" -=- BYPASS CONFORMS TO 64-604.4(2)(A)FAC. S~ SEAL FAIL (1) o INDICATOR LIGHTS ETM2 ALARM AND RUN LIGHTS POWER LIGHT (4) FLOAT LIGHTS LEAD/LAG 101 SELECTOR 0 DR(GFI) ALTERNATOR W/ TEST SWITCH o SF1 (9 ETM1 F1 ~ ORB ,-.. ; ~.: ',.i '" : ~-:~..~ INTERLOCK 9,80 TOP EL, OL'S '. - .': AH THERt.W. 1 ITS B9 B10 : :.... .: ~ . :~ ..... .: .' . .. ..... ':. . . .~. .:. . ". VALVE BOX: FIBERGLASS COMPOSITE (H-10 TRAFFIC RATED) WITH INTEGRAL BOTTOM. (FOR 1 1/4" AND 2" DISCHARGE PIPING SXS HEADER SYSTEM) SHALL BE 26" X 38" X 18" WITH 17" X 3D" LIMITED ACCESS LID SAFETY DOOR ALUMINUM INNER DOOR REINFORCED ON ALL SIDES PRESS TO SILENCE THERt.W. 2 0 ITS B13 B14 .' '..~' . I I I tolOISTURE 1 I I MOISTURE 2 I I '. . . .... ACCESSORIES: #304 S/S - GUIDE RAILS, UPPER GUIDE RAIL BRACKETS, CABLE HOLDER, ANCHOR BOLTS AND PUMP LIFTING CHAINS. R2 F 2 SEAL PROBE 1 o+-lro B11 B12 DISCHARGE ~2" SCH 80 PVC PIPE INTEGRAL BOTTOM SLOPES TO WET WELL DALLAS SPECIAL1Y .& MFG. (DS 56-22) 2" X 2" RUBBER COUPLING & (2) ~2" SCH 40 PVC PIPE CUT TO LENGTH L1NK-SEAcro(THLS-300S) (TYP) FOR PUMP DISCHARGE PIPES 1J 14 R3 (2) 1Il2" SCH 40 PVC SWEEP WI COUPLINGS (2) ~2" SCH 40 PVC PIPE 1A F J 1A o+-lro SEAL PROBE 2 B15 B18 R2 SEAL FAlL 1 9 RJ SEAL FAlL 2 9 (1) 1J 14 ,PU, R ~PL1~ R , , VALVES : SHALL BE SEWAGE SERVICE DESIGN BRASS SWING CHECK VALVES WITH TOP ENTRY CLEAN-OUT PORT AND BRASS WEDGE GATE VALVES OPEN 100%. 2" SCHEDULE 80 PVC. ~ I--l < E-4 ~ ~ Z o I--l E-4 < E-4 UJ ~ ~ ~ ~ < ~ I--l ~ o ~ ~ PIPING: o o CO FLOAT SWITCHES: UL LISTED SJ ELECTRO MODEL (SJ 3G SWENO). PUMP SUPPLIER SHALL PROVIDE SUBMERSIBLE PUMPS, SLIDE RAIL ASSEMBLIES, CONTROL PANEL. JUNCTION BOX, FLOAT SWITCHES, ALUMINUM HATCH AND ACCESSORIES TO INSURE PROPER OPERATION AND WARRANTY. THE COMPLETE PACKAGE PUMPING STATION SHALL HAVE PUMP BASES, SLIDE RAIL ASSEMBLIES AND DISCHARGE PIPING ASSE~v1BLED BY TECHNICAL SALES CORPORATION READY TO SHIP FOR FIELD INSTALLATION. THE MANUFACTURER OF PRE-FAB PUMP SOLUTIONSO: TECHNICAL SALES CORPORATION, 4621 N. HALE AVE TAMPA, FL 33614 (813)876-9256 @ ~ ~ ~ H ~ ~ H <r: ~ INLET PIPE FIELD LOCATED (2) ~2 SCH 80 PVC DISCHARGE PIPES (2) SHOP POURED GAS TIGHT SEALS 1-1/4" APPLETON TO PRt:VENT SEWER GAS ENTRY INTO PANEL EL, 4.76 INLET FIBERGLASS REINFORCED POLYESTER ~ MONOLITHIC DESIGN WET WELL ./ ASTM D.3753 RATED FOR H-2o LOAD - ~ ~ E-4 ~ ~ ~ ~ ~ z~ 2u <( u o -.J t- U W -, o ~ Q.. EL. 4.30 HIGH LEVEL ALARM 4 3 2 1 FR4 B7 B8 HIGH ALARM @ALTERNATOR DUPLEX EBARA LM50 ODC BASE (1YP) WI (2) 1Il1" SS GUIDE RAILS 50 X 50 FLANGE ELBOW