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FLD2004-09070, TDR2004-09013 . FLD2004-09070 TDR2004-090 13 20 1 Brightwater Dr LABELLA VISTA t '.. ti ~ , f~'rI1lTqffu" ~~~~l\LOF TIf.:r<> \~~ ~"",u..r"..~7~_ ~~"., ~+'~~ ~~l\.\II/ .":;, ~':. tI.. ~.......... ~:.. ~ "<<:":I -'-'" '" . ~ ~~ ..~~ ~ ~'- ..p:-~- ~III' ':..~~''':-===' ,,~~\ - '/A;-~ ,I'"..... \ -. yy;r~IU" ~V..\ ...~.. I"f TH\. ,t' "'f" '1111 I' c ~. ,. - CITY OF CLEARWATER LONG RANGE PIANNING DEVELOPMENT REvIEW PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRUE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 December 16,2004 Ms, Debra Butler Northslde Engmeenng Services, Inc, 601 Cleveland Street, SUIte 930 Clearwater, FL 33755 Y&J1 eI?_ RE: Development Order - Cases FLD2004-09070/TDR2004-09013 193, 199 and 201 Bnghtwater Dnve Dear Ms. Butler: ThiS letter constItutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On December 14,2004, the Commumty Development Board reviewed your requests for (1) FleXible Development approval to permit attached dwellings wIth reductions to the front (north) setback from 15 feet to 6.2 feet (to bUlldmg) and from 15 feet to zero feet (to dumpster stagIng pad), reductions to the Side (east) setback from 10 feet to 7.2 feet (to bUIldIng) and from 10 feet to five feet (to pool deck), a reductIon to the side (west) setback from 10 feet to 5.7 feet (to buildIng), reductions to the rear (south) setback from 20 feet to 11,5 feet (to buIldmg) and from 20 feet to zero feet (to pool deck), mcreases to building height from 35 feet to 45.75 (to roof deck) wIth an addItIonal 4.17 feet for parapets (from roof deck) and with an additIOnal 14.67 feet for a roof top paVIlIon (from roof deck) and to permit parkmg that IS designed to back mto the publIc nght-of-way, as part of a ComprehensIve Infill Redevelopment ProJect, under the prOVIsIOns of SectIOn 2-803.C (retaming three existIng boat docks for sole use by the property owners); and (2) the Transfer of Development Rights for three umts from 200 Bnghtwater Dnve, under the provIsIOns of SectIOn 4-1403 (TDR2004-09013), at 193, 199 and 201 Bnghtwater Dnve, The Commumty Development Board (CDB) DENIED the applIcatIOns wIth the followmg bases: Bases for Demal: 1. The proposal does not comply with the FleXIble Development criteria as a ComprehensIve Infill Redevelopment Project per SectIon 2-803.C. 2. The proposal IS not in compliance with other standards In the Code includmg the General ApplicabIhty Criteria per Section 3-913. 3. The development IS not compatIble with the surrounding area and will not enhance other redevelopment efforts, 4. The proposal IS not m comphance WIth the cntena for the Transfer of Development RIghts per Section 4-1403 ,A. BRIAN J AUNGST, MAYOR-COMMISSIONER HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COM~llS~ION[R FRANK HIBBARD, COM~1ISSIONER (1) BIl LJONSON, COM~IlS~IONER "EQUAL EMPLOYMENT AND AFFIRMAllVE AC110N EMPLOYER" i .~ , ~ " ,. -....... December 16, 2004 Butler - Page 2 An appeal of a Level Two approval (FlexIble Development) may be imtIated pursuant to SectIon 4-S02.B by the apphcant or by any person granted party status wIthm 14 days of the date of thIS Development Order, The filmg of an apphcatIOn/notIce of appeal shall stay the effect of the decision pendmg the final determmatIon of the case, The appeal period for your case expIres on December 28, 2004 (14 days from the date of the CDB meeting). If you have any questIons, please do not hesItate to call Wayne M. Wells, AICP, Planner ill, at 727-562- 4504. You can access zoning mformatIOn for parcels within the City through our website: www.mvclearwater.com. v~~ CynthIa H. Tarapam, AICP Plannmg DIrector S IPlannll1g DepartmentlC D BIFLEX (FLD)\/nactlve or FInished ApphcatlOnslBnghtwater 20/ LaBella Vista (T) - DemedlBnghtwater 20/ Development Order doc SURVEYOR.S CERTIFICAT~: THE UNDERSIGNED HEREBY CERTIFIES TO "PEOPLES 13Ai~:\ . 118HIGHIWAIEI< iLJWI~lllll-il STEPHEN G. WATTS, P. A." AND "AMER I CAN PIONEER T I TU I t~SUfiANCE COMI:J ANY II, (, 1 ' WAS MADE ON THE GROUND AS PER DATA ELECTRON I C F I EL[) BUUK AN[)/LJH CONVEN I I [J~li\1 AS PER TH RECORDED DESCR I PT I ON RECORDED IN PL AT BOOK 27, PAGE S 32 AND 3 j UI I11I OF PINELLAS COUNTY, FLORIDA; (i i i) SHOWS THE LOACTIJN OF VISIBLE IMPROVEMENI', ^ ON THE SUBJECT PROPERTY; (i v) SHOWS THE LOCA T I ON OF RECORDED EASEMENTS, II 1\1,1\. OF RECORD AFFECTING THE SUBJECT PROPERTY AS REFEREN,:ED IN THE TITLE f:JOLley ',111'1 ESTABLISHED BUILDINGS AND LISTS SETBACK LINES; AND (vi) SHOWS THE Gr~APHI( 111')1', ABUTTING THE LANDS, THE WIDTHS OF STREETS AND RIGHT-OF-WAYS THEREOF AND wm 1111.1< ARE PAVED. (b) THAT ANY ENCROACHMENTS OVER AND ACCROSS THE SUBJECT PROPER ry I\I~I SUR V E Y ; (c) T HAT I N G RES SAN D E G RES S TOT H E SUB J E C T i:J R 0 PER T Y I S PRO V IDE D F3'1 I fJ P I PUBL I C COUNTY ROADWAY, AS SHOWN ON THE SURVEY; (d) THAT THE CURRENT ZON I Nl; III I I S SHOWN ON THE SURVEY; (e) THAT BY V I SUAL I NSPECT I ON fHE SUBJ ECT PROPERTY 1)[ II C, ADJOINING PROPERTY FOR DRAINAGE, INGRESS OR EGRESS, EXCEPT AS SHOWN THEREON; (I I NSPECT ION THERE ARE NO MATTERS ON ADJ 0 I N I NG LAND 1 HA T WOUL D PRE VENT ADEOUA II !) SURF ACE WATERS FROM THE SUBJ ECT PROPERTY, EXCEPT AS SHOWN THEREON; (g) 'ilIA I 1111 ON THE SUBJECT PROPERTY DOES LIE WITHIN A SPECIAL FLOOD HAZARD AREA AND HIL IMI) WITHIN FLOOD ZONE "AE" (EL.11); AND (h) THE SURVEY MEETS THE MINIMUM TFCIIN1IAL FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS PURSUANT TO SECTION ~(;.();I STATUTES AND CHAPTER 61G17.6, FLORIDA ADMINISTRATIVE CODE. DATED THIS 21ST DAY OF MAY, 2002. LEGAL DESCRIPTION: A PORTION OF SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PIN[LI_^S COUNTY, FLORIDA. BEI~G MORE PARTICULARLY DESCRIBED AS FOLLOWS: LOTS 31, 32 AND 33 OF nBAYSIDE SUBDIVISION No. 211, ACCORDING rOrHC MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGES 32-33 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. CONTAINING 0.5397 ACRES MORE OR LESS. 1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LII"l riF LU1~ ,)1 ..U, I\CUJI<IJlill I, ,Iii MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH G602215511 WESI, 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. DAfUtv1 OF 1929 MEAN Sf::A IIVI'II.iJU. 3. BENCHAMARK - PI NELLAS COUNTY BENCHMARK MAP No. '.'15, BRASS DISK IN CUNCPI11 HII) I!\I'~, EAST OF GULFVIEW BOULEVARD, STAMPED LP-15 (USCE '968). ELEVATION - ~.(l{l1 4. THE SURVEY SHOWN HEREON IS BASED ON THE T lTLE ClJtvlM lTMENT No: Ctv1-1 -1t] ~j/)1 Ii. 111\ II II: A P R I L 24, 2 002 @ 8: 00 A. M. AND WAS SUP P LIE D Tor il J R FIR M BY S T E PH E N l~. W 1\ I I ' I' II THERE MAY BE ADD I T IONAL RESTR I CT I ONS THAT ARE NLJ r SHOWN ON 111 IS SURVIJ. 5. UNDERGROUND IMPROVEMENTS, IF ANY, NOT LOCATED. 6. FLOOD ZONE INFORMATION: COMMUNITY PANEL No.: 125096 0007 D FLOOD ZONE: ZONE AE (EL. 11 ) REVISED MAP DATE: AUGUST 19, 1991 C. B. S. CONC. AIC SCIR SPKND FCM FIR FCIR CB ORB LB ID PG PB (P) ( M) (F) ( R ) (C) R A CHD. FND EL. l\ 15 ~ = DENOTES GROUND ELEVATIONS L.F.F.EL.= LOWEST FINISH FLOOR ELEVATION o~o = DENOTES TREE IDENTIFICATION ~ = CENTERLINE BUILDING SETBACKS: FONT SETBACKS: 10 FEET REAR SETBACKS: 20 FEET SIDE SETBACKS: 5 FEET ZONED: CR-28 SECTION 8, TOWNSHIP 29 SOU'rll, H,ANGE 16 EAST, PINELLAS COUNTY, FLORIDA. FCM 3"x3" (NO ID) LEGEND: WATER WAY R-1095.00' A- 7 .641 CHD.- 7 .641(P) CS-S660 34155"E(P) , , , R-155.00' A-68.751 CHD. -68.181(P)68.481(C) CS-S790 05144"E(P) CS-S790 39133"E(C) LOT 34 , 7 ~ ~\.;; 8 $0. ~N Cb"": V-/;4J o'~ ~~ !:} o ~ ~ ",p ;; , NOTES: R-975.00' A-6.811 CHD.-6.811(P8cM) CS-N660 34155"W(P8cC) CliD. .. 706 A. ,'O?- .8/'0'-'0 ;7 ;7 -------- ~~ &6 ~ .!" t)~ o 0 ~~ 0tji ~ ~ ....... -------- LOT 30 ....... ....... ....... ~ 1"/.8 .6,JI(p ~c) CURB ....... INLET ~ ". <1' <'C 4; ~ -4Sp OIVe ~....... 501 ~-4( , G(j QIT/G~lil~ P-4~/O? "ltrw. ....... OF"w~lwtlVl Alr(lT~ DIT'vi ~ ;y~, ,,:>.7.- FCM 31x3" (NO 10) WOOD POWE~OLE ~ R-45.00' A-50.211 CHD.-47.641(P) 47 .431(C) CS-S810 39121"W(P) CB-S81.30'27"W(Cl \ ~ ~ ....... ~ y 04/01/03 10/02/02 03/19/02 03/19/02 DATE: 4 CONCRETE SLAB TIE-IN AND 2ND FLOOR 3 CONe. STEMWALLS 2 ADDED SURVEYOR'S CERTIFICATION AND REVIEW TITLE COMMITMENT 1 ADDED ADDITIONAL ELEVATIONS & TREE LOCATIONS No: REVISIONS BAK BAK BAK BAK BY: BRIGHT"W A TER TO"WNHOlVlES. LLC EAGLE CONSULTANTSg INC. C I V I L ENG I NEERS . PLANNERS . SURVEYORS 8514 OLD COUNTY ROAD No. 54 NEW PORT RICHEY. FLORIDA 34653 OFFICE: 727-375-1101 FAX: 727-375-1116 LB 7240 :lll\1 IIIIS SURVEY , Ii; I~ LJ It: S ; (i i ) 1'lJIIl I C RECORDS I~I) lllHER MATTERS I JH lHHER tv1A TTERS i I I' flY; (v) S HOW S I JI AI I STREETS 1m STREETS ';IIUWN ON THE \;IITW^TER DRIVEn, A Ilf~ c;UBJ E CT PROPERTY NC11 SERVE ANY ) IHAT BY VISUAL HAINAGE OF IMPROVEMENTS HUVEtv1ENTS LIE '~ I AND ARDS SE T II r1RIDA = CONCRETE ~LOCK STUCCO = CONCRETE = AIR CONDITIONER = SET CAPPED IRON ROD LB 6928 = SET PARKER KALON NAIL & DISK = FOUND CONCRETE MONUMENT = FOUND IRON ROD = FOUND CAPPED IRON ROD = CHORD BEARING = OFFICIAL RECORDS BOOK = LICENSED BUSINESS = IDENTIFICATION = PAGE = PLAT BOOK = PLAT = MEASURED = FIELD = RADIAL = CALCUL A TEl) = RADIUS = ARC D I ST AI\jCE = CHORD DISTANCE = FOUND = ELEVATION , ) ('I ,I ILl .J -.( () If) U l )l! I~---- 10 40 'P- _~ C. ~, '" -- ... ... lD ru rTi (Tl rTi ru C) C) ru FIELD BOOK: 99134/99137 SC^I I : C) - )()I LA?~E OfJ\" t\~:E~~O' 05/16/0J aLeE A. KLE IN. PSM No;- 5&52 FLORIDA REGISTERED SURVEYOR NOT VAllO WITHOUT THE SIGNATURE A'lQ OnlGINAL RAISED SEAL OF A FLORIDA LICENSED SUR~EYOn AND MAPPER PAGES: D. w 71-73/72 (f) llr~^WN Il, .AS~BlU][LT SlUR VEY 200 8c 208 BRIGHTWATER DRIVE CLEARWATER. FLORIDA 33767 !{^!. c en D CD """ C) C) ru 1 OF 1 ~ ClfFCr:r I' !1 i ';', ,,/\1, SHEE T No.: ,JIII\ 1-1<' ,\ 'I)()i\ H 1 ro FCM 31x3" (NO 10) SECTION 8. TOWNSHIP 29 SOU'1'11. ItANGE 15 EAST. PINELLAS COUNTY. FLORIDA. ~ WATER WAY R-1095.00' A-7.64' CHD.- 7 .64'(P) CS-S660 34'55"E(P) ': ': 10"PVC INV.EL.-3.83 ___12"PVC INV.EL.-4.17 , LOT 34 6"PVC CLEANOUT , y ~ ~'-.; 8 ~o' ~N q,'"' v-~ o'~ ~!1 !:} o ~ ~ , R-975.00' A-6.81' CHD.-6.81'(P8cM) CS-N660 34'55"W(P8cC) CffD. .. 706 1\ .'07- .8/1(lvfJ --------- EAGLE CONSULTANTSg INC. C 1 VI L ENG 1 NEERS . PLANNERS · SURVEYORS 8514 OLD COUNTY ROAD No. 54 NEW PORT RICHEY. FLORIDA 34653 OFFICE: 727-375-1101 FAX: 727-375-1116 LB 7240 --- FCM 31x3" (NO 10) _________ WOOD 6 f --- ~ POLE :V' " ~~ &6 ~ .!' t;v- o "'j o ~~ 0~ ,:>.'1- FCM 31x3" (NO 10) WOOD POWE~OLE ~ R-45.00' A-50.21' CHD.-47.64'(P) 47 .43'(C) CS-S810 39'21"W(P) CB-SB10 30'27"WICl \ ~ ....... ~ y BAK BAK BAK BAK BY: BRIGHT"W A TER TO"WNH01\'1ES, LLC 04/01/03 10102/02 03/19/02 03/19/02 DATE: 4 CONCRETE SLAB TIE-IN AND 2ND FLOOR 3 CONC. STEMWALLS 2 ADDED SURVEYOR'S CERTIFICATION AND REVIEW TITLE COMMITMENT 1 ADDED ADDITIONAL ELEVATIONS & TREE LOCATIONS No: REVISIONS 200 8< 208 BRIGHTWATER DRIVE CLEARWATER. FLORIDA 33767 R-155.00' A-68.75' CHD. -68.18'(P)68.481(C) CS-S790 05'44"E(P) CS-S790 39133"E(C) ~~ ;; :7 LOT 30 ~ ~ ~ 1.2' CONC. SEAWALL :7 SURVEYOR'S CERTIFICATE: THE UNDERSIGNED HEREBY CERTIFIESILJ /l1)[UI)LL~, \\/\111 1',1<1\,111\,1/\111,: ill\'lIJl:'li STEPHEN G. WATTS, P.A." AND "AMERICAN PIONEEI~IIIII 1II',lll'f\I~CI 1;lltv1I)MJ\i. ' , WAS MADE ON THE GROUND I\S PER DATA EL ECTRON [C FIE U) 1\\111\'\ M~t)/lll\ r:UI'-!VUJ I 1111,1." AS PER TH RECORDED DESCI~IPTION RECOI~DED IN I'L^T DUlll ,'(, I)M;L~, ',? ^I~I) ',', III OF PINELLAS COUNTY, FLOIHDA; (i i i) SHOWS THE LUACTlUI~ lJl VI~~II\II IMIJHIIVI tvlllll ON THE SUBJECT PROPER fY; (i v) SHOWS THE LOCA T 1 ON UF 1\1 CUHUF:!) l ^SEM[t,-!'1 (~, 11 1\11 i OF RECORD AFFECTING THE SUBJECT PROPERTY AS REFEliEI,-!tTIJ liJ THE 11 TLE IlU! lei ,111'1' ESTABLISHED BUILDINGS AND LISTS SETBACK LINES; AND .'/i) (~HDWSIIIE (~liA!)H[C I It'll' ABUTTING THE LANDS, THE WIDTHS OF STREETS AND f~IGHT-'UI ,-VI^YS IIIEHEOF M~U Wllllll!! ARE PAVED. (b) THAT ANY ENCROACHMENTS OVER AND ^CCHiJ')' Illl SUI3JF_CT IJfwponl /\1'1 SURVEY; (c) THAT INGRESS AND EGRESS TO THE SUBJECT IllllJ!)UHY IS PliOVIDED 13'1 11\1-'1,1 PUBLIC COUNTY ROADWAY, AS SHOWN ON THE SURVEY; (d) III^T IHE CUf\I~ENT ZONlr~c; III Iii IS SHOWN ON THE SURVEY; (e) THAT BY VISUAL INSPECTIlJl~ TilE SUl3JECT IJfHJI:>EI~TY \)(1:' ADJOINING PROPERTY FOR DRAINAGE, INGRESS OR EGRESS. L^CFI~T ^S SIIOWN TI-IEREllt\l; INSPECTION THERE ARE N (I MATTERS ON ADJOINING L ^ N [) III ^I W [) U L [) I l R F V E t~l ^ t) F 0 III' I I SURFACE WATERS FROM THE SUBJECT PfWPERTY. EXCEl")! ^~, :"IIUVlI~ TIIEHlUN; (q) 111/\\ 'iil ON THE SUBJ ECT PROPERTY DOES LIE W I Till N A SPEC 1 ^L 1-' IJU[) II^Z Mm ^RE ^ At~i) 1111 i ill I , WITH I N FLOOD ZONE "AE" (EL. 11 ); ANt) (h) TilE SUIIYl Y IAU !~) rilE. M J N I MUM '1 F CI It,ll ( ,,; FORTH BY THE FLORIDA B()ARD OF SURVEYORS AND MAPPER:. 1'llr~SUANI If) S[C11111\1 /1,' STATUTES AND CHAPTER 61G17.6, FLORIDA ADMINISTI\ATIV' ('llllL. DATED THIS 21ST DAY OF MAY, 2002. LEGAL DESCRIPTION: A PORTION OF SECTION 8. TOWNSlIlF> 29 SOUIII, H^Nl;L I', I 1\',1. I\II~III/\', COUNTY, FLORIDA. BEING MORE PAfHICULARLY UESCI~lml) , , \ Iii I lJW<;: LOTS 31,32 AND 33 OF "BAYSIDE SUBDIVISION No. ~~". UII\I)II,j(; III 1111 MAP OR PLAT THEREOF. tIS RECORDED IN IJLAT BOOK ? (, I', 1,1 ',)~' :~', III THE PUBLIC RECORDS OF PINELLAS COUNIY, FLor\ID^. CONTAINING 0.5397 ACRF:S MORE 01\ LESS. NOTES: 1. BEARINGS SHOWN HEREON ARE BASED Ol~ TilE SOU III I III III 1 I I I~, i, i .J" /\1 ( 111'1 MAP OR PLAT THEREOF, HAVING A BEARING OF Nur~111 (.