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FLS2003-10054, PLT2003-00013 FLS2003-10054/ PL T2003-000 13 2301 CHAUTAUQA AVENUE LAKE CHAUTAUQUA SUBDIVISION FLS2003-10054 2301 CHAUTAUQUA AVE L KE CHAUTAUQUA SUBDIVISI N PLANNER OF RECORD: MHR ATLAS # 244A ZONING: LDR LAND USE: RS RECEIVED: 10/23/2003 INCOMPLETE: COMPLETE: . MAPS: PHOTOS: STAFF REPORT: DRC: CDB: CLWCoverSheet ,~ .. ~l" ::IE t ~ Ii s; :;; i -' ~ ~ ~ ~ { E i ~ s <{ a ~ f- :J <{ I: ~ ~ ~ 100 I -' id z '7 ;;:. -, FIRST AVE N (eo' R/Wl '- - -- SO' R/W ... ::> z ~ 1< NOTE, _TO "AlNTAIH .... 1:a.~C I ARtA V€!T f:6 ~ HlQi ...... - -, - l -R I I I ~\ I < f ::> 0 ::> < 0- ::> < :x: IU I J l7 --- -- ,/'--- - :50 0 so -'~ SCALE: 1" = 50' 8 -< GAlt5 00.. ri... . v FlOOOPLAlN !llnCATION AREA !l-J MllE.'" - 3.226 .. BOTTOM EL - 84.65 ~~ CTLAHO BUFTtR (1&.....12&..1IC REQUlREDI JCLS' AVG BDTH PRCP05ED) I '- >- FlOODPLAIN !lITIGATION AREA !l- 1 AREA. 9.015 Ii . EL 84 85 BOnOM EL - 84 85 :.rr-~ rc; ~ ...... It COIIfstltYAlIClIlI 1M. (PIA 01' ar ~1IR) OOOPLAlN !lITlCA TION AREA !l-2 AREA . 4,811 st BOT1'OU . n. 84 15 100 , 9"J.ty~ fJJ~~ ~~aJf<< Gulf Coast Consulting, Inc. LlI1d DovclopmUll CoD91llmg 13630!BIb Strcc:tN..SUlto#110 CI---. Aoni. 3J7C50 PbDDc. (727) '14.1818 Fa:: (7%7),14-6090 t/ItI/t4 I/II/t4 "IIJIC t/I/D4 IIJIC/D 1I/1.1tA IlATE __. _... -... _... _... _... IItSClllPtllll IlEVlSIONS v v "7 7 7 NOTES: 1. ROOT PRUNING Of TREES TO BE PERFORMED AT THE nME or CONSTRUCTION. HEIDT & ASSOCIATES. lno. Tampa . Fort MJera .. ~ 2212SwennAvenue .. ~=a,~:,~ .. ::::- ... PBSCO" 813-842-2401 .. FAX 813-253-2478 .. It LEGEND l......1 fREt: 9ARRfCAOfNC It . - 12" OAK flIEr It 0 - 12' "'LLOW IRfE It Q s 12- MU,B(RR'Y TRrC l1' . - 12' PALl' TREE It +- 12" BAr TREE It ~ _ 12" """"OUA TRa l1' <)_ 12" Q1RVS TRa t2" . _ IZ" EUCAl l'P7lIS TRf:( It . - 12' S'tCA_ JR(C l1' ~ - 12' PINE JR(C It ~ _ 12" ClDAR It <J _ 12" EU' TRCE .t .. - 12" WAf'l[ 11/[[ It 4- 12"..... Wl'I/llr 1I/[E It .. - 12" OIHER SP[CIES It <: - 12" ClPRESS flIEr It . - 12" PECAN TRrr It . - '2- 9Of1I.E 9IlUSH TR[[ It (j) - 12" CAWPI<<lR TREE It @- 12" PUNK TRa It ~- 12" lIAIIOSA (TP-1) TREE PRESEVATION PI..AN ....NI1 RYL-NS-OlII .1"", stA -... stA IlAn 10022-03 SCOTT [, ANDREASEN LA 0001658 rlLJ: "-.11Io 11I:_, __ MOOTtc P\,P LAKE CHAUTAUGUA ....D .. ROTTLUND HOMES SHEET 1 OF 2 SHEETS b ~ u n .J n Z ~ .J n u Z ~ .J ~ :J '" :J ~ ~ :J ~ I U "' " ~ .J U Z :J .J 5 Il: c: i. 1= o u m u o m m ~ '" ~ u ;;; I ;; o " " o " '" M o (, 'N I), 1 OAK 8' 80 8'8' 3 2 OAK 5' 80 10' 3 3 OAK 5' 3 4 OAK 5'5'5' 3 5 PALM TREE NIA 2 8 PALM TREE NIA 2 7 OAK 5' 80 5' 4 5',8' ,8' ,5' ,S' ,S' 4 Only If you can save 8 OAK GROUP complete group 9 MAGNOUA 14' 5 10 OAK 19' 4 OAK GROUP 12'12',10',10',10' ,8', 5 Only If you can SCM3 11 10',10',14',8',10' complete group 12 OAK 9' 4 13 OAK 5'5' 3 14 OAK 14' 3 15 PINE GROUP 17',24' 3 IS OAK 3S' 3 17 OAK S'S'S' 4 IS OAK 10' 3 18 CEDAR 5'5'5' 4 20 CEDAR 5'5' 3 21 OAK 30' 5 22 EXOl1C 23 CEDAR 11'8' 3 24 OAK S' 4 25 OAK 27' 4 2S OAK 12' 4 27 ELM 6'8' 3 28 OAK 20' 4 28 OAK 30' 4 30 OAK IS' 2 31 HOLLY S'8' 0 32 HOLLY 6' 0 33 OAK 6'S' 3 34 BAY 1REE 5',5'5' 3 35 OAK GROUP 5'5' ,5'S'S' ,5' 3 38 OAK GROUP S' 7'7'8' 3 37 OAK 5' 4 39 OAK 6' 4 38 OAK 8' 4 40 OAK 9' 3 41 OAK 6' 3 42 OAK 15' 5 43 BAY TREE 7'7' 3 44 OAK 8' 4 45 OAK 8'S'7'7' 3 48 OAK 8' 3 47 OAK 5' 4 48 OAK 5' 3 49 OAK 6' 4 50 OAK 8'S' 4 51 OAK 7' 4 52 OAK 8' 3 53 OAK 5' 3 54 OAK 7' 3 55 OAK 8'S' 3 56 OAK 7' 3 57 OAK 5'7' 3 58 WAX MYRTLE 5'5' ,6'6~ 2 t ;> 6 ~ 8 ~ ::. l -l .r g ~ ~ ~ E ~ ! e <( 3 ~ ~ C ~ ~ 2 j ~ ? 59 WAX MYRn.E 8'S' 2 80 EXOTIC 81 OAK 5' 3 82 EXOTIC 83 OAK 8' 3 64 OAK 8'5'6' 3 85 OAK 8' 3 86 OAK 5',6' 3 S7 OAK 6' 4 68 OAK S'10' 3 69 EXOTIC 70 EXOTIC 71 EXOTIC 72 OAK S'5' 3 73 EXOTIC 74 EXOTIC 75 OAK 5' 3 76 OAK 6'5' 3 77 PALM TREE 3 79 MAPLE 21' 6 79 PALM TREE 3 60 OAK S'S' 3 91 PALM TREE 3 S2 PALM TREE 3 S3 OAK, S' 5 84 OAK 12' 3 95 OAK 24' 4 96 OAK 9'11'12' 4 87 EXOTIC 98 OAK 21'21' 5 S9 OAK 6'6' 3 90 BAY TREE 5'S'7' 3 91 OAK 5'S'6' 19' 3 82 PECAN 14' 4 93 CEDAR 14' 3 94 OAK II' 3 65 BAY TREE S', 3 96 BAY TREE 5'S'S' 3 97 PALM TREE 3 8S PALM TREE 3 99 PALM TREE 3 100 PALM TREE 3 101 EXOTIC GROUP 102 OAK 5' 3 103 EXOTIC 104 EXOTIC 105 BAY TREE S'S' 3 108 EXOTIC 107 MAGNOUA 10" 4 106 EXOTIC 109 OAK II' 3 110 EXOTIC 111 PINE 12' 3 112 PINE 10' 3 113 OAK GROUP 5'.S',7" 2803 114 OAK GROUP 5',8'.7',S'.8' 2803 115 OAK IS' 3 116 OAK 14' 3 117 PINE IS' 3 119 OAK IS' 3 119 OAK 9"10"12" 3 120 OAK 9" 3 121 OAK 6" 3 122 OAK 6" 3 123 OTRUS 5" 1 124 OAK 9" 3 125 OAK 15" 3 126 OAK 6"6' 3 127 OAK 16"18" 5 128 Plr-€ GROLP 6''6'7''6'5''6''7''6'' 3 129 Plr-€ 6" 3 130 OAK 5"6' 3 131 Plr-€ IT' 3 132 Plr-€ 15" 3 133 Plr-€ 11" 3 134 Plr-€ 8",8" 3 135 Plr-€ GROLP 11",9" 10',7" 3 136 OAK GROUP 5" ,5",6', r,6",5",5" ,6", 3 5" 137 Plr-€ ROW 6",5",5",6",6",6",5" 3 138 OAK 5"5',6" 3 139 OAK 6" 3 140 OAK GROUP 6",6",6",S",r' 5",6" g' 3 141 OAK 5" 3 142 OAK 5" 3 143 Plr-€ T' 3 144 PltE 11" 3 145 Plr-€ 10" 3 146 Plr-€ 8",11" 3 147 Plr-€ 5" 3 148 Plr-€ 6" 3 149 Plr-€ 8" 3 150 Plr-€ 8" 3 151 Plr-€ 7" 3 152 Plr-€ 9" 3 153 Plr-€ 12" 3 154 Plr-€ T' 3 155 Plr-€ 8" 3 156 Plr-€ 11" 3 157 Plr-€ GROLP 9" 8" 8' 6' 5" r,6",7" 3 158 Plr-€ 6" 3 159 Plr-€ 7" 3 160 Plr-€ 10"11" 3 161 Plr-€ 5",5" 3 162 Plr-€ 9" 3 163 Plr-€ 7" 3 164 Plr-€ 7" 3 165 Plr-€ 11' 3 166 Plr-€ 11"12" 3 167 Plr-€ GROLP 7",11" 3 168 OAK 9" 3 169 Plr-€ 7",9" 3 170 Plr-€ 14" 3 171 OAK 6" 3 172 OAK 5" 3 173 OAK 6",5" 3 174 OAK 5" 4 175 OAK 6" 3 176 OAK 5" 3 177 OAK 5"5"5" 3 178 OAK 5" 3 179 OAK 6"}" 3 180 OAK 5" 3 181 OAK 5" 3 182 OAK S" 3 183 OAK 6" 3 164 OAK 5",5" 3 185 OAK 5" 4 186 OAK GROUP 5" ,5",5",5",5" ,5",5",5", 3 5" 7",8",6",8",8",5" 187 OAK 6" 3 188 OAK 5" 3 189 OAK S' 4 100 OAK GROUP 7" ,7",7',6",6" ,5",g',S", 3 S" 191 OAK 5" 3 192 OAK GROUP 6",6",8" 3 193 OAK g' 3 194 OAK .- .....i- 6" 3 195 OAK II" 3 196 PINE 10" 3 197 PINE 19' 3 198 CYPRESS IS' 5 199 PINE 7" 0 200 PINE 11' 3 201 PINE 16" 4 202 PINE 7" 2 203 PINE 16" 3 204 PINE 2(7' 5 205 PINE 2(7' 5 206 PINE 1~' 0 207 PINE 211' 4 208 PINE 8" 0 209 PINE 14" 3 210 PINE 18" 3 211 PINE 10" 3 212 MAPLE 10",6' 3 213 MAPLE 4" S' 5 214 CYPRESS 16" 4 215 MAPLE 5",5" 3 216 MAPLE 7" 4 217 CYPRESS 14" 4 218 MAPLE 6" 4 219 PINE 2(7' 5 220 PINE 9" 5 221 PINE 21' 5 222 PINE g' 4 223 PINE 11" 1 224-244 VOID NUMElERS 245 PINE 21' 4 246 PINE 12',2()' 3 247 PINE 21' 4 248 PINE 2<1' 5 249 PINE 18" 4 250 PINE 18" 4 251 PINE 14" 3 252 PINE 1r' 3 253 PINE 1T' 3 254 PINE 28" 4 N f- ::J 0 ~ .J 255 PINE IT' 3 fu PINE lr' 0 ;: 256 w 257 PINE 16" 2 Il .J 258 PINE IT' 4 Il 269 OAK 1~' 4 z ~ 260 PINE 21' 5 .J Il 261 PINE 9" 4 u z 262 PINE IS" 3 ~ .J 263 PINE 14" 0 <t 264 PINE lr' 5 ::J " 265 PINE 2fJ' 4 ::J ~ 266 PINE 21' 6 f- ::J 267 PINE 1r' 5 <t I 266 PINE 10" 3 u 269 PINE 8" 3 u " 270 PINE 14" 3 ~ .J 271 PINE 14" . 3 u 272 PINE 11' 3 z ::J 273 OAK 1~' 4 .J 274 PINE 14" 3 t: a 275 OAK 24" 4 '" 276 MAPLE 11' 5 Il 2n OAK 13" 4 <t 278 PINE 111' 3 ~ 279 HOLLY S',5' 3 u 280 PINE 14" 4 Ul 281 PINE 1~' 4 t.i a 282 PINE 12" 5 Ul 283 PINE 10" 3 Ul ~ 264 PINE 11' 4 ~ 285 PINE 10" 3 ~ 286 PINE ' S' 3 j;j 287 PINE ~' 3 I 286 PINE 15" 5 269 PINE 11' 5 ~ 290 PINE 15" 5 291 PINE IS' 4 292 PINE 14" 5 ~ a 293 PINE 13" 4 " 294 OAK 9",6" 5 " 295 PINE 12' 5 0 (TP'2) TREE PRESEVATlON PLAN HEIDT & AS8OCIA1E8, lno. Tampe . Fort Myen 9".t.r~9~W' ~~f.1Jv-.' Gulf Coast Consulting, !ne, Land Ilovdopmmt Con...ltmg 13630'8Cb stNctN..SuatcN:1l0 CI~ Plonelll 33760 ~(72cm>~=18 f' A..... RTL-M1HIDI IItSIGII SEA - SEA 01\11 111-111-03 SCOTT E. NlIIIEASEN LA 0001658 rlLC &p Fl...... ItGlt1EIlED ..1lND$CMIC M1CH11CC1 .-.. 2/12/04 IIlllC GEN REVISIONS IIESCllIPIIIJI IIEVISIIJoIS SEA 1'1 'hat,. 0IIIal 2212 SWann Avenue Tampa, Raid. 3300B ?h0'l8 01S-253-6311 Plnelleil 813~ PascO' e'3-842~, FAX e13-~78 LAKE CHAUTAUGUA -- .... ROTTLUND HOMES SHEET 2 OF 2 SHEETS \ C r.. '" ~ rv,\ . . ~ ,II t f ~p Clff'~4".".. .,/ ~3~tl\lOF1/ft2:~ ~ ,~~,\:~.,tl,rY~~~~~ 1~fS.... I .~...;t.... "./~t ,,\ 'Ifrtr:;r 1~ !i?, ~ ~lS,~~-'C=> ';.', .~'" "'g-i: ::-=--~;:.;J~'" ';~\ --=-~ ""~~ ~~~#~- ,,~~\ .. 'IA~-~ "J\." \ ... f/f/J.~,m" '<(v ~.. "'q-d>,~.}lTE~,,,,,tt u....J7J1J1#~ .-. .r C LEA R ,~ ATE R l~ .. C I T' Y 0 F PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUIWING, 100 SOUTH MYRUE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 loNG RANGE PlANNING DEVELOPMENT REvIEW May 3, 2004 Mr. Robert Pergolizzi, AICP Mr. Sean P. Cashen, P.E. Gulf Coast Consulting, Inc. 13630 58th Street North, # 110 Clearwater, Florida 33760 RE: Development Order regarding case FLS2003-10054/PLT2003-00013 at 2301 Chautauqua Avenue F-- '30 ] S - 1. S- Au skd- -It & /} /'7 Gentlemen: ;2 - / -5 I . 3 I mJ9.X liT IS 0 This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On January 29, 2004, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development to permit a 46 lot single family residential subdivision (detached dwellings) with reductions in lot sizes (with some lot sizes less than 20,000 square feet), reductions in lot widths (some lot widths less than 100 feet), reductions in side and rear setbacks, and an eight foot high wall as a Residential Infill Project, under the provisions of Section 2-103.B and Preliminary Plat approval for 46 lots. The subdivision plan set is last reVIsed March 22, 2004. \ I I I The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Standard Development criteria as a Residential Infill Project per Section 2-103.B. 2. The proposal is in compliance with other standards in the Code, including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area. BRIAN] AUNGST, MAYOR-COMMISSIONER HoY!" HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIBBARD, COMMISSIONER * BII L]ONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATNE ACTION EMPLOYER" ~ ----------,~ ~ ..~.A. '"7, '"' ' ,/ ,-.. ~ \ \ .' ...... ( , '''--". " May 3;2004 Lake Chautauqua Subdivision - Page Two Conditions of Approval: 1. Provide documentation for the relocation of the endangered species found on the site prior to any site construction/destruction-land clearing grubbing and lor building permit (refer to the AES report); 2. Open Space and Recreation Impact Fees are due prior to issuance of building permits or final plat, whichever occurs first; and 3. Any proposed signage must comply with the City of Clearwater sign code. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above conditions. The approval is based on and must adhere to the subdivision plan, preliminary plat and application last revised March 22, 2004. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (May 3, 2005). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Pursuant to Section 4-502.A, an appeal may be initiated within seven days of the date the Development Order is issued by an applicant or property owners within the required notice area and who presented competent substantial evidence in the Level One review. A copy of the Development Order is being sent to those surrounding property owners who presented competent substantial evidence in the Level One review. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case will expire on November 5, 2003 (seven days from date of Development Order). If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Senior Planner, at 727-562-4836. You can access zoning for parcels within the City through our website: www.clearwater-f1.com. * Make Us Your Favorite! ' Cynthia H. Tarapani, AICP Planning Director S:\Plannmg Departmenf\C D B\Standard FleJNnactlve or FInished Cases\Chautauqua 2301 Lake Chautauqua Avenue - Approved\Chautauqua Avenue 2310 Development Order doc .-/ ~ f~ FIRST AVE N (eo' AI!', i- - - _, NOTE, HOA TO "~TAIfriI AU TRAC1S INa.U.QUlIC ARtA W[5T OF 8' HlOoI WAU. lo.I ::l Z ~' 1<( I : - - - -~ 1 -R I 1 :::;;' '-- ~ 1 m\ 1 <( f ::l 0 ::l <( ... ::l <( :J: IU I J ~ ,~ .. - " I---~ - : ;: Ii ~ ~ l ...J ~ ~ 1 ~ ~ , i ~ .s <( a ~ f- ::J <( 1: ~ ><l <( -) ~ a 2: ;;; >- 100 , ~ 0 50 -'~ SCALE: 1 u = 50' ... r.,,-~'~ "" r"\ ~ . ~ '-- 0 x'" ~~ ...x;<- =~. ~~AJUx ~").'/\~-:::o-~~ " .,~].VQ1~ ~,,_'/;;._~l~~~)j:(;jj~~:~:~:~~~~~~~~ER! """"----.. d- '?' " "" ~ - AQ7 ~. . . . . . Rt:OUIRmI JO.8' A'tlC : --. f!/ - - f- - f- - - I- '- f-- --1- __ ''foI'flo; lJ: .'- ~.'.' 110'" PAOPClSEIl) l\ ':2.J.'f.?' / rd L---J ~ ~ ~L,--J' ~L.-.---' ~.o~ ,- x 'x'" ~ / it ~. \ I ,lh1'l ~t~ffiA:\::::-. ".' ,,: ".. ~ ~ ~ ~ .-.-rnL" " x ~ l!:1!i!~ :(UL....,.,. 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I " ,~\ \ . . ;itf- e~'2 Q7 G~)~u (~r r--'~~ ~- ~J ',i~<-~,'~',,~'~~~:,.x\ ~::ii3t ~:>~:; (\ ~.,..;,,;V ",~~"'IQQ. 00 .,' :.V_~ :.)~/5;'f), 1rI''::~/-\X p~, '. "'. Tl';;~ wi -,~.,...,. I'. I -C5::'-:? -( ,'1,' ' --'1-~ ~ - ,...-~ , . ;'. ~ _..(/~ \,.. ~",.v fl.J' I ...x~ y "110I ~ .-- -.. ... V ,! \ '--' ., _~ \. r; HIQ4 VINYL F'EMCE - .... - '- - "" - 5O'R/W r_ NOTES: 1, ROOT PRUNING Of TREES TO BE PERfORMED AT THE nME Of CONSTRUCTION. >- FlOODPlAIN MITIGATION ARE' 101-1 ARI!:A _ 9,01~ sf eEL 848!1i ElJT'TOa.t E1. - M.89 / :.r-=-= -c ~ _.____A (P!Il C1lT .. ~1Dl) OOOPLAlN IoIITlGA nON AREA M-Z AREA - 4,819 sI BOlTClll . EL 84 e~ C) ~~~ 100 . /F~~ 9'".,,~...,l/i' ~~fBt#<. Gulf Coast Consulting. lno, Land Devdopnmt Colllilllling 13630,BIb StnctN.. ScatltJ.l0 CJeIr'WIbr. Ftmi. J37a) PbDoc: (Tl7) '1401818" Fie (727)'244J90 HEIDT. ASSOCIATES, lno. Tampa . Fort Myen ... f' 2212 Swann AvwIue .. ~=II'B~~~~ .. :::2_ - ~:X~,~~~ .. .. .. .illIG. IlTL-I!S-OIll ..ID StA ...... StA ...It 10-22-03 scon [, ANIIllEASEN LA 0001658 rill I'LDllOO .._. LM_ _m: P\.P I/IA/M ~ t/l1IM 1/1II4 IIIM/II 11/11/11 ..11: GIll. lID. GIll. lID. GIll. lit, GIll. lit, GIll. lit. GIll. lit. ..SCIIIPTI.., REVISIONS LEGEND L..J mer EJARRlCADlNC Ir It - 12' OAK TREe Ir @ - 12' .,to" JJl(E Ir Q. 12. wu.8rRRY rRCC 11' . - 12' PALl' TRa 11' .- 12" SA' Tll[E ,r~_ 12" ....CI"'.... Tll[E 11' <)_ 12" CITRUS JJl(E 11' . - 12" ElCAl "'1IJ5 IRa ,t.- 12'S'tl:A_ JJl(E 11' ~- 12' PfflE Ill[( ,r ~ - 12' CEllAR lr <1 - 12" W' IRa It .. - ..' .....'" lR[E Ir 4- 12' """ ""'llC f/IIT ,t ~ - 12" OlHCR ""EDES .r <3 - 12' .!PRESS Tll[E .r G- 12" PECAN Ill[( ,t . - 12' ""T!l.E !IRlJ$H TREE Ir @)- 12' c.tIlPHOR IR[( It @- 12' PUN' III(( It 4l> - '2""""'" (TP.1) TREE PRESE:VATION PLAN LAKE CHAUTAUGUA -. ..... ROTTLUND HOMES SHEET 1 OF 2 SHEETS ~ o 5 I!J ~ u ~ ~ z :3 ~ u Z < .J < :J I!J :J < ~ :J < I U w " < .J U Z :J ~ II ~ < 6 u In U o In In < .. t; ;;; I ;; o ~ ~ o ~ '" .. o .. 