EL, 3.80 LAG PUMP ON AI. SEPARATE CONDUITS REQUIRED BY NEC (1) FLOAT CONTROL CABLES (1) PUMP POWER CABLES '" A2 FR3 B5 B8 ~/901li , Ebara Submersible Pumps AH R1 II 8 A3 EL. 3.30 LEAD PUMP ON FR2 53 54 LE:AD NEMA 4X 12 X 12 X FIBERGLASS JUNCTION BOX W/ALUMINUM SUB PANEL AND (5) TERMINAL STRIPS SHOWN OPEN FOR CLARITY (2) IIlS/8-11 UNC 2B SS NUT & WASHER 6" X 6" FILLET (FACTORY INSTALLED FIBERGLASS) CONCRETE BALLAST AS REQUIRED (FIELD INSTALLED) R1 w :::?; <( Z t- U W -, o ~ Q.. EBARA 32 DGII. DGF 2 HP Synchronous Speed: 3600 RPM Single and Three Phase 2 Inch Discharge Design flow: GPM <<>> TDH/FT w :::?; <( Z t- W W I (fJ EL. FR1 B1 B2 OFF R1 J 1 PUMP OFF 120 110 100 90 FURNISH (2) CONDUITS TO WETWELL 2" MIN PUMPS- -FLOATS STATION OEPTH=CONCRETE=3,699 LBS/CU YO 4 FT X 6 FT REO. 4,698 LBS= 1.27 YDS 4 FT X 8 FT REO. 6,264 LBS=1.69 YOS 4 FT X 10FT REQ. 7,830 LBS=2.12 YOS 4 FT X 12 FT REQ. 9,397 LBS=2.54 YDS GRINDER 1.80 BOTTOM EL. DIAGRAM WIRING PANEL '4. '. .... . '~ 4 ....... :. .' ...... N ~ >- rn 80 011 ~ 70 LEGEND 48" 10 SECTION PANELS SHALL CONFORM TO FLORIDA DEP 64-604.400 CD GENERATOR RECEPTACLE FOR EMERGENCY POWER CONNECTION WITH INTERLOCK @ SURGE PROTECTION AND LIGHTNING PROTECTION ON ALL INCOMING LEGS G) PHASE PROTECTION SHALL BE PROVIDED @ SHAFT SEAL FAIL DETECTION @ AL TERNA TOR W/ TEST SWITCH PANEL MANUFACTURER SHALL BE A "UL" LISTED SHOP. ~ W t- <( ~ ~ <( W -.J U LL o '0 i 60 I D 50 '0 I- ALARM HORN ALARM LIGHT ALARM SILENCE BUTTON ALTERNATOR W/ TEST SWITCH CONTROL CIRCUIT BREAKER DUPLEX RECEPTACLE DUPLEX RECEPTACLE BREAKER EMERGENCY CIRCUIT BREAKER ELAPSED TIME METER FUSE FLASHER FLOAT SWITCH (REGULATOR) GENERATOR RECEPTACLE GROUND HAND-OFF -AUTOMATIC SELECTOR LIGHTNING ARRESTOR MOTOR BREAKER MAIN CIRCUIT BREAKER MOTOR STARTER NEUTRAL OVERLOAD HEATERS PHASE MONITOR PUMP TERMINAL STRIP RELAY RUN CAPACITOR DISCHARGE RESISTOR PUMP RUN INDICATORS REGULATOR TERMINAL STRIP START CAPACITOR SEAL FAIL (SHAFT) START RELAY SURGE PROTECTOR THERMAL TERMINAL STRIP AH AL ASB @ATS CCB DR ORB ECB ETM F FL FS CDGR GRD HOA LA MB MCB MS N OL'S @PM PTS R RC RD RL RTS SC (1) SF SR 0sp TTS 40 .30 20 10 o z o F Q.. ~ U (fJ w o ~ u o t- W ~ (fJ (fJ 50 20 30 Capacity US GPt.! 40 10 o EBARA 50 DGF 3, 5 HP Synchronous Speed: 3600 RPM Single and Three Phase 2 Inch Discharge Design flow: GPM @ TDH/FT ..t- o Ol N Ol o W t- <( o 160 150 140 1.30 120 110 E' 100 ..... '0 90 ~ BO 70 .sl-~ 60 50 40 .30 20 10 o 182m m (6-3/8") 5HP FULL DIA 146mm , \5-3/...) 137 5HP TR/,., 0 mm (:5-3/8.) ~. JJ./p FlJ l.L D~ 12Jmm (4-7/8") 3Hp TR . ,,., Ot.