\)o>",/:)~)11 WI',I. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. U/lIUI/1 UF1~J?rl HI 1\11 ~,I /\ II it 3. BENCHAMARK - PINELLAS COUNTY BENCHMARK MAP No. 1',~), Ur~A:;:, 1)1:,1\ 11,1 UII,II!il EAST OF GULFVIEW ElOULEVARD. STAMPED L1::J-15 (usn ICF,:\). I \ I V^I lUll 11.'11' 4. THE SURVEY SHOWN HEREON IS BASED ot'-! TllEIIILl CiIl,IMI 'tv1[~I'JI II,,: CI,,11 111'1', APRIL 24, 2002 @ e:oo A.M. AND WAS SUIJPUED III I II~ I Inkl II'I '~"I~IIIII (" THERE MAY BE ADDI1IONAL r~EsnnCTIONs TII^! ^,~I t,lI: '1lllWII III! 1111', ',tlli\1 5. UNDERGROUND IMPROVEMENTS. 1 F ANY, t~U' L!)C^ 1 [- [). 6. FLOOD ZONE INFORMATION: COMMUNITY PANEL No.: 125096 ooor [) FLOOD ZONE: ZONE AE ([L. 11 ) REVISED MAP DATE: AUGUST 19. 1991 LEGEND: = CONCRETE 8LOCK S!UCCU = CONCRETE = AIR CONDITIONER = SET CAPPED IRON ROD L8 692B = SET PARKER KALON NAIL & DISK = FOUND CONCRETE MONUMENT = FOUND IRUN ROD = FOUND CAPPED IRON RUt) = CHORD BEARING = OFFICIAL RECORDS BOOK = LICENSED BUSINESS = IDENTIFICATION = PAGE = PLAT BOOK = PLAT = MEASURED = FIELD = RADIAL = CALCULATED = RAD IUS = ARC DISTANCE = CHORD DISTANCE = FOUND = ELEVATION C.B.S. CONC. AIC SCIR SPKND FCM FIR FCIR CB ORB LB 10 PG PB ( P ) (M) ( F ) ( R ) ( C ) R A CHD. FND EL. l\ lS ~ = DENOTES GROUND ELEVATIONS L.F.F.EL.= LOWEST FINISH FLOOR ELEVATION oO:l() = DENOTES TREE I DENT I F I CAll ON i = CENTERLINE " I I ( , , !) u I ,~ '-\- 10 BUILDING SETBACKS: FONT SETBACKS: 10 FEET REAR SETBACKS: 20 FEET SIDE SETBACKS: 5 FEET ZONED: CR-28 ~G1 0:0 Os .,.., '- '" (11 t7J ~ tlJ~ :,('^I i A.S--BU][LTla SURVEY LA~~,'~1E .F 'lEi.' ,...... 'U',If: 13. 200] U ,~_..j\, \, ". 1',,(1', O~UCE,\.KLE it.i:-rslA llr :- :,1157 FLon lOA nEG I STEP-Ell Sdlwr yon lIor V^L1D WITllOUT TII" "IGN^lt'" N'.1 Onlr;Jfl^L 11~lq[) o;nl OF ^ FlonlD^ LlCEII~"(l ", nv: ,on MID "^rrrn ,11 q , ()PAI'II' " / III I ' : I, 'Ii I~) SURVEY " i I i ~~; (i i ) ", ' I! I<[CORDS Ililll! MATTERS ': 'II! II,H MATTERS :: : I, (: (v) SHOWS i! '\1 i STREETS : Ii II{EETS 1111\'111 11N THE ! IN II ! I H [)fi I VE /I, A ,\ II\,IFCT PROPERTY 1I1I ',IIWE ANY il/, I 0'1 VISUAL i ili\I~1 OF t,11 'I!I )VI~MENTS II/I 1,11 I,ITS LIE ,\ I ! I' 1\1 W SSE T I Ii> II) A . :1 II II ,~o :::1 'i )' -0 A:J OS;: ::<Z m OZ :z: () C> "Z <: ()(j) r----" m ,0 (X) m m - ~~ r--..l < :f::S = = ~~ ~ m mm 0 :;:oz U'l --4 ru CTi (T) CTi .... ru 0 0 FIELD BOOK: ru 99134/99137 ~ PAGES: D. QJ 71-73/72 Ul , ,'!' c en o (]) -q- o o ru 1 OF 1 ~ .,; SHEE T No.: ~! I : r '......" : " i . I J ~ I _ SECTION 8, TOWNSHIP 29 SUU'I'II, ItAl'lGE 15 EAS"}", PINELLAS COUNTY, FLORIDA. SURVEYOR'S CERTIFICATE: l'VN 19\ (j [) THE UNDERSIGNED HEI~EBY CE8TIFIES 'IU IIIJ[UI>LI_', 13/\111 . 'I\I~I(;IIIVII\IIII \IIVIIJlill:; STEPHEN G. WATTS, P.A.II AND "AME~ICAN I:>IONEEI~IIHI Slil~ANCF U1MI)Nnll. ',I WAS MADE ON THE GROUND AS PER DATA ELECTfWNIC FIELD I'IIU: At~IJ/L)H CU!~VUJIIIJI'li\: AS PER TH RECORDED DESCRIPTION REcormED IN PLAT l1(JUI, /-(. I)AGC;7,? AI~I) ,~), III OF PI NELL AS COUNTY, FLL1R IDA; (i i i) SHOWS THE UJAC I I LJI'~ 1I1 V I S I flI L I MI)HIIVI ~11 III ON THE SUBJECT PROPERT"; (iv) SHOWS THE LOCATION OF I',: CClIWED FASEMEN1';. II /\11, OF RECORD AFFECTING THE SUBJECT PROPERTY AS REFEI~[!~C1 ,I IN TI'lt.IITLE I>U! )(, ,III'! ESTABLISHED BUILDINGS AND LISTS SETBACK LINES; AND, ;) SHOWSIIIE GHAt)II]!, Ilt\11 'i ABU T TIN G THE LAN D S , T H [ WID T H S OF S T R E E T S AND II I G H T - L JI - VI A Y S III E II E 0 F AND W I-ll I! II !: I ARE PAVED. (b) THAT ANY ENCROACHMENTS OVER AND ACCI~CJ',',1 HE SUB,)[CT prlOPErn, /11>1 ,I SURVEY; (c ) THAT I NGRE:~S AND EGRESS TO THE SUBJ ECI I)WJI>uny I S r)~OV I D[D l3 Y 'I \1, ,I : I ! PUBL I C COUNTY ROADWAY, AS SHOWN ON THE SURVE Y; (d) IliA I THE CUIH~ENT ZON I NC III ! II! I S SHOWN ON THE SURVEY; (e ) THAT BY V I SUAL I NSPECT I U!~ 'Ii IE SUBJECT f)f~OPE~ ry ! )111 ,II ADJOIN I NG PROPERTY FOR DRA I NAGE, I NGRESS Ol~ EGRESS. I <CEF)T AS SIIOWN THEr~EIII,I; r I INSPECTION THERE ARE NO MATTERS ON ADJOINING LANDlllili WOULIJ PHEVENT ADE(lll!' II III ,I SURFACE WATERS FROM THE SUBJECT PROPERTY. EXCEI)l AS :;IIUWNIIlEf\[UN; ((1) 111/\1 1:11 'I, ON THE SUB J E C T PROPERTY DOES LIE WIT H I N A SPEC I A L F I I) 0 \) II A l A ~ [) AREA AN [) 1I1I i ,',I ' ; WITHIN FLOOD ZONE "AE" (EL.11); AN[) (h) THE SURVEY 1,1[[lS rHE MINIMUM TI-:CIII-/II:I FORTH BY THE FLOR I DA BOARD OF SURVEYORS AND MArPE~S l'IIl~SUANT TI I SECl ION /1/' -' S TAT UTE SAN 0 C HAP T E R 6 1 G 1 7 . 6. F LOR I [) A ADM I N 1ST I~ A T I V I C (J I) [ . i III ~~ SURVEY !i III S; (i i) II '! ii, HECORDS , I1III II MATTERS II 1111IFR MATTERS i \ (: (v) SHOWS 1\1 i STREETS II ',mEETS III\'II,J ON THE '.'11\ II : r~ DR I V E ". A ',I Ill,) ECT PROPERTY I I (;1, RVE ANY il/\ I OY VISUAL il/\I;I, UF 1I)l(llVUAENTS I t/ll'I\ITS LIE I ! I) Mm SSE T ! I ill 111 A i, WATER WAY DATED THIS 21ST DAY OF MAY, 2002. LEGAL DESCRIPTION: A PORT I ON OF SECTI ON L, TOWNSH I P 29 SUU111. HANG': I', II I. I' 11-)1 I I /\' COUNTY, FLORIDA. BEINe. MORE PARTICULAI~L Y DESCRILHU ,I ,111f1\'j';: LOTS 31, 32 AND 33 OF "BAYSIDE SUBDIVISIUN No. ('II. .u'III)II-J(~ III 1II1 MAP OR PLAT THEREOF, lIS RECORDED It~ PLAT BOOI\ ~~(. i' ,~I' 'j;' .',', III THE PUBLIC RECORDS OF PINELLAS COUNry. fLORIDA. CONTAINING 0.5397 AO~LS Mor~E UI~ LESS. 1. BEARINGS SHOWN HERE:ON ARE BASEl) ON THE SUUIH IIIJI Lli ILJI~)',I .\'). /$'1/11'1'1" MAP OR PLAT THEREOI~, HAVING A BEARING UF NO~ll1 b')"('i)/~J~)/I Wle,l. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. [)iliUM UI- 'l~l2CI Iv1l.Ml :)11\ II vi, 3. BENCHAMARK - PINEL:_AS COUNTY BENCIIMA~K MAl) Nu. l'J~j. 131~A~~:; I)I~;I" It,1 ('fIt>,li PI I' EAST OF GULFVIEW BOULEVARD. STAMPED LP-15 (USC[ 'lJbH). III VA II Ull I], 'lH i 4. THE SURVEY SHOWN II'~REON IS BASED or~ TIlE TIlLE CUiltv11 'MLI~I I,ll): r:tv1 1 1/1'1', I, APRIL 24, 2002 @ 8:00 A.M. AND WAS SUF'PLIED HJ LIt'I~ I IIHvl III (,II [JIII!,j (~,:' THERE MAY BE ADDITIONAL RESTRICrlONS THAI AnI.:. I~I ',II(JWII 1111 1111', (,III\VI ' 5. UNDERGROUND I MPROV:::MENTS, IF ANY, Nor LUCATED. 6. FLOOD ZONE INFORMATION: COMMUN I TY PANEL No.: 125096 0001 0 FLOOD ZONE: ZONE AE (EL. 11 ) REVISED MAP DATE: AUGUST 19. 1991 C.B.S. CONC. AIC SCIR SPKND FCM FIR FCIR CB ORB LB ID PG PB (P) ( M) (F) ( R ) (C) R A CHD. FND EL. t\ .15 ~ = DENOTES G~~OUND ELEVAT 101$S L.F.F.EL.= LOWEST FINISH FLOOR ELEVATION oO)() = DENOTES TREE I DENT I F I CAT I ot~ ~ = CENTERLINE BUILDING SETBACKS: FONT SETBACKS: 10 FEET REAR SETBACKS: 20 FEET SIDE SETBACKS: 5 FEET ZONED: CR-28 FCM 31x3" (NO 10) LEGEND: R-l095.00' A- 7 .64' CHD.-7.64'(P) CS-S660 34'55"E(P) ~ ~ , R-155.00' A-68.75' CHD.-68.18'(P)68.48'(C) CS-S790 05'44"E(P) CS-S790 39'33"E(C) LOT 34 , y ~ ..\,,; 8 ~o. ~N (b'" v-~ 0'" ~../!] t:) o tv ~ ~?P 7 1.2' CONC, SEAWALL TOP EL,-4.39 INV.EL,-1.87 , NOTES: R_975.00, A-6.81' CHD.-6.81'(P8<MI ~ CB-N660 34'55"W(P8<CI \ CIiD a. 7- .""'06 br.U .8/'01.1) ;7 ;7 ~ ~~ &~ .. .." t)~ o 0 ~~ 0~ ~ ~ -- ~ ............... LOT 30 WOOD ' / Q- -- ~ POLE /q' " ........ ........ tv660 <<,~ u.s"1t ''''8 .6J'(p ~c) ~ CURB ........ INLET ~ " <4' <'co ~ ------ t;: -1sPL, tvc ........ va' '1-1( . G(; e~/G~!fr~ P-1Crt'R Itrw. ........ Of"w~~t'lvr ~rt~~ D~/I/i ~ :y~, 'J,7- FCM 31x3" (NO ID) WOOD POWE~OLE ~ R-45.00' A-50.21' CHD.-47.64'(P) 47 .43'(C) CS-S810 39'21"W(P) CB-S810 30'27"W(CI \ ~ ~ ........ ~ y 04/01/03 10/02/02 03/19/02 03/19/02 DATE: 4 CONCRETE SLAB TIE-IN AND 2ND FLOOR 3 CONC. STEMWALLS 2 ADDED SURVEYOR'S CERTIFICATION AND REVIEW TITLE COMMITMENT 1 ADDED ADDITIONAL ELEVATIONS ~ TREE LOCATIONS No; REVISIONS BAK BAK BAK BAK BY: BRIGHT"W A TER TO"WNHO:.MES, LLC EAGLE CONSUL T ANTSg INC. C I V I L ENG I NEERS . PLANNERS . SURVEYORS 8514 OLD COUNTY ROAD No. 54 NEW PORT RICHEY. FLORIDA 34653 OFFICE: 727-375-1101 FAX: 727-375-1116 LB 7240 ~ ~~ t't ~" <:~ 0 ~~ ~ )1 Ii, = CONCRETE CLOCK srucco = CONCRETE = AIR CONDITIONER = SET CAPPED IRON ROO LB 6928 = SET PARKER KALON NAIL & DISK = FOUND CONCRETE MONUMENT = FOUND IRON ROD = FOUND CAPPED IRON ROD = CHORD BEAnING = OFFICIAL RECORDS BOOK = LICENSED OUSINESS = IDENTIFICATION = PAGE = PLAT BOOK = PLAT = MEASURED = FIELD = RADIAL = CALCULATED = RAD IUS = ARC D I ST AI\)CE = CHORD DISTANCE = FOUND = ELEVATION , I ill ,I I' I 'I) u r _,_-.-.=._ .. - r- 1D ,iU -', ()" ;0 -> =<2 m OZ ::z .,,2 <::> () ()G1 <: '--0 f---' m mm co ~~ - ,....., < ~~ = = '-IS ~ m mm ;oz 0 to (\j -i c.; (T) c.; ..... (\j 0 0 (\j fIELD BOOK: '( I' 99134/99137 ci ..... - ' I'AGES: Cl. QJ 71-73/72 en c 0> ~ CD ..,. 0 SHEET No.: C) (\j 1 OF 1 C) ./ '" ~;C^I I A.S-BUJ[LTla SURVEY L:~j;'_OF/\u\n' :"" " O~UCE-^-:-KLE iN.~ rStA t'lo, :;~5/ FLORIDA REGI~lEP.Ell sun i YUll ,I' " 200 & 208 BRIGHTWATER DRIVE CLEARWATER, FLORIDA 33767 11. :WOj III ~ ^ \'/1 ~ I' 'II, 11." II (I[f I' , tlOT V^LlD WITIIOUT 1I1E ~IGtI^llJI1E ",) I' ~1C;JIlM 11^ICrll ~r^' OF ^ FLon I D^ Ll CEt/SED SI, ': '([)I MID "^rrEI1 SECTION 8. TOWNSHIP 29 saU'T'H. RANGE 15 EAST. PINELLAS COUNTY. FLORIDA I LEGEND <0' e -- (P.e SE:re A (;11...011\1 . < /' "1Cff 'vG , PGs I...llvE: . 3<~ '> V3) , - 70' --... (P.eSE:re~(;II...OI.^' LT . < /' "1Cff 'vG , PGs I...llvE: . 3') , < ~33 I) --..." Y-- '--....... = DENOTES UNKtlOWN TREE ~ DENOTES PALM TREE . SIZE AS NOTED - DENOTES WOOD POWER POLE .. DENOTES GUY WIRE & ANCHOR .. DENOTES SET PARKER KAlON NAil AND DISK. lB 6928 .. DENOTES 'x' CUT .. DENOTES NAil .. DENOTES IRON PIPE = DENOTES CONCRETE MONUMENT .. DENOTES PRM .. DENOTES EDGE OF PAVEMENT & BACK OF CURB ~ .. DENOTES GROUND AND PAVEI.f::NT ELEVATIONS FCM .. FOliNO CONCRETE MONUI.f::NT FIR - FOliNO IRON ROD FCIR .. FOUND CAPPED IRON ROD FIP .. FOliNO IRON PIPE FPIP .. FOliNO PINCHED IRON PIPE FNID .. FOUND NAil AND DISK R .. RAD IUS A - ARC DISTANCE CB = CHORD BEARING o - DELTA ORB .. OFFICIAL RECORDS BOOK PG - PAGE PB = PLAT BOOK (PI .. PLAT IMI .. MEASURED IF I .. FJELO I R ) .. RAO I AL IC) .. CALCULATED (D) - DEED FND - FOUND lFF.EL. .. LOWEST FINISH FLOOR ELEVATION WM .. WATERMETER RM = RECLAIMED WATER METER BFP .. BACKFLOW PRE VENTER LP = LIGHT POLE 10 .. IOENTIFICATION )NV. - INVERT SPKND .. SET PARKER KALON NAIL & DISK FPKND - FOUND PARKER KALON NAil & DISK LB .. LICENSED BUSINESS CONC. .. CONCRETE CMP .. CORRIGATED METAL PIPE OHW = OVERHEAD WIRES PT .. POINT OF TANGENCY PC .. POltlT OF CURVATURE PRM .. PERMANENT REFERENCE MONUMENT R - RADIUS ~ Q -3 1> A '" o . -Ht- '--....... P.O.B. NORTHEAST CORNER OF LOT 23 P.B. 27, PG. 32-33 WESTERL Y LINE OF LOT 24 i EASTERTL Y LINE OF LOT 23 LINE LOT 23 'I UIv1 I~o, I " \-~ [~i;I~~i~) / ~~,~--""'-_ , ~). ))'(1') ~~)y ,) l'U~)"1 o 0J . --... '--....... R-45.00' A-37.551 CHD.-36A 71(P8<M) CB-S420 20'36"E(P81M) ~ I '--....... 40 ,- I S 30' (p.e E:reAcOOCI/ . < /' "1 k 'I , PGs I...llvE: . 3<~ '> V3) '--....... SOUTHEAS,TERL Y CORNER OF.LOT 23 "JX I '1)/ ~)/ ... ----1 --... R-815.00' A-9.23' : CHD.-9.23'(P8<M) . CS-N660 42'23"W(P8cM) A PARCEL OF LAND LYING IN SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, ":--. PINELLAS COUNTY, FLORIDA. BEING FURTHER DESCRIBED AS FOLLOWS: -- LEGAL DESCRIPTION: '--....... ~ LOTS 24, 25, AND 26 OF BAYSIDE SUBDIVISION No.2, ACCORDING TO THE MAP OR ' PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGES 32 AND 33 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND THE FOLLOWING DESCRIBED PARCEL OF LOT 23: '----.... '----.... LOT 27 VACANT ~J / )/ '----.... '----.... BEGIN AT THE NORTHEAST CORNER OF S~D LOT 23; THENCE RUN NORTHWESTERLY, ALONG THE NORTHERLY SIDE OF LOT 23, 3.43 FEETYi RUN THENCE SOUTHWESTERLY I TO THE SOUTHEASTERLY CORNER OF S~D LOT 23i THENCE RUN NORTHEASTERLY i ALONG THE EASTERLY SIDE OF LOT 23 TO THE POINT OF BEGINNING; BAYSIDE SUBDIVISION NUMBER TWO, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGES 32 AND 33 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I CONT AINING 0.514 ACRES MORE OR LESS. '----.... '----.... '----.... '----.... 3 ADDED TOPOGRAPHIC & ELEVATIONS TO BOUNDARY 2 REVISE LEGAL TO MATCH TITLE COMMIT. 03/12/04 1 ADDED CERTIFICATIONS DATED: 03/11/04 NO.: REVISION NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH RIGHT-OF-WAY LINE OF BRIGHTWATER DRIVE. ACCORDING TO THE MAP OR PLAT THEREDF. HAVING A BEARING OF SOUTH 66022'55HI EAST1: 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. , 3. BENCHMARK - PINELLAS COUNTY BENCHMARK MAP No. 155. BRASS DISK IN CONCRETE11 MEDIAN. STAMPED LP-15. ELEVATION = 4.981(NGVD 1929) - 0.791 = 4.191(NAVD 1988). I 4. THIS SURVEY WAS BASED ON A TITLE COMMITMENT PROVIDED TO OUR FIRM BY CLIENT RICHARDS. GILKEY. FITE. SLAUGHTER. PRATESI ~ WARD. P.A. PER TITLE CDMMITMENT No. 864-588941. DATED: DECEMBER 4. 2003 @ 11:00 P.M. BY COMMONWEALTH LAND TITLE INSURANCE COMPANY. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 'I I 5. ALL PROPERTY CORNERS ARE SET CAPPED (5/8H) IRON ROD. LB 6928 UNLESS OTHERWISE NOTED. I 6. FLOOD ZONE I NFORMA TI ON: I COMMUNITY PANEL No.: 125096 0007 D ~~~?