'J 1 OAK 6' & 6'6' 3 2 OAK 5' & 10' 3 3 OAK 5' 3 4 OAK 5'5'5' 3 5 PALIr1'TREE N/A 2 ' 6 PALIr1'TREE N/A 2 7 OAK 5' & 5' 4 8 OAK GROUP 5' ,6' ,8' ,5' ,6' ,6' 4 Only rfyou can S2M complete 9"'uP 9 MAGNOUA 14' 5 10 OAK 19' 4 OAK GROUP 12'12',10',10',10',6' 5 Only tfyou can S~ 11 10',10',14' 9',10' complete arcup 12 OAK 9' 4 13 OAK 5'5' 3 14 OAK 14' 3 15 PINE GROUP 17',24' 3 16 OAK 38' 3 17 OAK 5'S'S' 4 IS OAK 10' 3 19 CEDAR 5'5'5' 4 20 CEDAR 5'5' 3 21 OAK 30' 5 22 EXOllC 23 CEDAR 11'9' 3 24 OAK 6' 4 25 OAK 27" 4 28 OAK 12' 4 27 ELM 6'9' 3 26 OAK 20' 4 29 OAK 3D' 4 30 OAK 18' 2 31 HOLLY S'9' 0 32 HOLLY 6' 0 33 OAK 6'6' 3 34 BAY 'TREE 5',5'5' 3 35 OAK GROUP 5'5' ,5'S'S' ,5' 3 36 OAK GROUP 6' 7'7'9' 3 37 OAK 5' 4 39 OAK 6' 4 39 OAK 6' 4 40 OAK 8' 3 41 OAK 6' 3 42 OAK 15' 5 43 BAY lREE 7'7' 3 44 OAK 8' 4 45 OAK 6'S'7'7' 3 4S OAK 6' 3 47 OAK 5' 4 48 OAK 5' 3 49 OAK S' 4 50 OAK 8'6' 4 51 OAK 7' 4 52 OAK 8' 3 53 OAK 5' 3 54 OAK 7' 3 55 OAK 6'9' 3 56 OAK 7' 3 57 OAK 5'7' 3 68 WAX MYRTLE 5'5',6'6' 2 :;; '- ~ d ~ 8 ~ ~ 1 ~ .r ~ ~ ~ ~ , }. g g <( 3 ~ f- ~ I: 8 ~ ..J d z S; >- 59 WAX MYRTLE 6'5' 2 80 EXOT1C 61 OAK 5' 3 62 EXOTIC 63 OAK 8' 3 64 OAK 6'6'6' 3 85 OAK 9' 3 66 OAK 5',6' 3 87 OAK 6' 4 68 OAK 6'10' 3 69 EXOTIC 70 EXOTIC 71 EXOTIC 72 OAK 6'5' 3 73 EXOTIC 74 EXOT1C 75 OAK 5' 3 76 OAK 6'5' 3 77 PALM lREE 3 78 MAPLE 21' 5 79 PALM 'TREE 3 90 OAK 5'5" 3 81 PALM 'TREE 3 92 PALM lREE 3 83 OAK 8' 5 64 OAK 12' 3 95 OAK 24' 4 8S OAK 9'11'12' 4 87 EXOllC 8S OAK 21'21' 5 89 OAK 5'6" 3 SO BAY TREE 5'6"7' 3 91 OAK 5'5"S' 19' 3 52 PECAN 14' 4 93 CEDAR 14' 3 94 OAK '" 3 95 BAY TREE 8' 3 9S BAY TREE 5'5'5' 3 97 PALM 'TREE 3 98 PALM 'TREE 3 99 PALM 'TREE 3 100 PALM 'TREE 3 101 EXOT1C GROUP 102 OAK 5' 3 103 EXOT1C lQq EXOT1C 105 BAY TREE 8'S' 3 106 EXOT1C 107 MAGNOUA 10' 4 108 EXOT1C 109 OAK 11' 3 110 EXOTIC III PINE 12' 3 112 PINE 10' 3 113 OAK GROUP 5'-8',7" 2&3 114 OAK GROUP 5',6',7'-8',9' 2&3 115 OAK 15' 3 116 OAK 14' 3 117 PINE IS' 3 119 OAK 15' 3 119 OAK 9"10"12" 3 120 OAK 9" 3 121 OAK 6" 3 122 OAK 6" 3 123 Q'TRUS 5" 1 124 OAK 9" 3 125 OAK 15" 3 126 OAK 8"6' 3 127 OAK 16"18" 5 128 P11>e GROLP 6"6'7"6'S'6"7"6" 3 129 P11>e 6" 3 130 OAK 5"6' 3 131 PII>e 17" 3 132 PII>e 15" 3 133 P11>e 11" 3 134 P11>e 8",8" 3 135 P11>e GROLP 11",9",10",7" 3 136 OAK GROUP 5",5",6',r,6",S',5" ,6", 3 5" 137 P11>e RDW 6",5" 5' 6",6" 6",5" 3 136 OAK 5"5",6" 3 139 OAK 6" 3 140 OAK GROUP 6" 6",6' !l',7" 5",6" '1' 3 141 OAK 5" 3 142 OAK 5" 3 143 P11>e 7" 3 144 PlI>e 11" 3 145 PlI>e 10" 3 146 PlI>e 6" 11" 3 147 PlI>e 5" 3 148 P11>e 6" " 3 149 PII>e 8" 3 150 PlI>e 8" 3 151 PlI>e 7" 3 152 PII>e 9" 3 153 PII>e 12" 3 154 P11>e 7" 3 155 PlI>e 8" 3 156 PlI>e 11" 3 157 P11>e GROLP 9" g' 8' 6' 5" 7",6",7" 3 158 P11>e 6" 3 159 P11>e 7" 3 160 P11>e 10" 11" 3 161 P11>e 5",5" 3 162 P11>e g" 3 163 PlI>e 7" 3 164 PII>e 7" 3 165 P11>e 12" 3 166 P11>e 11"12" 3 167 PlI>e GROLP 7" 11" 3 168 OAK 9" 3 169 P11>e 7",9" 3 170 P11>e 14" 3 171 OAK 6" 3 172 OAK 5" 3 173 OAK 6",5" 3 174 OAK 5" 4 175 OAK 6" 3 176 OAK 5" 3 177 OAK 5"S'5" 3 178 OAK S' 3 179 OAK 6"}" 3 180 OAK S' 3 181 OAK S' 3 182 OAK 8" 3 183 OAK 6" 3 184 OAK S',S' 3 165 OAK S' 4 166 OAK GROUP S' ,S' ,S' ,5",5" ,5" ,5", S', 3 5' 7",6",6",6" 6",5" 187 OAK 6" 3 188 OAK S' 3 189 OAK S' 4 180 OAK GROUP 7",7",7",6",6",5",'1',8", 3 8" 191 OAK 5" 3 192 OAK GROUP 6",6",6" 3 193 OAK 9" 3 194 OAK 8" 3 195 OAK 11" 3 196 PINE 1(1' 3 197 PINE 19" 3 198 CYPRESS 1S' 5 199 PINE 7" 0 200 PINE 12" 3 201 PINE 16" 4 202 PINE 7" 2 203 PINE 16" 3 204 PINE 20' 5 205 PINE 20' 5 206 PINE 13" 0 207 PINE 20' 4 208 PINE 6" 0 209 PINE 14" 3 210 PINE 18" 3 211 PINE 1(1' 3 212 MAPLE 1(1',6" 3 213 MAPLE 4",S' 5 214 CYPRESS 16" 4 215 MAPLE 5",5" 3 216 MAPLE 7" 4 217 CYPRESS 14" 4 218 MAPLE 6" 4 219 PINE 20' 5 220 PINE g" 5 221 PINE 22" 5 222 PINE 9" 4 223 PINE 11" 1 224-244 VOID NUM~RS 245 PINE 22' 4 246 PINE 12',2(1' 3 247 PINE 22" 4 248 PINE 24" 5 249 PINE 18" 4 250 PINE 1~' 4 251 PINE 14" 3 252 PINE 1r 3 253 PINE lr' 3 254 PINE 2~' 4 I'l >- :J 0 ~ .J 255 PINE 1r 3 I!l " 256 PINE 1r 0 u 257 PINE 16" 2 ~ 258 PINE 1r' 4 0. 259 OAK 16" 4 z :3 260 PINE 22' 5 0. 261 PINE '1' 4 Z 262 PINE lt1' 3 " .J 263 PINE 14" 0 " 284 PINE 1r 5 :J " 265 PINE 20' 4 :J " 266 PINE 22" 6 >- :J 267 PINE lr 5 " I 268 PINE 1(1' 3 u 269 PINE ~' 3 w " 270 PINE 14" 3 " .J 271 PINE 14" 3 u 272 PINE 12" 3 z :J 273 OAK 16" 4 .J 274 PINE 14" 3 t: 0 275 OAK 24" 4 " 276 MAPLE 12' 5 0. 277 OAK 13" 4 " 278 PINE 1(1' 3 5 279 HOLLY 5',S' 3 u 280 PINE 14" 4 In 281 PINE 16" 4 u 0 282 PINE 12" 5 In 283 PINE 10' 3 In " 284 PINE 12" 4 .. 295 PINE 1(1' 3 >- PINE S' 3 u 286 W 287 PINE 6" 3 I 288 PINE lS' 5 ;( 289 PINE 12' 5 ~ 280 PINE 15" 5 291 PINE 1!)' 4 292 PINE 14" 5 ~ 0 293 PINE 13" 4 N 294 OAK 9",6" 5 .. 295 PINE 12' 5 0 (TP-2) TREE PRESEVATION PLAN 9"u.-~!J?~l/I' 1J~~~j""/' f!iJ1#'.' Gulf Coast Consulting, Inc. L8l1d DcvdopmCDt QlIWllmg 13630 581b lItftdN.. s..tt#1l0 ClanInr" Florida 33760 Pbooc (n7)n4.1818 F.: (717)':z,uogo HEIDT & A88OCIATE8, Ino. Tampa . Fort Myon ~ -,.llIIko 2212 SWann AvfnJo Tampa, Florida 33BOEI PhO'le 613-2a3-6311 Ptnellu 613-442-8538 PIl$OO< 613-842-2401 FAX e13-~78 LAKE CHAUTAUGUA .ca1lQ. "TL-MS-OIlI -- SEA - SEA IIOTI ICl-l!e-03 SCOTT C, ANDR!:ASCN LA 0001658 tlLC nllllllO IlCGItTCK. L_ _nC1 PLP 2/t 2/04 lIOTl GEN REVISIONS IlCSCII1PIIOl Ill: VISJ[JIIS SEA If _D - ROTTLUND HOMES SHEET 2 OF 2 SHEETS L~ rJ 50 I 25 o II I SCALE: 1" = 50' 50 I FIRST AVENUE NORTH (60' R/W) ~, S 89'35'34"E (L2) 'r NW CORNER, SW 1/4 SEe 32-28-16 (NOT FOUND) ^ V FILES DRAWN ACAD H: \IN\2850\DWG\2850BDY-OA.DWG H: \FILES\2850,CRD CHECKED JDW ~~:.' :E C~.o : ~,1: i : 1 I 12' I .../~:-. ~v /f , \' !' /: I): 12". i' /! i L... . Ii L+-' \ : \\ I 1'--'; /! " , " " ~/ ~ ~ ~Ylr4 .I v ~l ""NIT APY 'A.aN"'''''- RIM ELEY,=91.94 INY,(N)= 77,92 INY,(E)-83.56 INY,(S)=78,02 INY,(W)=78,22 2c, ..:: 2~ r: ,..-, ~- ('.l ~l "!Ei} g """CJ>i.J ~~ T t90P ~ ~ ..: ,~. ~ ITNCE CORNER F ~ ... 10'> 'i 0.7'(S) c;:, '" I~ ~ ~ 3.0'(E) 8"~-:5 ~ I~ ;;;,: 'Q,rROM SIR C.LP I ,L.P, ~IR ~ ..... ! I ~~O! /(~; j". II ~~~ ~ L I. 6. CH"" I ' """ V 91.82 +. ;;; ~ i 0; 1 l ::: : -; \ ~ ; \ ~ I ,j I ~ l ,/0", ~~ 5 / ~t ~r 91.4 ~ Y :92..12 ;;; , ,u ~ ~ / ~~ o;,~ V"' ,i~~" I //( fi r #~~+ ::~~. ':,6 == "FCM 3'x3" ~2,w "\,.91.60 ~ 6 ',' .::.::-- ~ \ >: GP ~/ CLP. \ ~I V ' 91.43 ~Ji / : f-9Ul '1.i \0, i ~ 60' J; I~ f- (f) IJ"5 is ~ 90,4 C.P. I 89042. 2"E (F) : 90.1 r-..... ,~ 15' . ;0.. .:1 16" . \0.5 , \ 15.L . : ~, 'tin, ..\ \ ," ~ ~~ J ~'Il'l'q ". L .,.. 1r <tf/f): ~ 9'6 5" @~ ! 88.9 Be.1 5'0.'~ @ 5' 90~/' ;/ ~l:lll.4 I ' fi t-WETLAND 90 /;1<.0 74, LINE ')~, ';,lc ,7 ~c;r I @:}~16 ~' s;~5 ,~~i g' 5' ~"5' 5, ,@@" '"I:t" "i 6 ~~, ( (~,! I .,,1. 8~ 8 91, 5'6' >) @5! @T '11;; ~" 6' ~ I \ I Jf0L ~1~: ~8'S"& 1\ q~"~ ~.,), 88~:'Q' I ) ~~ ~'~I' fr:'[/,/~9 91.56 ll, LL 1.51 1.0 ",14 , ,... ~ ,W 0; ...... ti I ' Ls ~ \; l. 3 8' 0-;,. ~ ):-1 I I' 1'"~ ,,~::J I I" J!ro- ~ II 91.56 o;~~ 918t5 ~1 7' . WETLAND JURI,SDICTIONAL~: +I~ ~(2 \~ ,6 ' LINE , : ) '... r" : i 1 11-. \ ~ ' 16," ,',' I'" ~ 5'." . 5"6'/~ - ",' 5'S' ,,' ""~x3 .l n...c , O)'~~ \.v~.,,," t 10" f"""". "f', , ,.....' ~.-;, r;;4~!'!.1'f... ~~..f \-/ V '-J ("<If. :". 5' 91.75 0 ~2.02 ~2. j-....... 1~" s 1St g' g' 7" .. 666,07' (L2) Ji..,;, ~.1C'.'0 ~3' HAIN UNK FENCE . . /4'.;/ARBED WIRE FtNCE , .L-f- ~ N ~ '" \ 1~' N 89'36'24"W (F&C) I ~ s 00'OO'04"E-~7~ " "~Q' "" ilSS1' S 89'3S'34"E (L2) ,'1.6 6,1:2' (L2) <.0 M 4 x4 , " r}' OP 1/2,. P 0 B I ' \ N ,25'(S) , . 8' 1. ... 1 . 6' T · ~1.89 ,~ 92.1\02 .J, .,} (L 1) . · ~ II,;;: ~ .':. · ,;/ . t::. ~4' ';'! \ I, , '" .. 8' I / ! i r~ I.&.J 0.., I .. 7 i ~I~ ~.t~. 13' 10' .;~" .f. 1 I a(".. ::<:". . 16 "" , ' 92.06 V C 92.34 92 3S..;r .)- 4 ... I~,:.! i -IIC ~2.3 '~... 14' lkJ' g.r- 3:. Ie ~ :.. 7' li~ ,~ ~7~' .' E' ~ i 1:. .. :.. 92.12 , 92'~2.2 Loo' I 1 92,45 l' 92,7\2.3 ~2,~ ~ ~4~ 2 .IAt~ ~~ r ~2,S .- f 13' \ I~~ . ~.2 '~ \ J, ~ \4 92.87 \ r 193.0\2.6 92 2 = JURISDICTIONAL @l@{ 5' , ~: 6' @; : i " ~ _v ~~ ' \) ....:. 0 ~ y> , -) /- ...""T 91.35 SANITARY MANHOLE KIM 1:.Lt. V =\il.~l:l INV,(N)=77.44. INV,(S)=77 41 : 6" 87.8. @ 5"5'5 . ...--=- F.'(O'," ," @" o~--2c ~~. 1?~~:t5'<... ~,3 ! " rc;;y 8'8' C" ~~:.f: " 7"@~Q' ~ r.;<, "d>"~ E 5'0'" ~ :!') D ~:, 5"5~7.8' ; I : ";' " '-i- c' .",. ~1~' . 9' . 5' @ :' ," ,,~ I ~6'. 1" 5"~ J 45' 9" : . . 5'@~.@ .; 5~~i 5'~:' 6@ @6~6" 6' @ :!'t..:! 5' Is]" 6' 1'f. I , 13' 13' ;:.4 &": 6" ' 10'. J". '~ i 1t S:..7'\ S'10' .,. . i E" g" I ~ . 14;, : 1"" 5.... ~ ," ... I." 9" r , ~. _ g' - ' ~;.: 18' , P''f~~'' ; 5' ~,' .~Ul' '. . 0" I 12 6~' . c- 5~:-... 5. 1C .. : 7 5" 1w." "" ~ ." .., g' C' ... 0' 6.. 8" . := 5" ; @@ i 5" I 13" . ~. ~ -a- . 6' s":~' 8' .: . . ,<If 1~ " . · g' . 5'6" · 6' . 14' . : ~2,3 '2~ . 9' I .' s' ~ ~' @ 6' ~ ~ :. . I~ ~~.. / ~ i ," 10 I . . 1,' ~ .13' · .,~" 6' . SANITARY MANHOLE KIM 1:.Lt. V, -\i,).4f INV,(N)= 76,64 INV,(S)= 76,53 1:' . ~. ~ 6'5" . ~ S' @; 5" 10' @. 13" . . 5" . 5' .9' g" 6" 12" , .., 1" 5' . 9 r. .". 5' 5'5' · I,. @@ 8' E' . ~5" .. )"'.., '" I 5' ,';' . 92,98 13' : .. J\ g' i~:. ~C.' )J , J, IT : ;i" .:,c g". ,." : '.. SI 8 '37'10"E (Lf) I 45,00'(L2) ~ g' 8"13'-1 "".6' I ~' '""' 6'7" I ~ C'I I 0 -1 7' . ,'0':--' ~ ," or-... -1 .0' (:, r<) '-' ---~ lC." 6" 0 ~ ~ ~ S' ~ .f (/) ~ ~~ - 1:' I 5" Is' .~"~ · ~ 7". 7" _6"7' 7'" " ~ O. I ~ 15,. . ::<t ~; ,- .' -:. ~ 8 ~ - -< 12~ 0_ t, .J8' ~:, 14'1 0 1'. '6~ _ ... : 6' .. l ~ g" ! "Z · : .... g' , i 9"O@, @9'~: .. 11':' ~. .- NR""1/.P'/62"6 ! 140,00' (L2) i .1:":-E' CHAIN UNK FENC'~ FIR 1/2" ~626( . I .. PI <::; 4.f:.?F. -::~,0~9.~T~2"E (L2~85.00'(F) ~ ~ i ~~. ,. 5' -;,). 5"~ 00.00'04"E &F~ I '----7 12'( . . 30,00' ( __ s2.0 , ... 92 ~, 32, 92,1 . ''"2 u - /~ZO ,~ DIRT Dr YEW/>.' ~2., .. liT" , ./ 0.73' OVERLAP S~,~ \ ,2.2 ___ ,_~o.26 I ___ FCM 4"x4' , \...($0' R/W) i o:o7k) SEcbND AVffNUE SOUTH ,," . ~.{ , ri .! 7"S' . C . 7' h5' 5". 'f@ 92,71 1 1 1~ ~3'~24 92,4 '""' l';l d ~ '0 ~,g ~ ~ ,~ 9212 + ' I 92,5 92,2 K / 1\ ! i s' ~ · 5' 6' --'- 2E, \~~');. 91.9 o , ~I 92,38 ~ 1 J 92,26 1 92,16 ~ I I 1 SANITARY MANHOLE KIM t.LtV,-\iL.4l:l , ~I INY (N)=75, 72 INY.(S)-75,71 INY,(S)-81,51 _ fP.V.C, ~ 92~ 92.11 16' ~' 92,2,~ ~2,18 -- 92.\ 9~-lkJ/1L.3 "'0' "'-, -o;J~' -z .1 '10 r) ~ ~"-' 3C: 3= ~ , ;1 N REV DATE "'" , , 5" i. c' -~ 0, 5' ~ 90, c:- /!' 89.90 ~ i ........... ~&~ ~ I. ~~~! ~ ~ ~ wL ~ I.~ 'G:' ~. 1 1:........... (f) ~ "-/ 11' ~~o r- :. ~~J!= FCM 3 x3 N_!1~ ~ ...cO- I , I I u. .......... U- , I 0 ,~ .... ,... I 0 15' FIR 1/2" to I 0 .:i: ~ S ~ I 0 ~ 9' ~, , . o~ I \ '" u' t,.-, ;;Z g: ..." pp. ~ FCM 3"x3" w.liEi~:3?r(~ ~F) ".; '''' : l~ ~.~. ~ I , 5'$'5 i, . II I L0!!! .:/ ;t ABOvt ND -<: 5'5 i F1L TEfl B 0 \ i II' I j20' W ~ ! 30' _ CONCf OCK WALLS 1 ~ \~! 14 I 1:- i~~2~ I 5 : @ , ~{O'l \ r<) II I ~ ,,"",w~ I~ 'I: ~; 9' IV ~ sa~~~\ \901 w II ~'f)S Idl : : /~~~~2;~-k \ ::E a.. >- Z I -r- I (': '''; , a:: u -,. ,73 \-', ,,' en w I Vi I i, .' A --1 ',o~ ;2 ~ gs ~ ~ \ ,,, " <{ r<) lr' I C::.: ~ !---...! 1" ,/ I I V. (/) 0 0 - I .. i sa6~1\ ~9Jr;_g "1'1'1 I =~i~: : :~\ -: ' Af~". J~~J r'~:~ 1 : :, r--\. 0 a::. j : 1;' 2C' 'r/~~ ~ ~ /, Ba~ \ i :.:: i i \~. ii1Pj-:E i. i. ~.;~ ". ; ~ '~ ~6':, d". · .' J. ~f / · . - '1\ \ II I ~ I~" '" ~ i1. .@:/ ""FJ'c ~. i\J~ /'4-' ; , - '~ \~' I . ~ \ ", ~ ~ .' - / :/ ~(CLOTHSLlNE 'I :- M.4/ I I, \\.o,::f : 2C' <:: 2" , / WITH POSTS pu II I \ . <( w ~i 6" 6'8' o' , t1 WETLAND JURISDICTIONAL~ ( I' )/ \ ~ a.. ~I ~ ~ ! i ~36 I 1" ~ -.../~,~ L,NE : A ~ II I w 'w :"" 9'3 V ~; ,4'\ ~. 6 ~) \. 1* il <":::: ~ _ 8' '- ~.~ II.J. IFCM 3'x,) ~' ~.56 ~\ llll.~~6a llll.U~ MIa tCM~12HEDS / 1- If?' 8 r \~'v-- 89:-~_~ ~- ~% - ~ r~j~j }12 ~9~ _/"' ~ ~ j - /~ - -~C.T.'- - /, LJ/LJ 84,5;' FCM 3"x3" "~'V 89.' ~ 90y(.~, /,' ~A / 11 OO'(F) FCM 3"x " 42.8ir t) PCP 827 '....~ ~, , , , ,.,-" ,~, ~1';\\1 n \ ,_ 90,(' , ),~' 6"" ~ ~09,8 6"@Et\' / \~ c;,. 7' \ , "'\ ;-' I,. b ~ V L..- ' / ~. @u' /7'6' :~ BARB'"f:ER.'E FENCE \~~ ~ · (CATED 60' R/~~ SE~ ~~;~'~#;:1~ L - - - - - - - - - - - _~ _ .L _ 5'5'1Oiilil16'6'C """,, , ~ <' / @ ~I 6' -: llon c '-- / i / 1 ,". ~~,8 " r IU G '1 ;:: , ~, iL ~t ""'j ,- @07'S!g 5" [. c' 0~.1 c' 16 i I " I 'tI,,~ .! .. , ! I ~ I / S 89046'59"E (F&~) ~/'T>" i I 19- I /1 i' 'I \\ / . _'~. i I!' / \ i ,0'" LJCW / I 6" ~ PP 'l \\ I 1/ II '0 ~(TFCM 3ifx~' ~~ICK 16,8 84'(F) 6' @ 'i9. ~~t.6 .:\~~ - ,24' 22' / co" LJcw1t.Qs:.6' STRUCTURE : ,@ ~AlJCEl j4 c '~1'~" .13.. ~ 2~ ! 8a-. ~7~,5 7 5 i ~ 10 _ . 0" I 6' ""'" ~9 4 ' h .... It' s @HOSEI ' I · ~ L P 3: a ,I tb 5'@BIBBS12'!NORTHEASTCORNER;',86.2"41 . ~ '2'. .12'!"f . ET! LOT 6, BLO K 42 19"1t'g.. 84,','VJ4 -.........~ I 11" 0 ,j, 5'5'. ~ ::r: 2"' S' ........... , . i 12'12~ ~.10 " O' ,.) J ./.JOe; V).JL Ai ! i 10' - SR......' I , , HOSE 9 LARGE HEDGE ROW iJ !::! I'? i I - ! BIBB 4 10' 71 o' g" ~ :s 1S' 5'5'..)! i 12' ~ ! ~ i @ .. l' .' ... ~.f ') ! 600.44' (~) ~ 700.12' (C) SIR (WITNESS) -, ..., c.. c.. CORNER I NOT SET - 12' · lC" . .8" FCM 3"x3" FIR 1 /2" E' . ~1.4 00,0 I 14' 14' I. . 12' . .. 8' . b' ~ I ! ^ 8S1 T . 9'14' . E 9 1 () " r) ,- " 7 1-.; 10' . ~, ! 6'5"5" ~ " 16' 24' 1 1 .d1fi!! 1~~; 16'~8" /. ~ F 3" 20' =1~82.85' (L1&C) ( .,.. "13' 1l=07'06'56" (Ll&C) , 110' . 14... A=i71.74' (Ll&C) \ 1\ 22' fA .:,s- 5~~' ( C=l171.63' (L1,F&C) · jf.J ;..)/Y C~,.~~S:"7"42"38"W 1,:&) F'M 3"x3" .- " -zj' ' . ' . ! "'- () , ~1.6 i 6' ~. .5' 20 -t" tOE . ~C. .. 15' . 10' ,.. . 15' . 6' . 6' 4 11' . ./ \. 90.0r- ! 9'9' i<# ~.9 1C" . " 9' .. 8 .JC' . ...' ~..., ,,' c' ~E~ 11' 6' , 11'. ; . i ,," . , <' i6"@2' ~ 7''::6' , @~, 10" ~ s~s' . i 6~6' 1 s' I @ ~' I ::-IR::' /4, ,/::t'-JUE N, (VACATED 60' R/W, SEE NOTE #11) ~ ~J., ~ '~'~ i\C'~ , Ml:- 5'5'5 i 5'5' t{" ......5.5" F!' , I ~, \/E N L I r- N . .. ~ 0/. VM~~'cA?" ~~8, J~~~ ____, 87,8: U //~" " , ! Ii I. --, , /' l \', . I I \, :-,- I , , " '~~--2.-/~ p 8' .11' . ~" . ~ 20 , /WETLAND ! / LINE , v ~ p ~::: y> f' 0\\, 5' (VACA 60' R/ SEE NOTE #11) ~- TO~ 38' @ 24' . r,o L,,- ..;::::::=::::::: , /' ~.:4 /. / - \, ) --" I, ......... ~ \i '",:~., " - . ~ 0" BANf 1,' ,;,;, ::r : . 10" '1 . 1S' . ~ \,} : , ~-......' ..........-:~~ r',~ oo.~ 5"5' V ! , ':." !If I 18' . l:t . 16' . 2E .' ~ r'\ ::: g"' -~f' ~ 6' 5'@ ... @;@ " f\.4 ~ 18" . 6' (!\ ,:' W/" , 7'. '. . d .' 11' 9 @~ 5' ;; 17' . , 17" I ". ~~ .. .. / . ~y ,I ;.\ R=2913.( 7' (L1 &<;:') . )1l=05'181 .. Ll&C 6 ?~' A=270,03' ( l&C) 17) C=269,94' ( l,v& · ~ CB=S,l 7'33' ?7W. (L1,F C) / ! ! /, 84,O;f & Be,S f, ''-.J 8+4 ~ 19 ! 18 ! I : JURISDICTlONAU ! \ 83.9h ,. 17 1(-; (!~1) 20" , I ------- OQ' "-'5'6'6 87f8 ....~ "5~. <iJ' CORNER NOT SET c " " , , (J 6'6' 6'" ____, D c' I ~1.5 Jf~ 1'3" , / 8' ~'l ~GR:'T OF t 1/ OX 4980, ;1 1)/ ' / / I $4' I / ,I I ,. 4(j / @ I I (:f: i I 9 ! I ~ 6"6'6' @ \e' E/) BS X I~ / ~o'.lp, ',' 6' {HOSE {J. ~I ti1-. r.r, 'l:!)s'l ~rr /' ~ I (4' BAR 0 'MRE FENCE P,P ~d-7 a 1\ \ P.P.. V, i 6"6159.9 , 9" "'.. 5"' '5"5 24'22~B7 5 <" J'5'~7 ~ 6" 7" , 5' 85.6 .04 5"5'~< '}.. ;1-s'. . ~.r 8'~!l@ 1~6' 10"0 - 1. 1iJ'lf<'. / ~ C!;'~ , f 6' v , SHE/riS I - 18.37 'I <S> , COtIC , ~SHEDS I h 9' f"TTl'iBiRD'- I I ~ L~OUS 5'5', N' 20''''N~'''', @ ~11 ,f . 0 I~ ~ ~ "'~: ., <S> \ ~ I CJ> ~ i /~ i ~ 10" i - ""\ 1'- ;// ~ \ . @ i / - i 2'2" ., /1 ,/ , 1 t1; _~'." 11 ,/ J' 4 "I'L ,5"5' ; I ~ ....-' :.;-/i 5~506 1 I SHED I 5" i ", ' C::~. ~ 5"S'7 I '" I I /5"6' <) ;' l I; I ~ I ro 1C'7" I c 8"S" , I 17' I '8a! 15 89,00 ..12" / k' 6~' ~~ 6" i ~ I 0 S '8' ~ .:' ~,~~ i~ ~ ~;. ;.;;~: '.!x;', , \__ ,2:.~~:~~~':,~ : t7.5 ~ / .) ~,,6 6' ~~' '\ . FlN,FlR. . // 1, 6~" @6~J~" s" .6'.' \ \ ' EUv.-a9,OO l' /a-. 5" 61i7'7 . ~ \, \ \ I 25,~'J, jp,~ "" I "/"""'\ @.:!! \+8i.i '~'5~ .:;;.f : ;'4" / // )" 7' 5' _';. ~~ ~:' ~LL 1~' 8' 15' 1(" 67~a'II' ~;, ' r--..b~:' c' ~, /9'10/11/; 1';' \ It...fitJt'@ ~ 7.€fJ!" i ~ ~c c' M/ ' ~~/" \1Y, d::. i'r;'~ ~ 6'@ o~oo~ i ;~tllO ;;"' ~ r 6'1 21"., .'~~" 11l .. /4/', w . ~ '~5" ,ia~ 14" \ SHED-;; , <s> .6 0" '0' 5" ""1>1.: (7~ 7' 71:!)'" 8' 10' t2'. N J <; 6" " 5" ~ '. 9' .~~. @ @8' ,~:J' ". 11' . ~ p "' .;' " u, //////~7//.Y<Y.-''''''/~o// ?'l<:k/I//,N/~// '7'-./)''////////////I.//)</''-' ,$S'-\0 '~------r---.-Ju ~' ~ u~L !