\ f 07m ( m 4-3/16") 3Hp TR/" '" DIA. GRINDER o z PUMP 2" PIPING AND F.D.E.P. PANEL SOLU TI ON S(Q EBARA SEWAGE GRINDER 48" DUPLEX STATION SLIDE RAIL SYSTEM, TSC PRE-FAB Q:w>-V)-OZV) Q: W W z i3 z w ~D OW wQ: zl=! ClUJ Vii3 W UJQ: UJ ~<t z>- ::JCIl DO :::iw <tUJ >UJ o I-CIl 0::1; zw V.B. PUMP WITH <..) N <('LOrn >- I Q .,.- <( ~ ex:> N ~ W :r: \C: w ':::C: MODEL TSC2-48.0 R2.dwgCC> REV 2003 , , ., r----' <--...... I . I' i i :c. C (f ~:c " LJ :"" r" ~o . 0::: Z ~ <( W 0... -, -'~ (- f I 2. GROUT FILLET (1 TO 1 SLOPE TO "HOPPER" BOTTOM) 1. HOSE BIBB WITH REDUCED PRESSURE BACK FLOW PREVENTER FIELD INSTALL BY CONTRACTOR , ., < . 'f) ~ ('1 o 10 20 .30 40 50 60 70 80 90 100 Capacity US GPtol DRAWN BY: PUMP PERFORMANCE CURVE CHECK BY: ORIGINAL DATE: 09.17,04 SHEET 9.1 OF 10 ISSUE DATE: 04.04.05 1I...LED AND L.OCMEHED NATM 1Ol. 1lA0000Ll. ftJn'LJZIJI TAll.fTW AS FEOfEI), PLA~ UNIFCRLY MOUtC) JIQDT IIIAB Kl1ED "DOl[ MD IIOTTtIII tF MJOT MASS. IIOOlIAU. SPREAD ~R 'l" AU. 9<RU9S/llROUNIlCOVER /' / \ /\ lv\ ;'~~~7,';'<p_ /\/\7\/\/ . ot-J-+- ~f~~~-. o.c. SPACING BACK Of OJRsl GRAPHIC SCALE 20 I 10 I 20 0 ~ HElGHT PLANT SPACING DETAIL (SECTION) No 1.S. ( IN FEET) 1 inch = 20 ft. MULCH 3" FROM STEMS 3" MULCH LAYER lIED UN[ na.N< SHALl. IE sntMi1HT AND W1HOUT UW:S- fW[[ CI" ICMS. IIJIlNINttCS MD .xm: FERTlUZER TABLETS AS SPECIf1ED. PLACE UNIfDRIolL Y AROUND ROOT MASS BETllEEN MIDDLE AND BOTTOM Of ROOT MASS (3) 2"..".36" V<<lDOEN STAKES .< " / ";:.' SHRUB & GROUNDCOVER PLANTING DETAIL N,T.s. r SOL SAUC:ZJt MOJND PLMl1NG HDlL ." MULCH LA~STlNG UNDISTURBED IL /' & (...{~...(-'\ '-Y""\r'j "'" I)ALM PLANTING DETAIL "I N. T.5. (:J ~ ~ ~ (j I I I TREE I 1 I l{) (Y)' \ -')} .75 ." 79 j' / , /' /' , /' 7-_ -- -- 31 . .i 35. 33 ~~ 3~ ~ 14- . vs 40 r- "I- ~ " '?- ' . .J -.,._ ."'\,-" '(- ) ,j '( 'r "--( ) ) l--' '-'!.(:::""-)-~' .... ~<. A I ~j /' ('r .....--/<- ~~)j "7 ''C \.,) ,- \~1' ~'....-\.~' ) <_/ '--1.,-'\..).,.j,.) ,.fi':(~ ""r 86 .) y--.-' 31 A 9- .14- . -- .J . -<. j . =--- x "-' F2J i .....< "'-1 '- x -- -A 72 " (-("'I.. rr' (C' X -- r, ~" ".~ J) -- * ~ ~ ~ -- ,,-- ('~. , (' ('..../---\ ('~ - ~ "\.).. -.{...... ..;....., ~.( ,. ") .<, ~ <,' .<;' -' /.l , ,.1- '-r (C, \... --.e', t (,. --.-' ( (: f \. \ '( "( -'C "'Z " 1 ~\ Ai -', ,( " , t ( (' ('-. >- ~~. --V' ^~- ,-' ....t ( ,,^, ') " i ;' Xx X '", ~ i '. o ~ "---- \.. 141/;. ""1 ,---, , -- -......"-..,..-..,, -- -< -- \".....' -jr / '-\- / / X 1/;.9 / I / I _ ~..