~E60~~~ DATE: ~S~~ ~ ~ 2 1 ~~~. 11 ) I 7. I HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SETIFOURTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G~7-8. 'FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION 472.027. FLORIDA STATUES. I LOTS 23. 2~.!25 &: 26 BA YSIDE I SUBDIVISION ,No.2 FOR: I I ROGERS BEACH DEVELOPMENT, INC. 200 8RIGHTWATER DRIVE. UNIT 2 CLEARWATER, FLORIDA 33767 ~ R-155.00' A-68.23' '" CHD.-67.681(P8<M) CS-N530 46'13"W(P8cM) --... --... --- ~~y - - --- V "J' 'k' "J' .... ~~ ---- CLEARWATER HARBOR UNPLATTED ~ "--. ~ ~""" ... '----.... --... CERTIFIED TO: --... --- --- LABELLA VISTA OF CLEARWATER, LLC - - REGIONS BANK HARPER, KYNES, GELLER & BUFORD, P.A. COMMONWEL TH LAND TITLE INSURANCE COMPANY RICHARDS, GILKEY, FITE, SLAUGHTER, PRATESI & WARD, P.A. BAK BAK BAK BY: KLEIN &: STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS BOUN'D.AR Y & 8016 OLD COUNTY ROAD No, 54 TOPOGR.APH:IC NEW PORT RICHEY, FLORIDA 34653 OFFICE' 727-834-8140 FAX: 727-834-8150 SUR VEY LB 6928 SCALE: 1"c20' FIELD BUOK: LG DRAWN BY: BAI< PAGES: 73'7~) CHECKED BY: XXX JOB No. I 040007.2 SliFE r I~o. : 0/ LA~ TE 0 FIE 0 WORK: APRIL 03. 2004 -V~ __h___ . __ . 04/03/04 BRUCE A. KLEIN. M . 505 FLORIDA REGISTERE SURV YOR NOT V All D WITI10UT TIlE SIGNA TURE AND OR I G I NAL RA t SED SEAL Of A FLORIDA LICENSED SURVEYOR AND MAPPER ','1_ LEGAL DESCRIPTION: SECTION 08 , TOWNSHIP 29 S, RANGE15 E CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA LEGEND ( , , \ ( '," EXIST. ELEVATION A PARCEL OF LAND LYING IN SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA. BEING FURTHER DESCRIBED AS FOLLOWS: LOTS 24, 25, AND 26 OF BAYSIDE SUBDIVISION No.2, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGES 32 AND 33 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND THE FOLLOWING DESCRIBED PARCEL OF LOT 23: BEGIN AT THE NORTHEAST CORNER OF SAID LOT 23; THENCE RUN NORTHWESTERLY, ALONG THE NORTHERLY SIDE OF LOT 23, 3.43 FEET; RUN THENCE SOUTHWESTERLY TO THE SOUTHEASTERLY CORNER OF SAID LOT 23; THENCE RUN NORTHEASTERLY ALONG THE EASTERLY SIDE OF LOT 23 TO THE POINT OF BEGINNING; BAYSIDE SUBDIVISION NUMBER TWO, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGES 32 AND 33 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. CONTAINING 0.514 ACRES MORE OR LESS. EXIST. CONTOUR i I I NEW ELEVATION + 10.00 NEW CONTOUR - ..- -10- EXIST. STORM SEWEr~ ... \I} fA. NEW STORM SEWER --- - NEW UNDERDRAIN ...........' EXIST. SAN. SEWER NEW SAN, SEWER --1- _1_ EXIS r. WM ER SERVICI 1/ 1/_ [-- _. ( J NEW W^rFI~ SrJNICf .~ .. .- --- '-'- _h'__ _.~._ '-_. .---....... --. .... ", ~--- -. - ^" IJ~W 11\11 F I . . I ~I 111 ',' '~i i! 1: (, t / -- -.... .... . \ 1.11 W C;^' I, ~.l^rlll( II I ~" .\ ...." " , " ". ( I' ~I"I- .... , "~../ , " , ' row U I ,^.fl ()III(1 II I '\". '- ' ...... I.JEW HUlllllII(~ ,fI,'~1 /\ '"..... '- I'J[W /\SI'II/\II ~ ' ~l ~, " --". IIfW (;()!JI:r':l II '. "- , "- "tIll), (;11 I 11'\1 d:11 I I! Ji 'I ~I 11 > .... " '. " " 1'(11111 (lI ((III1III.,I'>!1 or 1'1 IN 11111 II, II) I " \. ,/'-. ...., '- f1 r 1.1 .[',1 , r .11./\ Ill, ( , I ,11.1 l. r ,,~rV, r 11 II I '\ I ! ^ I '1' , I' I '1" i i II !, ': I I" ;, I .. J ,,', i;~'1',''''.i1;' J ',; .;<f. ...,':1..," ," .. "~~ .l.,." f.l;f~.:1 , ' .> ;~" k ~51~%;~~'~"'\t,,'" ,~ ; ,,.,rt"~'~"r;il>. ' ..:r J;." ,...''f':? ... z ~t o 00 - CO\l ~ ~~ " .... z to- .... ~ ~ -A. O .... V\ "'0 A. !:: z Z xi . ~x ~ ... \I L.. 0. III r- ~... co'" · ,.. IIIZ . ..M.. .JIlt .... ~ " .... ~ to- -t Z ~. III .... III t- z o ~ - > Z III . 0 M ,,0. Z III '^ - !:: '^ Z ~~ Z V:M ....~ .. : 0 A.~- · ...~ Q V\ g ZO'" .Zei .. ~ III ~... III~ . >~ III>~ .. .,., ~ M _\l.A0. > 9""~'^ - o~~ \J ~ \111I Iii , I WI 1'1 'III ", ! 111'1, , II.' I ' I ,[, I t ~ I I Ii. I ,; II 'I I I I, ,: I I I r 11" ^ I I II ' I" .1 , II I li NFS Comm.: 0460 '1 I ti ,II :lWIl By: I B ;1 . . II I t~~,1,~..r:ketJ By: H.G. . ji i,~IIl! Date: 09/28/04 31 l ~ ! -, -, " jj M?:Nj1J :10 }l\J 1~'c:Jd30 8N\NN'f\d 1 j ~OUI ca l ~O\'\ ~ e^\3:)3~ Iila. It) It) ,..... M . M W <C >. -<t t- CU o::c <C ... co:: en 0::0 C -- W ...I > I- LL. W <t '" I- CU ~ffi - - ::1:1- en - ~~ Q) ...J CO 0::0:: - CQ<t > CU ~W - ~ 0...1 (.) ('.1(.) r B #5936 \ \ \ I I \ ,- , , --~- --r:--:- - .' / \ " f p I i,I' (,I , "" ........, .INDEX OF ~-lEETSI C1. '1 CIVIL snr ~ '\ "\ I, I C1.1 CIVIL srrr : ;)1 :IFICI\TIONS I' C2.1 OEMOllTIO l ~ TE PLAN C3.1 STAKING sr E 'LAN SITE PLAN C4.1 GRADING A \~O lJRAINAGE SITE PLAN C5.1 UTiliTIES S fl PLAN C6.1 CIVIL SITE I E-t\ILS C6.2 CIVIL SITE 'E'~'AILS l1.1 lANDSCAPl PLAN AND & SPECIFICATIONS , i , Ppvi~ions: !Jute . I /18 04 .I. " -.L ,j / i !. , II I ' I " . - I .-- ,.. I / c..:. ._L l~~ __.1 /\ L~\ l~_ _6 6 1\ / / :> <f SITE DATA EXISTING (E) PROPOSED (p) REQUIRED T T T ZONING: RFH RFH RFH LAND USE: ATTACHED USAGE: 12 UNITS 18 UNITS DWELLINGS LOT AREA: 22,363 S.F. 22,363 S.F. 5,000 S.F. MIN. 0.51 ACRE 0.51 ACRE 18 UNITS 30 UNITS/ACRE DENSITY: 12 UNITS ( 1 5 ALLOWED PLUS 15 UNITS MAX. 3 UNITS THRU TDR) BUILDING COVERAGE: 7,329 S.F. 13,483 S.F. N/A (S.F. &: % OF GROSS SITE) 32.8% 0.60 GROSS FLOOR AREA (S.F.): 7,329 S.F. 38,948 S.F. N/A F.A.R.: .328 1.74 FRONT: 9.6' 0' TO TRASH STAGiNG 15' 6.2 TO BLDG. ~_._~--- BLDG. 5.7, TO BL G. WEST SETBACKS: SIDE: 5.1' ,7.2 TO BLBG. EtSfJl ) 10' 5 TO POOL DEC EA T REAR: 22.5' ,.r.5~lLWt 20' 1.7 TO 00 CK 0' TQ-PA~E.t,!~l A.c~;s~_nUtQC~L 45.75 TO OP OF ROOF BLDG. HEIGHT: 1 &: 2 STORY FROM A.F.E. 50' 14.67' TO TOFc OF ROOF PAVIL ON PAVED VEHICULAR USE AREA: 4,016 S.F. 1,148 S.F. N/A (V.U.A.) IMPERVIOUS SURF ACE RATIO: 16,165 S.F. 16,032 S.F. 0.95 MAX. (I.S.R.) 0.72 0.72 OPEN SPACE: 7,198 S.F. 6,331 S.F. 0.05 (S.F. &: % OF GROSS SITE) 32% 28% PARKING LOT INTERIOR LANDSCAPING: 480 S.F. N/A N/A (S.F. &: % OF V.U.A.) 2.15% PARKING: --- 29 27 PARKING CALCULATIONS: 18 UNITS x 1.5 PRKG. SPACES = 27 SPACES Cl" :ES OF THESE PlANS ARE ~01 Vt\UD UtlLESS E.M80SSED WITH lHE SICNING ENGINEER'S SEAl '1'1.:, o SITE PLAN ~ EN I ~l> C/..SE 1/ BJ?,~~ f. 0 '07o/~2.a)IJ- .O'Oll C/,S[ TyT2 _,_~,I.L~___ D~'.C D/~~i t: .._ ...____,__ CDS DF<!r: uJ'LJ1~-L04- ('i(:,?'I:,.T: iR': \,\~~ \..)~ ;),..........,-..;, ".! \.-II.L... _.~_~~_ DATE: __L1d.L~l9..Ar -. .:"_'_~:_:~-:::: . , o . ' 0) _u %. TOR DATA TABLE I - ...---- , -~-- ..---..----, -- _. --- -.. --- ~-- ," SENDER SITES MAXIMUM EXISTING/ APPROVED PREVIOUSL Y REMAININr ALLOWABLE UNITS ON SITE TRANSFERRED AVAILABLL DENSITY UNITS UNITS .....---.----...--.-..-..---- -- .---- -. --.-- .. --- BRIGHTWATER TOWNHOMES 15 UNITS 10 UNITS o UNITS ( BASED ON .53 6 UNITS 200 BRIGHTWATER ACRE SITE ) DRIVE I ,>; UNlrs -J U U () '-, (0 ....., .. CYl TJ I ~NITS TO -~E TRANSFERRED TO RECEIVER SITE \ ([) o U FLOOD ZONE INFORMATION: f) . ' U) THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOODZONE AE (B.F.E.11.0) PER FLOOD INSURANCE RATE MAP 121 03COl 02G MAP REVISED: SEPTEMBER 3, 2003 u.> ') 'lJ rn '_1 I U lU --:t U '<!~' (f) , ' SURVEY INFORMATION PROVIDED BY A SIGNED &: SEALED SURVEY BY: BRUCE A. KLEIN, PSM No. 5052 FLORIDA REGISTERED SURVEYOR DATED: 04/03/04 nilS DRAWING 0 AN "ISTRUMENT OF SERVICE AND SHAll REIoWN TliE PROPERlY OF THE ENGINEElJr '';dAlL NOT BE REPRODUCED, PUBUS, HED, OR USED IN f.N( WAY WlniOUT THE CO ' TIll ENGINEER. ~COPYFllGHT 2004 NOT f>UBUSHED '[ _ /' _. 'tJO~ 1 S 2.00~ l'h~ ~:" ,AMANUJACHARI KANNAN",' P .E.#3868l:J u Q) <) ,. n. PER DRC Descri tion .. C1.1 n <1, U o '.' 'j <1 ..~~ -T c_ ) S.W.F.W.M.D. I EROSION CONTROL NOTES 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSION AND SILTATION. 2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL STORM WATER DIRECTED TO IT, AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOlTOM OF THE RETENTION BASIN, AND FINE GRADE THE FINAL SIX (6) INCHES AND SOD, CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE. 4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE BOlTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE OPENINGS IN THE CONTROL STRUCTURES. 5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER. 6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 400-4 & 400-40 FAC, CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A OFFENSE. MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER SUBSTANCE THAN STORMWATER. 3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4, IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN, OPERATION & MAINTENANCE OF THE STORMWATER SYSTal THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A YEAR, ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION POND SHALL BE KEPT MOWED AND THE BOlTOM FREE OF DEBRIS. IF WATER STANDS IN THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND BOlTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE PERCOLATION CHARACTERISTICS OF THE POND, THE OWNER WILL BE RESPONSIBLE TO MAKE SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E. GASOLINE, OIL, GREASE, CHEMICALS, ETC. THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFllTED AND FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN A PERMllTED FACILITY. EROSION AND SILTATION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. 2, PROTECTION OF EXISTING STORM SEWER 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, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH THE OUfFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD, 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION, ALL OTHER INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS. 6, MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED, FILTER MEDIUM SPECIFICATIONS / -..r THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D,O.T, ROAD AND BRIDGE SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MAlTER), UNLESS FILTER CLOTH IS USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MAlTER WITHIN THE FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER; A UNIFORMITY COEFFICIENT OF 1.5 OR GREATER. RATE OF 0,125 CM/SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER SAND IS LESS THAN 0,125 CM/SEC, A REPLACEMENT OF THE FILTER SYSTEM WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION, IT IS RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED, 2, THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO ASTM D 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMElER PERFORATIONS PER LINEAR FOOT OF PIPE AND BE ON THE BOlTOM 135. OF THE PIPE. 3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS. 4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA. 5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM. TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILITY SHALL BE INCLUDED IN THE AS-BUILT SUBMllTAL. Ie) r-') CJ 0) --t Cl Cl CI " CLEARING AND GRUBBING NOTES (0 ...., 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 AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRIlTEN APPROVAL FROM THE OWNER. 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. Ul u , (ll o u () , ' V) '> 3, THE 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 N TO 6N 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. r.J (ll m u _ J C) tll --t C) / VJ .' U (ll o ,- r:L n <.f U U , ' ) <f --t U CLEARING AND GRUBBING NOTES ICON'T. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS, ONLY NGRADING BY HANDN IS PERMllTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR 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. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAIKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLlITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 9. 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. 10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE, 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE TO THE PLANS, 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. WATER SYSTEM NOTES 1. PER ARTICLE 41.03(B)( 1) CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS, THE DEPTH OF COVER OVER THE WATERMAIN SHALL BE A MINIMUM 01" 30N AND A MAXIMUM OF 42'" BELOW FINISHED GRADE. 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS, 3. ALL DUCTILE IRON PIPE SHALL BE CLASS 50 WITH A RATING WATER WORKING PRESSURE OF 350 PSI IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A 21,31 (AWWA C 15~) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD' THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71), 4. ALL FIlTINGS LARGER THAN 2" SHALL BE DUCTI LE IRON CLASS 53 IN ACCORDANCE WITH AWWA C-l10 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FllTlNGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. 5, ALL PVC WATER MAINS 4" THROUGH 8" SHALL 'BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241. 6, WAiER MAIN PIPING OF LESS THAN 4" SHALL HE PER ASTM 02241-89. 7. ALL FllTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS, 8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509, 9. ALL FIRE HYDRANTS SHALL MEET THE CITY OF CLEARWATER STANDARDS AND SPECIFICATIONS. 10. THE CONTRACTOR IS TO INSTALL TEMPORARY EBLOW-OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 11, PER ARTICLE 20, CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS, D.I.P, WATER MAINS TO BE INTERIOR POLYLlNED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. 