/ ,~16' ~ I ~ 5 Y~?i' lFirR 1/2" ==== 1\ ~ I LS 4626 9 '~1.09:" 89 88 87 6 '\ 1 I CM 4"x4" ~ , flR8 go' I(L2&~1 B:r- ! i .61'~N,) , , I r ) '83.E O,05')E,) , JOHN HEAD l'\NDERSON, RQSE MOORE ANDffRSON AND I I .,i ,; ! MIKE MOORE i ANDERSON, CO-TRUSTEES OF; THE JOHN i , ! HEAD ANDERSON AND ROSt MOORE ANDE~SON : i REVOCABLE ILIVING TRUST i i I O.R~ 6715, PG. 1854 i I ! ! }) \, \. CORNER NOT SEl (~7' 990,06' 5~ ft 6. 1231.54' (C) 5'5'~ ~~ 5"S' ! 4 5' \ I ~l.1 6' . I : PERPETUAL DRAINAGE UTILlT!1 EASEMENT i O.R, 4t63, PG, 1889! <:::( AND 84r'- ! I dSEMENT G. 2008 / 1q '1~ ~t' 90.9 "1-:: 2C i9,3 i7.2 I... "1;:: ::,.: r,~ ')~ .4..: /' i I :J 6'6"7"~ i 1/ , i/ o 1 C ;.... ~7t 6~ .,. \0,6 : . i 14' 1. 5" ~ ~ -.J " iiI) S' @ 6~8~.1 7"@~' ! , i I 5~ ., 5" I 6" I . . : I i i ~ 9" . ~O.. J i \0,7 (4' BARBED ~RE FENCE--......... I : .......... I I i I 90,C ! ~, / " ~'!4f ;:.~~t- ,\ 8' / ," / @, c! ,,' 16 \ <:::( :=> i -.J <:r ~ i& () ~ Ci :;:) "";) k ~ i- Lu ;::-- ~ ~ o ~ f:j V) 6' I 6"" I - C::: ~ "- (. " ~ I\. suf.. .x- '-.l-. :8s.2 0:: ,,,,,", , r i~ 1 , I' 5" I ;} D. I ~ I ) ~ '\Yl~ L ~SH' <:( f-- ~, I ~' "- 0::' 90,6 6'9' @ G..,. ~ ~ 6' ,;. i' o~ 5" a ~ (5 ~ '-- .:::> .i -, " ,- ~~U,O, , ,- N' 1- ~ I r,;::,. F v ~ I...;:' \ n- . SJUTri NOTE #11) 15' . ~i 57 @ -J 15' . (VACATED 60' R/W, SEE 1 ~ . 1" . 8' @ 6' . 1C' . 1,' \0.7 12' ~ @ . r Ii _4' BARBED 'MRE FENC~ ~. 10.4 - , ,~ ,r/M 4 .. \':" r.BASKE1l3ALL '../" Q, / I 1" !l1' : ^ HOUl-' Wl~r 12 24' 90,3, . : I ~ ~!' i 1E. @ 91,40 I ,02 I. \..101 CHAIN /. L1i FENCE , I 21 I I 1~4X- ~ 913 7" ." 1'" @ .' 'c" ,;. @@@ 7" If. ~ ~ / AM800 :r S' @ 8'6' ~ u 11.j -~' a, r::1\l( ~9 @5'S' STABLE ...115 WOOO FRAME ~U.l 01 L I (...II ~(i ~' c' " I" i' ( v 0 ' f ~ · · · 11.0 t. 90,9 .......- . : (~ , Zi"', ! ~~ : :' ~ C I f""')S , r;jj., ' I r, , ':'4 ~2 L--\ h -rs, ~~, :<: L.J \ ~ l/') o 0 QVl o g 0"- 8 <( ~~ ~'::'yVl 18 I i 24671 J r ]6.42, CJ> , ~'- ...?475 : ~" ~~"ro.73 ,;{i I ~~J: . ,I~/ P.P. : j" I pp I 12' ,~ / )ts ' ZZ, =<L.J, :ru., U:<:' , Z }::J; 85. ~ -.......~ ~ ft 5"S.flJ 1616 @ '" (:J.., Q<':':~/ 1.4/ \lV.93 j i I- : 8' o' 6" I. CO , .. i j S1';" 0) . I:. i 1~" I. 85 f I .....1 : c ~. 4f 1 r;> 1~.,.- -- @@ \ 55.8 .. ~ 15" . , 52ty '~ [1.90' OVERLAP 1S" ~~ 6"6" ~ 1f .! I ip=." . . 5 6 6' 6" 7'E' ,6' ,",' @ .oW14 ~.J 6 . ~ M' ",- \JYt.~LAP'~'" """!t5'l' ~:'" '( (SEE ~1r\Tt:' ,. ":) \ (VACATED 60' R/W, SEE NOTE #11) S 89-37' 42"E (L2&F) r' " -+- - BY rj ~-::.. /~~ I" , i!' -; ---:- \~, (I ~ , " , t")1 \\, '-.-'1 / / \<~" ~ APP'D ~ :;> ! \..-' '-J::' ':'-1...) 2C, :s ~l /) " ,::,4 L._ I -t---- --- i +___J I 1 ;.::, CURVE DATA CURVE C1 C2 DELTA 10"02'13" 3'00'10" RADIUS 1762,85 2533,77 ARC 308,81 132.79 CHORD 308.42 132.78 TANGENT CHORD BEARING 154,80 S 16'07'31"W 66.41 S 18'38'22"W _",Jli~ /J~ PRE PAR E D FOR: PROJECT: POLARIS ASSOCIA TES ING. PROFESSIONAL SURVEYING LB #6113 2915 S,R, 590 SUIT[ 77 CLEARWA TER, FLORIDA 33759 (727) 669-0522 LAWRENCE DIMMITT 25485 U.S. HIGHWAY 19 CLEARW,\ TER, FL. 33767 No. LAKE CHAUTAUQUA ESTATES , ':~c:;~:;C:;~~~J;~t;l~t72:;'fW':!{'i\!,',,~fi~i:~1~..';/iJ::~i:'~~~~Y!fg~:,~-' .~~i$.~~)f1;~:E~ii~;~jf'S~1:,~i>;~~!~~!:~~'..... ',; .3~~f5~;i~;i'~~,~- " , c~~'~~:~;,~Jj7i:o:t}~~~: :~{~t~< ;*~;~?{~~"~~;~1:;', 7j: ~";~~'~~~~{~~~~"::~~i,~j~*~~~~~~~~~l~i:::~::,:' ." ""--- ._- -- ".- - RECEIVED I') r ' j ( ;: ] i ; \ 1....1 ~_' -), .-JLANNING OEPARTMEN ' "IT'( OF CLEARWATER "~" --.-.J <( Z - <.!) - a: o III ... - .... TREE LEGEND 12' @ = 12" OAK TREE 12" @ ~ 12" WILLOW TREE ~' ~~ .... IWl.B~Y ~~ 12' ~ = 12" PALM TREE 12' ~ ~ 12" BAY TReE: 12' ~ - 12" MAGNOLIA TREE 12" <) - 12" CITRUS TREE 12" ~ ~ 12" mCAL yprus TREE 12' ~ - 12" SYCAMORE TREE \2" . = 72' PINE TRE: 12" ~ - 12" CEDAR 12" <J ~ 12" ELM TREE 12' ~ = 12" MAPLE TREE 12' <l = 12. WAX MYRTlE TREE 12" <;j - 12" OTHER SPECIES I 12' ~ ~ 12" CYPRESS TREE 12' . - 12" PECAN TREE 12' @ ~ 12' BOTTlE BRUSH TREE 12' <!) = 12" CAMPHOR TREE 12' @ - 12" PUNK TREE 12' <s> - 12" MAMOSA T Y P E 0 F SURVEY: BOUNDARY, SECTION 32, TOWNSHIP 28 S., RANGE 16 E., PINELLAS COUNTY, FLORIDA DESCRIPTION LEGAL DESCRIPTION (L1) LOTS 1 TO 6, INCLUSIVE, BLOCK 42, UNIT 1, SECTION "A", CHAUTAUQUA ON THE LAKE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 52, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ALSO LOTS 1 TO 26, INCLUSIVE, BLOCK 40, UNIT 1, SECTION "A". CHAUTAUQUA ON THE LAKE AFORESAID. ALSO LOTS 1 TO 8, INCLUSIVE, BLOCK 41, UNIT 1, SECTION "AU CHAUTAUQUA ON THE LAKE AFORESAID. ALSO VACATED PORTION OF FIRST AVENUE NORTH BETWEEN THE WEST BOUNDARY OF LAKESHORE DRIVE AND THE EAST BOUNDARY OF FIRST STREET EAST BETWEEN BLOCK 41 AND 42 OF CHAUTAUQUA ON THE LAKE AFORESAID, i I ALSO VACATED PORTION OF FIRST STREET EAST BETWEEN THE NORTH BOUNDARY OF CHAUTAUQUA BOULEVARD AND THE SOUTH BOUNDARY OF FIRST AVENUE NORTH BETWEEN BLOCK 40 AND 41 OF CHAUTAUQUA ON THE LAKE AFORESAID AND, BEGIN AT THE NORTHEAST CORNER OF LOT 6, BLOCK 42, UNIT NO, 1, SECTION "A", CHAUTAUQUA ON THE LAKE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT 9, PAGE 52 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, FOR A POINT OF BEGINNING; THEN RUN IN A SOUTHERL Y DIRECTION ALONG THE WESTERN RIGHT-OF -WA Y OF LAKE SHORE DRIVE TO A POINT WHERE SAID WESTERN RIGHT-OF-WAY LINE INTERSECTS WITH THE CENTER LINE OF CHAUTAUQUA BOULEVARD; THEN RUN IN AN EASTERLY DIRECTION ALONG A LINE THAT IS AN EASTERLY EXTENSION OF THE CENTER LINE OF SAID CHAUTAUQUA BOULEVARD FOR A DISTANCE OF 380 FEET; THEN RUN IN A NORTHERL Y DIRECTION ALONG A LINE THAT IS PARALLEL TO AND 380 FEET FROM THE WESTERN RIGHT-OF-WAY LINE OF LAKE SHORE DRIVE TO A POINT THAT INTERSECTS WITH THE EASTERLY EXTENSION OF THE NORTH BOUNDARY OF SAID LOT 6 IN BLOCK 42; THEN RUN IN A WESTERLY DIRECTION ALONG SAID EASTERLY EXTENSION OF THE NORTH BOUNDARY OF SAID LOT 6 IN BLOCK 42 FOR A DISTANCE OF 380 FEET TO THE POINT OF BEGINNING; WHICH SAID DESCRIPTION INCLUDES THAT PORTION OF VACATED LAKE SHORE DRIVE WHICH LIES BETWEEN THE EASTERLY EXTENSION OF THE NORTH BOUNDARY OF SAID LOT 6 IN BLOCK 42 AND THE EASTERLY EXTENSION OF THE CENTERLINE OF SAID CHAUTAUQUA BOULEVARD, AS VACATED BY RESOLUTION RECORDED IN O.R. BOOK 4975, PAGE 167, PUBLIC RECORDS, ALONG WITH, LOTS 1 THROUGH 13, INCLUSIVELY, BLOCK 43, TOGETHER WITH THE NORTH 1 /2 AND THE SOUTH 1/2 OF VACATED FIRST AVENUE NORTH WHICH LIES ADJACENT TO LOTS 1 THROUGH 13, INCLUSIVEL y, BLOCK 43, UNIT 1, SECTION "A", CHAUTAUQUA ON THE LAKE AFORESAID, AND THE VACATED PORTION OF THE NORTH 1/2 OF CHAUTAUQUA BOULEVARD, LYING BETWEEN MAIN STREET AND THE WEST RIGHT-OF-WAY LINE OF WEST LAKE SHORE DRIVE OF CHAUTAUQUA ON THE LAKE AFORESAID NOTE: A PORTION OF THE ABOVE LAND LYING WITH UNIT 1, SECTION "A", CHAUTAUQUA ON THE LAKE HAS BEEN VACATED BY RESOLUTION NO. 82-65, RECORDED FEBRUARY 19, 1982 IN O,R, BOOK 5309, PAGE 1173, PUBLIC RECORDS. LEGAL DESCRIPTION (L2) A PORTION OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 32, TOWNSHIP 28 SOUTH, RANGE 16 EAST. PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF SAID SOUTHWEST 1/4, RUN S,89"35'34"E., 666,07 FEET ALONG THE NORTH LINE OF SAID SOUTHWEST 1/4 TO THE CENTERLINE OF MAIN STREET; THENCE RUN S,OO.00'04"E" 6,12 FEET ALONG THE CENTERLINE OF MAIN STREET TO THE POINT OF INTERSECTION OF THE CENTERLlNES OF MAIN STREET AND CHAUTAUQUA BOULEVARD; THENCE RUN S,89" 35'34"E" 30.00 FEET PARALLEL TO AND 6,12 FEET SOUTH OF THE NORTH LINE OF SAID SOUTHWEST 1 / 4 FOR A POINT OF BEGINNING; THENCE RUN S,89"3S'34"E., PARALLEL TO AND 6,12 FEET SOUTH OF THE NORTH LINE OF SAID SOUTHWEST 1/4, 990 FEET, MORE OR LESS, TO THE WATER OF LAKE CHAUTAUQUA FOR POINT "A"; THENCE RETURN TO THE POINT OF BEGINNING; THENCE RUN S,OO'00'04"E" 499.60 FEET ALONG THE EAST RIGHT-OF-WAY LINE OF MAIN STREET; THENCE RUN S.89' .37'42"E.. 140,00 FEET ALONG THE NORTH RIGHT-O~'-WAY O~ SE':;OND ,\VENUE SOUTH T(, T!-!:" SO!ITW'.~'::ST C0R~!EP OF LO, 4, 5' OCK ?,F d~,; Nu, i - SC::Cii(;" A C:-;"U-;-AUiJ0.-. 01\ iHi: ,-Af\~', A:': RECO:-:ui::.lJ IN PLAT BOOK 9, PAGE:: 5:':, PUBLIC RECORDS OF PINELL:' S COUNTY, FLORIDA: THENCE RUN NOO'OO'04"W., 1 02,38 FEET TO THE NORTHWEST CORNER OF SAIL LOT 4; THENCE RUN S,89"37'10"E.. 45.00 FEET TO THE NORTHEAST CCRNER OF SAle, LOT 4: THENCE RUN S.OO'OO' 04"E" 132,37 FEET ALONG THE EAST LINE OF SAID LOT .:. AND THE SOUTHERL. Y EXTENSiON THEr~EOF TO THE CENTERLINE Or SECOND AVENUE SOUTH; TrlENCE RUN S,89'37'42" E" 688,9 FEET, MORE OR LESS, TO THE WATERS OF LAKE CHAUTAUQUA; THENCE MEANDER TH:: WEST SHORE OF LAKE CHAUTAUQUA IN A NORTHERLY DIRECTION 541 FEET, MORE OR LESS, TO AFORESAID POINT "A"; THENCE RUN N,89"35'34"W" PARALLEL TO AND 6.12 FEET SOUTH OF THE NORTH LINE OF SAID SOUTHWEST 1 /4, 990 FEET, MORE OR LESS, TO THE POINT OF BEGINNING, AND LOT 4, BLOCK 38. UNIT NO. 1 - SECTION A CHAUTAUQUA "ON THE LAKE", AS RECORDED IN PLAT BOOK 9, PAGE 52, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, NOTES 1 FIELD BEARINGS SHOWN ARE BASED ON FOUND MONUMENTAION FOR THE WEST LINE BLOCK 40, UNIT 1 - SECTION A CHAUTAUQUA ON THE LAKE, P,B, 9, PAGE 52 OF THE PUBLIC RECORDS OF PUNELLAS COUNTY, FLORIDA SAID LINE ASSUMED AS BEING N,OO'03'13"W, 2, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS, UNDERGROUND UTiliTY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE FACILITY EVIDENCE THIS UTILITY LOCATION METHODOLOGY MEETS THE REQUIREMENTS OF A QUALITY LEVEL C AS DEFINED BY THE FEDE.R t..L HIGHWAY ADMINISTRATION. UTILIZING THIS METHOD IT IS NOT UNUSUAL TO FIND THAT 15 TO 30 PERCENT OF THE UNDERGROUND UTILITIES ARE EITHER OMITTED OR ARE PLOTTED TWO FEET OR MORE IN ERROR. 4. RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICA TlON, WILL BE AT THE RE-USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO, 5, ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. 6 THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVlRONMENTALL Y SENSITIVE AREAS, JURISDICTIONAL LINE SHOWN HEREON FOR GRAPHIC REPRESENTATION ONLY, SAID LINE TAKEN FROM SPECIAL PURPOSE SURVEY PREPARED BY POLARIS ASSOCIATES, INC, 7, PORTIONS OF THIS SITE APPEARS TO BE LOCATED IN FLOOD ZONE x (AREAS DETERMINED TO BE OUTSIDE 500- YEAR-FLOODPLAIN), ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125096 0005 D, DATED AUGUST 19, 1991 (MAP INDEX DATED AUGUST 18, 1992) AND PORTIONS OF THIS SITE APPEARS TO BE LOCATED IN ZONE X (AREAS DETERMINED TO BE OUTSIDE 500- YEAR-FLOODPLAIN) AND ZONE A (SPECIAL FLOOD HAZARD AREAS INUDA TED BY 100- YEAR FLOOD, NO BASE FLOOD ELEVATION DETERMINED), ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125139 0088 D, DATED MAY 6, 1996 (MAP INDEX DATED MAY 6, 1996) THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION, THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT -THIS MAP IS FOR INSURANCE PURPOSES ONLY". 8 ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN, 9. UNLESS OTHERWISE INDICA TED, THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE FURNISHED TO POLARIS ASSOCIATES, INC AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS. ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY, 10, DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A COMMITMENT FOR TITLE INSURANCE BY FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK. COMMITMENT NUMBER 01-005-303190. EFFECTIVE DATE: NOVEMBER 15, 2001 @ 08:00A,M -AND- OWNER'S POLICY OF TITLE INSURANCE BY COMMONWEALTH LAND TITLE INSURANCE COMPANY, POLICY NUMBER 112-105629, EFFECTIVE DATE 1/10/86 @ 5:50 P.M 11. PUBLIC ROAD RIGHT-OF-WAY'S VACATED BY THE FOLLOWING: PINELLAS COUNTY RESOLUTION DATED MARCH 5, 1968 (RECORDED INFORMATION NOT PROVIDED); PINELLAS COUNTY RESOLUTION DATED MARCH 13, 1969 (RECORDED INFORMATION NOT PROVIDED); O.R. 5309, PG, 1173; O,R 4975, PG. 167; O,R 5309, PG 1173; O,R 4462, PG, 157 AND O.R. 6082, PG, 918, 12 FOUND PROPERTY CORNERS AND RECORD DEED INFORMATION INDICATE A BOUNDARY OVERLAP WITH THE ADJACENT PROPERTY TO THE SOUTH, 13, ELEVATIONS SHOWN HEREON ARE BASED UPON PINELLAS COUNTY VERTICAL STATION "CAMPUS J", HAVING AtI; ELEVATION O~ 9i.185 c F R ,\ TI F C Ti o .A N CERTIFIED TO: LAWRENCE DIMMITT; . " I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE TEC~:NI:...L SfANDAR9$ SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAFTlr'< 6'i~17-6 F~ORIDt. ADMINISTRATIVE CODE, PURSUANT TO SECTION 472,027 FLORIDA STATUTES. , 'f, .' ," f' , '~\ 1/ \J' 't' 'V:U't" 1/ - '1 ' ; ~ . LL1AJ.../ { , JOHN '.' WEIGLE., Pl.S PRO ISSIONAL Lhi'>JO SU YOR STA OF FLORIDA LS # 46 12/12/01 DA TE OF SURVEY LEGEND T.V.M, ~ T,V.B . pp .. n. x = UNOCRGRWND T[LfPH~ PAINT IIARK T.U~O_ -T- .J!,T.M 0- = APPROXIMATE LOCATlCW or UNDfRGROOND T[LfPHM CABLE l'IfTH T[LfPHCWE UTILITY BOX UNDfRGROOND TE/.EPIION[ CABLE WA!?MNG IIAR/<[JI T,P ... = T[LfPHM paE F.'O,II, ~ = I.JNDfRGROOND F18fR OPTIC LINE WARNIWG IIARKfR F.H,.... :;'0= UNOERGROOND F18fR OPnc LINE PAlWT MARK - il~ -w- ~ -= APPROXlIIATE LOCAT1O/oI OF UNDfRGROUWD WATER lll_ II'A TER LINE PAlWT IIARK LINE r.fTH FIRE HWRANT, WA 1CR VAL I-f k IIETER - T,S..... = TRAFFIC S/GN 11,8, IZI = IIA1LBOX ( = 6' CHAlW UNI< WCE UNLESS OMRItlSE NOTED . = P ARK//oIG POST OR BOLLARD CCfJC, I. ~ j I = CONCRETE ASPH 1 1 = ASPHALT F.D,O.T. = FLORIDA DfPARTUf/oIT OF TRANSPORTATION 5.R.D. = STATE ROAD DfPART/Jf/oIT OR = OFFICIAL REca?D 8001< P,Li = PROFfSSlONAL LAND SURVITOR l.B/ = UCENSED BUSINESS NUIJ8ER D/A = DI<fRALL CMNSlCW P,O,C = PCfNT OF caNENCE/JENT P,O.B. = PaNT OF 8f~N/NG € = CENTERlfNE R/W = RIGHT-or-WAY ELEV. = ELEVA TlCW FIR 0 = FOOND IRCW ROO F/P 0 = FOUND IRON PIPE S/R 0 = SET 1/2" fRCW ROO k CAP LB,/6113 FCM 0 = FOUND CONCRfTf IIONUIlfNT $NM) 0 = SET NAIL AND BRASS D/SI( LB16113 FNMJ 0 = FOUND NAIL AND DISK (P) = BEARWGjD/STANCE PER PLAT (0) = BEARfNGjDISTANCE PER DEED DESCRIPTlCW (F) = BEARING!DISTANCE PER FIELD llEASUREIrIEWT (C) = BEARING!DISTANCE PER CALCULATION TYPICAL SPOT ELEVA ncws (IF SHOr.N) 96.65 EDGE OF PA 'fDIf/oIT ELEV. 96,18\,. ~g:1~\,. GROUND ELEV 95,2 \,. 96,68 GROONO ELEV. 95,2~ 96.18"\,. = UNDERGROUND CABLE TfLHfSlON liARKER = CABLE 7fLE\fSlON UTlUTY BOX = Por.rR POLE .H = O>fl?HEAD LINES = CCNBINA TlCW POLE (POWfR/PHONE) = UGHT POLE = CCMBINA TlCW .t UGHT POLE = GUY paE = METER POLE = GUY ~ = ELECTRIC UTILITY BOX (TRANSFORIIER) = UNDERGROUND POWfR PAINT liARK = ELECTRICAl. OUTLET = ELECTRIC UTlUTY BOX = ELECTRIC METER = DECORA TlI-f UGHT = APPIWXWA TE LDCA nON UNDERGROUND POItfR LINES = IION/TCRlNG IfLL = unLl TY IIANHOLE = PEDESTRIAN CROSSING SIGN = TRAmC SIGNAL U1IUTY BOX = TRAFFIC S/GNAL POLE STa?t.I CURB INLETS ~ ~ ~ .A.----:~ c:g = II/TERED END SECTlON- C(i = FLARED END SECT1O/oI II = GRA TE INLET ~ = STORM SEllER Pfpf k liANHaE ~ ~C~ ~= SANITARY SElIfR PlP(, MANHOLE, MANOUT k VALI-f ,.51. R,C.P. = RflNFORCED cmCRfTE PIPE ~ = =j~~NE CJlP, = CORRUGATfD IIETAL PIPE p, V. C. = POL Y "'Nll a-/LCRlDE O.f.P, - DUCTIlI tRCW PIPE V.C.P, = 't1TR1FfED ClAY PIPE -DO<r- G --mn--O = APPIWXNATE LOCAT1O/oI or UNOCRGRWND G,v. U,G,L, GAS LINE r.fTH GAS VAL I-f, GAS IIE1CR G. & GAS UNE WARNING S/GN X = 8URIED GAS UNE PAINT /rIAR/< O,H.L ,J C,P, .. LP .. CU." G,P, ... /rip. ... E-- ~ /'1. >:t Ill1 @ :0: -+- - .f- - -+- @ @ ~ T.S.B, Ill1 riP, 1:8: )( TOP or CURB [LEv. FLOME or CURB ELEV. EDGE OF PAI-fJJENT ELEV. TOP or CURB ELEV. EDGE OF PAI-fJJENT [LEV DATE: DECEMBER 2001 SHEET 1 TOPOGRAPHIC. 1 TREE & UTILITY SURVEY SCALE: 1 "=50' PROJECT NUMBER OF 01- 2850 L ..o~.'jr:c','r~:-}'.L~;'i: f:~~!ir;i~;'~~~~~lo<~t.-"~X':' ,'~ ",$0~~ . . > "'.u ~ ~:.> _ _,::~,',".~_'^:~ ,,~'~'~".' .'~~::-,:~-,~,'L,_.:"~,'~""~~_:~.~~~,',~,.