( "'f (' Q. ....c..:.j t....../ or' I / f< / / ~ ,) " -,/ ,) Lu ~ 65 r I '" \... '-f '-c \_.J, .J....._/\~J ) X -r'y' Y).-,,\--, r~\ ) y' ,j , .,./ /" r' A ,.-l ,.1. ,..1. f I'" (I. \, (- t >-- \ t ( t ',r }-.'\ .'29~t,-. 1~), 128.- ' 131 12~ ~ 9. (J) . ,... 13~. ,... X 1034 o Lu () C/) o X "'Z ,t..\ .I" J -J ~ "l:' '\ < ~ ., .j ) , j .., -1--. 4. ') -< ') 'fcrr/, / /' /' 'r " \ 'y \ ',. ....r '-" \...... , ....- '....../\~;,-~" I I i >-j" . , ;-.r/(' '-\....... )-..J'''' ". .....e (, r 3 2. .( --- --- '('- ~j " \......f .....) 16.0" 11.0" 17,0" 5.0" 6,0" 10.0" 6,0" 5.0" 6,0" 20,0" 9,0" 50,0" 8.0" 169,0" CAMPHOR CAMPHOR CAMPHOR CAMPHOR CAMPHOR CAMPHOR CAMPHOR CAMPHOR OAK OAK OAK OAK OAK TOTAL , ( '.',. ;>. , \- r , '- 'r i ,'-- '.,.. , I.... ':? ., ,~ \ ' i'''-...J \'--" \........{ I ......,.. '''-r ) , '-~. \,~.... .. . .. ',-< '-.-, REMOVAL -) ~/ "/ ,/ .j \ ij 'J 't..~; ,-.I '-. .....~"-_ j'-_A_ <).....),.j 10.0" 13,0" 12,0 13.0" 8,0" 12,0" 9.0" 13.0" 13.0" 11,0" 10,0" 8,0" 12.0" 13.0" 11.0" 11.0" 10.0" 11,0" 12,0" 12,0" 10,0" 10,0" 12.0" 8.0" 13.0" 15.0" 14.0" 9.0" 9,0" 15,0" 12.0" 336.0" PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM TOTAL . .' . "-r . 123 ~ '..<' p M u s 0- X ,.., "-< '-\...; L r r T R E E ( 50 ) T NOTE: FENCE WITHIN SIGHT VISIBILITY TRIANGLES TO BE 30. MAX. HEIGHT INDIVIDUAL lOT lANDSCAPING TO BE PROVIDED BY lOT OWNER GENERAL LANDSCAPE NOTES 40 I 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum plant growth, 2. 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. 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 soul 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. All planting areas shall receive a 3" layer of cypress mulch, which is to be watered-in after installation, 7. 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. 8. 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. 11. Plant material shall be bid as specified unless unavailable, at which time the Landscape Architect will be notified by in writing of intended changes. 12. Any and all questions concerning the plan set and/or specifications shall be directed to the Landscape Architect at (727) 793-9888 13. There shall be no additions, deletions or substitutions without the written approval of the owner. 14, The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final acceptance by the owner. 15. All dimensions to be field-checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall be reported immediately to the owner. 16, 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. 17. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications 18. No contractor identification signs shall be permitted on the project, except for the project information signs. 19, Existing sod shall be removed as necessalY 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. & 23. Required internal trees will be planted at time of indivual house construction. IRRIGATION NOTES 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, 4. Irrigation as-built drawings, which accurately and clearly identify all modifications &/or substitutions, must be submitted prior to final inspection and acceptance. 5. The Landscape Contractor must coordinate the placement and power supply for the irrigation control timer with the General Contractor. 6. 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. PLANT L1IST & 15 RE Roystonia Elata. Florida Royal Palm, (12' C,T,H,) 5 QV Quercus Virginiana, Live Oak, 2 1/2" CAL. (10' HT.) l. 51'J 5treiitzia Cocai, v'v'nrie Sird of Par<:tdlse, (6' r-i"f. iVlii~.) 15 PS Pennisetum Setaceum, Fountain Grass, 3 GAL, 2.5' O.C, 55 CA Crinum Asiaticum, Grand Crinum Lily, 5 GAL 179 VS Viburnum Susr>ensum, Sandankw::l Viburnum, 3 GAL (2' HT.); 3' Q,C. 10 RI Raphialepis Indica, IndiaHawthom, 3 GAL & . ,,>- v Z Z . z U5 Zc.-. - ~~ ~~ U5 O~ VJ~ VJo <ccg ~ z U5 <c )-v Z ~~ J:Z t-~ lLJ; ~U ~ ~ :J H CO ~ H <( ~ W :::!: <( Z f- U W " o Q:: a... NNN ~~~ Q::Q:: W W f-f-VJ <(<(f- ~~z Q::Q::W <(<(:::!: WW:::!: -.J...Jo uUu LLLL>-- oaf- >-->--u f-f- uu8S OQ::a... f- W a... -;; W W :J-;;Q:: VJw VJQ:: L!)vL!) 000 -i-rri-i- aNa -i-N-i- o 0 U ......::l E-t ......::l ~ ~ ~ E-t rn ~ E-t Z ~ ~ ~ o ......::l ~ :> ~ ~c:o ~ 0 Z~ rnC'J ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ z~ 8u <( u o ...J f- U W " o Q:: a... Nn ~ (::l I--l ~ o ~ ~ z o u < ~ ~ C\1 ~ o C"J C"J < Q ~ 0:= o ~ ~ ::r:: u < ~ o:l o Z < ~ ~ o ~ z ~ ~ ~ ~ ~ ~ U (fJ ~ Z ~ ~ W :::!: <( Z f- W W :r: VJ >-- m z o F a... Q:: u VJ W o W f- <( o d z (t:W>-(f)-OZ(f) DRAWN BY: CHECK BY: ORIGINAL DATE: SHEET \ \ \ I ...... . . (t: W W Z <3 Z t.,J .!d 6-' OW w(t: z~ t:)(f) Vie "-i (f)(t: (fl w< _I Z>-- 3m 00 ::::;w <Vl >Vl o I-m o~ zw RJM KEZ 09.17,04 1 0 OF 1 0 ISSUE DATE: 04.04.05 RlllDft ~ W~~ -y- """'-- ~MIl_ CF"""'NAn. fJ ~ ~ ~ tJ I i lo-~ : o_ f ___ TREE , , ) 1 1 ~ I , I :-/ 'I /.0 h ~ , , , , , , , , , SPREAD GRAPHIC SCALE \ ,J '; t -...:.}I - 1 1 ,: -.: AU. 5HRU8S/CItCltJND()(J'G \' -4- +. \1,' :+ ":;l'r.tl . .....------ TO. lNAHQUl.AR SPACING, , . . \ ' ' ,. / -:=t- ~ lEI PI>>lT un FOIl (0.0,) .AaNC. " I~/),\~~"~';{\ \), o ." + -:-+ -:t-/~ + ~1 .' >' '7. ~\/ '0( 1-.