13, THE IRRIGATlCN SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE PIPE TO INSl;;~E DIFFERENTIATION FROM POTABLE WATER PIPING, WATER SYSTIlE:M TESTING AND INSPECTION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FllTlNGS, HYDRANTS, CONNECTION, 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 ENGI'II::ER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. NEW WATER MAINS AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION. SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT HAS BEEN ISSUED. SANIT ARY SEWER NOTES 1. ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER MAINS & SERVICE LATERAILS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS. 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 4, PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 5. PVC PIPE AND FllTlNGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION D-3034-77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 6, ALL PVC FORCE MAINS SHALL BE CLASS 2000, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2N WIDE, PLACED 1 FOOT BELOW THE PROPOSED GRADE, THE PRINTING ON THE MAGNETIC TAPE SHOULD READ "FORCEMAIN", 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51. 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT REQUIRE D,I.P, ARE TO BE POLYLlNED OR EPOXY LINED. 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. SANIT ARY SEWER TESTING AND INSPECTION REQUIREMENTS 1, ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION, 2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION. MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE. TEST RESULTS ARE TO BE SUBMIlTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3, ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMllTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. W A TERISEWER CLEARANCE REQUIREMENTS VERTICAL CLEARANCE AT CROSSINGS GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS WILL BE EQUAL DISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE UTILIZED: W A TERISEWER CLEARANCE REQUIREMENTS ICON'TI A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS); B, THE SEWER SHALL BE INSTALLED WITH D,I.P. FOR 20 FEET CENTERED ON THE CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS); C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING; OR D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION. ONE OF THESE METHODS SHALL ALSO BE UIILlZED WHEN THERE IS NO ALTERNATIVE TO SEWERS CROSSING OVER WATER MAINS. IN SUCH INSrANCES, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE. HORIZONTAL SEPARATION BETWEEN PARALL~UINES_ GRAVITY SEWERS OR FORCE MAINS SHALL BE INSfALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WAfER MAIN, THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10FT, SEPARATION, THE WATER MAIN SHALL BE INSTALLED IN A SEPARAIE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND Af AN ELEVATION SO THAT THE BOlTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE WATER AND SEWER JOINTS SHALL BE SIAGGERED. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONfAL AND VERTICAL SEPARATION AS DESCRIBED, BOTH THE WATER MAIN AND SEWER MUSf BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WAIER SUPPLY DESIGN STANDARDS OF THE DEPARTMENT AND BE PRESSURE TESIED JO 150 PSI 10 ASSURE WATERTIGHTNESS BEFORE BACKFILLING. SANITARY SEWER/RECLAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS WHEN THE RECLAIMED WATER LINE IS TRANSPORIING WATER FOR PUBLIC ACCESS IRRIGATION: MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO CENTER) OR 3 FEET (OUTSIDE TO OUISIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WAIER MAINS OR SANlfARY SEWER LINES. AN 18-INCH VERTICAL SEPARATION SHALL BE MAINIAINED AT CROSSINGS. WHEN RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGAIION: THE RECLAIMED WATER MAIN SHALL BE TRFATED LIKE A SANITARY SEWER, AND A 10FT. HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE RECLAIMED WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE WATER MAINS. NO MINIMUM SEPARATION IS REQUIRED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THAT NECESSARY TO ENSURE SIRucruRAL INTEGRITY AND PROTECTION OF THE LINES THEMSELVES. NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS AS STIPULATED ABOVE, DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER, APPROVAL FOI~ THE DEVIATION MUST BE OBTAINED PRIOR TO CONSTRUCTION. GRADING AND DRAINAGE NOTES 1, ALL DELETERIOUS SUBSTANCE MATERIAL. (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WIIH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESflNG COMPANY, DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SIIE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED Willi APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEEIING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURfENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 3, ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. 4, PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO A't/WA C-900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOIED. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 6. THE CONTRACTOR IS TO SOD THE RETENTlON/DEIENflON POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND, 7, MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY, 8. ALL STORM STRUCTURES SHALL BE GROUT ED 10 THE INVERT ELEVATION(S) OF THE STORM PIPES(S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. PA VING, GRADING . DRAINAGE TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSfEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINAflNG THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS, UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. PAVING NOTES 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PAlTERN TO THE OWNER'S ENGINEER FOR APPROVAL. 2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS. N 6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT, TYPE S-3, ON 6" L1MEROCK BASE COMPACTED TO 9870 OF MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 9870 OF MAXIMUM DENSITY PER AASHTO T -180. 7, PAVEMENT IN R.O,W. SHALL CONSIST OF 2" ASPHALT, TYPE S-l ON 8" L1MEROCK BASE COMPACTED TO 9870 OF MAXIMUM DENSITY, ON 10-1/2" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO 9870 OF MAXIMUM DENSITY PER AASHTO T -180. CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRIlTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING, WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRIlTEN DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S), UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER, WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE ALARM SYSTEM CABLES CONTROL WIRING SYSTEMS SANITARY SEWER NATURAL AND LP GAS LINES RECLAIMED WATER SUPPLY T,V. CABLES TELEPHONE CABLES SECURITY WIRING SITE UNDERGROUND MECHANICAL INCLUDING INSULATION IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. 1. TRENCH EXCAVATION - INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96. - THE CONTRACTOR SHALL PROVIDE WRllTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. - A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND APPROVED BY THE ENGINEER. 2, ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR 3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION, CONTRACTOR MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. NOTE TO CONTRACTOR THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW- INGS, SIGNED AND SEALED BY A PROFESSIONAL U\ND SURVEYOR, THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS & DIMENSIONING OF SLOT & BAFFLE. LOCATIONS Ot ALL UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. fHE CONTRACTOR SHALL PROVIDE TWO COPIES OF Tf If ~FR IIFIFI) RECORD DRAWINGS TO THE ENGINEER. THE AFOREMENTIONED RECORD DRAWING SHALL (3f SUFFICILN I ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCII~~ IIAVINe; JURISDICTION. GENERAL CONSTRUCTION NOTES 1. ALL THE WORK PERFORMED SHALL COMPLY WIIH THE REGULAIIONS AND orwINN~r;rS Of THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICIION OVER THE WORI<, 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODEIIC Vf:RTICAI DAIlIH, 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISIING UIIWIES, SrRUCIURI:S, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAllARI r AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VFRIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISflNG UTIlITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION, 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLlCIS AND DISCREPANCIES PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA, 5, THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE Af 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 "SUNSHINE" AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO Till START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE "OR CONTACnNG ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM, 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSIRUCflOt.: S/\' ElY SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINII, (', POWER LINES AND OTHER UTILITIES, 7. ALL UNDERGROUND UIILlTlES MUSr BE I~~ PI.ACE AND II' 11-1 NJI) 11,1<;['1 (:111) PRIOI! TO BASE AND SURFACE CONSTRUCIION. 8. IT IS THE CONIRACTOR'S RESPONSIBILlIY 10 DECOME rN,11L1Af': Willi 1111 1'1 m.AII AND INSrECTlON REQUIREMENTS OF THE VARIOUS GOVERNMENIAL AGENCIES III[ CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMIIS PRIOR It 1 CONSTR1Wllot/, NJll SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSlRUC i lotJ. 9. THE CONfRACTOR SHALL SUBMIT FOR APPROVAL TO IIIF UWWf(S ENG/NlfP; ';11"1' DRAWINGS ON ALL PRECAST AND MANUFACTURED II EMS fOR 1111S SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLAIION MAY I~ESULT IN REMOVAl NJlI REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SIIOP DRAWINGS APE 10 nl REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TI) SIJBMIHAI. 10 IIIF OWNER'S ENGINEER, 10. AT LEAST THREE (3) WORKING DAYS PRIOR 10 Cot~SlRWIIOrl, IIIE cOt~IPACIOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIE', Atoll! SUPPLY IIIFM Willi ALL REQUIRED SHOP DRAWINGS, TIlE CONTRACTOR'S NAME, S,,\RIING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQIIIREU, ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WII' JOUT AGENCY INSPECIOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEW Nf'd THF: COt/mACTOR'S EXPENSE, 11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND IPl; IN G" IAYLRS UP TO A LEVEL OF AT LEAST ONE FOOf ABOVE !HE TOP 01 IHL PIPE. Itl ARrAS 10 BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MA" l\.1l'" DFt~SIIY 1'<:; DETERMINED BY MSHTO T -99, 12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE S I RI i /(;", or ^ I I' N; 1'.()lJ() P.S,1. IN 11'\ DAYS, UNLESS OTHERWISE NO fED, 13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY 1111, \'ldRI< SIIAII 81. wSlom I) TO A CONDIfION EQUAL TO OR BEllER THAN EXISIING CONDitiONS UNLESS SPECIFIC^LL Y EXEMPTED BY THE PLANS. ADDITIONAL co~; r S I'RE INCI[)Ef,JT AI I () OTHER (J)NSTRUCTION AND NO EXTRA COMPENSATION IS ,I) fI' ALLOWF:n 14. ALL DISTIJPBED AREAS WHICH ARE Nor 10 BE SODDUl, ^flE :0 F3L SELUlD t'NU MULCHED TO DOT STANDARDS, AND MAINrAlt~ED UNIIL A '/\Tlsr AClORY STAND or GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND f i :r;INiTR or RF:CORlJ, HAI/I BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDIN(~, NJD GRASSING WOf~I<, AND OH-'FR EROSION WORK REQUIRED, WILL BE PERFORMI-,D fW IIIE CONtRACTOR, AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR H^IN T f t~ANCF, rw IIIF REGULATORY AGENCY AND ENGINEER OF RECORD. 15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WI T II II. f'II0TOCOP'( or ALL COMPACTI'JN TESTS, AND ASPHALT RESULTS, THE SOILS U~GINEER IS 10 CERTIFY TO THE L,:;GINEER OF RECORD, IN WRITING, THAT ALL TE<:IING REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THF r LORlDA DEPARI MFtll or TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS RFOUIRFD BY IIIF ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SArIS~'IE:J:' 16. THE CONTRACTOR SHALL MAINTAIN A COPY or 11 IE APPIWJEI, r'INIS AI") r'FRMW, AT THE CONSTRUCTION SITE. 17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONf NTS FOR CONS I RUC nor~ SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ME/.:IS AND MEIHODS rOR CONSTRUCTION SITE SAFETY. 18, ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBlC FOR MAINfAININr; IllESF AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER, 19. ALL PIPE LENGTHS ARE PLUS OR MINUS, PIPE MEASUREMENI5 ARE CENTER 10 CENTER OF STRUCTURES OR FllTINGS. PIPE MEASUREMEtIl S rOR MITERFD FNn SECTIONS ARE TO THE END OF PIPE, 20. EXISTING PAVEMENT SHALL BE SAW-CUf WHERE NEW PAVr.MHII IS 10 nr ADDED OR EXISTING PAVEMENT TO BE ELlMINAIED. 21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VAlVE'S, WArEH METERS, ETC" SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR l!lESE AD,JUSIMENIS, IF REQUIRED. 22. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANIIARY SEWUI, OR WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANI<MENT or THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH r,D.O.T, SrAN[)ARr1 SPECIFICATIONS, SECTION 125-8.3, LATEST EDITION, 23. THE CONTRACTOR PERFORMING TRENCH EXCAVAIION, IN F,XCESS OF 5' FEEl IN DEI''' I, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F,[<,. ~,,1926,650, SUBPARr f', INCLUDIt--~~ ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES), 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH DIFFEREI'IT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE OF THE BLDG(S), THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR, ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS, 25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITII THE BEST RECOGNIZED TRADE PRACTICES, 26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WlfHOUI CONSENT OF !HE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DF:VIAflONS SHALL RECEIVE WRllTEN APPROVAL FROM THE ENGINEER, 27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPAPflTE SUBMITIAL(S) AND PERMIlTING, DEVIATIONS SHALL RECEIVE WRllTEN APPROVAL FROM THE ENGINEER, ... ~ ~ l~tI} en. .~ 11II 1\.';' " ,:'J>;$~, il;~t.. ~1f~)" ~. .,+t~:r:~ .... Z =t o 00 - CO\l ... . . ~ ~\J ... ~ z_ ....~ a: -A. O I"- '" 1'4~ A. I"- Z '^ -- Z xt ~ ~X a: ... \I ... ~ UI ~... CO'" . 1'4 UlZ . ~ ~.:.i ~ ~. ... -t Z ~. III I"- UI t- Z o " > Z ... . 0 M ~~ Z UI 11\ - I:: 11\ Z ::> I"- Z ~~ ~...~ ...=~ A. ~- ...~ Q V\g Z~... ...IIZ" ~ ~m ... -'... UI~ . >~ UI~~ ...-'~M - \I ~ ~ ,.. ~ 11\ ~ 0 ~&D U~\lUI []ES Comm.: 0460 I lJlrawn By: LB. I [-CheCked By: H.G. I ~~~u~ Date: 09/28/04 Revisions: tin. Date Descri tion ,:, '11 1/1 8 04 PER ORe \ i / I _ \ _ l /~\ _I /', 1.,,-_\ 1\ /\ / -,\ '\ /_\ /\ ,.,-~\ /~\ /_\ l~ l~i ~ / / ""U ()~ :<Z OZ z C> .."Z .~ ()0 I--" .-0 co ~~ ~ ;E~ c.::"':I c_-: ~~ ..+-- (/) m n" ^'Z Z ..... 0 - I- <C it) u it) ...... - <C C") LI.. . C") - I- w U >. -<( W en ~C - co:: Q. > ~O (/) W ...J <C t- LL. W <( "' I- ...J ~ffi ...J - :l:t- (/) W ~~ ....I .:a ~~ - <C 1:0<( > ~W - ...J O...J U ('.,1(..) THIS DRAWING I AN INSTRUMENT Of SFJMCE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER, AND NOT BE REPRODUCED, PUBUSHED OR USED IN mY WAY WllllOUT THE CONSENT THE ENGINEER, (QCOPYRIGHT 2004 NOT PUBUSHED 1 S 2QQlt RAMANUJACHARI KANNAN, P.E.#38688 , I COPIES OF THESE PLANS ARE NOT VAUD UNLESS EMBOSSE:D WITH .THE ~G E~INEER'S SEAL C1.2 'Y "'" ~- <t ~ L() ~ N m -T o o N "-.. 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III. > e III~~ ... ~ c= "" - ~~ >~~II\ -O"'m \J ~ \111I EB #5936 I NES Comm.: 0460 I I Drawn By: LB. I I Checked By: H.G. I 09/28/04 Descri tion PER DRe / / -0 OS; :<Z z OZ C) -nZ <: O(j) f-' ,-0 00 ~~ r...3 ~~ c::> c::> ~ mm ;;o~ 40 z <C ...J D.. W t- - eI) C) Z - ~ <C t- el) It) It) ,.... C") . C") w >. -<I: ... 0:: C ,.;.:: C ~ en 0:: 0 __ W....l > I- u.. <I: .. n:s ~ ffi - :x: ?- m ~~ ~ 0:: 0:: ... m <I: n:s~w ....I 0....1 N(.) THIS DRAWING 'AN INSTRUMENT Of SERVICE AND SHAll. RatAlN 1HE PROPERTY or THE ENGINEER, AN ;:Wl. NOT BE REPRODUCED, PUBUSHEP'OR USED IN 'Nt( WAY WITHOUT THE CONSENT THE ENGINEER. CCOPYRIGHT 2004 NOT PUBUSHED NOV 1 S 200~ '-.J li ' 1ii6,< ~ RAMANUJACHAI:tI KANHAN, P.E.~ COPIES OF THESE PLANS ARi::' NOT' VAUD~ UNlEss EMBOSSED WITH THE SIGNI~G. ~N~S ~ C3.,1 '" , ." :".1.1 :2' <l: ~ ........>----. ~ ~ ",'" ". ~y ~ , '- ~~Oij/: ~t\l6~o22' ~h ~lo 26,50~ ~R ^ "'"rpOJ 2' c'6.Sp%G/i I" !!.9.o5, -<J 4'l:,. > tve. ~(I g;:-~&C) ~./? ~" ~~~/.j~ ~" "'"rp" GU~/<.t('t\l1 ........ ", I('R ~'I" ........ ~~(() ", "'.... ", ~ I I 1 ~-- '71\,,-12' I +6. ~8 ill ~4' C;J' I ::; ~~4J I 7tYil /1; I I I ........ ............... ",0/ ~ ........ ~ ........ ~ 2./, S('/.j It;COt\lc /.j( ( . ~ -T r--. -T o ~ CLEAR~ATER HARBOR UNPLATTED ------- EX. RETENTION POND #1 TOP EL.5,1 BOT EL.3.6 -T o o N "--- CO ..s HAf40 RAIL ~ BLDG. 7.5' BLOG, NEW 12" 6,0 6.0 CURB r5\ MATCH ~' EXIST, 4,5 EXIST, SEAWALL SECTION A-A SECTION 8-8 N.T.S. N.T.S. N.T.S. ~ "--- - ry ~ 'U -T o I 1O BLDG. MATCH EXIST. --, EX, T.O.B. , 5:1 , , , " ~ Q) -+--' (j) ./' SECTION C-C u +" (!] > rJ Q) OJ o -.l '--/ o co -T o /" (!] -+--' U Q) o L D.. o <l: U o -+--' ::J <l: -T o o ('j 1-' ry SCALE. 1-.20' 20 40 10 o 20 " <:~iirz;t~~~~:, .~:~ j'~~., {.~:~~g':~O 0' ~" JI-~CP'! .:.':'.;;. i~~'.f,~ "'" ",t. .*, ,'~")I ,~* ,....,. ,;.' "~I.' ",: &: ;7... = ' , '; ~ I- A~ - . .. "",-: ~~. ... " .... ....- A. " ~ I"- '^ '. c,~,,:O~~ ~ '. ,~~,:. Co.j t:: '7 ~k~ ,^" ~=.. ; . . >,j;':1 Z ;',' u ' . .:' ,/f"\~ i ft , ,f; h';, . ..i :. ..i :r: " ~f," I~""'~ ~ . I."... v, \() ;.~~ ~ ::Yo ~ L. ~_ , !';; I- ~ I- '" ,;, I y "., CO :c .' ';, .. ~~r"i,i; ': ~t):~ Zr- ; ;:: ~ r : ~ I . .' .,..... 1"-.... , , I.:~ _;. '~.,;.:~ . (:'Z " ,. th~ ;~,,;-;O " :', "-".. :' . ~ t 1 ,1'\\' ~ . ; \, .'::, . v\t/--! : ,If . :': L~"'~' ~ , 'I'.. .:,0,,', .. '".r-ll.' ;.~~ .." ,nY, .": ',d\: Z '.... 1ft "', '!:'l~:~;-z:~ ~ , <""f',. , ~ ..... , 'J.F.;. '^ "" ,:' (Ft} 3 '!..,:': , ,) ""Ic,';:~ 'oO ~ , .":",;;.k,,.. Iii a . 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CCOPVRlGIiT 2004 NOT PUBUSHED ,V 1 8 200; RAMANUJACHARI NNAN, P.E.#38688 COPIES OF THESE PLANS AAIi';Nol' ..vALID- UNLESS EMBOSSED WITH THE SIGNING ENOIN~'SSEAl, C4~":.':;:1 .'" ," ,":.1 " ' . \"; ~y 'Y 2' <( n If) LO 0J (j) -T o o 0J ~ CO ~ ~ . U> 5: u -T o I LO ~ Q) ~ (j) /' ,,-.. o +J (/) > o Q) CD o ..J o LO -;- o // (/) U Q) o L Q. o <( u o +J ~ <( -T U o 1'1 NOTE: 1. THE DOMESTIC WATER METER TO BE FIELD lOCATED AND SET BY CITY. All APPLICABLE FEES TO BE PAID FOR BY APPLICANT. 2. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTAllED, THEY SHAll BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. ----- ~----- -. .. . .. \'~ ... -t 6 C 1V,....w. '/I/:f.,oIr'1V, .1/J1' 6'" .. POI", cr;Ol~ !"fl/lt. D.l,p... r "'tw. "'fW . COVt-{ · · . . ~v P F"J..Us. F'1t~ ~ · ....... !"fl.v. vC D 1t'rDJ:J"! rlt::r;. · - · . C01.n-. \If , . VI"'r \lfU P · . -_.C:1r .> "7 . ... "'fW --. "'fW ~ .- F'DC · - . "'flfV 6'" .1lb-' 6'" ~ . _ _ DCv.q 6'" !"fl/lt. D.l,p "'fW .. 'I:l., . CO. !"f ~ ,.....,... 6'"...,., Vclr D~~ 8F' /<'" -. C!-, O-i( <'" '.p ~ "'/:'I., ~6'" . ~ Pv, . F'O'" 6'" ~ ~/.v.~'tIrC~ ~ ~~S~, vg.l,p' . OVt"Ir\"- ~ ~"'fWDCV/"'r . :..!;.f!1' 6" Ttt" 6~\"1'" .. c ~<" · ''''E.W . --.J .16" 6'" !"fl/lt. PVC . COVc~1r '8 ~y . n;Y -Bf+'W - -if s. ~ ly~rt"1r Clsf/"L./~~/''' !"ft""'r 6~" ~ CLEARwATER HARBOR UNPLATTED EX. RETENTION POND #1 TOP EL.5,1 80T EL.3,6 ------- ~EX' FHA A. ~~ ry SCALE. 1-.20' 20 o 10 20 _! :"<!y!r'. ,',: " 'h , ,:.,'kt:- ^"~ f ,,:j~~""~~;jiJ!;!~, J'lt:, , j;;' , . jl,Ji;;.' " ,~~';':' I..; ;;,' '~?- ./,/1 :(.1~:' 1';1'" t~'};) , " \ . ;,~.. '.l +j:, ,.....' :>l" t,t./:,.. ;~.: r-:' ,...." ':;:1- '),)-, . tl'. .(~ " T> '~~f}i';~~~ z ~= 't~ 0:'0 O~l - " CO \I (1 ... ;~ I .~ . :~~,~~ ... ...:--;~j ;".... c= i:1 '~ "-A.~ , ,... V\~ " 0 1'4 Q "~ .' A ': ,... Z V,} " -,,-'1 V\'" -to , z~;X ~.tt, ,.,.'~X:: ~ \lb. ... ~ = i~ -V\''-', . 'COlli ' , · , : ~ Z :~; ... ~ ..': "'i' .:'.... =I:; ,t~~ .( 0' J- :'_ ~ .';' Z. ,... < " . III~~ t- z o ~ - > Z III ... ~ ~ .liit/} III:',";' '. ,J! ,;: ;., .~ III . 0 '" ,,~ Z III 11\ - !: 11\ Z j"" zV:= .1-.( ...:~ A.C=- I-C= o V\g Z~... .ZIi ... .( III ~I- 11I.( . >~ III~~ ... ~ c= '" - \I .A~ > ... ~ 11\ -O~CIA \J ~ \111I EB #5936 I NES Comm.: 0460 I I Drawn By: LB. I I Checked By: H.G. I Issue Date: 09/28/04 Revisions: No. Date Descri tion 11 18 04 PER ORe / / \J . tJ 0:; ; ~z ., OZ :z ( ) li- e -nZ -c: ()0 I-" ! ;" .-0 ........) ~rr. .. 10,.. ~ "-' e _otI = ~^' c::;; ..... ~ :~~ ..&:- I ,:'1 -, __:11 1 J m ,., ;;:0; .: -"-I 40 z <C ....I D.. w I- - U) U) W - I- - ....I - I- ::::) II) II) ?""'- M . M LU >. -< ... 0::: C ~ c~ en 0::: 0 __ LU..J >~~.. ns ~ ffi - ::I: I- a; ~~ a3 g;~, ...Jns C; ~ ' N(.) i " ; ~. .' , ~ '. ' mlS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAU.' REMAIN 1liE PROPERlY Of mE ENGINEER~~~ SHAlL NOT BE REPRODUCED. PUBUSHElr OR U!;EJ):IN Nt( WAY WI1llOVT mE CONS<.I'I )f mE ENGINEER, CCOPYRlGHT 2004 NOT PUBlISHED \ . o \rlB(V'f ~ ~~V 18 2001t RAMANUJACKARI KANNM, P.E.#386aa COPIES OF THESE PlANS ARE NOT vALio:";UN~ EMBOSSED WITH THE SIGNING ENGINEER'S SEAl , /, C5'~1 .. ~da~'X2_1/2'Xl/2' .'x3/S', ANCHOR STUD GRATE FRAME W/STUD. STEEL FRAME W/2 ANCHOR STUDS PER SIDE - EQUAL CENTERS. GALVANIZE AFTER fABRICATION 1Il W 0:: ~ NOTE: 1. CUT PIPE FLUSH w/INSDE FACE OF WAlL 2. MORTAR BOTTOM TO MATCH INVERT OF OUTFAlL PIPE. ANCHOR STAN>ARD DETAL CAST IRON RETlCUUNE GRATE, TRAfFIC lYPE (H-20 LOADING) W/2 SIDED GRATE SEAT _ 8" CONC. WALL 4000 PSI 0 28 DAYS #4 ; 012" O.C.E.W. . CIO N..El DEl AL N.T.S. TOP ELEV. 4.5 2' 4: 1 SIDE SLOPE BOTTOM ELEV. 2.5 NOTE: SAND BASED SOD SIDES & BOTTOM II EJ II:=J 11'= 18" NOTE: ALUMINUM BARS 0 6" O.C. TOP VIEW 4:1 SADDLE 10x10 W,W,M. #4 BAR SIDE VIEW TOP OF SKIMMER AT ELEV. 4.5 BOT. ELEV. 3.75 8" t.4ASONRY OR APPROVED R.C. PREFAB 6" UNDERDRAIN INV, ELEV, 1.75 MITERED END SECTION DETAIL N.T.S. SEE PLAN P/l PLACE SOD 1/2" BROW PAVEMENT nN, GRADE PRIOR TO SODDING POSI1NE DRAINAGE (4:1 MAX) MEET EX. ",,,N"" ," ~ COMPACTED GROUND SEE PLAN P/l RETENTION BASIN DETAIL N.T.S. GROUND TRANSITION AT THE PROPERTY LINE N,T,S, 1-1/2" TYPE S-3 .... ASPHALT 0 1/4" PER FT. MIN. EXCEPT ftS NOTED \\\F~=mr=~~--\III=\I\1C.JII.CC 6" L1MEROCK BASE _ - ~ F.D,O,T. CERTIFIED COMPACTED TO 98% MAX. DENSITY SUBBASE STABILIZED 40 LB.R. COMPACTED TO 98% MAX, DENSITY ASPHALT 0 1/4" PER FT. MIN. EXCEPT AS NOTED L1MEROCK BASE F,D.O.T. CERTIFIED COMPACTED TO 98% MAX. DENSITY SUBBASE COMPACTED TO 98% MAX. DENSITY ON SITE PARKING & DRIVEWAY SECTION N.T.S. IN R.O.W. & DRIVEWAY SECTION N.T.S. NEW SURFACE (SEE NOTES 1 & 2) EXIST. SURFACE :\~~< :~;\~:; :<,:,:;;"~:;,:,:;;,:<;:,, .0<1...... ......')00,.....-<....:...... . -;ri-_-< l' EXIST. SURFACE FINISH GRADE TO 1" BELOW EDGE OF WALK MEDIUM BROOM FINISH CONC. WALK EXPANSION JOINT 1 -1/2" RADIUS VERTICAL CURB PAVING REPAIR OF PAVEMENT NOTES: 1. ASPHALTIC CONCRffi PAVEMENT SHALL BE MECHANICALLY SAWED AND ALL SURFACES TACK COATED. 2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND THICKNESS; WITH MIN. OF 1-1/2" ASPHALT F.D.O.T. TYPE S-3. 3. BftSE MATERIAL SHALL BE PLACED IN 6" COMPACTED LAYERS TO 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T -180, LAB REPORTS ARE REQUIRED. 4. BACKFILL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED LAYERS TO 100% OF MAXIMUM DENSITY ftS DETERMINED BY MSHTO T -99, LAB REPORTS ARE REQUIRED. 1III HU ):~," .-:":'<:,, ' COMPACTED nLL II11 ~~ IJU ,;,::T ~ .J .... OR UNDISTURBED ~= ; ,: ,',. SOil -- ---. ~:-~J:' _ . lJU :/' ~;, :::1111 - -; r:" 1111-=:- 111/ ~~';.~: '=:=~ III ~1I11 REPAIR OF PA VEMENT CUTS N.T.S. :2 <( o LO ,:..: ("') o ..... N.T.S. '<t o o N m N m 0) ~ '0 ~ ro Q) o -- - ro .- lJ) :> .!!! Qj co ro -l - o CD '<t o -- lJ) 1:5 Q) 'Q ~ Q.. o <( () o - ::l <( '<t o o N ~ X HANDICAP PARKING STRIPING DET AIL NTS BASE EACH PARKING SPACE SHALL BE CONSPICUOUSLY STRIPED IN BLUE AND WHITE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE- GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILLlTY AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY". SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED & MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION AND A.DA NON TRAFF1C GRATE ELEV. 4.0 2'-11 3/16" L.3"x3"x5/16!..... . X X X X X ~ 10 X X X X X '" I )( )( N X X X )- ~ 18 SPACES 03/16"x2" FBx55,,'" 19 BARS o 1/4"x6" FBx40"'" STRAIGHT: 2"x3/16" RETlCUUNE: 1 1/4"x3/16" FOOT INDEX 1232 / 15" RCP INV. ElEV, 1.5 CONTROL STRUC~ N.T.S. PLACE SOD 1/2" BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING ~,,--- POSITIVE DRAINAGE '//^'WI/^\\V//^.....'\fllt\ ",:^\\\ ~ COMPACTED GROUND PLACEMENT OF SOD A T PAVEMENT N.T.S. ROOF DRAIN FIN. GROUND ! UTILITY (i.e, SANITARY SEWER, WATER SER\I1CE, ,," '" , FIRE LINE OR STORM DRAIN) BY SITE CONTRACTOR TO 5' FROM BLDG. ~'W UTIU1Y WITHIN 5' OF BLOG, BY PLUMBING CONTRACTOR. nNAl CONNECTlON BY PLUMBING CONTRACTOR UNLESS OTHERWISE COORDINATED BY THE G.C. UTILITY CONNECTION AT ALL BUILDINGS N.T.S. ~ MEDIUM BROOM FINISH CONC. WALK r FINISH GRADE TO 1" BELOW EDGE OF WALK 2' lEVEL I SHOULDER I VARIES (SEE PLAN) I ~~ I . SOD' SLOPE 1/4" PER FOOT I ~ SOD "'I="W::\i,'ii~lIl~~':";'" 14~ ':. :~I~~~~i;lf=III~111 "'-- COMPACTED FILL OR UNDISTURBED SOIL WHEN SIDEWAlK IS TO BE REMOVED &IOR NEW SIDEWALK IS to BE ADDED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT. NOTE: PROVIDE 1/4" CONTROL JOINTS o 4'O.C., 5' O.C., 8' O.C., OR 12' O,C. & 1/2" BITUMINOUS EXPANSION JOINTS o 40' O.C. FOR 4' SIDEWALKS, 50' O.C. FOR 5' OR GREATER. CONCRETE WALK DETAIL N,T.S. BLUE BACKGROUND WHITE BACKGROUND WHITE . BACKGROUND to SYMBOL SHALL BE 5 FT. HIGH & WHITE PAINT COLOR 6' MAX. -v, v , '., EXIST. SURFACE SAW-CUT EXIST, EDGE OF PAVEMENT & BftSE NEW SURFACE NOTE: SILT FENCE SHALL NOT BE TRENCHED IN WHERE ADJACENT TO TREES DESINGED TO REMAIN. THE SILT FENCE MUST BE SECURED THROUGH THE PLACEMENT OF FILL OVER THE LOWER LIP OF THE BARRICADE. EXIST. BASE NEW BASE NEW SUBBASE PAVEMENT TRANSITION DETAIL N,T.S. SILT BARRIER DET AIL N.T.S. NEW BLDG, '. , 4,___ fiLL GROUND AROUND BLDG. TO 3" BELOW FIN. FLOOR ELEVATION &. SOD MAX. SLOPE 4: 1 MIN, SLOPE 2% ..'~ ."'