~;;:,:,:__,,'._"",..",,:_~:'~/:. _'".. ' <,~ ,:" <~.~~"~;><~i:::~~i::~~,~~~~:X:: - -~."-c:,-' ~ -', - ~ .i. . ~ 1_-,-- t:I 6010 QAILlNG CJ ~==~~:-~: -,~=-~~~:=-:~:~~-:~- ..: -, lJ 4005 "JEWEL I f=O~,T' (OAr,) -,--- _u_; I I I I I lJ l-/)I',;' HAU.JS'jEk.'S A-:-------'- -.t, ..,-) /," " ) ( I'f1AX ,P/.,,!I\.,iTEDJ , i I ~ 'L ~VVED I I ~ Sf,'~E 8--- -~ ~t~J$J J _ .~: l L=- LQ~~ . CAWET ~ :2) ,/4' ~: (I' ------.,-) ,::\E:~ a V\I;;'~:,i-1E:R 1'_" 2rj4" PL fWD FLOUR \ - I' I\. ~ ~..EL 2(),-O 3/4" TTQuSS8RG,--'" ~~9"8 ~!4" 'r'ToP OF Pt., '1'VVO C: F:~' ('T I r') N AT LJ r-j c, T 1\ I rJ I) ).~' II I Nr=; ( 0 P T ) \,,J c--- ,/ I \..__ I ,--) f-\ ,K K -\ t..- c:: . SCA~_E · I. = 1'-0" I lJ 5015 8ALUS fEk'S ---- AT 4" OC MAX ~3 T ARTING EASING o 4005 -, NEWEL (OAf:::) ~ c -r f\ 11--) E=! F V 0~ T I r, N o 1-\ k _I,_,_ j-_':', , \j SCAL.F ; 1/2" = 1',(;" .----_.,---- / +--- ij - ___~~r:.. SHT ~~_..__,__,__m__________ -.-..,-'----1 i -- b ;." ~L,O-O --------- -....--.--- FIN. FL~: ~ EL 20'-0 3/4" TRUSS BRG, t LINE OF 2ND I=LOOR ..,- ,-,--,,---,-.",----.--------.--,---,-----,-,--.------ ,.. -,--,-- t-----'--- ------- I I I I f" l. COP_ , _,_, ___ 'i rk\jS"':; 2 x: 4 S~ I JLJ W.::...r,[ 1> RAlllN(..; BY BUILDER ( TYPE T8D) WD NAILE.:k' STA,< DATA (1'1) 7 11/32" RrSE~ (I::,) 9h" TREAO~') ( EXCI_LtSIVE OF I\JC)::;,ING ) SEE SHT c 1:) FOR LAI\()I!\G , ,-OCATtONS 2 X 12 WO 71 CARRIAGE --/' ( 3 REOU) (, '-...} -AiP SECTION N,T,S. ~ EL 10'-8 3/4" TOP OF Pl iWD --- ~J:- 9'-4" -yTRlJS'S 8RG~'---- -.;:; .... Cr,l ay b J, EL 0-0" ~ FIN FLR 1 LINE OF I~,T F:..OOR -,-.---~_.._--.-.- ~ --------- ,fO ."r @ PFS ROTTLLND HOMES 2000 CORNI CE -MOLDING SiDING ( VINYL OR HARDIE PLAN< ) BY BUILDER '-"l'r '~~ 'L.,L" L] I[ " J I, I J I - r''I'II'';' 1"Lf -TLi 1 '1 -I l' ,1 i- i 1 !~ "\ r' r _ _ r ,:1'] 1 '!; 2 -I:r:r_';, i,: 1- 1,1 Ln IfL1,-,,[ .1j":jLj '-- "U'-r~-~~L\._ 'I i 1 'If T . rr 11 i'i:l, L "', ",..., I i,l,l J,' ,_,1_ ,ll,J,-T_': r\',l.., - ~l~ffcr'.,r=:t'-frr i~j"il'l'..!" - - "::~.Ll ,.i"(;'{rC':.: It 12 -l5,9 "lr-- -. -f------ __J EEEE 3/4' X ~: " P ARGE COAT' -CEEE r 3/4' X 3" . PARGE - -'1 COAT" -~- - ,t~t - 11/4" X 6" " PARGE COAT" ------- ( 3/4" X f; . PAkGf COAl" ---'----- --- ~ t:-~ -- 1- I I 1/4" X 2' J '. P ARGE COAT" 1 , GL 3D'-5~+q N , 6'_~ BRACKET DETAIL SCALE: ,. . 1'.0" ~ 12 :3 1/2" DECORATIVE TRIM ~/" "'~r""' I --l :0,9 ~ .1'-11"i:Lr:':, 1 J ,,_1.1 I.. L _ I .J ,'" .. j. L [ j, i j . _ , ) 1 J l _ ~.J, L 1 i- .. . - .1, 11, t.. If'I:.LTi.1l,t jl.l_~jr..l\o:t" L',J,_~_ ~ 1........- rEm ~ I FG Ii EE ~:t:j(t=I~]I~\="JJ . _ ~ "-'-----'-'r'r"-' ~"l--,'''--'rL. , ~ v: '. " '-J ~r-- 1 J ---- - DECORATIVE ~t:1 BRACKET . -, _._-~- 1-- . I ~ :q DDDD (~~ DDDD~ DDDD DODD = DDD DDD~ DDD_ _ DDO-~- FRONT EL 10',2. ,.j,. ENTR,( BRG Y -,- ,I~I i [Q] lQ] [Q] [gJ DD DU" DD DD 'L_,~___ E8 , L---_ f:.\' j~''''' ~;~ ~";, tr -, p-:o. - . c;.;' ',':7 < p-t" . .... EL 20'-0 3/4"---1i.._ TRUSSBRG, -v I I -, EL 10',8 TCP OF EL 9'-4" ...--. -- ~ BRG. "" -11/4' X 2" '\..-r---- PARGE COAT" BAND 3/4"_nnAn PL'1'~ ~ E8 ~t---. 3/4" X 6- " P AJ<GE COAT" C---..__--' .--- ~= - , '-1'---- I EL O'-O._,,~ FIN. FLQy "GU.TURE STONE" OVER CONC. BLK, ' BASE L 18" SO, TAPERED CC LJtv1NS 11/4" X? ----" PARGE COAT" ELE=VATION -- '" .-- ~ ' , J D , F,G F,G F,G, ~ DD Q OJ I 4~~ '~.""."'. ~ ., "-., I ---., ... lIT === -----1 (--, Rt ;0\Q > ~--- -~ L 4' -0' ROOF VENT ~, ~' : D I Q O:i ----) El_EVA,TION . ~ ., k..l.-.30.. ? /4- 12 --l59 . 21J ~ 0 '? /J).' EL:; ..) :), ~ A ''''rop 0= PL Y~ 12 -~:)9 EL 10'-8 3/4' A. ..-,- ------ -:rOP 0= PL iWD V' _______.__ ~'-,-~~',4~---., I r LIGHT TEXT, _J 1--P= COAr EL (J-G" FIN FLR ~ ,_,_..u..__._..,_____ I I ~" "'-.- Or'"" \ r_, i I . i !\J,~L " 2 LB EPS X 6" BRACKEH WI APPROVED CEMENTIOUS FINISH , _~EIVE.._ ^I(JI' ., \ /'1' I) !~ v ~:' t,; (I.! ..' J B MaR ENGINEERING INC, PO Box IS" ValrlCO . FI, 33595-15" Ralph Remmert PE 0 39610 THESE F_ANS ARE IN COMPLIANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE, FilE 0 CJ)~ ~~ ~~ U a- O~ l--~ Z </)1 ~0 <(a- ~ w~ I~t~~ Z ~<'1 O.J 0 ~LL ~ ~~ , ::J~ if] ~~ i:il Q ~cr ~i 8lfl E-d2 (f) ~~ E-t~ iL. O~ p.., f- 0 ~CQ r.f) If; \l. \l. 0. 0. 0 (") 0 () , I ><;t 0i 0 -D I 0 __I I '-' -,- III C) C~j ~ .--- Cv 0 () /-'\ (,_i --;.... <> UJ T _l, \..,. ~ lL ~ ill 0 if: ~ <1 (j i - -- .- Ii : "t --.... - -- ( I~: \., j Z , () U , ---- ~- Z </f 0 -..J. -.. \... "> <.1 ...-- LU ,::.:.'> \lJ _\ ,_J LU llJ @ , , " -\ . ~; EL 20'-0 ':.~I 4' 'r -RUSS Bt<'('; ~ [L ,0'-8 J/4" · ~"~:O~:;-6F-'PL-:rw[5---' - . !:L 9'-4" ,$----=-'C:'--,-..,,---,.. --- , rRLJ"S BRG Ab EL 0'.0" 'r FIN FLR , D. 20'-() 3/4' +TRUss--8RG~- J.. EL 10'-8 3/4' '" TOP OF- PI.. YWO ~ EL 94- - ------------- TRUSS BRG, ~ EL 0' ,()' .. n_.__.____ FIN FU2 . E (.,. I II , ~ -S?J/~ 12 5,9'--- / . 12 --- 159 ~ - I ____....J -, -, D D ~ I f-..-. -- 12 -~ -----l '),9 , EL - T ---- -,-- l<- I 1 D VERlf v BA!\JOING --) D J D k:€OUIRErvENT:::, ~--_..mAT SIDE ELEVATIONS LIGHT TEXT b r- .PARGE COA r , CO ---- " ..L ----) --7 ---) "-~ -4J ----~1 - ,--\ __m -' -, <- ' . . u.. _. .- , , - '_ T 1.j .. Q i r' ~,~ -r ,---... I 0 E E: L E V /~ T I () N ! \:) "----- ! I 0 I (;;/ ?>O-5'i;1 12 ---lS,9 . - ~ EL 20'-0 3/4" --- TRUSS 8R'G EE ----, - L_ ,- II II - <- . b .q , , in 12 f--.. 59\--'- --J ----- - -". --- .. .. -, -f'- '---' <- EL 10'-6" I --- i...- E- ENTRY BRG ..--- I t-2-~~~~ " I - '=-t J w --~ D D I LIGHT TEXT r- .p ARGE COA r ~ b I Co 1 .__..- - Ale PAD ";;-~l.i: .--- -- .. .. l ~~ EL 0'-0' --- - ' " , ""T FIN FLR L__ E F T S I [) E E l_ t V A T I 0 N J B PO B Valrlc Ralph PE t:l 39 THESE SECTI BUILDI ~ o ill U)> r...l~ ~~ ui ~ O~IZi~!~ p::I <1,<1.0' - ..-,' to IJ ~ ~~ ...J Z, O..J J. ~~0~LL '\ Z~r-; <t~ ~O ~ ~~ , ......, N ~ ill ~ ~ I Q ~(/) !:........ 0 ...J~ r:-' - {fJ ',L ~~ ~ ~ 08 ~ r- ~(Q r ~ (j) U') \l. \l. Q. Q 8 $ ~ ~ ,. I o 0 (j) (j) \l. LL Q Cl. (f) o 0 o I , 0j ~ ~ I 0 9'-4" ~ RUSS BRG. V _ _1 EL 0'-0. ~ FIN FLR, l.U CD C=l [1! ., L_ () () - <-> -> \1 I , I ,L. ,L \--, ~ 8 II Y ill o iF ~ <t ~ ~ () '-.j i ~ " -- il ~ ,,~' -- " -,- -- en -7 L,_ () ~-- <1 -> LU ,_J LU -. , \ ,_I ;:: C) -, - \- <1 > \U -.I LLI M t R ENGINEERING INC, ox 15" o . FI, 33595-15" Remmert 610 PLANS ARE IN COMPLIANCE WITH ON 1606 OF THE 2001 FLORIDA f\.G CODE --- @(ill . Cf)@ ~~ ~<f) U 0- o~ t-~ f- Z 'fd.o-. J ::r= 0 >-I w~ ~~~ Z ~~ O-i l'J O/u. >-I ~~ if] , ::>~ ~ Q ~~ .-:Ii 8Cfl E--4~ if] ~~ E-t~ ~ O~ ~ t- ~@ (j) Cj) Cj) (j) tt lL lL UJ 0.. Q. & lL Q. N N (5 <5 0 0 <5 , I I \{) N I 0 co N I 0 N , cr- , ";;f I , 0 0 N 0 - --.-J I Z 0 ~ CD z - u u <[ OJ W I t- () I - -- Ii : ~. ------. - en Z : <1: 0 : -- Z \- <[ 0 ~ > <1: W > w --.-J ~ W w @ ~ ~ ~ ~ 6" I 4" I ..., '-----,-, BRACKET DET AI L SCALE' I- " 1'-0. 2L8EPS x 6- BRACKET WI APPROVED CErvENTICUS FINISH ~{_ z" 7 '-IO~ EE lEE ~iZ ~~ ~ ,...~:--. .. ""'r-;; - .. - .- '- - -. . -. -- --- \I=t L.-...; ( L- - ..--. .. r'-.- ..... 12 ,"" 59r- ..: , ~~__n_.. c 6010 RAILING ..I J.,.. EL 20'-8 3/4" 'f' TRUSS BRG c SOlS BALUSTERS AT 4" OC MAX EL 20'-8 3/4" ~ TRUSS BRG. I I r .... m=-~ ~ u. _ "f ffi ffi " ~ ~ ST ARTING ASING c 4005 NEWEL (OAK) :..r ~ ~ :0 I 1/4" X 'l' _ PARGE COAT - \ BAN) - TIP. !" :.. ..... ('l') ~ F,G, F.G. N ~ EL 11'-4 3/4" TOP OF PLywD ~ EL 10'-0- TRUSS BRG. (. -~- ;.-- - ~ _.. ---- '-.. _.-.J-.. .-. -_J .- tj ~ Z;O" I ~ ~ ~ ~ F,G. r= [Q][Q] I ~~ , I I ! I ~~ I F -" _._-~ == ==- I . ~ 6~~t>JL " --.... -. ~ rt1 :..r 1m I ~ m :0 2' X t'-4- - PARGE COAT BAI\O - TYP. STAIR ELEVATION EaEa SCALE I 1/2" . 1'-0" i= 9 3/4" X 6" (x) (-.-- PAs<GE COAT BAND - TYP. b b 9 (x) STAIR ELEVATION SCALE : 1/2" . 1'.0" 11/4" X 4" PARGE COAT BAI\O - TIP. 1 . = (.) , J.,.. EL o'-cr 'f FIN. FLR, 2" THK PAJ<GE COAT BAI\O - TYP, FRONT ELEVATION SEE SHT a !) r , 011 b ~ Ur--E OF 2ND FLoa? FLOOR TRUSS RAIUN3 8'1" BUilDER ( TYPE TB.DJ ~ EL 20'-8 3/4" TRUSS 8RG. EL 20'-8 3/4" TRUSS 8RG 2X4 STUD WALL D D wo, NAilER . 9 <0 :..: ~ :..: ..... ('l') ~ 12 ~ El 11'-4 3/4" TOP OF PL YWO ~ El 10'-0- TRUSS BRG STAIR DATAl (18) 7 5/8" RISERS (13) 10" TREADS ( EXCLUSIVE OF NOSING ) SEE SHT. tl 5 FOR LAI\OIN3 LOCATIONS EL 10'-0- TRUSS BRG 2 X 12 WOo 71 CARRIAGE ---/. ( 3 REOOJ ''-..<: Ur--E OF 1ST >=LOOR 9 <0 '\ SE,CTION N.T.S. S T A I R ., . " '"' ( ( (- ) ( ~ EL 0'-0- FIN FLR. EL 0'-0' FIN FLR . . , '" ELEVATION REAR </ . o o < . ' 10" OVERHANG o 36" SUPPORT ABOVE TO . 12" HIGH POTSH :..r TCP 0 8'-7" AF.F M SHELVES 3'-0" 3'-6" 2-10" 3'-4- G ~ m ~ O ~~~ 8~ Iggl CflO ~~ 00 --- 8u 01 o I ~ o L___ o + I, CflO 0,' ..q(() Of- oq<{ TILE LINE Q Ln KITCHEN CLG. 0 10'-0" TILE C::-===..::J REF FLOOR PLAN ~ o ~~ I "'" {:,l ~ '..' 0 L___ .. .~"I . ..... 92 ~~ ~o- -- ~~~ (0( ~ (~ . ELECTRICAL GOURMET KITCHEN (> . "" ~ EL IO'-cr TRUSS BRG. ~ EL 0'-0" FIN FLR, ~ EL 20'-8 3/4" . 'r TRUSS BRG ~ EL tI'-4 3/4" "r TOP OF PLYWD .., EL 0'-0" FIN FLR. , I ,) ~/ 7~f -to :..r ~ <1 Co A1C PAD EL 0'-0" - - _.__.~----- .-- ~ FIN FLR. ( LEFT 5 IDE ELEVATION . . ~ B~ b{'- 10" I , 8'-0' ROCf= VENT.r I ~'2 :=-l0.9 . ~ . ~ - - --_._~-_._---- ~ I J I I EE I IE EE E8 ~ I , , 3/4" X 6" PARGE COAT 7 ~ BAND - TYP. i ~ i I V-- I 1/4" X 2" I , 12 : PARGE COAT 109 BAND - TYP. - -,- _~l OAT L. ____ ______.._ 'l'P, . - ---- / " 4" -. _ -. . --- - -. ----- I I I _n' -~ I --------- ~C I ~~ ( L: D If D I 8" DDDDDDDD COAT I TY P. \ DDDDDDDD I 9 i 4. ?:;T\ I Co COAT , - TYP, DDDDDDDD I ~- 'i - -- ""--- DBBDB - .----_.. ---~-- ---- _ _ u -...- - ---- >---...-. - n' '_ n _ ____no. __..___ -- --. -- -_..--- I-- . - -...--- - - -------. ---- --- - - ~-----_._--- -- - ----~--------_.---- ---- " .. - _________________ _ _. _n...m______________._.___ - - -- _. --------- Z' THK - PARGE COAT BAND - TYP. R I G H T S I 0 E E L E V A T I 0 N "" 2" X 1'-4- PARGE C BAND - T 3/4" ;X PARGE BAAO - 11/4" X PAR<GE BAND t' EL 20'-8 3/4" rlL T~SS BRG V- EL 11'-4 3/4" ~ TOP OF PL n"vD EL 8'-8" GAR. BRG EL 10'-0" ~ TRUSS BRG. V- r EL 0'-0" FIN FLR ... {lltD ~~ ~<IJ 0" O~ U t-~ Z (j), J ~~ <{o- >-I W~ ~~~ Z st~ l'J @~ >-I !~ if] , ::><'11 ~ ~~ .-:If- a ~i ~~ UJ ~~ .~ o~ ~ t- o ~(Q rJ) rJ) if) (j) & lL It if) 0.. lL & Q.. N N 0 <5 <5 <5 0 I I I \{) N I co 0 0 N I N I 0"- .- . ";;f 0 I N <5 0 - - ....J I Z 0 t- CD Z -- Ci U <[ ClJ W I t- O I - - II : "t ------. _. . if) Z t <1: 0 : - t- z <[ 0 ~ > <1: W > LLI --.-J ~ W w @@) ~ ~ .... ~ ~. , " ! I' ,I '''; . -, I .,' ~ ..h. EL 8'-8" ~ 'r GAR. BRG, . 3/4" X 8" " PARGE COAT" J... EL 0'-0" 'rFIN FLR. .~ EL 9'-4" l' TRUSS BRG. . ), ~."I 1 ,; '" , > . ~ EL 0'-0- ''1' FiN FLR, I II r;;L, 7/0 - 0 @ ROTTLU\O HOIVES ~ Ca...a< CEMENT ROOF TILE ) ~ ~ 5.9rA ~ ~ ENTRY CLG. 0 IO'-~ ----......... DDD DDD DDD G 12 5.91 ":.:: -1' 1 1/4" X 10' U i~E - (II DDDDDDDD DDDDDDDD DDDDDDDD ~ --DOaO-DD 10" FREEZE BOARD <T'(P.l ./ .............. I I -.- . - ~- FRONT I I I II II ~ ~ REAR I "- "" . .. - - ~"'~ EHE~ ~Ir- ~ l IgjIQ] ~U UU = OJ ;0 ~- ~ I L-. I Ir- .lJ.... - ""~-.... - - I-- 3/4" THK -PARGE COAT" BAND ELEVATION r 1 I I 1 8'-0' ROOF VENT (-- Ca...a< CEMENT ROOF TILE ) I I ;:== ;;= = == ---1 i = -- . . --~- - - ELEVATION EL 12'-8" ENTRY BRG. Y I -, .... M ([) Ir- -Ir- :..r I 1/4- X 10- PARGE COAT - BAI'oO (TYP.l v N ~ EHJ 3/A" X 6" ~ f- " P Ak'GE COAT" BAI\O ( 1 LIGHT TEXT ~ "PARGE COAT" -,. I 1/4" THK " P Ak'GE COAT- BAND II ~ 2,31-0 12 15,9 .. _.n . ~ ~ I .. I , EL 9'-A- ".I.. TRUSS BRG. ~ ~ ~ EL 0'-0" A. FIN. FLR. ,., EL 9'-A" A... TRUSS BkGV , EL 0'-0" A... FIN FLR, V .... t . '" J B M 4 R ENGINEERING INC. PO Box 15" Valrlco , FI, 33~'l5-15" Ralph Remmert PE 1:I 39610 THESE PLANS ARE IN COtv1PUANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE. Cf)@ ~& . 0- ~iM u f-~ O~ Z (fl' <{o- t-1 ~~ J ::c: j: z I~~~ l'J ~~ I--< Z " if] <{(fl ~~ W ~~ , ::>~ Q ~~ .-:It- (/) E-t~ ~ ~~ ~ I- O~ ~CQ; (j) (j) (j) tt & & 0 8 N 0 0 I , 0' -c , , , co I"- co ,- 0 0 0 _.J I > <[ Z - -~ <( \--- <[ (J W I f- ( \.) ! - - _.~ II : ~ '-- - ...._- w CD <( rJ' ~ ' ) Z (9 0 0 <( 1 -- 0 <t ~-- ...J , <1 f-- z z 0 0 > r..\': l- lL W ~ <t > _J u ill LU _I c0 IlJ . @ .. 12 .. .lo~ ' ~'\ I ,I ~ . I , ( COLOR CEMENT ROOF TILE ) ~ EL 8'-8" -'f' GAR BRG-- - - D LIGHT TEXTlRED j r . PAh.'GE COAT. RETURN BAI\O$ ( TYPICAL ) b I (x) + EL 0'-0" - -----~- - --- FIN FLR RIG H T SID E ELEVATION . EL 9"-,4" TRUSS BRG. 12 :-l5.9 ( COLOR CEMENT ROOF TILE ) o 00 L LIGHT TEXTlRED " PARGE COAT" 9 i{l 1 ~L 0'-0. Y FIN. FLR a Z:3'-OH D -a ( ., Z~-o A/C PAD LEFT SID E ELEVATION , ", 4',,\ 1 , ,I .( . .. , , " ~ . .. ' RETLRN BANDS ( TYPICAL ) , , EL 9-4" , TI<I.1-;S BRG ~ EL 0' "0" FIN FLR, I) - ~ . EL 8'-8" ~ GAR, BRG.~ . EL 0'-0" FIN FLR ~ ~ ro@ ~& ~~ I " 0- o~ U! t-~ J ::r: ~ Z <f1 0-. >-I ~~ ~~~ z 9~ l'J ~ u." >-I (fl , ~~ CJ) ~~ w ~~ .-:Ii o ti E-t~ (IJ ~~ E-d~ o~ ~ ~ ~ f- ~(Q ! (j) (j) it & (j) lL 0.. 0 0 N 0 Q 0 I \{) , r-... co -, , r-... co I 0 0 0 --.-J I > . <l z - -) <l ~ <1 ( . U UJ I t- : c) I - --- 'I : ~ ........... -. w Sf U) ()! <t Z (I) 0 0 : <t -. 0 <t ~- _J , \-- <[ z Z 0 0 '-......, D: f- ~ lL UJ Clt <t <t > ___J u w W _J 0l W @@l t' J B MaR ENGINEERING INC, PO Box 15" Valrlco , FI. 33595-15" Ralph Remmert PE a 39610 THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606 OF THE 2001 FL~RIDA BUILDING CODE, , \, ..'\ I ,I " .I . ~; ., ~ I - c 6010 RAILING tl 501 5 BALUSTERS AT 4" OC MAX (~-::.-- --:'=d ST ARTING ASING . STAIR ELEVATION SCALE: 1/2" . 1'-0" 1 SEE SHT, a (i Q ~ FLOOR TRUSS RAILiN3 BY BUILDER ( TYPE THO,) 2X4 STLD WALL wo. NAILER STAIR DATA (17) 7 11/32" RISERS (16) 9.5" TREADS ( EXCLUSIVE OF NOSING ) SEE SHT. tl 5 FOR LAJ\lOING LOCA TIONS 2 X 12 WD, 71 Ct>RRIAGE .-J' ( 3 REO'D) S T A I R SECTION N.T.S. .. < ," ,,.. ,; 14" SHUTTERS BY BUILDER ~ EL 10'-8 3/4" 'f' TOP a= PLYWD .J... EL 8'.8" "r GAR BRG. I 1/4" X 0" " PARGE COAT' BAJ\D 3/4- X 6" - P ARGE COAT" ~ EL 0'-0" FIN FLR. 11/4' X 2" PARGE COAT" liNE OF 2!\JD FLOOR ~ EL 20'.0 3/4' TRUSS BRG. ~ ..... ('l') 'P Q ~ EL II'-A 3/4" TOP OF PLYWD ~ EL 10'-0" TRUSS BRG. / LINE OF 1ST FLOOR EL 0'-0' FIN FLR, . ~ 2.11-(oP @ PFS ROTTLlJ'\O HOtvES 2000 12 5,9 r-=:: I I I r i I ! ~ I 1 ..1..-- I' I ! ~ , f-.... -~ r-: i: r-= ~t.:\.L?~: - -- . (BLACKED ~ ~~ACT.) .J ~ 'I , I L_J l-J 1-: 12 l_J I r ., CJ' ., ~ I QDDD ODD ODD ~DDDD DODD DDDD -~- ..-.- -.. -- - -- f-.. .n'. FRONT 'Z' THICK _ " PARGE COAT" - - ~_.-._.. -1------ - r ----~._.._-_._-- I I I I I r 1 r 1 OJ ,'''-, U i i! ,-----, I I'm I I i I : ' I I ~_u. L.J ii ! I co I ~ 3/4" X 6' I~-" PARGE COAT" ~ """" '---- '-l I I 1 i L' I i : - L~ I I .JIll" I ~ ~_____ _~ ~_ " _ __u. ___h ._ .. ------- -----.- - .-- .........."-. 1 I ~ ~: I ~ I I = ] I L- I i-- DDD ~: ICIlCJ (~ 1 1-. DU I DDD . 1-. >-. DO DDD :..r >-. I ~ ...,." I -l 6= =: .. - f-. 1--- -.- I- - . _'0 t-- - - n_ ; - ~ I = - IC: ~~~~ -=.J ~ 1/4" X 2" J COAT" toAffE 3/4" X 'l' I 1/4" X 3" PARGE COAT" PARGE COAT- ELEVATIOf\j D OJ , :0 , 'c;r f-.. 12 .- ----'--'--~--'---"---''''-l L.__ DF.G D REAR I I I I i 12 8'-0' ROOF VENT D t D ~L~S N ~ Ix:> ~ ~ ~ ) ( ELEVATION , EL 20'-0 3/4" A..... TRUSS BRG. V EL 11',4 3/4' ~ TOP OF PLYWD '" EL 10'-0" ~ TRUSS BRG, 12" DIA TAPERED COLUMN :0 ~ EL 0'-0" A. FIN FLR, 'V 16" SQ. CONC. BLOCK BASE TOP @ 0'-6' G 1.-' ?,7'-ro" EL 20'-0 3/4" TRUSS BRG. EL 10'-8 3/4" TOP OF PLYWD EL 10'-0" TRUSS BRG. EL 0'-0" FIN. FLR. ~ a CJ)~ ~~ ~~ U 0- O~ Z ~~ ::c: I >-I W ~ I) ~ z ~~ IA ~ ~ l'J ~tt. I~ Z~ >-I ~(fl , ::> ~ ~ ~~ ....;;r i Q 8 t7> E--4 ~ {f) 2P E-o- ~ ~~ O~ ~ t- ~~ rJ) & o o I o I ..... r ..... r --.