\ 'f ~\ 'y ^ \. ~ -:"t- + 4-+ --:"l-- , ~ \ << ..q, 1'- ..... SEl8A0< ",.., ,...,. . \'i ) )""1 l" ) \' , "1- :>!. \ V tit GAOltI)(X)V[RS 20 I 40 l 10 I ~ ( IN FEET ) 1 inch = 20 ft. MULCH 3' F"R<lN SlEIlS 0.0, .AClNO -- IIAQ( CF CURB/ lED UN[ PLANT SPACING DETAIL (SECTION\ '~J " No T.S. '... , "\.l \..n ~....... (' y: \ \~I . ~.J .. \ n ",j \c ~/ \7 \ \ '\ ... " " -- " " " " , " " " " -' 3' NULai LA'l'ER FERnUZER TABLETS AS SPECFlED, PLACE UNlFORNL Y AROUND ROOT MASS BEtWEEN NIDOLE At() BOTTa.t Of ROOT MASS (3) 2'.4'.38' WOOllEN STAKES \ " \, \ \ \ \ \ \ \ " '" '\ "\ '\ \. " " .. SHRUB & GROUNDCOVER PLANTING DETAIL I!.T." \ , '\ \ , , , , , , , \ \ \ 14- , .. ." \ ., .J8, . f.r' l'O~=a(l-r~-) / ..... (.ft.o"m - . ~ lM.<Il .....~l1NG UNr1.STlJRPJE.DlrJI.. i ,,~ALM PLANTING_DETAIL '{ N,T,S. ~~- .11 'i. ..1.1 .J5 . -~, "i. . g- .,4- . ~ , , I ~~ I ~ I ~/ I ".".' I t ".~' : , I I I I I I I I I I I , I I I I !--' I , I ." . I' . , I I .' 1__ , I / " I ' '-,' I.. I I \. I /.' I . I / I I I I ..J ~ ~ ~I'" . 26 / =- &J I I . , , I , , , , ". ,J I i,.,_. ~ x ',.1, I I .- -- ~-- - -- /~ / ~'- ( "" I; \ ""~ f ~f' (' ",.' t -",' (# 14. ;i~f!lI' -.,L 1.- \ - - \ r r"~ ) ) ... 1.1. o ~ ~ ; ,I ;' " J " .,.' " fI/IJ' fI/IJ ..... 1 I .-- --- -- __fIIIl Lu ~ " t . ' \. \ ,~ ~; , ; , ; ; , , 'n,. , , , , ", o Lu () C/) o -- ,fIIIl "",,' " " , 'x ~ '>-'" I .,2)'", I 12;:i/\ 1.11 9- 126. ~, . .....',,' I.1A. ..... X 1J4: ~ )> , '. ~ . . ~ 'x , , , , , t.., --.J ~ ~ ...... , / ! 2. - , ~~ ! ! ~. ( 1'45. , ' , '" '_. ' VS ~, t:? \ i'\J 15 ,:) if;, ~ -. "'_ _ II _ <;. , . ., /)"-" -.I UJ ,,,,---<-{;.., 11, ,-... lLJ ,-J' '; I '-':'&r~ .'?" I () "-'-!!:! , Iii :'" ;.(' 9 CA~ltt7\R '7':' .5 if! I IJ.. " ..~ .J<J..~ -'\ ::)' y CA~R q .' C . !')'" if ,.r') CA,,"iI!!!\'::'OR i11/~i (~ ~5)' /; (~ .~,..r MIr'!:j' 0 -< ,j 0 n:'--v~~.>--'-'" C~OR I\,j 'p t./.. "~I~ I C Ii,) ... ~ "(., "Q' "').~ I\,j L) .....1.l~..Oi-IOR ::: ~.!;).... ::: (~; I .~<.. U) ~1111j" I LiJ I""'" "I" .. /- CAMp1-HOR LJ.. u,J c: L~ (r; I ::j ::J 'u_ .::? 'h it () CAMPHOR '--. CAMPHOR CAMPHOR (MULTI-TRUNK) CAMPHOR (MULTI-TRUNK) CAMPHOR (MULTI-TRUNK) CAMPHOR(MUL TI-TRUNK) CAMPHOR(MUL TI-TRUNK) CAMPHOR(MUL TI-TRUNK) OAK OAK OAK OAK OAK TOTAL 'I .1 -- ",,-, -." ,_.~...... ~ ~~ ;i! ~ ". ~ ~ , .' REMOVAL PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM PALM TOTAL ". '. , . ... . ... . ' .~- ,.