! GROUND PREPARATION AT ALL BUILDINGS N.T.S. , ./ -( POST OPTIONS: 2"x4" OR 2.5"DIAM. WOOD; 1.33LBS./FT. MIN. STEEL FILTER FABRIC IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPECS. OR EQUAL EXIST. GROUND PRINCIPAL POST POSITION, CANTED 20' TOWARD FLOW FILTER FABRIC EXIST, GROUND PLACE CONC. SLAB/WALK 4" BELOW flOOR ELEV. EXCEPT AT DOORS REMAIN flUSH. EXPANSION JOINT SLOPE AT 1/4" PER FOOT 10: 1 MAX. SLOPE SOD NOTES: 1, PROVIDE 5'x5'x4" THICK CONe. SLAB o ALL EMERGENCY EXITS. 2. CONFORM TO NK:NE DETAIL FOR PLACING WALKS AT THE BlDGS. PLACEMENT OF CONCRETE SLAB AT ALL BUILDINGS N.T.S. U.S FOUNDRY 7623 COVER TO BE MARKED "SEWER CLEANOUT" IRON BODY FERRULE WITH BRASS SCREW PLUG JONES PLUMB. CO. T 466CSK OR EQUAL 6" PVC 8" MIN. CONC. ENCASEMENT 6" PVC 1/12 BEND 6" WYE . : 4'.' : . 0..... ',<7t;1r ~ PLUG SANITARY SEWER CLEAN-OUT DETAIL N.T.S. 6"x4" REDUCER (IF REQUIRED) GALVANIZED METAL SIGN POST WITH 3/8" HOLES DRILLED ON 1" CENTERS 1-1/2"R 1/2" WIDE WHITE BORDER AND SYMBOL SIaN 8PECF1CA TION8 1. 18"x12" LOGO SIGN 2. 2 SIGN COMBINATION REFLECTIVE SHEETING 3. LETTERS TO BE 1" HIGH SERIES "C" 4. SIGN TO BE MADE OF ALUMINUM 5. POST TO BE MADE OF GALVANIZED STEEL (SEE DETAIL) 6. SIGNAGE PER A.DA REQUIREMENTS . to " PARKIG BY DISABLED PERMT ON.. Y 1" SERIES "C LETTERS 1/2" BLACK BORDER 1.5" 1" 1" 1" 1.5" FINISHED GROUND 3000 PSI CONC. $255 FIE F.S. 318.14 ':.~w 3" 6" 3 FlP-M ~I HANDICAPPED PAVEMENT SYMBOL N,T,S, HANDICAP PARKING SIGN DETAIL N.T,S. SIGN POST DETAIL N.T.S. BLOW-OFF & SAMPLING POINT N.T.S. RETENTION BASIN TOP OF BANK 18. OPENING - TRENCH WALL SOCK . -I- :,00 fiLTER MEDIUM ' ,,7. (SELSPE~S. :'.. 6"PVC ,',' "SHLCl:2}" , UNDERDRAIN FABRIC ..,..,..,..........,.., (SEE SPECS) W/PERMEABILlTY COEF. L IMPERVIOUS MEMBRANE t30 MIL) OF 0,20 CM/SEC (DO NOT PlACE MEMBRANE AT ALL SIDES EXCEPT A OPENING. ALL SEAMS MUST BE WELDED AT THIS OPENING) WATER TIGHT PER MANUFACTURER'S RECOMMENDATION. NOTE: NEITHER #57 ROCK NOR FILTER MEDIA SHALL BE COMPRISED OF LIMESTONE, L1MEROCK OR OTHER CALCIUM CARBONATE AGGREGATE. (SEE SPECIFICATIONS SHEET C1.2) DET AL (3) N.T.S. RETENTION BASIN PROJECTED SIDESLOPE AND BOTTOM OF RETENTION ""7> /" SEE UNDERDRAlN DETAIL FOR DIMENSIONS - TRENCf-' WALL ; (PROVIDE SHORING IF REO'D) '- EXCAVATE , TREN':::H , /, ',,,:,'.' ,', FINE GRADE RETENTION BASIN PRIOR TO TRENCH E.I(CAVAflON, COMPACT BANKS, BERMS TO 95% OF MAX DE~JSITY 2 EXCAVATE TRENCH FOR PLACEMENT OF THE Ut\iJERDRAIN ftS REQUIRED. 3 VERIFY WATER TABLE; WELLPOINT OR PUMP GROUND WATER IF NEEDED TO ENSURE DRY TRENCH PRIOR TO PLACEMENT OF UNDERDRAlN. (A COP'( OF SOIL REPORT MAY BE PROVIDED IF REQUESTED 1S SUPPLEMENTAL INFORMATION ONLY) 4 CONTACT N.E.S. FOR INSPECTION, DETAIL (2) N.T.S. RETENTION BASIN UNDERDRAlN CLEAN-OUT w/18"xI8"x4. CONe. COUAR FLUSH AT SIDE SLOPE. TOP OF BANK \ ~,~<",'v'/' ,', ~'. ,jll" III - BOTTOM OF BASIN 1 COMPACTED APPROVED FILL 6" SOLID PVC w /90' LONG 5WEEP ELBOW CONNECT MEMBRANE TO 6"PVC WATER TIGHT (SEE U.S.!.) S"PVC UNDERDRAIN //'.."-..V//"':-,j' . " FILTER FABRIC :::,::::::,FILTER,':'::, ".; ,:,:,:,:,:,:,:,:,:,:,~E;I?!~,M::,:,:,:,:,:,:,. " ' ::' L IMPERVIOUS MEMBRANE UNDERDRAIN CLEAN-OUT N.T.S. 3/4" SAMPLING COCK GRADE 18" MfN, VERTlCAl CLEARANCE , <D SAMPLING ARRANGEMENT INSTALL 2" PLUG (AffiR REMOVAL OF SAMPLING ARRANGEMENT THRUST BLOCK Note: LOCA TlONS OF BLOW-OFFS FOR WATER SAMPLING TO BE PER PINELLAS COUNTY HEALTH DEPT. ENGINEERING DIV. CLWfR. OFFICE 538-7277 ~ ~ WA::':l ~_r I STORM DRAIN D,I.P, IS USED IN PLACE OF P.V,C FOR A MIN, OF 10' fACH WAY + FROM <l OF WATER MAIN WHEN THE VERTICAL Cl.fARANCE BETWEEN I WATER 4: SEWER lolAfNS IS 18" OR LESS, 18" OR MORE VERTlCAl CL I ~~Y'#~W~ P.V.C. OR V.C.P. SAN. SE\'iER GRAVITY MAIN .llillE; CONCRETE ENCASEMENT OF SANITARY SEWER GRAV:TY MAIN IS NOT PERMITTED, GRADE --~-- . ' 1O~ V WATER MAIN 1'1 ~ 'i11_ 10' MIN. ~ HORIZONTAl ClEARANCE STORM SEWER +- OR SAN, SEWER ~ GRAVITY t.4AJN VERTICAL CLEARANCE HORIZONTAL CLEARANCE WATER MAIN & SANIT ARY SEWER CLEARANCES N,T.S, TOOLED GROOVES 3/8" WIDE, 3/8" DEEP, 3" O.C. TO BE MADE AT INITIAL POURING CURB CURB FLUSH CURB RAMP DETAIL CURB N.T,S, HANDICAP RAMP DET AL N.T.S. .. J ... tJl ". .\1\l .. " ',:1" 'j,'\ , 'il Z '=~ o 00 - 'co,", I- I . . ~\:I L 'lit ~ r- 'lit D: ~ -Do O .... '^ MQ A. .... Z '^ -- Z x~ . .x ~ Uo '" L ~w r- ~... co'" . MWZ I .. "".. ..J# 'lit... ~ 'lIt;c ... ~t Z M I III .... W t - Z o ~ - > Z III . 0 "" \:I ~ Z W'^ - t:'^ Z :;).... Z ~~ . .... .. ::IQ A. D:- ...D: Q "'9 Z QUo ..J# Z ' ~ .ei ...... w. . ~~ "'D: "'. ...w 0... ~'" I NES Comm.: 0460 II I Drawn By: B.J.V. I I Checked By: H.G. I Issue Date: 09/28/04 Revisions: No. Date 11 1 8 04 PER / / I .-~ --_._~.- CI) ..... - <C I- w C w I- - en .....J - > - (.) , '- ." 0;; :<2 Z o=:; " ~- 00 r- l"J ~~ <: ,,-' ); -, ~<' mn:; ::OZ ~ r ~ . ~ zr ~ ( r i-> (J:.. . COMPACTED SUBBASE NOTE: PROVIDE 1/4" CONTROL JOINTS o 4'O.C., 5' O.C., 8' O,C" OR 12' O.C. & 1/2" BITUMINOUS EXPANSION JOINTS o 40' O.C, FOR 4' SIDEWALKS, 50' O.C. FOR 5' OR GREATER. CURB/WALK DETAIL '" c:- c: -t:- ... L() L() r-... (If') . (If') UJ >. -<I: ,.,. 0::: C ~ CO2 en 0::: 0 __ UJ..J > ..... LL. <I: .. ca ~ ffi - :x:..... G) ~~ ~ 0::: 0::: ~ a:a <I: ca "l"""" UJ ...I Q..J N(.) THIS ORA'" ~r IS AN INSTRUMHlT OF SERVICE AND SHAll REMAIN THE PROPERlY OF THE ENGINEER, ..0 HAll NOT BE REPRODUCED, PUBUSHED OR USED IN Am WAY WITHOUT THE CONS Ol THE ENGINEER. <QCOPYRIGHT 200~ ~'OT PUBLISHED C6.1 , '-.) \lrll1~ ~ NOV 18 200~ RAMAHUJACHARI KAHHAH, P.E,#38688 COPIES Of THESE PLANS ARE NOT VAUD .uNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEJ,I BLOWOFF DETAIL N.T,S. TYPICAL FIRE HYDRANT SETTING N.T.S. Hydrant AsseMbly (Typ.) 18' Min. 24' Max. I' Distance Varies Eclipse No. 85-B~ Blow-Off Assy. Including Lockable Cast Iron Box ~2' Brass 2' Brass Joint Valve IJ 0. ter Main Connecting Piece w/lntegrallY/ cast Mech, Joint Gland on ~ one End- D,I, Rota table Mech. Joint Gland on Other End, ~ 90. Bend ONL Y APPROVED Kennedy Guardian No. K-81A Muller Centurlan No, A-423 U.S, Pipe Metropolitan /valve Box c x ~ I Cu Tapping Sleeve 8. Valve By City, Fee by Owner or Contractor / "-- Restraining Joint <T yp,) Restalner Pl/ Per Detail No, 403 CITY OF CLEAR'WATER, FLORIDA ENGINEERING DEPARTMENT B,V.D, DID<EII rt ...n: 01/15/92 INlD 111 404 1 IF 1 tIEV. 1M T[ BLO'WOFF DET AIL NOTES. 1. All Fire Hydrants to have 5 114' Valve Seat. 2, See Index tt 407 for Jack 8. Bore Deto.lls, R!EV. BAT[' JlESCRlPTIIJO N'f'. G,C.H, .~ /oi'\~ 1,,;' ~ 1hIn1ltlon ~~ "'~~ , ~~V A II- ~S1 WInvoRan'yJ, Remove Curb If Exlstln 7&Cleanout Plug -- -- Pad 4' 1'-6' Sq, Exist Conc Drlve R.O.W, LIne TYPICAL DRIVEWAY CROSS SECTION Concrete Thick x PLAN VIEW Plug (See Note) ~-e 01::8 6' or 8'- 118 Bend II'. 4' Mln Residential Street l' Clt R W 5' Mln Arterial Street 2' County R Remove Bock of Curb on Stole or Vertical Curbs with 0 vertical Sow cut or Remove entire Curb and Replace os Port of Sidewalk Romp, c"- -00 ::Ii::li Q. . . 0 ,., '" >- m Sewer Main 1/4. per Foot Modlf1ed and Volley Gutter Curbs join exist bock of curb / 12. ,~Textured Surface 1. c::::::=-- Max Slope r.:;, _ " _,' ,.', - ,,'. {--" . - - - .' ...~..~~~: .1- ....-.. . Remove to on , 1/2. Expansion Joint even joint or sawcut __'-':.......: ;-.-';,.4I',:",-:.':'-Jll:..:-;- Bock of Curb 3000 psi Conc 4. Thick, Constr. 6. Thick at Driveways with 6x6 110 Welded Wire Mesh, See Note 7, SECTION A-A SECTION B-B DET AIL CLEANDUT NOl!S: I. PrcMde Tooled JoInto At O.ton_ Motchln; Tho WIdth. A100 Ploco E>cponolon JoInto At om.wo~ 2. If Some Phyolcal Obetructlon Ex.to ....Ich P......,b1 The Plocln; Of 51_0"", Ae Shown. Contact The En;lnoer1n; OMolon For A1ternoto location, 3. Wooden And 00.- Spa"," WlI Not Be Permitted In SId..oIko Or Orl...o~ 4. No Cootln;o Of Any Kind WlI Be Permitted On Concrete S1d_ Or 0_)01 WIthout Speclflc ApprcMlI Of Tho CIty En;In_. 5. All Concreto ShoO Bo 3000 pol MIn, 0 211 Do~ II. Concrete Surfaco to bo UQht _ Flnlol1, 7, Concrolo O_y Conotructlon 011011 be e' thick w 1Ix8/IOxIO W,W.F.. II. Rompo Sholl HlMI 0 Toetlo Surface, Toxturod to 0 Depth Not Exceod1n9 1/1l" by UR of Temp or roI.- In Conformance wfth Roqulrom.,to of FOOT Roodwoy and TfOffIc DeoIcJn Stondcrdo. Dotal 304 Or M~ Recont Mod1tlcotlon.. N.T,S. CITY OF CLEAR'WATER, FLORIDA ENGINEERING DEPARTMENT ~'f' rt TYPICAL SIDEWALK I"'~ J\/R 0€DCElI rt CONSTRUCTlON AND IIOI[J( IU Tii";,. rt RAMP DEl AIL lOll CJoI,H. I OF 3 I! 1I915 o.cIdIrd ncrW urJ3 ~ ~ cut ~. MTr IESCRPTlIIt N'f', :2 <( ~ 2 1/2" Bross Valve / W/1-1/2" Fire Hose Connection f'- ~ LO n en ~ o o GJ --------- OCJ --------- c ~ ::i; ::i; ~ 2-1/2" 0.1. CL. 52 ~ 4" x 2-1/2" Reducer . . OlD I I NN 18"x18"x6" THICK CONCRETE PAD . .' 0> S \J (!) Thrust Restraint (Typ) Per City of Clw. Index No. 403 o (]) m c ~ b"FIRE LINE ID PVC C-900 I C\l '- Ebbo 1500 Series (Typ.) Per City of Clw. Index No. 403 o -<-' (]) o /' 6Th,".t Re.tco;nt (Typ) Per City of Clw. Index No. 403 o -<-' (!) > o -.J ------ o tD ~ o /' (!) -<-' u (]) o L 0.. o <( u o +-' ::J <( 'i' o FIRE DEPARTMENT CONNECTION NEAR SEAWALL N.T.S. IIEJtllII'11IJN CITY OF CLEAR'WATER, FLORIDA ENGINEERING DEPARTMENT B.V.D. TYPICAL HYDRANT 05;t~/93 attICEII rt SETTING IIOI[J(JI1 PPING SLEEVE L VALV 402 BY CITY 41F4 N'f', ~ C\J "- LI' 95/8' 'I W/////~ t IF~ L ~13:~2'~ 518' 7/8' -I CLEANDUT PLUG DET AIL N.T.S. NOTE. Cleanout plug to be U.S, Foundry 7621 or equal. ~, Mn: N'f', A lHDCDl IT ......J.s, T .CoJ. JIDalIPTIIJI ~6'~ <<: ~ NOTES Tr.mch backfilled In 9' cOMpacted layers, Density taken every 300 ft, 2 Base May be replaced with Asphaltic Concrete .Ith prior approval of City Engineer, 3 On longitudinal Installation requiring resurfacing full width of paveMent, finish base to Match existing paveMent surface and priMe, Then resurface as directed by the City Engineer. 20' Mln, <s.. Now) 5' Mln <s..1loW Varies ~ Inlsh To Existing Surface 'WIth PC III Asphaltic Concrete % " Thickness of Original + 2' MiniMUM Thickness 8' 12' 12' Undisturbed Trench Side ~, CITY OF CLEAR'WATER, FLORIDA ENGINEERING DEPARTMENT ~~~rt STREET REPLACEMENT 7~~ DtFDD rt FOR UTILITY AND IIOI[J( 111 G.L.B. rt DRAINAGE CUTS 10:1 CJUl 1 IF t ...n: DE:SalIPTDl N'f', ~ Finish grade to allow 0.4' Min., 1.0' Max, fall frOM property line to back of curb. R/IJ I t i 6' Service Lateral Main NOTE' All Materials to extend 5' beyond back of curb or 20' frOM centerline of street, whichever Is greater. ANY VARIANCE MUST HAVE IJRITTEN APPROVAL OF THE CITY ENGINEER, SECTION DUCTILE IRON PIPE RlSTRAINT THE FOLLO'WING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS' 1. BEND - INLET AND OUTLET 2. TEE - ALL BRANCHES 3, OFFSETS - INLET AND OUTLET 4, CAPS 5. PLUGS 6, DEAD ENDS 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS Restraining Gasket <T~ ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG, L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) * = C[]NTACT ENGINEER FOR VALUES FIGURES BASED ON 30' BURY DEPTH, 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO POLY 'WRAPPED PIPE L Thrus '; Restraint <Typ.> DO NOT USE FOR VERTICAL OFFSET NOM. PIPE SIZE 4 6 8 12 16 20 ELBOIJS (deg.> VAL Vl TEES BRANCH 18 30 42 * * * THRUST RESTRAINING DIllE 9/02/99 ~r" 2OF2 DEAD END 30 42 54 76 97 117 NOTE. THRUST RESTRAINT ON SLIPJDINT DUCTILE IRON PIPE SHALL BE U, , PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST-G IP GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FlTTINCS. 11.25 2 2 3 4 5 6 22.50 45 90 3 7 17 5 10 23 6 12 30 8 17 42 10 22 53 13 26 63 r 1; ~":b.BY lH:CICfD BY N'r. ~.BY CITY OF ClEARWATER, FLORIDA PUBUC WORKS ADMINISTRATION ENGINEERING IWY~ DAlE -- Flow ItllD 'J) r Brass Nipples I <Typ,) Backflow / Preventer '- Tapped Flange ............,- Ball, Valve 90. Brass E/ ~, 90' Brass Ell BYPASS DETAIL ApprovedllE Backflow /preventer ,_Resilient Seat / OS &. Y Valve /Flanged Tee /' ~ Flanged 45' Bend Resilient Sea t OS L Y Vo.IV~ Flanged Te~ Flanged 45. Be~ ~, o Flow Supports TYPICAL COMPOUND ~ATER METER SET M,J, 45' Bend/ NOTE:' 1. 0 SLY Valve Handles will be Chained and Locked, 2, Meter Sets will be Painted After Installation, 3, Bypass Pipe L Fittings Shall be Threaded Brass, 1/97 ~,'f4~6') TCJ IDCllII"TIIlN N'f', B,V,D, rt CITY OF CLEAR'WATER, FLORIDA ENGINEERING DEPARTMENT H..P rt SERVICE LOCATIONS IIIEY. MTt: G.c.H. 1lI\n: 6/30/94 ""for 11F2 lIE APPROVED R,P. DEVICES Hersey-Beeco Model 6CM AMes 5000 SS 'Watts Model 909 or 009 Conbraco 40200 lIE APPROVEI: DOUBLE -CHECK VALVE Hersey-Beeco Model No, 2 AMes 2000 SS 'Watts Model 709 or 007 Conbraco 40100 CITY OF CLEAR'WATER, FLORIDA ENGINEERING DEPARTMENT TYPICAL COMPOUND 'WATER METER SET 45' RISE 3',4' and 6' MODELS REV. MTt: DESCRJPTIIJrf ...... 4OF5 .J t ; ,':'.' r ...,,<.... .. J ... \ij ". .~ .. EB #5936 ... 1 i Z ~~'" M<. o~.oo::. -: CO u . ~:','~~\ ~. ~ z'~~ I- ,~~ 2:; c: -A.' O .... '" ,.." A. .... Z '^ -- Z x~ . .:1: c: ... u L ~III r- ~... CO:: · ~Z Moo ~... ~~ t:~ ,... ....11I - ... . I- Z III ~ Z o c: - > Z III . 0 M " ~ Z III 11\ - t: 11\ Z :;).... Z v:~ . .... ... :0 A. ~- ...~ Q "'9 z 0'" ~ Z .. ~ .m ... ...... III. . ~~ =.~~ ~ "'0 III . \I ~~' .~ :-~~..J:::" ;~.",1~.: l~' I NES Comm.: 0460;'~\~' I I Drawn By: B,J,V, I I Checked By: H,G, , I Issue Date: 09/28/04 Revisions: No. Date Descri tion 11 18 04 PER ORe / / ;~\J ';, . .,.....:'.' ':~..: ~. . ~~ . : .' ..