-J .' z o t- (0 Z x w -1 W I t- o I II - ~ ------. en Z o f- <[ > W -1 W m z o ~ <1: > tLl -1 W @ ~ EL 20'"0 3/4" TRUSS BRG. . f.L ?/l' -&" .,. EL 11'-4 3/4" TOP OF PI.. YWO .'. 4 ",. ,I .0\ EL IO'-cr TRUSS 8RG. ~ EL 0'-0" FIN, FLR, ~ QEII\FORCED WE8 WI 10/32" PI.. 'I" WOOD SHEATHIN31 ~ 2 X 4 STIFr=:Er--ER 2 X 4 BOTT, O1ORQ BRAONG AT 8'-0" O.c. MAX. THROUGHOUT HOME USE HLGHES HCDPLIR HL.JRRICAI\E CliPS AT EACH CROSS-BRACE TOP 4 BOTTOM GABLE ROOF DETAIL 2 X 4 NAILER (I\I()I'IJ-STRUCTLJ<AU _ FOR DRYWALL SCALE' 3/4". I' - 0" ,. \, ~'\ ' . " ., ..1 , J . HUGHES HCDPLIR HLRRICAi\E CLIP AT EACH OUTRIGGER 1-0' 2 X 4 OUTRIGGERS AT 24' o.C. FOR CAN~ILEVER GREA TE THAN 1'1' TO 24" MAX ~ '0/32" PL ,WOOD SHEATHIN8 SINGLE GAB..E EI\O TRUSS . 2 X 4 CROSS BRACING AT 4'-0' O.C. MAX FOR FIRST (3) BAYS USE MS ANCHORS BY HL.GHES AT 16' o.C OR MATQ-l GABLE TRUSS VERT. WEB SPAClN8 U-BLOCK W/I-a5 CCNT. OR 8" X 16" CONC, TIE 8EAM SEE SHT. 4A HOOK VERTICAL BAR AT TOP OF TIE BEAM 20' MIN. EL 8'-8" GAR, BRG EL 0'-0" FIN. FLR. ,., RETURN BAN)'S ~ :q L LIGHT TEXT. "PARGE COA r l 12 0.9r- D Co D , ;0 -- ----- -- D b , Co LEFT SID E ELEVATION 12 ~ ill D 9 Co A1C PAD ZOO" 12" DIA TAPERED COLUMN D L :~ 8~ ~1~ (0 II 12 10.9 EL 20'-0 3/4" ~ TRUSS BRG, Co :0 12 liGHT TEXT, "PARGE COAT" l 9 Co RIG H T SID E ( ( ELEVATION . , ~ :q WINDOW CONCRETE BLK WALL PAi<GE COAT ) ~:LEV. 'r (-) 0'-0" FO:::>TING SEE SHT c4 EL 8'-8' GAR, BRG. EL 0' -0" FIN. FLR. ..... r WINO. SILL WALL BE '1"01\0 1/2" FINISH PI.. YWOOO SEAT 1'-4" BASE CAP 11/16" X I 3/8" 1/2' GYP, BRD, SEE SHT, 4A FOR INSUL. a: FINISH WD BASE -, SCALE' 3/4"' 1'-0" WINDOW SEAT SECTION . EL 11'-4 3/4" ~ TOP OF PI.. YWD "'" EL 10'-0" ~ TRUSS BRG. EL 0'-0" ~ FIN. FLR REMMERT a ASSOCIATES INC. 3005 Cunard Drive ValrlCO , FI. 3359-4 THESE PLANS AQE IN COMPLIANCE WITH SECTION 1606 OF THE SSBCII 1997 EDITION FOR 102 M.P,H, WIND ZOf\E Cf)O ~~ ~~ U 0- O~ t-~ ~~ Z 'fd.o-. 1--4 ~~ ~I~~ z l'J ~~ >-I ~u) ZlO if] &~ ~~ ~ ~~ .-:It Q ~~ E-4~ \f) E-4~ ~ O~ ~ t- O ~(Q <f) lL Q. 0 0 , 0 , --.-J I Z 0 t- CD . z - X W -.-I W I t- &: 0 lL W () Z W 0 (f) W at <t 0 I - - II : ~ ------. .- en z : 0 ill , - Z r- <( 0 ~ > <1: W > w --.-J -.J W W @@) ~, " ( " " -\ . ~ Fl~ TRUSS 2X4 S Tl.D WALL r- c 6010 RAIUI\G _":::'-..T/ lJ SOlS BALUSTERS AT 4" OC MAX (,- .;-- .:: .r" ST ARTING ASING c 4005 NEWEL <OAK) C:.';.- c.. - ~. STAIR ELEVATION SCALE · 1/2" c 1'-0" .t- ----------.-.--.--. I SEE SHT. a 5 9 (<) . .. RAILING 8'1' BUILDER ( TYPE THO') V"vD . NAilER STAIR DATA (17) 7 11/32" RISERS (15J 9.5" TRE ADS ( EXCLUSIVE OF NOSING ) SEE SHT. IJ 5 FOR LANDING lOCA TleNS 2 X 12 WD, 71 CARRIAGE .--J" ( :3 REOD) STAIR SECTION N,T,S, 12 12 5,9 1- 59 1- ~ A / 0 . __~O~, 4' ./ I~~~- -"""""'- . ... - .- ELEV AT 20'-03/4" ~ H __.. ~ u_ .-. ~ I I I TRUSS 8RG . I (f') ,-' r- /1 nF ~ I T CD ~ \ I EE .~-~ EE EE EE '~~ ~ 0 'i I " __J AA II 1 " il , ~ ~ I ' ,I " PAl\ELED L- " ~ I , N " ......1 " I: :: SHUTTERS Cc:"'>. I ~ :..r :i .'>. .c.-:-': BY BUILDER t ~~ "'- /' ~.7 I'F=?' ~ ~ :: I, I 11 !i 1 .;t t-. " ,:.. ,! I ~-~ I ' , .c.', Le-..,,) i ii:::~ I ,.-- ~ .... ('l') ~ - ..~... .;t , ELEV. AT 10'-8 3/4" ~ 4 1 -. ---- - -- - - .-- - - --- .- - . - - .. - -- : - .. - . - .---'0- 10. / T.o.PLYWD ...l<---.I<- , ELEV. AT 9'-4" ~ - - -- ~ --- --- -.. - ." ----- - -. . -~... V ~ BEARING - -> .---- ----r7- .'-"--D-- 1------ ----_. ._--- -- .-.--___ -l ~ ~" F,G, [Q][QJ 6 DDDD DDDD[JDDD 6 QUOiNS ~~ :..r 9 DDDD DDDD[JDDD . ~ ~ .... (x) ==+- ~~ DDDD DDDD[JDDD :OJ ._-~ I ~ Lj'- DDDD DDDD[:ODQ 0" N! I ELEV, AT 0'-0" ".J.. - .- .- f--- - .- V ~ElEV, AT 20'-.9~ TRUSS BRG. 'p .ARGE COAT BAI\OS TYPICA WHERE SHOW ~V AT IO'-~ 31 T.OPL 'fWD ~EV AT 9'-4" ~ARII\G 1T- ELEV, A! 0'- FRONT ELEVATION 1/4" = \'-0" LINE OF 2ND FLOOR 8'-0' ROOF VENT T ~lEV. AT 20'-0 3/4" --------- -_. - - - -. TRUSS 8RG [] [] ~ (i) '? b GL, ?~/-o Ji F.G, DD LINE OF 1ST FLOOR + ElEV, AT 0'-0" -----7 -----7 ----) REAR ELEVATION 1/4" = 1'-0" D [] F.G. . Fl/ 2~/-()H ElEV. AT 20'-03/4" ~ TRUSS BRG. 9 1:0 ELEV. AT 10'-8 3/4" ~ T.o.PLYWD ELEV AT 9'-4- BEARIN3 ~ 9 1:0 ELEV. AT 0'-0" ~ J B MaR ENGINEERING INC. PO Box IS" Valrlco . Fl. 33S~S-IS" Ralph Remmert PE tJ 39610 THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE, .. ..... t/l@ ~& ~~ u 0- O~ t-;$; Z (fl, <1:0- J ~~ >-I w~ ~~ I~~~ ZIO_j () 01 U. Z . >-I <1: <J) if] ~~ , :::> ~ ~ ~Oi Cl t-Q ~j: g~ ~~ (f) >L E-d~ ~ ~ O~ ~ t- ~(Q (f) li (f) lL Q. 8 0) , 0 0 I N r-- , I 0"- "::t 0 0 CV 1 --.- Z -- 2 -- m w I f-- ~ 1L W ~ W 0 \Ji ~ <1: 0 1 .. - II : l~ . ------. - (f) Z 0 , -' CO f-- . <l z 0 > ~ LlJ <J. ....., /' _.J LU UJ _J llJ 6 . ~ REINFORCED WEB WI 1~/32' PL YWOOD SHEATHIN3"1 ~ 2 X 4 STIFFEf\ER- 2 X 4 Bon. 010R0 BRACIN3 AT 8'-0. o.c. MAX. THROuGHCUT HOME USE HLGHES HCOR.JR . HL.IRI<ICANE CUPS AT EAQ-l CROSS-BRACE TOP a: BOTTOM GABLE ROOF DETAIL 2 X 4 NAILER - (NON-STRuCTURAU FOR DRYWALL I SCALE' 3/4-. I' . 0- " 1", .\ . , . , HUGHES HCDPLIR HURRICAl\E CLIP AT EACH OUTRIGGER 1-0- 2 X 4 OUTRIGGERS AT 24" o.c. FOR CANTILEVER GREA Hi THAN 1'1' TO 24" MAX ~ 15/32" PL ,WOW SHEA THII\G SIN3LE GABLE END TRUSS 2 X 4 CROSS BRACING AT 4'-0" o.C MAX FOR FIRST (3) BAYS USE MS ANQ-lORS BY HlGHES AT 16" oe. 01< MATQ4 GABLE TRUSS VERT. WEB SPAClN3 U-BLOCK W/I-c5 CONT. OR 8" X 16" CONe. TIE BEAM SEE SHT. 4A HOOK VERTICAL BAR AT TOP OF TIE BEAM 25" MIN. .... , > . . ~ ELEV. AT 20'-0 3/4: TRUSS BRG, ~ ELEV. AT 10'-8 3/4- . T.oIPLYWD ~ELEV AT 9'-4" ~BEARING ~ ELEV AT 0'.0" ~ ELEV, AT 20'-0. 3/4" TRUSS BRG. ~ ELEV, AT 9'-4- LANAI BRG ~ ELEV, AT 0'-0" r I -~ ROOF VENT E3 6" "PARGE COAT" BAN) - TYPICAL WHERE SHOWN ~J , '. . 2.2 '... 1/ ..._.~ _.~.~_~.~_ ..... > . r::.i 0 -~~--------..._---~ . D ELEV. AT 20'-0 3/4" TRUSS BRG. 5.9 ELEV AT 9'-4- ~ LANAI SRG. I I I I C~ I FG I B 00 0 [J 0 2'-0." Ale PAD --_. ELEV. AT 0'-0' ~ - -- ~-- -- - PIG ~ T ELEVATION 1/4" 1'-0" L ROOF VENT 12 5.91 IFG I o 9 Co L EFT ELEVATION 1/4" == It_O" . E3-~ '.2$1-0'1 12 --15.9 F,G. [Q](Q] ~~ ~~ , ELEV A T.~O'-? 3/4- A. TRUSS BRG. V 7-0.- ELEV AT 10'.8 3/4" T.OPLYWD ELEV AT 9'-4" BE ARING ~ ~ 9 10 ELEV. AT 0'-0" Lh.. -------V J B M t R ENGINEERING INC, PO Box 15" Valrlco , FI. 33595-15" Ralph Remmert PE Q 39610 THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE. ~ UJ.@ ~& ~,~ ' I ()' U I-~ O(fl Z (fl, <to' I~~ ........ w~ Z ~~ ~ Qj l'J @c2 ~ Z~ >-I ~ (fl' if] 2:t ~~ ~ 0/_ 0 ~~ ~i (fl(f) E--4<2 if] ~g ~~ ~ O~ 0'<1 (1 I- 0 ~(Q (f) lL (f) Q. & 8 0J I 0 0 , N r--- I , 0"- ";;f 0 0 Oi I -- Z I - ~ .c__ -- rD llJ I \- .. 6 u. ~ w 0 i]) ~ <t : 0 I - ..- Ii : ~ ------. ~ - ( (" \. ) Z r,\ , ~J m - ~- , <r z 0 > f- UJ <t > _..1 ILl LlJ _J w 6a o ENTRY WALL ELEVATION SCALE: 111=3Q1 ,.' ' . o MAIN ENTRY ELEVATION SCALE: 111=10' . o SECOND ENTRY ELEVATION SCALE: 111=1 Q1 /F~~ fJJ~W 8_~~ $!I:i::: Gulf Coast Consulting, Inc" Land Development Consulting 13630 58th Street N" Suite #110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727)52~ HEIDT & ASSOCIATES, Inc. Tampa .. Fort Myers Tampa Oftice 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 Pinellas: 813-442-8536 Pasco: 813-842-2401 FAX: 813-253-2478 DATE DESCRIPTION REVISI~S BY '- . ENTRY WALL ELEVATIONS JOB NO, RTL -MS-001 DESIGN SEA DRA\lN SEA LAKE CHAUTAUGUA PREPARED F[]RI SHEET ROTTLUND HOMES 1 OF 1 SHEETS DATE 11-19-03 SCOTT E. ANDREASEN LA 0001658 FILE FLORIDA REGISTERED LANDSCAPE ARCHITEC LP . m z o I- ~ > W ...J W V V 1!I ~ o W ...J ~ [J m o ?- m z o ~ > W ...J W ...J ...J ~ ~ / Z ~ ...J ll. o Z ~ ...J / ~ :J 1!I :J ~ I- :J ~ I [J W ~ ~ ...J / o Z :J ...J ~ o 0= / .. ll. I Z ~ ?- m [J o m m ~ roll I- o W I ~ 0( N to r- l'J o I o N I .... - - c~ ~r T' 100 I j I I / FIRSJ./' AVE N (60' R/W) NOTE: HOA TO MAINTAIN ALL TRACTS INCLUDING AREA WEST OF 8' HIGH WALL, ---'...., '\ \ \ w =:) Z w I~ I \ ! i I \ \ \~ \ \ \ \ \ \ \ \ ; I ~,: ! EO' R/ W . / ;;, 'jlll : \ \ \ -;-... ___J>' ~.__ _._~ ~ _ j. ' lno _I' : / ".' i <(I =:) a =:) <( r- =:) <( I IU I i~~~ I i ; o ; v~ : 16' :-. _I I 50 0 50 I ~ I SCALE: 111 = 50' '7 " ...,. I:" 02 1 ~. . ~ L ~ ~"\ IC)~ 1<'> V ~ t,:~- 6170 ," "",U,-<> 1<~171 ., :#169 ~ , ' 10 - # 8 Q. .... I:Y I'~. !," 'J ~ ,r~ ~ .,' Ie ~ . ~ 100 I #289 .,' #288 X L --~ i' <If #286 I" m2)( ~- ;;/ #265 <tiI K #283 -- - It ., 1264 ,_..1267 ,,'J,. ,_ .'}it J~ ~ ~ - -,- - - (6- HIGH VINYL FENCE 'I I ~VA TffJ a #269 113...~ I5TREETJ )(.. ~ ---- ~ ,. ;',j'\\1 <C VJ.268.J> '-""'.> -- #275 " " (0~ Ii "tf/ #26 ~ 1: ~U'7 #274 1273 ~ , f'?\ 1::0-)( #6 X~ #9,... '7 ~. . >i." X,., ( . ,.~. I' 61~ ',: :g ~60 I(!. .:~ I. ",.-, J' "-?'f ') \. '~:'I~'''''''''~J #":'" '\.~ . /..,~ )( lit . I': )( If~ - ,~~ V h .,fs\Pl B 91.501 "JV h ..~ ',1' ^ ~/li ~ :J~ ,... #210~ ~6\ #1 h"" \A"7~'" + + '+ + + +. + + + +'+ + + + + + + + +'<t + + + + ~ ~ - ~) + + + + + + + + + + + + + + V "'I. ~.~ I _ + + + + + + + + + + + + + ~ ~~ ~ ~ + + t + + + + + + + + + + + 23 I T ~,~_'ll .'+ + + + + + + + + + + + , .~ + + + + + + + + + + + + + + + + + + + + + ~_ . 0)(' -;- + + + + ..... (15'MIN/25'AVG *U "- iJ(.. + + + + + + REQUIRED/ 30.8' AVG 114@" ~' ~ + + + ~ ~ WIDTH PROPOSED) I ."- \. + + + 4! ...:). \+ + \ ,~~ I'.~ ~+~ ~. ~ )~.. l'\ +~+ + 22' "., 1(, ~f<' '0 + + + '1 B 9 s' 0. Ii) + + + + + + + + + + I '.' ''\ "I~ + + + + + .," I' I '--" 1""'--- + + + + + . ~ ++++++ I'" " -' h + + + + + + " + + + + + + ^" + + + + + + + , +++++++ )(' I_'_~" 't' ... + + 't' + 't':j ~ "246 + + + + + + + + + + + + + + ~ +++++++ 1 + + + + + DRAINAGE & CONSERVATION AREA I ~1 X~.:; + : + ~ (PER CITY OF CLEARWAT~ B 90.80.-. ~ + + roc:... _' . ~~""''''~''' CD.l' + +." 1,_ 1~1 + +.J ,~.~ # 2 #251~' , _ Jt7,J. ~ )( #252 / + + I')}/ () )('#1: 0 f: + :~~ y ,:, 1....4.1 1+ + r:~. I B I ~~R!ol ~T'~ ).. ~*-:~o '1i 1256 '+ + <T - }(" '" 1(' )( ~ I 0: ....~v, .J-""'RCo; ~'I e' ""-~..,\ f ~..,^" .; )" I I l.'f 112 'j' I~ \^ \ 11(1 !.'If. #r7 'I' #27 ~ + + + + +@;. 1.2:7 +++ ++++ + 16 '- + + + +{" T ~/.:::..+? H. 4: + + ' + + + + + + + + + + + + + + + + + + + + + . + + + + + + .. + + + + + : It- + + , + + i + + +. ++++ .I' 0G)215 ~ (7)'213 FLOODPLAIN MITIGATION AREA M-3 AREA = 3.226 sf BOTTOM EL = 84.65 ,#2 2 #276 A V 7 0'-- ,', . - WETLAND BUFFER (15'MIN/25'AVG REQUIRED/ 30,8' AVG WIDTH PROPOSED) -- .! , '- -:'- ~ FLOODPLAIN MITIGATION AREA M-l AREA = 9.015 sf 0 EL 84.65 BOTTOM EL - 84"65 , , , .~ J I 3/24/04 3/22/04 2/12/04 2/9/04 12/24/03 11/19/03 DATE GEN. REV. GEN. REV, GEN. REV, GEN. REV. GEN. REV. GEN, REV, SEA SEA SEA SEA SEA SEA BY DESCRIPTION REVISIONS .A V I J I / 7 I .., NOTES: 1. ROOT PRUNING OF TREES TO BE PERFORMED AT THE TIME OF CONSTRUCTION, HEIDT & ASSOCIATES, Inc. Tampa .:. Fort Myers ,~ Tampa Office 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 Pinellas: 813-442-8536 Pasco: 813-842-2401 FAX:8 -253-2478 - ....., ~,~~~/ stOTT r ANDR"fAsEN/ LA 0001658 FLORIDA REGISTERED LANDSCAPE ARCHITECT LEGEND o TREE BARRICADING 12" @ = 12" @ = 12" Q = 12" ~ = 12" ~= 12" f# = 12" <) = 12"~ = 12" ~= 12" . = 12" ~ = 12" <J = 12" <:fJ = 12" ~ = 12" <<J = 12" ~ = 12" @= 12" @= 12" @= 12" @= 12" Q9= 12" OAK TREE 12" WILLOW TREE 12" MULBERRY TREE 12" PALM TREE 12" BAY TREE 12" MAGNOLIA TREE 12" CITRUS TREE 12" EUCAL YPTUS TREE 12" SYCAMORE TREE 12" PINE TREE 12" CEDAR 12" ELM TREE 12" MAPLE TREE 12" WAX MYRTLE TREE 12" OTHER SPECIES 12" CYPRESS TREE 12" PECAN TREE 12" BOTTLE BRUSH TREE 12" CAMPHOR TREE 12" PUNK TREE 12" MAMOSA (TP-1) TREE PRESEVATION PLAN JOB NO. RTL -MS-001 DESIGN SEA DRA\JN SEA DATE 10-22-03 FILE PLP LAKE CHAUTAUGUA PREPARED FOR; SHEET ROTTLUND HOMES 1 OF 2 SHEETS ~;kf?lJ~~~W: 8~f?lJ~ $y.- Gulf Coast Consulting, Inc. Land Development Consulting 13630 58th Street N., Suite #110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 DRAINAGE & CONSERVATION AREA B', 0)' J (PER CITY OF CLEARWATER) ~i FLOODPLAIN MITIGATION AREA M-2 AREA = 4,619 sf BOTTOM 0 EL 84.65 ~ I- :J o r ~ ...J V V [!) ~ o D.. ...J D.. /' Z ~ ...J D.. o Z ~ ...J /' ~ :J [!) :J ~ I- :J ~ I [J W ~ ~ ...J /' o Z :J ...J ~ o lr /' D.. .. ~ ~ o [J ill [J o ill UJ ~ c(\ I- o W I ~ <( o o;t o;t o I o;t N I [YJ o TR E E # TYPE SIZE RA TI NG DESCRIPTION 1 OAK 6" & 6"6" 3 2 OAK 5" & 10" 3 3 OAK 5" 3 4 OAK 5"5"5" 3 5 PALM "ffiEE N/A 2 6 PALM "ffiEE N/A 2 7 OAK 5" & 5" 4 5",6",8",5",6",6" 4 Only if you can save 8 OAK GROUP complete group 9 MAGNOLIA 14" 5 10 OAK 19" 4 12"12",10",10",10",6", 5 Only if you can save 11 OAK GROUP 10",10",14",9",10" complete group 12 OAK 9" 4 13 OAK 5"5" 3 14 OAK 14" 3 15 PINE GROUP 17",24" 3 16 OAK 38" 3 17 OAK 5"6"6" 4 18 OAK 10" 3 19 CEDAR 5"5"5" 4 20 CEDAR 5"5" 3 21 OAK 30" 5 22 EXOTIC 23 CEDAR 11"9" 3 24 OAK 6" 4 25 OAK 27" 4 26 OAK 12" 4 27 ELM 6"9" 3 28 OAK 20" 4 29 OAK 30" 4 30 OAK 16" 2 31 HOLL Y 6"8" 0 32 HOLL Y 6" 0 33 OAK 6"6" 3 34 BAY"ffiEE 5",5"5" 3 35 OAK GROUP 5"5",5"6"6",5" 3 36 OAK GROUP 6",7"7"8" 3 37 OAK 5" 4 38 OAK 6" 4 39 OAK 8" 4 40 OAK 8" 3 41 OAK 6" 3 42 OAK 15" 5 43 BAY"ffiEE 7"7" 3 44 OAK 8" 4 45 OAK 6"6"7"7" 3 46 OAK 6" 3 47 OAK 5" 4 48 OAK 5" 3 49 OAK 6" 4 50 OAK 6"6" 4 51 OAK 7" 4 52 OAK 8" 3 53 OAK 5" 3 54 OAK 7" 3 55 OAK 6"9" 3 56 OAK 7" 3 57 OAK 5"7" 3 58 WAX MYRTLE 5"5",6"6" 2 59 WAX MYRTLE 6"5" 2 60 EXOTIC 61 OAK 5" 3 62 EXOTIC 63 OAK 6" 3 64 OAK 6"6"6" 3 65 OAK 9" 3 66 OAK 5",6" 3 67 OAK 6" 4 68 OAK 6"10" 3 69 EXOTIC 70 EXOTIC 71 EXOTIC 72 OAK 6"5" 3 73 EXOTIC 74 EXOTIC 75 OAK 5" 3 76 OAK 5"5" 3 77 PALM TREE 3 78 MAPLE 21" 5 79 PALM TREE 3 80 OAK 5"5" 3 81 PALM TREE 3 82 PALM "ffiEE 3 83 OAK 8" 5 84 OAK 12" 3 85 OAK 24" 4 86 OAK 9" 11 "12" 4 87 EXOTIC 88 OAK 21"21" 5 89 OAK 5"6" 3 90 BAY TREE 5"6"7" 3 91 OAK 5"5"6",19" 3 92 PECAN 14" 4 93 CEDAR 14" 3 94 OAK 11 " 3 95 BA Y TREE 6" 3 96 BA Y TREE 5"5"5" 3 97 PALM TREE 3 98 PALM TREE 3 99 PALM TREE 3 100 PALM TREE 3 101 EXOTIC GROUP 102 OAK 5" 3 103 EXOTIC 104 EXOTIC 105 BAY TREE 6"8" 3 106 EXOTIC 107 MAGNOLIA 10" 4 108 EXOTIC 109 OAK 11" 3 110 EXOTIC 111 PINE 12" 3 112 PINE 10" 3 113 OAK GROUP 5"-6"-7" 2&3 114 OAK GROUP 5"-6"-7"-8"-9" 2&3 115 OAK 15" 3 116 OAK 14" 3 117 PINE 15" 3 118 OAK 15" 3 119 OAK 9"10"12" 3 120 OAK 9" 3 121 OAK 6" 3 122 OAK 6" 3 123 CITRUS 5" 1 124 OAK 9" 3 125 OAK 15" 3 126 OAK 6"6" 3 127 OAK 16"18" 5 128 PINE GROUP 6"6"7"6"5"6"7"6" 3 129 PINE 6" 3 130 OAK 5"6" 3 131 PINE 17" 3 132 PINE 15" 3 133 PINE 11 " 3 134 PINE 8",8" 3 135 PINE GROUP 11" , 9" , 1 0" , 7" 3 5" 5" 6" 7" 6" 5" 5" 6" 3 136 OAK GROUP I , 1 I I I , , 5" 137 PINE ROW 6",5",5",6",6",6" ,5" 3 138 OAK 5"5",6" 3 139 OAK 6" 3 140 OAK GROUP 6" 6" 6" 8" 7" 5" 6" 9" 3 I , 1 I I I , 141 OAK 5" 3 142 OAK 5" 3 143 PINE 7" 3 144 PINE 11" 3 145 PINE 10" 3 146 PINE 8",11" 3 147 PINE 5" 3 148 PINE \ 6" 3 149 PINE 8" 3 150 PINE 8" 3 151 PINE 7" 3 152 PINE 9" 3 153 PINE 12" 3 154 PINE 7" 3 155 PINE 8" 3 156 PINE 11" 3 157 PINE GROUP 9" 8" 8" 6" 5" 7" 6" 7" 3 I , I , I I , 158 PINE 6" 3 159 PINE 7" 3 160 PINE 10",11" 3 161 PINE 5",5" 3 162 PINE 9" 3 163 PINE 7" 3 164 PINE 7" 3 165 PINE 12" 3 166 PINE 11"12" 3 .. 