\ 16.0" 11.0" 17.0" 5.0" 6.0" 10.0" 6.0" 5.0" 9.0" 9.0" 10.0" 17.0" 16.0" 26.0" 6.0" 20.0" 9.0" 50.0" 8.0" 265.0" U F F S T R [' [ . ... ' lO.O" 13.0" 12.0 13.0" 8.0" '2.0" 9.0" ~.O" 13.0" 11.0" '0.0" 8.0" '2.0" '3.0" '1.0" , 1.0" 10.0" 11.0" 12.0" 12.0" 10.0" 10.0" 12.0" 8.0" 13.0" 15.0" 14.0" 9.0" 9.0" 15.0" 12.0" 336.0" T ( 50 ) NOTd FENCE WITHIN SIGHT VISIBILITY TRIANGLES TO st 30. MAX. HEIGHT . ',.t__ INDIVIDUAL lOT lANDSCAPING TO BE PROVIDED BY lOT OWNER I II GENERAL LANDSCAPE NOTES 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum plant growth. 2, 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, 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. All planting areas shall receive a 3" layer of cypress mulch, which is to be watered-in after installation. 7. 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. 8, 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, I, " 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 I 11 . , I ! " ./ 12. 13, There shall be no additions, deletions or substitutions without the written approval of the owner. 14. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final acceptance by the owner. / I 15, All dimensions to be field-checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall be reported immediately to the owner. 16. 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. 17. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications 18. No contractor identification signs shall be ~ermitted 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. I " ~ 1/22, All areas disturbed within right of way shall be sodded. ! 23, Required internal trees will be planted at time of indivual house construction. IRRIGATION NOTES 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% coveroge, ond include a rain sensor and timer, 4. Irrigation as- built drawings. which accurately and clearly identify all modifications &/or substitutions, must be submitted prior to final inspection and acceptance. 5. The Landscape Contractor must coordinate the placement and power supply for the irrigation control timer with the General Contractor, 6. 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. PLANT LIST 15 RE Roystonia Elata, Florida Royal Palm, (12' C.T.H.) e Y' i' v 1 " 405 CA Crinum Asiaticum, Grand Crinum Lily, 5 GAL. 192 VS Viburnum Suspensum, Sandankwa Vibumum, 3 GAL (2' HT.); 3' a.c. 30 RI Raphiolepis Indica, IndiaHawthom, 3 GAL ill r.-'" I'l ,~ i I" ; :' ') 'f ''1 '., . .' . ,."1 -.--""j.---- \.J " , Z ", Z . z U:S Zo- - ~~ ~~ -r: Uu O~ ~~ <{IJ) ~ ~...~~ <C 5 ~ ~ ".i."'.~';: :.' 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