~.~.\;,. J: ' ,1\;'(" ~"'-. 1 ';,..,-, .' ~, ) ~Z14\. . , '. ,0. '. 'I. ., CI) ...I - ~ W C w I- - CI) ...I - > - (..) ,~ O~ ~? e~ -rffi a:-Cf l;!Jrn ;;6' .:t7 . <,~' ~\,~ ~~ mm ^'Z -t z CJ <: :::0 m () m :< m o . ~ . , ,,' : .-.-. co "-.) c::J c:::J .... ~ ,I, . .', '~t." It) ." It) .." !~;:;. ,~ '>~~i wM;t~, > -:'~'liW - '""'" '\1J~~ e:::: c '1"1'11'. ,\.,*, C-'...., e::::.. ' en e:::: 0 __ W--I > t- LI.. 4; ,', ~ ,'. #PI ~ f~:r ':~,;iL:> ,,, 1= /"'.'''' - :J: t- "'<; - <C. ,', Q) Co:) 3: '/'. ~ ~.~ ;'::' -I ~ ~ ~t):,;. ),~., ,. f f' f "" f. , t 'l .\ [ ,f .- ;,!,::~' 'j "", ),", ; ,..... " :,: .~i, ,I ,'tit ! :',: to: K..: r r,'. f.~'; (~.; r' ,,> r.: i '".t I . ,:,' ..... ~ . . >f :' THIS DRAtjl::: ,~ INSTRUMENT Of SERVICE AND SHAU..". THE'PROPERlY OF THE ENGINEER, ,. NOT BE REPRODUCED, PU~ OR' USED IN,ANY WAY WITHOUT THE CON f TH ENGINEER. '_ CCOPYR1GHT 2004 NOr PUBUSHED - 11rw-~ .~OV 1 8 200+ ..1 f' " . RAMANUJACHARI KAN~~J P {~~8Jh COPIES OF THESE PLANS ARE' NOT VALID/UNLEss . EMBOSSED WITH THE SIGNING 'ENliINE:f:R'S SEAL'.' , ,Y'q.-, ,\' 30'-36' or as Directed by t e City Engineer ns ... ",,:?/~t.;; C6.-2 ,~,:~~ .,~; ,::;'ifi ;. ,"',.."!p , ',:ir ~1.; HABITAT MANAGEMENT AND LANDSCAPING PERMITS. 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN ORDER TO PROCESS THE PERMIT. b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE MATERIAL. c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED. TREE PROTECTION AND PRESERVATION. TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION DRAWINGS. 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. LANDSCAPING 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE MONOTONY OF UNBROKEN EXPANSES OF PAVING, TREES MUST NOT BE PLANTED WITHIN MAINTENANCE EASEMENTS. 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF. 3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER, WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE. 4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY IMPAIR NATURAL GROWTH. 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE- MENTs OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA. 6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLE. 7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER, 8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2" CALIPER AT TIME OF PLANTING, 9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING, PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF 3' IN HEIGHT. 10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. TREE & SHRUB PLANTING DETAILS 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NON BIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS TO PREVENT CAMBIAL DAMAGE. 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL. 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED SUITABLE FOR PLANT MATERIAL INSTALLATION. ~ -..... ~ ~ y.." - ,- )I....SC -t' , . 01;: '~--, ------- e" S"'1v ~~~-t " 11';. . S", 11v'vi11. E:( lv, 41f-t , E:( . 1'<9 o.e< ---~ ------=::::: ~ ---~~.- ~-------- ~ W"'ltJ lJ Ii' -if, Sf:, 171..1l'y'-"l11v !,.(E:lvr ~ CLEAR\VATER HARBOR UNPLATTED ~ EX. RETENTION POND #1 TOP EL.S.1 BOT EL,3.6 Qua.ntity SYMbol Scientific Na.Me COMMon Na.Me Code Na.Me Pla.nting Size 11 4) NeriuM olea.nder Dlea.nder Tree DL 2" ca.l.) 10'ht 58 8 NeriuM olea.nder 'petite' Dwa.rf olea.nder PP 3-Ga.l)24'x24' 108 0 Tripsa.cuM Da.ctyloides Fa.ka.ha.tchee Gra.ss FG 3-Ga.l)24"x24" 4 Q) Phoenix syl vestrus Syl vester pa.lM SY B & B)10'ct 74 - Podoca.rpus Ma.crophyllus Yew podoca.rpus PM 7 Ga.1.)48Nht 26 0 Sa.ba.l pa.lMetto Pa.lMetto SP B & B)10'ct+ 69 0 ViburnUM odora. tissiMUM a. wa.buki Awa.buki ViburnUM AV 3-Ga.l)24"x24" 54 0 ViburnUM suspensuM Sa.nda.nkwa. viburnUM VS 3-Ga.l)24'x24" -0 SHRUB 3" Minimum Mulch 3" Soil Sauce,' Remove Container From Roe,thall Planting Soil : ',;xture Existing Soil PLANTING DETAIL N.T.S. NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. For Cabbage Palm Installation: Trim All Fronds at Time of Digging and Planting For Washington Palm Installation: Leave inside row of fronds Tie up with biodegradable twine .... .r; 01 'ijj I ~ c ;J L f- L o Q) o For Cabbage Palms: All Trunks to be Smoot;. and All Bum Marks Brushed "way For Washington Palms: Leave 011 boots on trulIl 2 Layers Burlap Pod at Support Contact - No Nails in tree Wood Wire Tie 2" x 4" Broce (Yellow f'lI1e) Space Three at 120' Typical Remove after one growing season. 2" x 4' Stoke (Yellow Pine) Three Feet Long Remove after one 9r"'/in9 season, Saucer Rim Finish Grade 3" Minimum Mulch Rootball, 16" Minimum Radius From Trunk Washed-In and Tom Pel' Planting Soil Mixture Existing Soil PALM STAKING & PLANTING DETAIL N.T.S. CROWN SPREAD NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ~ C) G:i J: Remove Dead and Injured Twigs, Trim No Leaders, Retain Natural Shope. 3/4" - 2 Ply Reinforced Rubber or Plastic Hose White S\lrveyor's Togging Tope, 6 Length ~ ILl () 3 - 12 Guage Galvanized Wires Spaced 120 Around Tree and Set At A 45'Angle With 3- # 68 Duckbill Anchors Or Equal Remove after one growing season, Mound To Form Saucer 3" Minimum Mulch Loyer Remove Burlap From Around Top Of Ball Planting Soil Mixture Provide 0 minimum 5'x10' unobstructed planting area TREE STAKING & PLANTING DETAIL N.T.S. SCALE. 1-.20' 20 o 10 20 '" J ... \ij " .~ .. EB #5936 ,;}l'~~~t: " \'."".~:)\~. =#r,.;j' Z .~ 0 t ,( 0,'0, L: "10 \I i~; r- _ .,~ ...", .~z'" .. ;,... - . ,',I U , .... Di: (~' .. ." 1'4 A. ~, O .... V\ :.' -~'^ A,..z' V\ )(- Z .t . ' Yo ::c ~ ~\I L.. 10... r- co... 1'4V\ . A'" ~z .. ~ .. .' . ~, .. ;:;( .~ z ~t' 1M -~ t z 0' ~ - > I' z 1M ;~., , , ~t~:~' " , , ; o . '" ~ ~... Z t- 11\ -11\ - :;).... Z V\ '" '" z..:. .t:I~ .. Di:- A, t- Di: V\O Q ~it Zz.. . .~ ..~t- >. · ~ ~1O .. \I Di: '" -.....~ > 0'" 11\ \i1O~f9 I NES Comm.: 0460 I I Drawn By: LB. I IChecked By: H.G. I Issue Date: 09/28/04 Revisions: t~o. Date Descri tion Ii' 7i 6 D _6 u D Ii _6' D / / ,~, eI) Z 0 0" - I- -> :<2 ~ 02 z -n2 0 (.) ()G> <: - '-0 f--' LI.. ~~ ex:, - "-' (.) ~~ c;::) c::;, ...",.. W mS ;om D.. \.._- . 2 -I eI) ~ Z c:c LO ...J LO ...... D.. M . M W UJ >. ~ -<( CO O:::C - CO:: CI) ... en 0::: 0 W __ UJ...J > I- Ll- D.. <( '" c:c CO ~ ffi (..) - :I: I- eI) -C)<( CD - 3: C CO 0::: 0::: Z a:.<( CO ~ UJ c:c ....I O...J N(.) 40 ...J BUTLER'S NURSERY, INC '':, 7011 75TH ST N PINELLAS PARK FL. 33781 PH 727-544 -0445, FAX: 727-541-5027, E-WAIL:BUTLERSHURSERYOWSHl'COW DRAWN BY: RON BELKO CHECKED BY: CHUCK BUTLER L 1.1 ir:""" < "-- ~:.,;.'.: " SECTION 8. TOWNSHIP 29 SOUTH. RANGE 15 EAST. PINELLAS COUNT'1:~. FLOH,IDA LEGEND --- 70' --- (P.e.SS;e~~~OI^lG J ' PGs L.INE .3.., < '33) _____ R-925.00' A-13.911 ~ ---- CHD.-13.91'<D8cM) CB-S660 48145I1E<D8cM)~ ~~? ~ '\ TB~o, 2 Y ____ EL.- 4.00 ~ ~ SPKND ":>' ?J" ~ Q ~ <f l> Iio o . 1it- ~ DENOTES EDGE OF PAVEMENT & BACK OF CURB ~ .. DENOTES GROUND AND PAVEMENT ELEVATIONS FCM ~ FOUND CONCRETE MONUMENT FIR .. FOUND IRON ROO FCIR - FOUND CAPPED IRON ROD FIP - FOUND IRON PIPE FPIP - FOUND PINCHEO IRON PIPE FN/D - FOUND NAIL AND DISK R .. RADIUS A = ARC DISTANCE CB z CHORD BEARING o z DELTA ORB - OFFICIAL RECORDS BOOK PG .. PAGE PB ~ PLAT BOOK (P) = PLAT (M) .. MEASURED (F ) .. F I ELO (R) .. RADIAL (C) .. CALCULATED ( 0 ) .. DEED FND = FOUND LFF.EL. .. LOWEST FINISH FLOOR ELEVATION WM .. WATERMETER RM .. RECLAIMED WATER METER BFP .. BACKFLOW PREVENTER LP = LIGHT POLE 10 = IDENTIFICATION INV. .. INVERT SPKND .. SET PARKER KALON NAIL & DISK FPKND .. FOUND PARKER KALON NAIL & DISK LB = LICENSED BUSINESS CONC. - CONCRETE CMP .. CDRRIGATED METAL PIPE OHW .. OVERHEAD WIRES PT .. POINT OF TANGENCY PC = POINT OF CURVATURE PRM ~ PERMANENT REFERENCE MONUMENT R .. RAD IUS ~ DENOTES UNKNOWN TREE .. DENOTES PALM TREE. SIZE AS NOTED = DENOTES WOOD POWER POLE .. DENOTES GUY WIRE & ANCHOR .. DENOTES SEI PARKER KALON NAIL AND DISK. LB 69Z8 ~ DENOTES.X CUT - DENOTES NAIL .. DENOTES IRON PIPE .. DENOTES CONCRETE MONUMENT ~ DENOTES PRM ---~ ~ ----- '-......... '-......... P.O.B. NORTHEAST CORNER OF LOT 23 P.B. 27, PG. 32-33 WESTERL Y LINE OF LOT 24 EASTERTL Y LINE OF LOT 23 LINE LOT 23 TBM No.1 EL.-4,57 SPKND ~ 0 N . .- 20'e (P.e SEreA, UIL.Ollv '-......... ' 27 Ck G , PCs L.llvE '-......... .32 '-......... '33) '-......... '-......... SOUTHEASTERLY 0 20 40 S 30' CORNER OF LOT 23 I r- 1 (P.e EreA, DOCk ":>7 . 27 Ck 10 ' PGs '-livE , 32 '33) 5.22'(P) N2Y 37'05"E R-45.00' A-37.551 CHD.-36.471(P8cM) CB-S420 28136"E(P8cM) ~ OHW ~ ---- ----- --- R-815.00' A-9.231 CHD.-9.231(P8cM) CB-N660 42'23"W(P8cM) --..... A PARCEL OF LAND LYING IN SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA. BEING FURTHER DESCRIBED AS FOLLOWS: LEGAL DESCRIPTION: ~ ~ LOTS 24, 25, AND 26 OF BAYSIDE SUBDIVISION No.2, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGES 32 AND 33 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND THE FOLLOWING DESCRIBED PARCEL OF LOT 23: ~ ~ LOT 27 VACANT 7 ~ ~ BEGIN AT THE NORTHEAST CORNER OF S~D LOT 23; THENCE RUN NORTHWESTERLY, ALONG THE NORTHERLY SIDE OF LOT 23, 3.43 FEETY; RUN THENCE SOUTHWESTERLY TO THE SOUTHEASTERLY CORNER OF S~D LOT 23; THENCE RUN NORTHEASTERLY ALONG THE EASTERLY SIDE OF LOT 23 TO THE POINT OF BEGINNING; BAYSIDE SUBDIVISION NUMBER TWO, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGES 32 AND 33 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. CONT AINING 0.514 ACRES MORE OR LESS, ~ ~ ~ NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH RIGHT-OF-WAY LINE OF BRIGHTWATER DRIVE. ACCORDING TO THE MAP OR PLAT THEREOF. HAVING A BEARING OF SOUTH 66022'55" EAST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. BENCHMARK - PINELLAS COUNTY BENCHMARK MAP No. 155. BRASS DISK IN CONCRETE MEDIAN. STAMPED LP-15. ELEVATION = 4.981(NGVD 1929) - 0.791 = 4.191(NAVD 1988). 4. THIS SURVEY WAS BASED ON A TITLE COMMITMENT PROVIDED TO OUR FIRM BY CLIENT RICHARDS. GILKEY. FITE. SLAUGHTER. PRATESI & WARD. P.A. PER TITLE COMMITMENT No. 864-588941. DATED: DECEMBER 4. 2003 @ 11 :00 P.M. BY COMMONWEALTH LAND TITLE INSURANCE COMPANY. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 5. ALL PROPERTY CORNERS ARE SET CAPPED (5/8") IRON ROD. LB 6928 UNLESS OTHERWISE NOTED. 6. FLOOD ZONE INFORMATION: COMMUNITY PANEL No.: 125096 0102 G FLOOD ZONE: ZONE A12 (EL.11) REVISED MAP DATE: SEPTEMBER 03. 2003 7. I HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FOURTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-8. FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION 472.027. FLORIDA STATUES. ~ *10" \! " ~ ~ ,\ '-......... 3.3 --- -- --- R-155.00' A-68.23' "" 9~ - - --- CHD. -67 .68'(P8cM) - \ CB-N530 46113"W(P8cM) rk' '1" ":>' ,,:>' .... ~ CLEARWATER HARBOR ~ ~ ~ UNPLATTED , --..... ~ ~ --.... CERTIFIED TO: --- --- --- LABELLA VISTA OF CLEARWATER, LLC - - REGIONS BANK HARPER, KYNES, GELLER 8< BUFORD, P.A. COMMONWEL TH LAND TITLE INSURANCE COMPANY RICHARDS, GILKEY, FITE, SLAUGHTER, PRATESI 8< WARD, P.A. 3 ADDED TOPOGRAPHIC & ELEVATIONS TO BOUNDARY 2 REVISE LEGAL TO MATCH TITLE COMMIT. 03/12/04 1 ADDED CERTIFICATIONS DATED: 03/11/04 NO.: REVISION BAK BAK BAK BY: LOTS 23. 2~. 25 &: 26 BA YSIDE SUBDIVISION No.2 FOR: ROGERS BEACH DEVELOPMENT.INC, 200 BRIGHTWATER DRIVE. UNIT 2 CLEARWATER. FLORIDA .3.3767 KLEIN & STAUB SURVEYING, INC. PROFESSIONAL SURVEYORS AND PLANNERS BOUN"DAR Y .& 8016 OLD COUNTY ROAD No, 54 TOPOGRAPHIC NEW PORT RICHEY. FLORIDA .3465.3 OFFICE: 727-8.34-8140 FAX: 727-8.34-8150 SUR VB Y LB 6928 LA~~~EL WO K: APRIL 03. 2004 B~CE A~uKLE;N;-~ ~2~.--.~g~/04 FLORIDA REGISTERED SURVEYOR NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSEO SURVEYOR AND MAPPER SCALE: 1"-20' FIELD BOOK: E6 73-75 DRAWN BY: BAK PAGES: CHECKED BY: XXX JOB No. : 040007.2 SHEET No.: 1 OF 1 ---- I - - - --........... -- . -........ - I - -........ ~ --~, . , """ . I ~, ( ) '...... I POOL & JACUZZI - SEE CIVIL -- -------------------------------------------~--~ I I ~ CONC. WALK - SEE CIVIL . -, . . , , ~ . I I . . --}---- '0<) , I . .. I __IJLOUlL.O~BQl!l; _.- _ --11-- I I - -.-- -------.[~ -- 1--__ ---- N . - 7' 3" ~ 7'-6" I~ . I '" 6'-0" . 5'-9" . PATIO CL[Nt PATIO I I 1::> . WATERSIDE BALCONY 8',,30' WA TERSIDE BALCONY 8',,30' WA TERSIDE BALCONY 8',,30' WA TERSIDE BALCONY 8',,30' WA TERSIDE BALCONY 8'x21' WA TERSIDE BALCONY 8' x21' (3) 4'O"x68 SLIDERS (3) 4'O"x68 SLIDERS (3) 40 x68 SLIDERS (3) 4'O"x6'8" SlIDERS MASTER 13'7"W,xl ~'9" GREA T ROOM lJ'8"W,x2J'10' GREA T ROOM 13'8"W,,,23'10" GREA T ROOM (3) 40 x68 SLIDERS (3) 4'O"x6.8 SLIDERS (3) 4'0 x68 SlIDERS (3) 40 x68 SlIDERS . o I Go DINNING ~ I ~ ~ ~ ~ ~ .~ <{." .~ <{." 1I'l-.J -.JIO 1I'l-.J -.J1I'l (/) (/) If) (/) KI TCHEN KITCHEN 13'8"WxI6'1" 13'8"WxI6'1" 2'10",,6'8"PKT, BEDROOM PR.2'10" ,,6'8 PR.2'10" ,,6'8" BEDROOM 11'S"W,xI4' BEDROOM II'O"WxI4' BEDROOM 11'O"Wx14' MASTER 1 J'7"W,xl ~'9" MASTER 13'rW,xl ~'9. BEDROOM 11'8"W,x14' BEDROOM 11'8"W.xI4' 28'-4" "" 28'-4" 28'-4" BREEZEWA Y STAIR GREA T ROOM 13'8"W,x23'10' GREA T ROOM 13'8"W.x23'10" o f') PR,2'10. ,,6'8 ~ 19~' BEDROOM 11'0"WxI4' BEDROOM 11'0"Wx14' 1 ST LIVING LEVEL - 2ND FLOOR PLAN SCALE = 1/8- = 1'.