3 167 PINE GROUP 7",11" 168 OAK 9" 3 169 PINE 7",9" 3 - 3 170 PINE 14" 171 OAK 6" 3 172 OAK 5" 3 173 OAK 6",5" 3 174 OAK 5" 4 175 OAK 6" 3 176 OAK 5" 3 177 OAK 5"5"5" 3 178 OAK 5" 3 179 OAK 6",7" 3 180 OAK 5" 3 181 OAK 5" 3 182 OAK 8" 3 183 OAK 6" 3 184 OAK 5",5" 3 185 OAK 5" 4 186 OAK GROUP 5",5",5" , 5", 5",5",5",5" , 3 5" 7" 6" 6" 6" 6" 5" I I , I I , 187 OAK 6" 3 188 OAK 5" 3 189 OAK 5" 4 7" 7" 7" 6" 6" 5" 9" 8" 3 190 OAK GROUP 1 1 I 1 1 , , , 8" 191 OAK 5" 3 192 OAK GROUP 6",6",6" 3 193 OAK 9" 3 194 OAK 8" 3 195 OAK 11" 3 196 PINE 10" 3 197 PINE 19" 3 198 CYPRESS 15" 5 199 PINE 7" 0 200 PINE 12" 3 201 PINE 16" 4 202 PINE 7" 2 203 PINE 16" 3 204 PINE 20" 5 205 PINE 20" 5 206 PINE 13" 0 207 PINE 20" 4 208 PINE 6" 0 209 PINE 14" 3 210 PINE 18" 3 211 PINE 10" 3 212 MAPLE 10",6" 3 213 MAPLE 4",5" 5 214 CYPRESS 16" 4 215 MAPLE 5",5" 3 216 MAPLE 7" 4 217 CYPRESS 14" 4 218 MAPLE 6" 4 219 PINE 20" 5 220 PINE 9" 5 221 PINE 22" 5 222 PINE 9" 4 223 PINE 11" 1 224-244 VOID NUMBERS 245 PINE 22" 4 246 PINE 12",20" 3 247 PINE 22" 4 248 PINE 24" 5 249 PINE 18" 4 250 PINE 18" 4 251 PINE 14" 3 252 PINE 17" 3 253 PINE 17" 3 254 PINE 28" 4 N I- :J 0 >- <! -i v 255 PINE 17" 3 v (!] 256 PINE 17" 0 3: 257 PINE 16" 2 0 Q. 258 PINE 17" 4 -1 Q. 259 OAK 16" 4 --- z 260 PINE 22" 5 <! -1 261 PINE 9" 4 Q. 0 262 PINE 18" 3 z PINE 14" 0 <! 263 -1 --- 264 PINE 17" 5 <! :J 265 PINE 20" 4 (!] :J 266 PINE 22" 6 <! 5 I- 267 PINE 17" :J PINE 10" 3 <! 268 I 269 PINE 8" 3 [J w 270 PINE 14" 3 '::L <! 271 PINE 14" 3 -1 --- 272 PiNE 12" 3 0 z 273 OAK 16" 4 :J -1 274 PINE 14" 3 ~ 275 OAK 24" 4 0 ~ 276 MAPLE 12" 5 --- 4 Q. 277 OAK 13" .. .. 278 PINE 10" 3 <! ~ 279 HOLLY 5",5" 3 0 280 PINE 14" 4 [J In 281 PINE 16" 4 u 282 PINE 12" 5 0 In 283 PINE 10" 3 In 284 PINE 12" 4 <! ~ 285 PINE 10" 3 I- 286 PINE 5" 3 0 - 3 w 287 PINE 6" I 288 PINE 15" 5 L <l: 289 PINE 12" 5 ~ 5 <;t 290 PINE 15" .. 291 PINE 15" 4 292 PINE 14" 5 ~ 0 PINE 13" 4 , 293 N 9",6" 5 ~ 294 OAK , N 295 PINE 12" 5 0 HEIDT & ASSOCIATES, Inc. Tampa .:. Fort Myers Tampa Office 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 , ./'Inellas: 8)3-442-8536 DRAWN Pasco: 813-842-2401 ~~ E~: 813-253-2478 SEA C/ / ,.// DATE ,-j~, ,'~/~i~~ 10-22-03 SCorT E. ANDREASEN LA 0001658 FILE FUJRIDA REGISTERED LANDSCAPE ARCHITECT PLP 2/12/04 DATE GEN REVISIONS DESCRIPTION REVISlDNS SEA BY /7;MyfffJ~ /7~ w ~_fffJ~ $y.. Gulf Coast Consulting, Inc. Land Development Consulting 13630 58th Street N., Suite # 11 0 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 (TP-2) TREE PRESEVATION PLAN JIlB Nil, RTL -MS-OOl DESIGN SEA LAKE CHAUTAUGUA PREPARED FIlRI RonLUND HOMES SHEET 2 SHEETS 2 OF RST AVENUE NORTw - w ~ z w I~ I 8' HIGH WALL 4' SIDEWALK I I <( ~ a => <( f- => <( I IU 1 ,- )( 5_ ~ 0" & I)J /~~. 1::;; / >i ~ ~-- I ! a~- ! 1 26 27 28 29 30 1'.0 &~, .~..~. ..~ 5'5- ~5'5'5 o . ;~/ 5'5' ~c 14' , ,1 ", (, , WETLAND JURISDICTIONAL <"{,,,5' LINE 5' .. <SJ g' c.,6' (,'0 i 7"8"g 5" 6" @) )(' (c. , '5.,5 ".r 17,:,9" ,1'5' ,<:Ch \." ,-) "':'6" 5 "s" .. 5" 5'6" l," i11"1\'.~\, 7"7" ~: . 7,:,", }.~.'" . '.-' )(.,1" 8"8"8 "')'''\~'/5"9' .C', 11,,~)"~6 I .8'" " , 1',)1 r' 9~ \. .. If ; 5-g"(,,'JJ,~ ,.'-,,89 ! ( {fJ ca' ,..8' ((~;l~t! 11"'''''7" '~WETLAND JURISDICTIONAL) LINE '\ 7" " ~ . G " 5.~ . ~. ~~ c~r~);" ~L)(~-"" n L_ 9" )( ~ r (WETLAND JURISDICTIONAL LINE ~ . .;.,7" ,6" .8'8. (-~~ ,,5"5"5 6" t::.J;('~'\ -- 9. ~5"5'. ,5"F"Q ~:;;5" >)~; . --7"8' 5'5:'. 6'9" 7.'C) 5~'''~>5"f' 12 f~_.5 6'" " r;' S'8' l'({' 6' R' "" " "..~6. ,.5'~ 1',.i)>;,~'9" I,i, '~r~:,,)fh!l6' ,SJ 7 ~3) '~~ 6" '6' 6"S 6 5' 5"5'59 5' - --, 5" 7"._, IV- ---s"6ii; ./'7" I',' , 5'6"6 c~ 1~' \'.. EXISTING WETLAND 34 } l '~ (]) & 18 )( x WETLAND JURISDICTiONAL ~ I LINE I il ,8" 5" /,/' ,;_, ,(-:-:-~,,, ',:/i ~.J)( ----4J',V~. 1l.. -'ii:o~--Xe;' C"~ --~. ..,. ~~ 8' 4- b A~', ';it, _~ _ :r," 35 ~ ....~ --r- .' 1 7 ~,. !~ , :~ ~*4.3 :",,~ )( #;~, )( 6" )( ~ ." .\ 16 POND o~ ---- . C \2]. ) 15 ~ (I '<( ~t V/IfI Dr iE ;;s .-. C \:J. ~ ( 5" )( 'k.ft. v. 40 ~'89 4l.' 41 ~. 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 COMMON AREA AREA (SQFT) REQUIRED # TREE 1 7,454 14.637 16.269 15,690 15,330 15,692 14,666 20,460 20,051 11,943 12,384 11 ,702 12,902 12,862 13,282 11,051 11,403 11,202 11,177 10,653 11,936 11 ,499 18,579 10,205 24,309 12,260 8,831 9,568 9,780 11,528 13,029 t 13,333 13,886 13,291 12,390 13,829 18,299 19,519 11 ,040 10,440 10,209 12,593 12,324 11,308 15,633 10,367 o 8 6 8 8 8 8 6 8 8 6 6 6 6 6 6 6 6 6 6 6 6 6 8 6 8 6 4 4 4 6 6 6 6 6 6 6 8 8 6 6 6 6 6 6 8 6 o 5' 6' )( 11" 6' X TOTAL 294 TOTAL EXISTING TREES 80 TOTAL REQUIRED 214 TOTA~ PROVIDEDt 225 7" #191 ~~ il 6' 6 6 , 192 Shade Tees Description )(:,,, #76 ~~. " "'il"/196 . Jl("';5 . f:" X 2 I'). 1,')" )()( 9" ~ " -3 ...1)' If... 1 " 5"~ ~ ~. -x C) OJ ~ f& ~ i "00 c", · (/ ~ )(.\" *10'10~' ~~/1'OI.!,", ~ #104 ^ ~ ' .' '~!" C~US~~,:: >{ )(*102 CLUSTER'. ~ . ~ Hex 'Nellie R. Stevens' Li~ustrum japonicum Lagerstroemia indica Myrica cerifera Viburnum abovaturn )( & Charact r Trees PROPOSED # STREET TREE 6 1 1 1 1 1 1 1 1 o 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 2 1 1 1 1 2 2 o 1 1 2 2 2 1 1 1 1 4 1 o 7 26 93 NDTES: 1. ALL PLANTS SHALL BE FLORIDA GRADE In OR BETTER. 2, APPLY A 3' LAYER OF MULCH LAYER TO ALL PROPOSED TRtE. SHRUB. GROUND COVER AND VINE PLANTINGS, 3, IRRIGATION LINES SHALL NOT BE INSTALLED DISTURBING EXISTING' TREE ROOTS. 4, NO REFERENCE TO ENGINEERING SHOULD BE MADE FROM THIS SHEET, FOR LANDSCAPE REFERENCE ONLY, 5, ANY DEVIATION FROM PLANT QUANTITY. SIZE OR GRADE MAY JEOPARDIZE THE CERTIFICATE OF OCCUPANCY, ADDITIONAL PLANTS MAY BE ADDED. BUT MUST COMPLY 'WITH HILLSBORoUGH COUNTY LANDSCAPE REQUIREMENTS, PROPOSED # SHADE TREE 1 o o o o o o o o 2 2 2 2 2 2 2 2 2 2 2 3 2 3 1 2 o 1 1 1 1 2 3 2 2 2 2 4 3 3 3 3 3 1 2 4 1 2 PROPOSED # CHARACTER TREE 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 o 80 92 t : i --~_~_~-~_~__~, ----:: ___~_:_-__~ -_~___"_~_':_-_~_~ -_-~-H_ ~ Common Name Red Maple Yaupon Weepin.g Yaupon Sweetgurn Magnolia Slash Pine Sycamol:'e Shum<lrd Oak Live Oa:, Magnoli i Drake F:Im Winged Elm \ lTREE REPLACEMENT CHART / LOT NO. Botanical Name Acer rubrurn Hex vomitoria Hex vomitoria 'Pendula' Liquidambar styriciflua Magnolia grandiflora Pinus Elliotti 'Densa' Platanus occidentalis Quercus shumardii Quercus virginiana Magnolia grandiflora Ulrnas parvifolia 'Sempervirens' Ulmus alata . :~ > ?"P,' ',IJ' ; c;' . .: . ~, "~ i ...... . .J -" .... ~) - PLANT LIST Key Qty, B, 'Ll! i:{ ai Name Common ~'Janle (d!q)er Helgt,t >;pread Contairw( i \.Hnments Spacing Nellie F:. Stevens Holly Ligustrum Tree Crape ~(yrtle Wax Myrtle Tree Waller: Viburnum Caliper 2.5" 2.5" 2.5" 2.5" 2.5" 2.5" 2.5" 2.5" 2.5" 2.5" 2"5" 2.5" Height 10'-14' 10' -14' 10'-14' 10'-14' 10'-14' 10'-14' 10'-14' 10'-14' 10'-14' 10' -14' 10'-14' 10' -14' 2" 2" 2" 2" 2" 8'-9' 8'-10' 8'-10' 8' -10' 8'-9' Spread 8'-10' 7'-9' 7'-9' 8'-10' 8'-10' 8'-10' 8'-10' 8'-10' 8'-10' 8'-10' 8'-10' 8'-10' 3'-4' 5'-6' 5'-6' 5'-6' 3'-4' Container 65 Gal 65 Gal 65 Gal 65 Gal 65 Gal 65 Gal 65 Gal 65 Gal 65 Gal 65 Gal 65 Gal 65 Gal 30 Gal 30 Gal 30 Gal 30 Gal 30 Gal . ~;E,IVE,. I~UV ::': .iU'I, PROPOSED # PALM TREES 5 o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o 12 17 EXISTING TREES EXISTING SUBTRACT REQUIRED TREES TREES 4 4 8 0 21 0 17 0 6 2 8 0 6 0 28 0 17 0 o 6 o 6 o 6 o 6 o 6 o 6 o 6 o 6 o 6 o 6 o 6 o 6 o 6 4 4 11 0 1 7 o 6 o 4 o 4 o 4 o 6 o 6 o 6 1 5 4 2 o 6 o 6 o 8 2 6 o 6 o 6 o 6 o 6 o 6 o 6 o 8 o 6 o - I- ::J o >- <! ...J V V l!l ~ o ll. ...J ,- Z <! ...J ll. o Z <! ...J ,- <! ::J l!l ::J <! I- ::J <! :r [J w ~ <! ...J ,- o Z ::J ...J ~ o 0:: ,- ll. .. <! ~ o [J In tJ o In In <! ~ I- o w :r ~ D. [l) ~ N [l) o I lJI ORIGIN L (LP-1) LANDSCAPE PLAN SEA BY DATE 10-22-03 OTT E. AN ~SEN LA 0001658 rILE rLORIDA REGISTER.ED LANDSCAPE ARCHITECT LP HEIDT & ASSOCIATES, Inc. Tampa (, Fort Myers 138 o 214 Trees Quercus ~rginiana Li~stona decipiens Li~stona decipiens Li~stona decipiens Liw Oak Ribbon Fan Palm Ribbon Fan Palm Ribbon Fan Palm 2.5" 10'-14' 22' 18' 14' 6'-8' 65 Gal B&B B&B B&B 6' ct. min., main central leader Clear trunk Clear trunk Clear trunk as shown as shown as shown as shown ..+. -... - -.-..f,.- .... I i . _.'__ ____u .__. __ _,__. ___ _->-___ ~_.__._...... _. TamP.B Otrace r ,4212 Swarm Avenue l'af<rttla, FIOl'idS 33606 Phone: 131.3-253-'5311 Pin&ll4is..:.s13-44e-8536 ~~'BsOO: 813-f,4 ~2401 FAX: 813- :;!478 , . c. JOB NO. RTL -MS-OOl DESIGN SEA DRAVN SEA ~ (rl~ 6' ct. min" m In central leader 5' ct. min" main central leader Symmetrically sheared, full to ground Min. 3 trunk, 2' to 3' clear trunk, full head Min, 3 trunk, 2' to 3' clear trunk, full head Tree form single trunk, full head LAKE CHAUTAUGUA F;lE PREPARED rOR: R01TLUND HOMES SHEET 1 SHEETS ~~~~~w 8~~$y: Gulf Coast Consulting, Inc. Land Development Consulting 13630 58th Street N" Suite #110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 DESCRIPTION REVISIONS ~ 93 7 5 5 ~ 100 I 50 0 50 I ~ I SCALE: 111 = 50. 100 I 11/19/03 DATE GEN. REV. OF 2 PALM FRONDS SHALL BE TIED UP IN TRANSIT TO JOB SITE AND KEPT IN THAT POSITION FOR A PERIOD OF TVo MONTHS AFTER INSTALLATION. :::.::: z ::J Q:: f- Q:: <[ W ..J U HEIGHTS ARE AS SHoVN ON PLAN 2' VooD STAKE -11- II r ==111 -II ' /-frlll m -m m III-~II" -=111==111==111==111==111- { 2 X BALL DIA. { CLEAN SAND BACKFILL NA TIVE SUBSOIL o PALM TREE SCALE: N.T.S. 2'-3' MULCH (AS SPECIFIED> 3'-4' EARTH SAUCER SHRUB ROOT BALL CRoVN TO BE FLUSH VITH FINISH GRADE SPECIFIED PLANTING MIX, VATER AND TAMP TO REMOVE AIR POCKETS 6' MIN. ON ALL SIDES. NA TIVE SUBSOIL @) . FINISH GRADE 2 X BALL DIA, SHRUB PLANTING DETAIL SCALE: N,T.S. SPREAD ~ I Z :3 D I- 0::: I U ..J ..J D REMOVE ALL FLAGGING T APE, DR TAGS 2- PLY RUBBER HOSE DOUBLE STRAND 12 GAUGE GAL V. VIRE TVISTED 3'-4' EARTH SAUCER 3* MULCH LAYER POST STAKE DRIVEN 24'-30' FIRML Y INTO SUBGRADE. l- I :::.::: Z ::J ~ I- DETAIL CODE DETAIL CODE FINISH GRADE NA TIVE SUBSOIL SPECIFIED PLANTING MIX, WATER AND TAMP TO REMOVE AIR POCKETS 6' MIN. ON ALL SIDES TREE STACKING DETAIL SCALE: N.T.S. :::.::: z ::J Q:: f- ~ FINISH GRADE 3'-4' EARTH SAUCER SHRUB RooTBALL CROWN TO BE FLUSH WITH FINISH GRADE MULTI-STEM TREE PLANTING DETAIL SCALE: N.T.S. t' DETAIL CODE DETAIL CODE LANDSCAPE NOTES AND SPECIFICATIONS IMPLEMENTATION OF THIS PLAN AND SPECIFICATIONS SHALL CONFORM TO THE HIGHEST STANDARDS OF THE TRADE AND TO ALL PREVAILING ORDINANCES AND CODES. THE SPECIFICATIONS CONTAINED HEREIN SHALL SUPPLEMENT THE VRITTEN SPECIFICATIONS. PRIOR TO SUBMISSION OF BID, THE LANDSCAPE CONTRACTOR SHALL VISIT THE SITE AND FULLY INFORM HIMSELF OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE ACCOMPLISHED, THE WORK INCLUDES SOIL PRE PARA TIoN, FINISH GRADING, SUPPLYING AND PLANTING OF TREES, SHRUBS, GRoUNDCoVERS, VINES, AND SOD OF THE SPECIES, SIZES AND QUALITY AS SHOWN ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. FURTHER, THE WORK SHALL INCLUDE THE MAINTENANCE OF ALL LANDSCAPE AND SOD/SEED AREAS UNTIL FINAL ACCEPTANCE BY THE PROJECT ARCHITECT AND OWNER'S REPRESENTATIVE. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A LUMP SUM BID PRICE FOR A FULL Y AUTOMATIC, 100% OVERLAP COVERAGE, UNDERGROUND IRRIGATION SYSTEM. THE IRRIGATION SYSTEM DESIGN, SPECIFICATIONS AND INSTALLATION SHALL CONFORM TO THE STANDARDS OF THE 'IRRIGATION ASSOCIATION,' 1911 N. FORT MYER DRIVE #1009, ARLINGTON, VA 22209 AND TO THE STANDARDS OF THE 'FLORIDA IRRIGATION SOCIETY.' THE LANDSCAPE CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK, PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE ARCHITECT AND OWNER'S CONSTRUCTION REPRESENTATIVE. THE LANDSCAPE CONTRACTOR SHALL BE PROPERLY LICENSED AND INSURED. SEE WRITTEN SPECIFICATIONS. ALL WORK IN THE RIGHT-OF-WAY AREAS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE LOCAL AND/OR STATE HIGHWAY JURISDICTION, THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS (EXISTING AND PROPOSED> , RELATED PAVING, ELEVA TIoNS, WATER AND ELECTRICAL SUPPLY, ETC., PRIOR TO START OF WORK. NOTIFY THE GENERAL CONTRACTOR AND THE ARCHITECT /oVNER'S AGENT IN WRITING OF UNSATISFACTORY CONDITIONS PRIOR TO START OF WORK, START OF VoRK WILL INDICATE ACCEPTANCE OF CONDITIONS AND FULL RESPONSIBILITY FOR COMPLETED VoRK. VERIFY ALL UNDERGROUND AND ABOVE-GROUND UTILITY LOCATIONS PRIOR TO ANY EXCAVATION. IF UNDERGROUND CONSTRUCTION, UTILITIES DR OBSTRUCTIONS ARE ENCOUNTERED DURING THE EXCAVATION OF PLANTING AREAS OR PITS, IMMEDIATELY INFORM THE oVNER'S CONSTRUCTION REPRESENTATIVE. ALTERNATE LOCATIONS FOR THE PLANT MATERIALCS) WILL BE SELECTED BY THE ARCHITECT OR AGENT. SUCH CHANCES IN LOCATION SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COMPENSATION, THE LANDSCAPE CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR ANY ANJ ALL DAMAGES THAT RESULT FROM HIS ACTIVITIES DUE TO IMPROPER VERIFICATION OF UTILITIES AND/OR OPERATOR ERROR DURING EXCAVATIONS, SEE RELATED CIVIL PLANS FOR ADDITIONAL INFORMATION AND COORDINATE ON-SITE VITH THE GENERAL CONTRACTOR AND OTHER TRADES PRIOR TO START OF VoRK. SITE CONTRACTOR SHALL PROVIDE THE LANDSCAPE CONTRACTOR WITH A FINISH GRADE OF (PLUS OR MINUS) ONE-TENTH OF ONE FOOT. GRADE SHALL BE CLEAR OR DEBRIS AND WEED GROWTH. FINISH GRADES ADJACENT TO PAVING SMALL BE TWO INCHES (2') BELoV TOP OF CURBS, VALKS OR PAVINlj IN ORDER TO CO NT AIN SOD OR MULCH AS SPECIFIED, PLANT MATERIAL SHALL BE GRADED FLORIDA NO.1 OR BETTER AS OUTLINED UNDER THE 'GRADES AND STANDARDS FOR NURSERY PLANTS,- SECOND EDITIUN STATE OF FLORIDA, DEPARTMENT OF AGRICULTURE AND SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK (ANSI 260.1-1980), NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE EXPLICIT VRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. PLANS SHALL BE BID BY ALL BIDDERS AS SHOWN, SUBMIT WRITTEN VERIFICATION OF ANY PLANT MATERIALCS) THAT MAY BE UNAVAILABLE AS SPECIFIED, TO THE LANDSCAPE ARCHITECT, COORDINATE THE INSTALLATION OF TREES AND PLANTS SO AS TO NOT OBSCURE THE SITE VISIBILITY TRIANGLE AT INTERSECTIONS AND THE VISIBILITY OF DIRECTIONAL SIGNS OR LIGHTS, FIELD ADJUST TREE AND PALM LOCATIONS AS REQUIRED TO AVOID CONFLICT VITH LIGHT POLES, ETC, THE OWNER SHALL PROPERLY MAINTAIN TREES AND PLANT MATERIALS AFTER FINAL ACCEPTANCE IN ORDER TO MAINTAIN UNOBSTRUCTED VISIBILITY FOR PEDESTRIANS AND VEHICLES. ALL TREES SPECIFIED AS BALLED AND BURLAPPED SHALL BE 'ROOT PLUS GROWERS' TAGGED AND APPROVED TO ENSURE PROPER HARDENING OFF PRIOR TO INSTALLATION oNSITE. ALL TREES PLANTED USING EITHER A TREE AUGER DR TREE SPADE ARE TO BE CORRECTLY WATER SETTLED TO ENSURE NO FUTURE SETTLING. ALL TREES THAT SETTLE CROOKED VILL B EREST BY LANDSCAPE CONTRACTOR. ALL HOLES DUG BY EITHER A SPADE OR AUGER ARE TO BE SCORED ALONG ALL SIDES TO ALLOW ROOT GROWTH TO ESCAPE LIMITS OF EXCAVATION. APPLY 'DEVRINOL' SELECTIVE HERBICIDE (DRY FLOWABLD PER MANU- F ACTURER'S DIRECTIONS TO ALL PLANT BED AREAS PRIOR TO MULCHING. USE A PROPERLY CALIBRATED GRANULAR APPLICATOR AND DO NOT APPLY CHEMICAL DIRECTLY ONTO LEAVES OF PLANTS. ALL PLANT BEDS AND TREE RINGS SHALL BE MULCHED VITH A 3' DEPTH LAYER OF PINE BARK MULCH (MEDIUM SIZE CHIPS). DEPTH SHALL BE MEASURED AFTER COMPACTION. REMOVE MULCH FROM CANOPIES OF SHRUBS AND PROPERLY 'TUCK-IN' MULCH ALONG EDGES. DO NOT PILE MULCH AROUND THE BASE OF TREE TRUNKS. PROVIDE A 3' DIAMETER MULCH RING AROUND ALL PROPOSED AND EXISTING TREES WHICH DO NOT FALL VITHIN A MULCHED PLANTING BED OR ARE SURROUNDED BY TURF. GRoUNDCoVER AND SHRUB BEDS SHALL BE PLANTED ON TRIANGULAR SPACING VITH PLANTS INSTALLED AND FACED FOR OPTIMUM GROWTH INTO THE BED. CURVILINEAR BED LINES SHALL BE ACCURATELY SCALED FROM PLANS AND LAID-OUT IN THE FIELD. IF FIELD CONDITIONS ARE DIFFERENT FROM PLANS, IMMEDIA TEL Y NOTIFY THE LANDSCAPE ARCHITECT DR ON-SITE REPRESENTATIVE FOR FIELD ADJUSTMENT OF MATERIALS. f!~i6Y~~ ~~ W" 8~~~$~ Gulf Coast Consulting, Inc. Land Development Consulting 13630 58th Street N., Suite #110 Clearwater, Florid1 33760 Phone: (727) 524-1818 Fax: (727)524-6090 DATE DESCRIPTION REVISIONS BY 5 LAYERS OF BURLAP (VRAPPED AT POINT OF SUPPORT) 2.X4* WOOD CLEAT (3) 2'X4N I,./OOD BRACE (3) (WIRED TO TREE> 2'-3* MULCH (SEE SPEC, FOR TYPE) 3' -4* EARTH SAUCER FINISH GRADE TO BE RAKED, LEVEL AND FREE OF WEEDS, ROCKS AND DEBRIS PRIOR TO INSTALLATION OF SOD. LANDSCAPE CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF SITE CONDITIONS ARE NOT ACCEPTABLE, INCONSISTENCY IN SOD QUALITY, GRADE AND INST ALLA TIoN MAY WARRANT REMOVAL AND REINSTALLATION, SODDING IS REQUIRED IN ALL UNPAVED AREAS WITH THE SITE BOUNDARIES UNLESS oTHERVISE SHOWN OR NOTED. ALL SOD AREAS SHALL BE PLANTED VITH NST. AUGUSTINE' AS SPECIFIED. SOD SHALL BE REASONABLY FREE FROM PESTS AND WEEDS, LAID IN STAGGERED ROVS WITH NO GAPS, ROLLED, FERTILIZED AND WATERED IMMEDIATELY AFTER INSTALLATION. FERTILIZE LAVN AREAS WITH 6-6-6 FERTILIZER AT THE RATE OF 8 LBS PER LOOO sr. OF LAWN AREA. WATER' AFTER FERTILIZATION, THE IRRIGATION SYSTEM SHALL B~ FULLY OPERATING FOR A PERIOD OF TVENTY-FOUR HOURS PRIOR TO START OF PLANTING OPERATIONS. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY ADDITIONAL HAND-VA TERING AS NECESSARY FOR ALL TREES, SHRUBS, GRoUNDCoVERS AND LAVN AREAS PRIOR TO FINAL ACCEPTANCE, THE JOB SITE SHALL BE KEPT ORDERLY AND REASONABLY CLEAN ON A DAILY BASIS DURING CONSTRUCTION OPERATIONS. UPON COMPLETION, THE LANDSCAPE CONTRACTOR SHALL REMOVE ALL DEBRIS AND WASTE GENERATED BY HIS OPERATIONS ON-SITE, INCLUDING THE CLEANING OF WALKS AND PAVING AS NECESSARY. IN THE EVENT OF A VARIATION BETWEEN THE PLANT LIST AND THE ACTUAL NUMBER OF PLANTS SHOWN OR NOTED ON THE PLANS, THE PLANS SHALL CONTROL. PLANTS AND TREES SHALL BE SET PLUMB, AT THE SAME GRADE AT WHICH THEY HAVE BEEN GROWN, BEST SIDE FACING PRIME VISIBILITY AND THoRoUGHL Y WATERED-IN, TO ELIMINATE AIR POCKETS, TREES SET TOO HIGH OR LOW WILL BE REJECTED. VERIFY PROPOSED FINISH GRADES AND SET TREES ACCORDINGLY. SEE DETAILS FOR PLANTING, STAKING AND GUYING. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SECURINu TREES, PALMS AND LARGE SHRUBS IMMEDIATELY AFTER PLANTING. ALL GUY WIRES SHALL BE FLAGGED AND ALL STAKES SHALL BE DRIVEN FLUSH WITH SURROUNDING GRADE FOR PURLIC SAFETY, PLANTING SOIL FOR ALL TREES A~D SHRUBS SHALL CONSIST OF 60% PEAT, 20% COMPOST, AND 20% WOOD PRODUCT FOR AERATION. PLANTING MIX SHALL HAVE A pH OF 6.0-6.5 / MIX 75% PLANTING SOIL WITH 25% ON-SITE SOIL FOR PLANTING SOIL BACKFILL. BACKFILL ALL TREES AND SHRUBS AT THE FOLLOWING RATE: TREES 3.5' CAL. AND GREATER TREES 1- 3' CAL./30 GAL. 7-15 GALLON CONTAINERS SIZE 3-5 GALL40N CONTAINER SIZE 1-2 GALLON CONTAINER SIZE ROOTED CUTTING/4- POTS = 1 CUBIC YARD EACH = 1/2 CUBIC YARD EACH = 1/4 CUBIC YARD EACH = 35 PLANTS PER CUBIC YARD =65 PLANTS PER CUBIC YARD = 6* DEPTH OF ANN-UAL BED MIX ROOTED CUTTINGS AND 4' POT MATERIAL SHALL BE PLANTED IN A 6' DEPTH PREPARED BED CONTAINING AN 'ANNUAL BED MIX. COMPOSED OF 1/3 PEAT, 1/3 CoMPoSTED PINE BARK, 1/3 SAND AND DOLOMITE pH 6,0-6,5, FERTILIZE WITH RoSMoCoTE' PER MANUFACTURER'S DIRECTIONS, TOP DRESS 'WITH 1- LAYER OF SPECIFIED FINE MULCH. SHRUBS SHALL BE PLANTED IN CIRCULAR PLANT PITS WITH A DIAMETER OF 16* GREATER THAN THE ROOT BALL OF CONTAINER, TREES SHALL BE PLANTEZ IN CIRCULAR PITS WITH A DIAMETER OF 12N GREATER THAN RooTBALL OR CONTAINER AND BACKFILLED WITH PLANTING SOIL MIX. REMOVE ALL PLANT LABELS, TAGS, FLAGGING TAPE AND RIBBON FROM ALL TREES, AND SHRUBS UPON FINAL ACCEPTANCE OF THE LANDSCAPE. FERTILIZE TREES, SHRUBS AND GROUNDCOVERS I,./ITH - 'SIERRA' 7.5 GRAM TABLETS PER MANUFACTURER'S DIRECTIONS AND AT THE FOLLOWING RATE: LARGER CONTAINER PLANTS/TREES = 1 TABLET PER GALLON SIZE 5 GALLON CONTAINER = 4 - 5 TABLETS PER PLANT 3 GALLON CONTAINER = 3 - 4 TABLETS PER PLANT 1 GALLON CONTAINER = 2 - 3 TABLET PER PLANT ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE (D YEAR AF TER FINAL ACCEPTANCE, ALL TREES, PLANTS AND/OR GRASSING NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED WITHIN TEN (0) DAYS AFTER WRITTEN NOTICE. ALL PLANT REPLACEMENTS SHALL BE OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THE REPLACEMENTS SHALL BE FURNISHED, AND INSTALLED AS HEREIN SPECIFIED AT NO ADDITIONAL COST TO THE oVNER, THE IRRIGATION SYSTEM SHALL BE GUARANTEED FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE FROM DEFECTS IN MATERIALS AND WORKMANSHIP. AN 'AS-BUILT' OF THE LANDSCAPE AND IRRIGATION PLANS SHALL BE MADE BY THE LANDSCAPE AND IRRIGATION CONTRACTOR. THE ' AS-BUlL T' SHALL BE UP-DATED DAILY AND SHALL BE KEPT ON-SITE AT ALL TIMES DURING THE CONSTRUCTION PERIOD. ANY AND ALL DEVIATIONS FROM THE ORIGINAL CONSTRUCTION DOCUMENTS SHALL Bf DULY AND ACCURATELY RECORDED, A REPRODUCIBLE OF EACH 'AS-BUlL T* SHALL BE PROVIDED BY THE LANDSCAPE AND IRRIGATION CONTRACTOR TO 1HE OVNER'S CONSTRUCTION REPRESENTA- TIVE AND TO THE LANDSCAPE ARCHITECT PRIOR TO FINAL ACCEPTANCE AND PAYMENT OF RETAINAGE. AT THE TIME OF FINAL ACCEPTANCE, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE MANUAL CONTAINING INSTRUCTIONS FOR THE PROPER CARE OF ALL MATERIALS SPECIFIC TO THE JOB INCLUDE IRRIGATION TIMECLoCK OPERATING DIRECTIONS AND MANUFACTL'RER'S LITERATURE TO OVNER'S REPRESENTATIVE. LANDSCAPE CONTRACTOR SHALL SUPPLY THE OVNER WITH A BID TO PROVIDE YEARLY MAINTENANCE OF THE THE OWNER SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE AND WATERING OF THE LANDSCAPING AND TURF AFTER FINAL ACCEPTANCE. HEIDT & ASSOCIATES, Inc. Tampa (. Fort Myers (LP-2) LANDSCAPE PLAN Tampa Otftce 2212 Swann Avenue Tampa, A9riqa 33606 Phone:81~253-5311 PinelhilSj 613--442-8536 , . ,P,8$CO:_81.3':&,4 -2401 . FAX: '- 478 JOB NO. RTL -MS-OOl DESIGN SEA DRA \.IN SEA LAKE CHAUTAITGUA DATE 10-22-03 J TT E. AND~E~S[,N LA 0001658 FILE cLORlDA 'REGISH:Rfn. 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'-../. ~~...,;~ ~ ~r ~ -- / -I - L I I 37 o o 15 )( r u.o ~. ~/ ~~ ~5'- ~ t'i .40 ~189Cl I I ...!J' " r "'-, r~ - )( -J "" (5 j:::: U ~ Q: ~ /49 o 1 4 ~ ;J'- -I,," ~~ ' ...~ H~t:, I "Ii 51 Q ~ '<( i:::! ~ ...\j o 5' - '1l. - 41 H53 ,)( fl54 )( 39 38 1155 ", )( 56 )( ~ ,l188 ..~," ... 1 . ~I' \0' 6" i~ 11" ",.. -f ~ '19.. ~ ~ ~-~ 8" ...!f ~ H'93 t( )II( II' ~~ Jt--=~ I~ ~ 5' J()(' . I I ~ r 6 J:" -. r- ~ HX I.~# ,~ t (' 7" '191 ~~" il .6: 6_ 6 1192 ^"~~ y~ ~) ~~ ~~ '~"1I85 V .... ..... >-. ~'U ~ ~~ ~- 7 1 I "I ,6?0 ...~ 4 -J -i,//t~, 196 ~/l95 l/. ~ (: " 8' )( )I( )(g' 6" ) ..J ~ g" ..;^)~ 1~42)( ~' -O"U )~ -- x 7' )( )('.) ~ .nL! 11 1 ~ ~ ~ .''',,'' X_. 1~ s' X 2 .. .. 16' 'If u-~ 9' 6')( 3 ~. 11140~~ ')lit..' . ~": ~ · ...;:, 'I. ~, ? t (<< . "'.~ ~-)( ":~~ C) 51 (1"1' . )( ~ :,);' -.I 8'" . ~~ "" 6".0 -.J . 0 ^^ ^^^^ _ , '~r/~ ~ ~ v (0V v;:v V V ^ "" '\-.J\. '~~r\~~ .-l~;'r' "~D .1~1 ~ 136 ~:1 ;~ 1<J) v- ~ _ :( ;~~, ~ ~ 1~,~~~4 '. I I" 'J" ~4 H13.1 ~""~~ J ~~:~\~ J. /l'S( ~Il~j (/45. " o 'f170~ ~~-o-o ~,~4 0', 'li' G1f), 15' Xll171 < ,11169 ,€I<' '. I .~' ~GDH143 17' 132'1f I '- " fI' 1 6 56 ~ 11 'If '1 'If /I - # 6 '131 ... H15~8 ~ 1~ .' d:.~ ~ ~ 0@) G)C-l ~~ ~ . ~ G) v~ ".:!J fl130 11129 6126 ~., H 48. .t7\'147 I. . \:!) ... If X", 176 L X Hn l ~ 1:....::, ~..'" ~ 1'" n~==- )( ;"'#92 *" H97 ~ ~9() 7 J'18' 112,. '( , 0] i jl LI 8 15' )( &1......... _"'0-.'- ~ '~ 123 ]' ~ ~ /112 6'6' )( 11100 1 Q, ~., ~ .'. . ~ . ~ ~ , 100 I ~~~knu;~~W 8~fffJ~ f!/J~ Gulf Coast Consulting, Inc. Land Development Consulting 13630 58th Street N., Suite #110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727)524-6090 lJ.J ~ ::J / <~';~I .~ I Jl '1( \0"6"" ~! l " ~! I ,) I .. ! /, 'f' ,,,,...'~ I" s" 10"'" 'ii' \ / 7 ( II I I} ( ) ,t 11/19/03 DATE 7 1/ r~// ~l 14~ . (~~; ~)r(., J ~~ ~~X) 1114~" )( "t ~, ^' '0' ... . _ _H,,,.~.l~'~ ,,~ )(~) ",' , 2~ ' )(' ~; 'f tY- ~ ., . )( )(: . . )( ~ 21 ,:;;.", I"'/~ / c- --r--_ ] \k/ If p; -,.-" ,< n~~. ( /) '\ \ ~J j; / ~ t'~ v 11' " 1-;' '_ ,,' :') ,~ " (; - A V 7 ~. ~a I- GEN. REV, DESCRIPTION REVISIONS .AI ~ 1r- I -./I .., NOTES: 1. ROOT PRUNING OF TREES TO BE PERFORMED AT THE TIME OF CONSTRUCTION, TaOlpB Oftlce / . ,\2212,SWaf'lO,Avenue , Tampa, Flbrid8 33606 ..: Phone:'8'l3-253-5311 ': '" t . 'P/r.IeIiis::81~-442-8536 h_ .' Pasco: 813-842--2401 ".' './' :~m~~~478 .r./7 _./~ '~~;t"7' // ./........ - - .... v ~ -// . S:OTT [,' At'JDREASEN.,':LA 0001658 FILE FLORIDA REGis'~E:{). LAN'DSCAPE. ARCHITECT PLP HEIDT & ASSOCIATES. Inc" Tampa -> Fort Myers ~~ SEA BY JOB No', RTL:-MS-001 DESIGN SEA DRA\JN SEA DATE 10-22-03 LEGEND o TREE BARRICADING 12" @ = 12" OAK TREE 12" @ = 12" WILLOW TREE 12" Q = 12" MULBERRY TREE 12" ~ = 12" PALM TREE 12" ~ = 12" BAY TREE 12" ~ = 12" MAGNOLiA TREE 12" <) = 12" CITRUS TREE 12" ~ = 12" EUCAL YPTUS TREE 12" ~ = 12" SYCAMORE TREE 12" . = 12" PINE TREE 12" ~ = 12" CEDAR 12" <J = 12" ELM TREE 12" ~ = 12" MAPLE TREE 12" ~ = 12" WAX MYRTLE TREE 12" <<J = 12" OTHER SPECIES 12" ~ = 12" CYPRESS TREE 12" @ = 12" PECAN TREE 12" @ = 12" BOTTLE BRUSH TREE 12" @ = 12" CAMPHOR TREE 12" @ = 12" PUNK TREE 12" ~ = 12" MAMOSA (TP-1) TREE PRESEVATION PLAN LAKE CHAUTAUGUA PREPARED FOR: ROTTLUND HOMES SHEET 1 SHEETS 2 OF l!l ~ o ..... l!l Z ~ <( c:: o /' o o o N o <( (J o I- ::J <( /' Ul n. n. <( z ~ /' (J <( ~ o (J Ul (J o Ul Ul <( l(l I- o w I I 4: \0 't \0 (I) o I N N , o TREE # TYPE SIZE RATING DESCRIPTION 1 OAK 6" & 6"6" 3 2 OAK 5"&10" 3 3 OAK 5" 3 4 OAK 5"5"5" 3 5 PALM TREE N/A 2 6 PALM TREE N/A 2 7 OAK 5" & 5" 4 8 OAK GROUP 5" 6" 8" 5" 6" 6" 4 Only if you can save complete group , , , , , 9 MAGNOLIA 14" 5 10 OAK 19" 4 1 1 OAK GROUP 12" 12" 1 0" 1 0" 1 0" 6" 1 , , , , , 5 Only if you can save complete group 0" 10" 14" 9" 1 0" , , , , 12 OAK 9" 4 13 OAK 5"5" 3 14 OAK 14" 3 15 PINE GROUP 17" 24" 3 , 16 OAK 38" 5 17 OAK 5"6"6" 3 18 OAK 1 0" 3 19 CYPRESS 5"5"5" 3 20 CYPRESS 5"5" 3 21 OAK 30" 5 22 EXOTIC 23 CEDAR 11 "9" 3 24 OAK 6" 4 25 OAK 27" 4 26 OAK 12" 4 27 ELM 6"9" 3 28 OAK 20" 4 29 OAK 30" 4 30 OAK 16" 3 31 OAK 6"8" 3 32 OAK 6" 3 33 OAK 6"6" 3 34 BAY TREE 5" 5"5" 3 , 35 OAK GROUP 5"5" 5"6"6" 5" 3 , , 36 OAK GROUP 6" 7"1"8" 3 , 37 OAK 5" 4 38 OAK 6" 4 39 OAK 8" 4 40 OAK 8" 3 41 OAK 6" 3 42 OAK 15" 3 43 BAY TREE 7"7" 3 44 OAK 8" 4 45 OAK 6"6'7"7" 3 46 OAK 6" 3 47 OAK 5" 4 48 OAK 5" 3 49 OAK 6" 4 50 OAK 6"6" 4 51 OAK 1" 4 52 OAK 8" 3 53 OAK 5" 3 54 OAK 7" 3 55 OAK 6"9" 3 56 OAK 7" 3 57 OAK 5"7" 3 58 WAX MYRTLE 5"5" 6"6" 2 , 59 WAX MYRTLE 6"5" 2 60 EXOTIC 61 OAK 5" 3 62 EXOTIC 63 OAK 6" 3 64 OAK 6"6"6" 3 65 OAK 9" 3 66 OAK 5" 6" 3 , 67 OAK 6" 4 68 OAK 6" 1 0" 3 69 EXOTIC 70 EXOTIC 71 EXOTIC 72 OAK 6"5" 3 ~~~~~w ~. . (]7)~___~J_J UZJ ~u~~~ f.l Gulf Coast Consulting, Inc" Land Development Consulting 13630 58th Street N" Suite #11O Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 73 EXOTIC 74 EXOTIC 75 OAK 5" 3 76 OAK 5"5" 3 77 PALM TREE 3 78 MAPLE 21 " 3 79 PALM TREE 3 80 OAK 5"5" 3 81 PALM TREE 3 82 PALM TREE 3 83 OAK 8" 3 84 OAK 12" 3 85 OAK 24" 3 86 OAK 9" 11 " 12" 3 87 EXOTIC 88 OAK 21"21" 3 89 OAK 5"6" 3 90 BAY TREE 5"6"7" 3 91 OAK 5"5"6" 19" 3 , 92 OAK 14" 4 93 CEDAR 14" 3 94 OAK 11 " 3 95 BAY TREE 6" 3 96 BAY TREE 5"5"5" 3 97 PALM TREE 3 98 PALM TREE 3 99 PALM TREE 3 100 PALM TREE 3 101 EXOTIC GROUP 102 OAK 5" 3 103 EXOTIC 104 EXOTIC 105 BAY TREE 6"8" 3 106 EXOTIC 107 MAGNOLIA 10" 4 108 EXOTIC 109 OAK 11" 3 110 EXOTIC 111 PINE 12" 3 112 PINE 10" 3 113 OAK GROUP 5"-6"-7" 2&3 114 OAK GROUP 5"_6"_7"_8"_9" 2&3 115 OAK 15" 3 116 OAK 14" 3 117 PINE 15" 3 118 OAK 15" 3 119 OAK 9" 1 0"12" 3 120 OAK 9" 3 121 OAK 6" 3 122 OAK 6" 3 123 CITRUS 5" 1 124 OAK 9" 3 125 OAK 15" 3 126 OAK 6"6" 3 127 OAK 16"18" 3 128 PINE GROUP 6"6"7"6"5"6" 1"6" 3 129 PINE 6" 3 130 OAK 5"6" 3 131 PINE 11" 3 132 PINE 15" 3 133 PINE 11" 3 134 PINE 8" 8" 3 , 135 PINE GROUP 11" 9" 1 0" 7" 3 " , 136 OAK GROUP ,. 5" 5" 6" 7" 6" 5" 5" 6" 5 , , , , , , , , 3 " " 137 PINE ROW 6" 5" 5" 6" 6" 6" 5" 3 , , , , , , 138 OAK 5"5" 6" 3 , 139 OAK 6" 3 140 OAK GROUP 6" 6" 6" 8" 7" 5" 6" 9" 3 , , , , , , , 141 OAK 5'1 3 142 OAK 5" 3 143 PINE 7" 3 144 PINE 11 " 3 145 PINE 10" 3 146 PINE 8" 11" 3 , 147 PINE 5" 3 148 PINE 6" 3 149 PINE 8" 3 150 PINE 8" 3 151 PINE 7" 3 152 PINE 9" 3 153 PINE 12" 3 154 PINE 7" 3 155 PINE 8" 3 156 PINE 11" . 3 157 PINE GROUP 9" 8" 8" 6" 5" 7" 6" 7" 3 , , , , , , , 158 PINE 6" 3 159 PINE 7" 3 160 PINE 1 0" , 11" 3 161 PINE 5" ,5" 3 162 PINE 9" 3 163 PINE 7" 3 164 PINE 7" 3 165 PINE 12" 3 166 PINE 11"12" 3 167 PINE GROUP 7" , 11 " 3 168 OAK 9" 3 169 PINE 7" 9" 3 , 170 PINE 14" 3 171 OAK 6" 3 172 OAK 5" 3 173 OAK 6" ,5" 3 174 OAK 5" 4 175 OAK 6" 3 176 OAK 5" 3 177 OAK 5"5"5" 3 178 OAK 5" 3 179 OAK 6" 7" 3 , 180 OAK 5" 3 181 OAK 5" 3 182 OAK 8" 3 183 OAK 6" 3 184 OAK 5" ,5" 3 185 OAK 5" 4 186 OAK GROUP 5" 5" 5" 5" 5" 5" 5" 5" 5 , , , , , , , , 3 " 7" 6" 6" 6" 6" 5" , , , , , , 187 OAK 6" 3 188 OAK 5" 3 189 OAK 5" 4 190 OAK GROUP 7" 7" 7" 6" 6" 5" 9" 8" 8 , , , , , , , , 3 " 191 OAK 5" 3 192 OAK GROUP 6" ,6" ,6" 3 193 OAK 9" 3 194 OAK 8" 3 195 OAK 11" 3 HEIDT & ASSOCIATES, Inc. Tampa ~ Fort Myers .. (TP-2) TREE PRESEVATION PLAN DATE JOB NO, Taanpa Qfflce RTL -MS-OOI 22.1~_S)Ni!nQ Avenue DESIGN TamPl!l) Flblicia 33606 Phone:.ai-3~3<-5311 SEA 1.!)~"1~s: 81~2-8536 DRAWN Pasco: .~1 ~~"2401 ~"ff*:8r.3~.~~ <..::2478 SEA ~. /'-?'. DATE .' ~~-- 10-22-03 BY :~COTT [, ANDRr:A~tN LA 0001658 FILE . FLORIDA REGISTERED LANDSCAPE ARCHITECT PLP SHEET 2 OF 2 SHEETS LAKE CHAUTAUGUA PREPARED ROTTLUND HOMES FOR: DESCRIPTION REVISIONS l!l ~ o ~ l!l Z ~ <! 0:: o /' o o o t\l o <! tl o I- :J <! /' UJ 0. 0. <! Z ~ /' o <! ~ o tl UJ tl o UJ Ul <! ~ I- o w I L <l: \0 <::t \0 [I] o I t\l t\l I o ~ LEGAL DESCRIPTION LEGAL DESCRIPllON (L1) LOTS 1 TO 8, INQ.USlVE. BLOCK 42, UNIT 1, SECllON -A-, aiAUTAUQUA ON lHE LAKE. ACCORDING TO lHE MAP OR PLAT lHEREOf AS RECORDED IN PLAT BOOK SI, PAGE 52, Of lHE PUBLIC RECORDS Of PINEllAS COUNlY. flORIDA. ALSO LOTS 1 TO 26. INQ.USlVE. BLOCK 40. UNIT 1. SEC110N .A-. CHAUTAUQUA ON lHE LAKE AFORESAID. ALSO LOTS 1 TO 8. INQ.USlVE. BLOCK 41. UNIT 1. SECllON .A-. aiAUTAUQUA ON lHE LAKE AFORESAID. ALSO VACATED PORllON OF FIRST AVENUE NORlH BElVt'EEN THE WEST BOUNDARY Of LAKESHORE DRIVE AND lHE EAST BOUNDARY Of FIRST STREET EAST BENEEN BLOCK 41 AND 42 Of aiAUTAUQUA ON lHE LAKE AFORESAID. ALSO VACATED PORllON OF FIRST SlREET EAST ~ lHE NORlH BOUNDARY Of aiAUTAUQUA BOULEVARD AND lHE SOUlH BOUNDARY OF FIRST AVENUE NORlli BElVt'EEN BLOCK 40 AND 41 Of aiAUTAUQUA ON lHE LAKE AFORESAID. AND, BEGIN AT lHE NORlHEAST CORNER Of LOT 8. BLOCK ....2, UNIT NO.1, SECllON -A-, aiAUTAUQUA ON THE LAKE, ACCORDING TO lliE MAP OR PLAT lliEREOf AS RECORDED IN PLAT SI. PAGE 52 OF lliE PUBUC RECORDS Of PlNELLAS COUNlY, FLORDA, FOR A POINT Of BEGINNING: 1HEN RUN I" A SOU1HERLY DlRECllON ALONG 1HE ESlERN RIGHT-Of-WAY Of LAKE SHORE DRIVE TO A POINT WHERE SAID ESTERN RIGHT-Of-WAY UNE INlERSECTS ~lli lliE CENlER UNE Of aiAUTAUQUA BOULEVARD; 1HEN RUN IN AN EASlERL Y DIRECllON ALONG A UHE lliA T IS AN EASTERLY EXTENSION OF TH::: CENTER UNE Of SAID aiAUTAUQUA BOULEVARD FOR A DISTANCE OF 380 FEET: 1HEN RUN IN ,\ NOR1HERLY D1RECllON ALONG A UNE lHAT IS PARALLEl TO AND 380 FEET FROM 1HE WESTERN RIGHT-Of-WAY UNE Of LAKE SHORE DRIVE TO A POItn 1HAT INTERSE~ Willi lliE EASTERLY EXTENSION Of lliE NOR1H BOUNDARY Of SAID LOT 8 IN BLOCK A)..: 1HEN RUN IN A ESTERLY D1RECllON ALONG SAID EASTERLY EXTENSION Of 1HE NORlli BOUNDAfc.. ~. SAID LOT 8 IN BLOCK ....2 FOR A DISTANCE OF 380 FEET TO lliE POINT Of BEGINNING; WHICH SAID a)l:SCR'~nOt' INQ.UDF.S lHAT PORllON Of VACATED LAKE SHORE DRIVE WHlai UES ~ lliE EASTERLY EX1'ENSlON Of '!HE NORlH BOUNDARY Of SAID LOT 8 IN BLOCK 42 AND lHE EASTERLY EXTENSION Of lHt:: Ci:K~"J~'E at' SAID CHAUTAUQUA BOULEVARD. AS VACATED BY RESOLU11ON RECORDED IN O.R. BOOK ,11m', ~ 187. PUBLIC RECORD5. ALONG Willi, LOTS 1 1HROUGH 13. INQ.USlVEL Y, BLOCK 43, TOGElHER WIlli 1HE NOt< JH 1 /' :.1\10 1HE SOUlli 1/2 Of VACATED FIRST AVENUE NORlH WHlai UES ADJACENT TO LOTS 1 lHROU~ ~~. INQ.USlVELY. BLOCK 43. UNIT 1. SECllON -A-. CHAUTAUQUA ON lliE LA"T AFORESAID. AND lliE VACATED PORllON OF lliE NORlli 1/2 OF aiAUTAUQUA BOULEVARD, LYING B~.. toWN STREET AND 1HE WEST RIGHT-Of-WAY UNE f1i WEST LAKE SHORE DRIVE OF aiAUTAIlQUA UN "'HE LAKE AFORESAID. NOTE: A PORllON Of lHE ABOVE LAND LYING Willi UNIT 1, SEC110N -A-. CHAUTAUQUA ON THE lAKE HAS BEEN VACATED BY RESOLUllON NO. 82-65. RECORDED FEBRUARY 19. 