()- LJ2"t \ 32 ~ '1> -17 '2 0- ..,,2 ()G'> '-0 ~~ ~~ '"-4~ mm ;:OZ ~ WA ERSIDE BALCONY 8'x3O' (3 40 x68 SlIDERS (3) 4'0 x6 S SlIDERS (3) 4'0 x6 S SlIDERS (3) 4'O.x6'8. SlIDERS MASTER 13'7"W,xl~'9" MASTER 13'rW,x1~'9" GREA T ROOM 13'8.W,x23'10. s ~ :t-\ GREA T ROOM ).-1.1' 21'-2" o "j '" ~7,151 .PI<T, o I 13'-10" BEDROOM PR.2'10" ,,6'8" BEDROOM II'S"W.x14' BEDROOM 11'S"W,xI4' BEDROOM 11'0"Wx14' 28'-4" 28'-4" BREEZEWA Y "" - I -1-- -,-- o ()lUl[ -- 7-1. \ 1 ~~$ I I tt" 8 ' 1-' STAIR l- 7.1( 1- IIs,S-~~ 2..-1,\1 ',(lJL ~ ~ ') I 2 . -sf 4 -- -~ I 14- 8. t 7 '~" 1.- S+ -t~ m k/-kl 2--- 4-lP I . () I _ Le"~ \ z.. . I in ;0 :z m C) () "- f--" m '--- - "-J < C) t:::) ~ m 0 r B;' Revisions Date '- ~ " (J c: - ~ ::J +-' (J Q) :t:: E 8 .s= ~~ ~ i NQ) (00)0 Q)LO~C: u > t'--- "';- 8. .5 <(~~CI) il!! ~~~~N ~ 'C N'0' ~ ~~~8~i ~ o.s![5o j ~ en tV a::: ..c: '2 ts LO ~<(e . ~Nmc:n~ J ..c: ~_~Q) e ()~O <( ~c: 0 N8. t'---CI) ~ ~ ~ < en Q) +-' CO "0 o CJ) CJ) < "'C c: CO .... Q) (J c: Q) C- en C> c: c: c: m a.. <( <t ci w Uco zo w,.... a....~ (/)(3 .0 '0:: z<( W I a.... w ..... (/) z <( ..J CJ) n.. 0 0:: 0 0 0 Z ..J 0 ..J U. () U. 0 - Z WI <( >u N t- -<( ..J O::w CJ) Oce w - > > a:: 0:: W <( Ww ..J J-J- (!) ....J ~~ ....J Z - W > I 0:: - CO (!)<( ..J m -w .... O::..J en ....J ceu ...... Drawn COB Check Date SEPT. 28, 2004 AS NOTED Scale Job No Sheet: P2 WA TERSIDE BALCONY 8'.30' WA TERSIDE BALCONY 8'.30' WA TERSIDE BALCONY 8'.30' WA TERSIDE BALCONY 8'.30' WA TERSIDE BALCONY 8'.30' (3) 4'0".68 SliDERS (3) 4'0".68 SLIDERS (3) 40 .6 8 SLIDERS (3) 40.68 SLIDERS (3) 4'0".68 SLIDERS (3) 4'0".68 SliDERS (3) 40 .6 8 SLIDERS (3) 40.68 SLIDERS (3) 4'0".68 SliDERS (3) 4'0".6 8 SLIDERS Go ~1..' I ;.... MASTER GREAT ROOM GREA T ROOM MASTER MASTER GREA T ROOM GREAT ROOM MASTER MASTER GREA T ROOM 1.,.\1 13'7"W. .,50'9" 13'8"W..23'10" 13'8"W,.23'10" 13'7"W,.15'9" 13'7"W..15'9" 13'8"W, .23'1 0" 13'8"W,.23'10" 13'7"W. .,5'9" 13'7"W, "5'9" 13'8"W,.23'10" MASTER MASTER 21'-2" o e [Z] ~ BEDROOM #2 .. BEDROOM 11'8.W,.1.' 28'-4" STAIR WAll.. BELOW COUNTE ~~ .~ 1ll...J (/) ~Zr') <(.x ...Jill (/) KITCHEN 13'8.WxI6'1" ~~ .~ 1ll...J (/) ~Zr') <(,X ...Jill (/) KITCHEN 13'8"WxI6'1. PR,2',0" .6'8 PR.2',0. .6'8" PR.2"0" .6'8 BEDROOM 11'0.WxH' BEDROOM 11'8"W..'.' BEDROOM 11'8"W, .14' BEDROOM 11'0"W.H' BEDROOM 11'O"W.'.' BEDROOM 11'O.W.14' 28'-4" 28'-." BREEZEWAY .. 2ND LIVING LEVEL - 3RD FLOOR PLAN SCALE = 1/8" = 1'-0- ~~ .~ 1ll...J (/) PR.2"0" .6'8" BEDROOM 11'8"W,.H' BEDROCM 11'0"W.1.' BEDROOM 11'8.W,.14' 28'-4" 28'-." .. o QfJ1[ 1ItA5M STAIR o llH BEDROOM #2 J H'-O" /' si Revisions Date '-- ~ . U C - ~ :J +J U a> +J .- ..c. u L- <( en a> +J CO .- U o en en <( -0 C CO L- a> u c a> 0- 00 E 8 ~ ~~ ~ ~ co~~ ~ Q)LO~C ~ > t--- · Q)c. e <(MC\I ~ ~ ~@ j .... "C t--- CI) N '6 >"C C\I oe;; ~ ~ ~.Qt--- gj ~o::) ~ I ~ ~ 'S ~ Cf)~u~ ~ .a COa:~ '2 OLO~<(~ ClI Q)~co.CO ~ ;:: .. .... Q) 0).... ~ ~ T"""_~Q) 1I1 ~ U:!g In <( ~~ 0 t---~ ~ 0> C C C co a.. <t <t ci W Uco ZO WI' a...~ (/)0 ,0 '0::: z<t ill I a... W f- en z :5 en a. ~ 0 0 0 0 Z ...J 0 ...J U. U. 0 () - ~ <( WI M >u t- -<( ...J en ~W W Om - > > ~~ W <( Ww ...J t-t- (!) --.J <(<( Z --.J ~~ - W > I~ - CO (!)<( ...J " ^' co -W 0 o~ C::...J Z :<z f1' --.J mu C\I o~ z: (~) 0 ."z <: ()(j) .....-. rr1 .-0 , m 00 --"" ''0 r-..;l < ... ~ Drawn I ~ COB , ~ m C Check Date SEPT. 28, 2004 Scale AS NOTED Job No Sheet: <, P3 J-, ~ J- ) '\ ',~IJ .,....'----\ .L..-,f-.+ .L..-,h j.....,c.J 2-~-2 :tb J-,I~ ) 1 .:-. -<; .:-.~ l-.I~ L~ !-. .... !...... -.,;. ~.. I ~~ j-+) :j- -, J , II) I~ tt-j R- ,~ ) I J--tr~ ! ) 4J LH L.U )--+-~ kw L4 hl-l tti ,J , I .-.-\ hH )~ LH .'-. ) LL.. ~~ \ I.'-, I-< 1 I.'-<~ LH LH )~ .)--<~ )-H L~ L.f-.' "- r~ LH "- 1-, :-~ L~ ~~ i-t) [JZl::I:::1-l-H *f::J:- L!::i'i:t;J:~~ Ul' T~fT~'FF1"~n'-r.t- t~l~'rt-iTt-T T T \ I TOWNHOME ROOf" TOP DECK BELOW I Iii U r r~-~":--~-=--:~~: I, b - I' : ~~ :i : ~ ~ :: I ,I, I d,', : ~;:~::::E- \- II , " , " , " , "~-] PENTHOUSE DECK v:_m_-u~ : .:-----:---:; : e--u'O'u-:l I t:-m1't--~ : r.-u-!~i i ~-'-~...~ : ~---._~___I : t, , t"-u-uf-- : t,------ - I t------ - : '* I' I ~------ -~! f--m- 1 i ----- ~ I 1______ ~: r- DN1 i , , , , , I I 'I I I 'I' I 'I. I \ I. I I I I -E:~::::~_; l La COVERED BALCONY UNIT "A" GR AT ROOM ( " V'1. ? _______l7'l" f----- '__~_m_________m 4a" H. _ TOP " ----- \ r 1-- ~- 8 -- --- ! IS.NCl KITCHEN L___________ "!:_J I -1 ',^ r.IST "S'8- x6 10 I :~ ~ \ I 1==.... ~ 0i(J10~ 2 BA H . m 5'8"XSr~ <- BEDROOM 13 I oo.l --t-- --t- ~- ---v ."'---.. STAIR ~ 8'" .;t Ii ~~ Ll. ~J" , ~1. . --- --- - - - ~~.~ ALLERY ... Ii' u u BALCONY 460 S,F, , ~ 1'\ \ R~ f " I I I I 1 I I 1 I I I I , I 1 1 I I I 1 ~ lolASTER SUITE ~ UNIT "A" GREA T ROOM "'~ :~~" = :;IC -~ S~~: Il-LOSET OSET I I I I I I I L.; -oil ______-' .. ~ ~ ~!V ~~ BACn~ "'" __~~~ TOP___ '\ II i! 8" . ~. !~ U' ~ I I 1 1 ~ b ~ I W_-"":] TC J ~i0Qi ~-eICJ 8 ~, ~ 'AUNDRY <.. e ~ !H[J.F .TN CClUNTDl InOWII ~ ~ ~ L__________I"!:_J~I I- TtD---------:l -I -11 ',A. ~ / I CLOSET: rl C:T ~ 0 "" o( ....TtD~ ,5Bx610 I 01Vl ~I~ I' I 2 BATH . \ I- --DIll: n! m 5'8",9'2" ~ "- ~ 0 ==;::; <- BEDRO,," ,2 ~ ,.... ~ ~ fOYER II ~ BEOROO< ,J L., 1\ 1S.NCl) .;t Ii ~~ l ~ ~t. ( tD~ ~~~T KITCHEN .. " ~ " /1 ". '''' " /I 47' 6" ~/ /LEVAT~~ - ./ !J.. \0.,') ,/ ~~\ l~ --I.." 1~ -.j.'J ~ )~. ~u ~ ~ ,k 'f- \~-' ~ ~_______u___ u ~ , '" H~ ..... I '" 17'-11" MASTER SUITE >- .::,~~----' OW[ I lolASTER I I CLOSE I 3'-4" 7'-4" I .~ ~ It ,- . o QfJT( ""'" __ CJ ~r, ~ \ A ~ ~ I I I I I I I io ALLERY ~ 1 1 I I ~ to PWOR, BATH t=) ~_. ..--...'] T.C. T,C,. \..--... CClUNTDl 0 CClUNTIll I I 01 0 0 I 0 ~DI 10 ~@ -BJUCJILSJ ~01l~ ~ 3'-2" ..... 9'-1" / ~T TU \ LAUNDRY <. :> i-.LAUNDRY ( lUj;pT. !H[J.F .TN CClUNlUl InOW II e ell"., ... CQ.I<l[II InOW u [@H I I I I I I 1 1 I 1 ,,1 7.CSAl" ~ 4'-0" BA~_l b<I ~T'1U~~ LJ BEDROOl.l 12 16' 7" ". "'" '" 3RD & 4TH TH LIVING LEVEL - 4TH & 5TH FLOOR PLAN SCALE = 118- = 1'-0- I I I I 1 1 I I I I , I 1 1 1 1 I I I I ~ lolASTER SUITE \ ~ 't. \ 1 -{ ~ 1,\g) ~1f\ 1.-- 1 ~ '2.-' .yo ~ ~ ~/, '" ~ .... :~~" ~ I "LOSET I I I L.; 'oi I .. ~ IL -, ~STER I JLOSET i I I ..J ,-- ----II IlolAlt~ I _0. I C.. I 6' r I L.;: 0: ~SHO~ ~SHOviR -/ / l.o I '" .. - - ~ ~!~~ -- MASTER BA b ~ I i-i ::1 r: - --::-TUl ~ / I ik~~~;-- : : ~DSET? d ( I L ~ I ..~ lO 12:,4" " lt ~ ~ ~ - io ;:J "- ~oo~ ~ 1!a.:iII: ~. ~ 1 a t'D>' -0" ~ ij BEDROOM 12 U11 ) ( r ~ " /1 47' 6" .,.IREEZEWA Y USH ~:7~ __'r d . o I N ~ f ,1/1 n 47'-6" 1 io COVERED BALCONY . "- I io GALLER b ~ UNIT "A" GREA T ROOM :n I ;r, N 22 - 7" 28' 2" ~ / __4a" H. AA lOP II --- ~~ fOYER 1\ ~ r FOYER TUt:=7 6' 5" K (l~ ~ i~ ~::! ! r"'71:.J ~.... 16'-3" .., _lJ 8 m IU I ~__.________.J 61-90 o I!lNIIl I io j Kr'CHEN A. ,-/ V0tff~; rlq J V -,; I I 5 B x610j ~ BATH C . I lfe 5'B-x9'2" m I I /~ I~ ;LU ~ N "" C:~ o 1 15'-5" BEDRO PM 13 ..., ... D<l'* I t=~~ l/V> STAIR :.t r. ----...J .'.-~ ( T~ r~ -r->-C ~~\ ( :.- >-- +-- \-.J :.-~ +-~ 1-.~ i.,~ -r.- .-! .:-ri, ~~ ( t~ :.-~ (+'~: .:.- ..-' I~r.-( L~ I( ( f-- ..-:' I~""":' ~~ r!.-~ rL~ ~-+-~ ft-~ ~~ LL.( I( H fT-~ f'--~ r!.-~ ~+- rr-".,J It-~ ~~ ~0 r~~ r-~ rT-~ f\.-~ ( ( rr-~ fr+-; f-t- -' f-t-~ ~~ ~~ ft-..J f1-~ ~~ Pr~ ~~ f1-~ ~~ ~...J ~~ ~~ ~r-5 rr-~ IL~ rr-I :::+--H-:::l::I--~~f~+~~~H~+~H~'+-l~H~H ~ ( ~1~--'Ff'Yf'f1'--r't~tTt.--t~t--r-t~ n-- r"i' ~ u :-"-.::::--:~-/""i ':. ;,:, :: ~~ :1' :: ':; : .: ~e: I. '[ji I :. ~'I ~.:.:.:::tj :: ' " " t.. .. PENTHOUSE DECK : r.=:::::::=1I I', ~_ II : :i--1S""-----:: : t'Ul!t-h--:! : :-1"~----* , ....V;~m1 : ~::~:::J-~ ! ~__ _m__: I t..- ---_ , . .. : t~- -----~ I" :J I ,,-- -----""1f 1'1 ., : ti-- -----11 :~, ----1" , I, i rDt. /" I I. " I I. co / I : : I : I I al I : : "!J : : ~_~ ::~=::=7 ~ r B;' Revisions Date '\.. ~ . U C - ~ :J ...... () Q) :!::: E o o ~ ~~ 0) N ~ ~ c O')Q) ~ c CDor-O c Q)LO,......C ~ co >,...... I Q) l!! a.. <(MNQ. a Q)M~en III -co~@ ~ t:: "'C ,...... en N ti >'.C N....... ~ ~ ~o,......CI)C")U) ~LL. gS ~ E c( I ...JL..:"Ioc( ~ O$u~ u~~a:i3 ~ $ or- co <f (ij ~ N Q) 0') L.. g ~ or-_~Q) !. ~ u~g en <( ~8. 0 ,......~ i .c. () ~ <( C/) Q) ...... m .- u o C/) C/) <( "C C m ~ Q) u c Q) C- en TOWNHOME ROOf TOP DECK BELOW 4 4 0:: W Uco ZO WI' CL-! (f)o ,0 '0:: Z4 W I CL W f- (f) z :s a. c::: 0 0 -J LL I .- LO ad I .- -J ~ U. - -J ;:: WI w >() > -<( w en O::w -J Om C> - > e:::e::: z <( Ww > ........ - -J ...J <(<( :I: ...J ~~ .- W Ie::: ~ CO (!)<( ad co -W 0 e:::-J c::: ...J m() C") " AJ os;: Drawn ~z m OZ :z: () c::> Check "Z <: oG1 f-> m '-0 00 Date mm - ~~ "-> < ~~ = = Scale ~ m mm 0 ;cz Job No -I COB SEPT. 28. 2004 AS NOTED Sheet: P4 ELEVATOR TOWER TO BE 3/4- CEMENT PLASTER OVER 8" C.M.U. PAINTED PORTER SUN BEIGE - 6819-1 DECORATIVE E.I.F.S. ELEMENT TO BE PAINTED PORTER SUN BEIGE - 6819-1 BARRELL TILE ROOFING - TYP. TO BE FLORIDA BLEND VINYL WRAPPED FASCIA 1'-6"L.x4"W. DECORATIVE OUTLOOKERS - TYP.-PAINTED PORTER COLOR - CHAMPAGNE TINT - 6823-1 2'-0"0 x 2"THK. FYPON DTAIL-TYP. PAINTED PORTER CHAMPAGNE TINIT 6823-1 4'-0"(2) x 2"THK. FYPON DETAIL - TYP. TO BE PAINTED PORTER SOFT YELLOW 6188-2 & w/ TILE ACCENTS TO BE PORTER CHAMPAGNE TINT - 6823-1 CONTROL JOINT-TYP. STAIR TOWER TO BE 3/4" CEMENT PLASTER OVER 1'-6"x1'-S" COLUM - TYP. PAINTED PORTER SOFT YELLOW 6188-2 CAST STONE BALLlSTRADES rll. JH-WHITE UNDER SIDE OF STAIR TO BE 314" CEMENT PLASTER-PAINTED PORTER SOFT YELLOW 6188-2 LIVING UNITS WALL TO BE 3/4. CEMENT PLASTER OVER S" C.M.U. PAINTED PORTER SOFT YELLOW 6188-2 1'-O'W.x1-112"THK, DECORATIVE CEMENT PLASTER BANDING PAINTED PORTER CHAMPAGNE TINT - 6823-1 6" POP OUT WITH 3/4" CEMENT PLASTER FINISH PAINTED PORTERSUN BEIGE - 6819-1 OPEN FOR FRESH AlR - TYP. GARAGE WALL TO BE 3/4" CEMENT PLASTER OVER S. C.M.U. PAINTED PORTER SOFT YelLOW 6188-2 ROOFTOP PAVILLON PAINTED PORTER SUN BEIGE 6819-1 1'-4" x 1'-4- DECORATIVE12 ROPE COLUMNS - I COLUMN PAINTED 4 SLOPE PORTER SOFT YELLOW(TYP.) 6188-2, BASE AND CAPITOL PAINTED PORTER SUN BEIGE 6819-1 - TYP. Iii Cll[] [][] ~ ~- III [] / [J[] D~ / ~ NORTH ELEVATION SCAlE = liS" = 1'-0" NOTES: 1. NOTES THIS ELEVATION ARE TYPICAl o o o ------ ----- 0 -- - - ---- .~~- ------ ---- -- -- --- DDD I. I I LOPEf7 LOPE~ CAST STONE BALLISTRADES FINISH-WHITE-BEYOND LOPE~ LOPE~ LOPEf7 SOUTH ELEVATION SCAlE = liS" = 1'-0" r B;' Revisions Date "- .,) , . I ~ .~ I 0> MID-POINT OF MANSARD ROOF 4r 4r N I . TOP OF ROOF DECK }.o I o - .. ~ ::J +-' () a> ~ .r::. () ~ <( CJ) a> +-' CO "- () o CJ) CJ) <( "'C C CO L- a> () c a> a. en ECORATIVE CURVED RAILING FINISH - WHITE }.o H CHUTE TOWER TO BE 3/4" CEMENT PLASTER OVER S" C.M.U. PORTER SUN BEIGE 6819-1 o Iii . 01 I in . . 01 I ~ }.o I o Iii }.o I o . () C E 8 .s= ~~ C) C'\I '- ~ c (00)8 ~ 2 Q) L() ..... c ~ co >~~8. l!! a.. <( ('t') ~ CI) fi ~ co~@) ! ~:g ~ .~ ~ i ~o"CI)8J ;U- EOl :::J":IO~ ~ 0 Q)o(,) .a (/) ~ cr .c '8 (,) L() c:: <( ~ II Q) ..... ... I co ~ :!::: C'\I Q) 0> '- ~ .s= ..... - ~ Q) 8- f2 0 oq- (,) en <( ;:::: ~ 0 N a. ,......~ ~ }.o I 0. 11'-0";;;; NAVD B.F.E. 4'-4" ;;;; GRADE <I: <I: ci ill UCO ZO WI'-- CL--.i (/)0 .0 '0::: Z<I: W I CL W f- en ..J U- en - z ~ WI 0 >t) - -~ ~ (j) O::w ~ Oco > - > 0::0:: w ..J <( Ww W ~~ -J ~~ 0:: -J ~3: 0 w - J:O:: 0:: CO (!)~ w m CO -w !;< O::..J ...J COt) W ''0 ;;0 () r- -)> ~2 m Drawn 02 z 0 () -nZ ....:;:: ()(j) Check '-0 f--4 m ~~ ~.) - "-J < Date ,~~ C) c;:) ~ m Scale ;g~ 0 Job No DDD Sheet: _J \- CDB SEPT. 28. 2004 AS NOTED P5 ~' .1.1. .;;Joo. .., ...-T'"T r I .1 ...x:::... .....r-r ...,. " ......., ."....... ~T r ,U. . ....... ......-rr .L .L r C . . . -'" "'= .. . .Oiii . . . ~~ ~ ~ ~ ~ r ,~ IIJ ~ ~ ~ II 6 I % ~ ~;m Ii ~ ./(>' ~ ~ mID Inn n -.-:V D~~~~ MM In ln~ 1111 ~ , .&f!"'- ~ ~ ....~ ;......' -- ~ ~ ""~ v:: ~~ ~ ~ ~ ",- ~ ~ ,/ ~ ,/ ~ ~ .'..Do.' ...I....I.",D" -1& ~ ~ "iiiJ "Y" = iT .IT 'II ~ A ~ [I ~ , ~ ~ ~ ~ ./<$' I " 0 -- ~ - ~ --- ~ - [I ~~ mm ~ IQ ~~ ~ ~ ~ :-:::::::::= ----.J - - J ~: -.'. = c , ,.... 11- ~ ~ - ~ 0 EAST ELEVATlqN, . SCALE = 118 = 1-0 ~~ -~ ;-:-11" ,.......-:[.. , ...., .I-r;::,.. ~ ...-n~ .....TT .'- ., r::". . B ~~~ I~ I:::: I...... . . ~ ~~ ~ ~ ~ ............ II I!!I --.~ ::::: ~ I~( " ::::: II .~ ~ II ~ I~~~ t:: ijm~ " '""M &i II JlJU~ E IMI J ."r ~ ~ " ~ ~ ~ -'~ ~~ ~ ~ ....~ 8: ~ ~ ~ ~ ~ ~ .~ ::::: l'- :--.. 8 ..::IE::-r ~ IX ...l:: ~ f-' Em /A /I ~ /Ll ~ m mm 8: ~ ~n (;S ~ ~ g ~ IIIIilII D! In - - ~:-.... - - mm -- ~~ -/<7- ~n m ~~ ~~ ~ ~ = -DO ~ 1- D(~~~I ~ II 11- ~ ID ~ -r- h ~ - - ) \) ,: =jz """Z7' 0- .: "z ~< o<i> I---- '-0 ~m ex- ;u~ ~ ~~ g /, s: --- i.j.: rn -'" "7 =i WEST ELEVATIO~ .. SCALE = 1/8" = 1 -0 ;-., r ,.' ...,.... t~' .~ . I r'\"'~ L ., .. <...:. m o r .. Date By" ReVISions '-- ~ .. ~ ::J +oJ (.) a> +oJ .- ..c (.) L- <( en a> +oJ CO .0 o en en <( '"C C CO L- a> (.) c a> a. (j) . (.) C - E 8 .s:::. ~~ C) N~ ~ C coO)o . .c Q) It) r:: c ~ ffi ~~N~ Ie a. Q) ('I') ; @ t::co;:::: N >.:g N.~ ~ ~.Q" 8) :5~ g~'a ~ 5S[5t? J ::J (j) co a::: .s:::. ~ '0 It) ~<(~ il Q)~co I~ I :: N Q)O)Q) ; .s:::. ~-~o en ~ t)~c 0 <( ~8. "u? I ~ <! 0::: w UCO zo w,.... o...~ (/)0 .0 ~O::: z<! w I 0... W f- (/) ..J en LL. .. Z WI 0 ~ >U - -4: t- O::w 4: (J) Om > - w > 0::0:: ..J Ww w <( ~t- c:: .....J ~~ 0 .....J - UJ c:: I 0:: W CO (!)4: t- ea -w X C::..J W .....J mu Drawn Check Date Scale Job No Sheet CDB SEPT. 28. 2004 AS NOTED P6