1982 IN O.R. BOOK 53D9, PAGE 1173. PUBLIC RECORD5. LEGAL DESCRlPllON (L2) A PORllON Of lHE NORlH 1/2 OF lHE SOUTHWEST 1/4 OF SECllON 32, TO~SHIP 28 SOU1H, RANGE 16 EAST, PINELLAS COUNlY, FLORIDA. BEING MORE PARllCULARL Y DESCRIBED AS FOU.OWS: FROM lliE NORlliWEST CORNER Of SAID SOU1HEST 1/..... RUN 5.89"35'34-E., 666.07 FEET ALONG lHE NORlH UNE Of SAID SOUTHEST 1/.... TO 1HE CENTERUNE OF MAIN STREET: THENCE RUN 5.00'OO'04"E., 8.12 FEET ALONG 1HE CENTERUNE OF MAIN STREET TO THE POINT Of INTERSECllON Of 1HE CENTERUNES OF MAIN STREET AND aiAUTAUQUA BOULEVARD: lliENCE RUN S.89.35'34"E.. 30.00 FEET PARALLEL TO AND 6.12 FEET SOU1H Of 1HE NORTH UNE OF SAID SOUTHWEST 1/4 FOR A POINT OF BEGINNING; lHENCE RUN 5.89"35'34-E., PARALLEL TO AND 6.12 FEET SOUlH OF lHE NORlli UNE OF SAID SOUlliWEST 1/..... 990 FEET, MORE OR LESS. TO lHE WATER Of LAKE CHAUTAUQUA FOR POINT -A-: 1HENCE RETURN TO THE POINT Of BEGINNING; lHENCE RUN 5.00'OO'04"E.. 499.60 FEET ALONG 1HE EAST RIGHT-Of-WAY UNE Of MAIN STREET: lliENCE RUN 5.89' 37'42-E., 140.00 FEET ALONG 1HE NORlli RIGHT-Of-WAY Of SECOND AVENUE SOUlli TO 1HE SOUlliWEST CORNER OF LOT..... BlOCK 38, UNIT NO.1 - SECllON A CHAUTAUQUA -ON lHE LAKE"', AS RECORDED IN PLAT BOOK 9, PAGE 52, PUBUC RECORDS Of PlNELLAS COUNlY. FLORIDA; THENCE RUN N.OO'OO'Q4-W.. 102.38 FEET TO 11iE NORlli~ CORNER OF SAID LOT 4: lHENCE RUN 5.8Ir37"10-E.. 45.00 FEET TO lHE NORlliEAST CORNER OF SAID LOT 4: lHENCE RUN 5.00'00' 04-E.. 132.31 FEET ALONG lliE EAST UNE OF SAID LOT .... AND lliE SOUTHERLY EXTENSION lliEREOf TO 1HE CENTERUNE OF SECOND AVENUE SCUlH; lHENCE RUN 5.89"37'....2. E.. 688.9 FEET. MORE OR LESS. TO 1HE WATERS Of LAKE aiAUTAUQUA; lHENCE MEANDER 1HE WEST SHORE Of LAKE CHAUTAUQUA IN A NORlHERLY DIRECllON 541 FEET. MORE OR LESS, TO AFORESAID PONT -A-: lHENCE RUN N.8SI"35'34"W., PARAL.La. TO AND 8.12 FEET SOUlH Of lHE NORlH UNE or SAID SOUlliWEST 1/4. 990 FEET. MORE OR LEss. TO lliE POINT OF BEGINNING. AND LOT ..... BLOCK 38. UNIT NO.1 - SECllON A CHAUTAUQUA -ON lHE LAKE.. AS RECORDED IN PLAT BOOK 9, PAGE 52, PUBUC RECORDS OF PlNEllAS COUNlY. flORIDA. A fJ r: ,_I ~ 211 U it r -'(I c- CLEARWATER, FLORIDA CONSTRUCTION PLANS SECTION 32, TOWNSHIP 28 S, RANGE 16 E PINELLAS COUNTY, FLORIDA filE COPl a () x l1J ~ PROJECT LOCATION ~1 ~ lAY ...... It.. a \ I OLD TAMPA SA . y - !! ; It.. lID I -.J I I ~ ~ ! WARNING CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL" 1-800-432-4770 48 HOURS PRIOR TO ANY CLEARING OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS ROTTLUND HOMES OF FLORIDA, INC. 2637 McCORMICK DRIVE CLEARW A TER, FLORIDA 33759 PHONE: (727) 669-2449 FAX: (727) 793-0749 FILE COpy Gulf Coast Consulting, Inc. Land Development Consulting 13630 58th Street N", Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 r-.~ \ ( ;/:- SHEET 1 2 3 3ft. 4- 4,L\ 1:' ...) 6 7 8 9 10 1 1 . I '12 13 14 ... ,... 10 16 17 SITE PLAN APPROVED CASE I; f~Zra:l; I~OSY CASE TYPE } -000 " ORe DATE 1-1..It- 01( COB DATE - SIGNATURE r\tAW DATE IF ., )- D{ VICINITY MAP N ./ Q~,.<' 0,tC' 4f~--b 7Co PROJECT LOCATION IJ jJ 0<' .A6 '~." . ". d. Q · ~ DRAWING INDEX TITLE COVER SHEET NOTES AND SPECIFICATIONS PLAN STORMWA TER POLLUTION PREVENTION PLAN SEDIMENT & EROSION CONTROL PLAN EXISTING CONDITIONS & DEMOLITION PLAN MASTER DRAINAGE PLAN PRELIMINARY PLAT FilE COpy HORIZONTAL CONTROL / LOT DIMENSION PLAN BUILDING LAYOUT PLAN PAVING, GRADING & DRAINAGE PLAN PAVING, GRADING & DRAINAGE PLAN WATER & SEWER PLAN WATER & SEWER PLAN PAVING, GRADING & DRAINAGE DETAILS PAVING, GRADING & DRAINAGE DETAILS PAVING, GRADING & DRAINAGE DETAILS PAVING, GRADING & DRAINAGE DETAILS SANITARY SEWER DETAILS WATER DISTRIBUTION DETAILS ORIGINAL EIlE 03-001 DATE: 12-26-03 lL GENERAL CONSTRUCTION NOTES ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM. LOCATIONS, ELEVATIONS, AND DIMENSIONS Of EXISTING UTIUTIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTIUTIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. lliE CONTRACTOR. SHm .CHEC.KTHE PLANS fORCONFl-!CTS.ANO O!SCR,EPANCIES. ." PRIOR TO' CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER S ENGINEER OF ANY'CONI~[jefS OR'oISCREPANaES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. THE CONTRACTOR SHALL EXERaSE EXTREME CAUTION IN AREAS OF BURIED UTIUTIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTIUTY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTIUTIES, IN ADVANCE OF CONSTRUCTION, BY CAWNG -SUNSHINE- AT 1-800-432-4770. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTIUTIES NOT INCLUDED IN THE -SUNSHINE- PROGRAM. lliE CONTRACTOR IS RESPONSIBLE fOR REPAIRING ANY DAMAGE TO EXISTING f AaUTIEs, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. ALL UNDERGROUND UTIUTIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND SURF ACE CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSlBIUTY TO BECOME fAMIUAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENaES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUC11ON. 8. ALL SPEaFlCA TIONS AND DOCUMENTS REFERRED TO SHALL BE OF LA TEST REVISIONS AND/OR LATEST EDIT1ON. 9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 10. THE CONTRACTOR SHALL SUBMIT.fOR APPR.OYAJ" TO.ntE..O~.~'$~Q1NgR. ~OP..... DRAwiiiiGS'o"rALL PRECAST AND MANUFAGWREQ .I~$. wt:I'CI-t.AR~.rnQt.4 )1:115 .S1Jt.. fAilURE .to OBtAiN APPROVAL BEFORE iiilsTALi.A 11 ON MA Y RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE, ALL SHOP DRAWINGS ARE TO BE REVlEYtt:D AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER. 1. 2. 3. 4. 5. 6. 7. 11. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL N011FY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STAR11NG DATE, PRO.f:CTED SCHEDULE, AND OTHER INFORMA 11 ON AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE, 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTIUTY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS AC11VlTIES, WHERE NECESSARY, WIlli OTHER CONTRACTORS AND U11UTY COMPANIES. 13. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6- LAVERS UP TO A LEVEL Of AT LEAST ONE fOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 98" MAXIMUM DENSITY AS DETERMINED BY AASHTO T-100. 14. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.S,I, IN 28 DAYS, UNLESS OTHERWISE NOTED, 15. REINfORaNG SHALL BE BILLET STEEL BARS CONfORMING TO ASlM A615 GRADE OR BETTER, 16. ALL PRIVATE AND PUBUC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDIT1ON EQUAL TO OR BETTER THAN EXlS11NG CONDIl1ONS UNLESS SPEOFlCALL Y EXEMPTED BY THE PLANS. ADDl110NAL COSTS ARE INODENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLO~D. 17, ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WC~:<: REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, UNTIL THE SYSTEM IS ACCEPTED , I)R MAINTENANCE, BY THE REGULATORY AGENCY AND/OR OWNER. 18. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTIU11ES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMA TE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE UNES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE UNES IS BY AN ON-SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO (2) WORKING DAYS BEFORE ENTERI/I:(~ A CONSTRUCl1ON AREA. 19. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO F!NAL ENGINEERING INSPEC110N AND CER11FlCATION. IT SHALL BE lHE COh ,'RACT0t<S RESPONSlBIUTY TO HAVE PROPERTY CORNERS, WHICH HAVE BEEN LOST DURING CONSTRUCTION, RE-ESTABUSHED BY A PROFESSIONAL LAND SURVEYOR. 20, THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPAC110N TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CER11FY TO THE ENGINEER Of RECORD, IN WRIl1NG, THAT ALL TESTING REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT Of TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SA11SFlED, 21. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL APPUCABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING REQUIREMENTS ESTABUSHED BY ALL REGULATORY AGENCIES. UPON COMPETION OF THE WORK, THE SOILS ENGINEER IS TO SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER, STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 22. THE CONTRACTOR IS TO REVIEW THE SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PRO.f:CT AND COt.tMENaNG CONSTRUCTION. 23. THE IRRlGA110N SYSTEM (IF APPUCABLE) SHALL HAVE COLOR CODED PIPING AND LABEUNG ON THE PIPE TO INSURE DIFFERENTIA110N FROM POTABLE WATER PIPING. 24. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUC11ON SITE. 25. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCl1ON SITE SAFETY. 26. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 27. DURING THE EXCAVATION OF THE STORMWATER PONDS, THE CONTRACTOR MUST CONSTRUCT A SEDIMENT BASIN TO PROVIDE A DISCHARGE POINT FOR DEWATERING. THE SEDIMENT BASIN CAN BE A CELL IN THE PROPOSED EXCAVATION AREA OF A POND OR IT CAN BE A BERMED AREA ABOVE GROUND. 28. ALL DEWATERING MUST BE HELD IN THE SEDIMENT AREA UN11L THE WATER IS CLEAN SUCH THAT THERE WOULD BE NO TURBID DISCHARGE. 29. AfTER THE WATER IN THE SEDIMENT BASIN IS CLEAN, THE WATER MAY BE RELEASED INTO THE ON-SITE ~1LANDS PROVIDED THERE IS NO ADVERSE IMPACT TO THE EXIS11NG WATER QUAUTY. 30. UNDER NO aRCUMSTANCES WILL THE DISCHARGE FROM THE DEWATERING BE DIRECTl... Y INTO ON-SITE WETLANDS. 31. DURING EXCAVATION THE CONTRACTOR SHALL NOT PENETRATE THE EXISTING CLAY LAVER. IF THE CONTRACTOR ENCOUNTER THE CLAY LAVER, HE/SHE IS TO PLACE A MINIMUM OF 2-fEET Of SANDY MATERIAL OVER THE CLAY LAYER AND TERMINATE THE DEPTH OF EXCAVA11ON. 32. IF THE CONTRACTOR ENCOUNTERS SILTY/CLAYEY SANDS, WHICH CAUSE THE WATER TO BECOME TURBID, HE/SHE SHALL TREAT THE SEDIMENT BASIN WITH A CHEMICAL ADDITIVE SUCH AS ALLUM IN ORDER TO PROMOTE COAGULA11ON OF THE PAR11CLES THE DEPTH OF EXCAVA11ON. 33. THE CONTRACTOR SHALL SEQUENCE THE EXCA VA TION OF THE STORMWA TER PONDS SUCH lliAT A SEDIMENT BASIN WILL BE AVAILABLE AT ALL 11MES. THE SEDIMENT BASIN CAN BE RELOCATED AS NECESSARY SUB..ECT TO THE WATER WITHIN THE SEDIMENT BASIN BEING NON-TURBID AND ACCEPTABLE FOR DISCHARGE OFF-SITE. DESIGNED PREPARED FOR: SPC Gulf Coast Consulting, Inc. Land Development Consulting (To be used If Maximum Del'slty separation between SHWT & bottom of Optimum ~olsture (Standard) base Is <1.5') Compressive Portland Cement 300 PSI at 7 Days One Set of 3 Per Soil Strength Specimens Assoc. Specifications T)'pe Daily.. Test Cores Portland Cement 450 PSI at 21 Days One Set of 3 Per Soil Assoc. Specifications Set of Compressive .. CLEARING AND EROSION CONTROL NOTES PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULA TORY AGENCYS TREE ORDINANCE IT SHALL BE THE CONTRACTOR'S RESPONSlBIUTY TO MAINTAIN THESE TREES IN GOOD CODIl1ON. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE APPROPRIATE REGULATORY AGENCIES. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TES11NG REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TES11NG COMPANY. QUES110NS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUC11ON. DISTURBED AREAS WILL BE SEEDED AND MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. THE TOP 4- TO 6- Of GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED fOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPUCABLE REGULA11ONS. ONLY -GRADING BY HAND- IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY ALL UTIUTY COMPANIES TO DISCONNECT, RELOCATE OR REMOVE THEIR f AClUTIES PRIOR TO REMOVING OR DEMOUSHING ANY EXIS11NG STRUCTURES FROM THE SITE. Tl:!E I.QCAllON Of ,Au.,E)('Sl1~v..YT!UTlE$.HSHOWN.QN Jt:1.E~~SHM!'E.. BEEN.. .. DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENiENCE' or THE CONTRACTOR. '1"HE'EN~n\IEER'ASSUMES NO RE"SPON'SI9IU'TY . fOR ACCURACY. 'PRiORTbTHE-START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSlBIUTY TO NOTIFY THE VARIOUS Ul1UTIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCA l10NS OF THESE UTIUTIES WIlli lliE OWNER OF lliE UTIUTY. lliE CONTRACTOR SHALL EXEROSE CAUTION WHEN CROSSING ANY UNDERGROUND U11UTY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE U11UTY COMPANY. ALL UTILIl1ES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTIUTY COMPANIES, AND THE CONTRACTOR SHALL COOPERATE WITH THE UTIUTY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE VARIOUS UTIUTIES SHALL BE INaDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE CONTRACTOR WILL BE RESPONSIBLE fOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FAaU11ES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CAWNG THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOlITION. 10. DURING CONSTRUC11ON, ALL STORM SEWER INLETS IN THE VICINITY OF THE PRO.f:CT SHALL BE PROTECTED BY SEDltJENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, 1. 14. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULA TORY AGENCY AND THE FLORIDA DEPARlMENT OF TRANSPORTATION STANDARD SPEaFlCA110NS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 15. UNDERCUTTING AND/OR OVEREXCAVA11NG THE RETENTION/DETENTION AREAS WILL NOT BE ALLO~D. 16. Tl:!E..C~TR~CTQft ~1:lAU.~ROVlDf,:..CEBl'IFl~.REC9~D. ORA.W1!o1QS.$IQNEP .AtoIO.,.. . . SEALED .BY. A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL MEET THEREOUIREMENTS ESfABuSHto av AlLREooLAfORY AGENaES FOR THE PURPOSE OF CERTIFYING THE STORt.tWA TER MANAGEMENT SYSTEM. THE CONTRACTOR SHALL SUBMIT TEN COPIES OF THE CONSTRUCTION PLANS WITH COMPLETE RECORD DRAWING INfORMATION TO THE OWNER'S ENGINEER FOR THE PURPOSE OF CERTIFYING lliE STORMWA TER MANAGEMENT SYSTEM. Utility Maximum Denuity Trench Backfill Optimum Moisture Under Roadways Field Denslt'f and Structures . ITEM TEST TYPE Embankment Maximum Density Optimum M,)lsture Field Density 2. 3. 4. PAVING, GRADING & DRAINAGE TESTING AND INSPEC110N REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL THE CONTRACTOR IS TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE AN INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PRO.ECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL APPUCABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE OF ALL REGULATORY AGENCIES. UPON COMPLETION OF lliE WORK, THE SOILS ENGINEER MUST SUBMIT CER11FlCA TIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. Bearing Vall. es Backfill of Structures Maximum Density Optimum Mol:sture Field Denslt'l 5. 6. 7. Subgrade 8. Maximum D,tnsity Optimum Moisture Field Densit., & Thickness WATER/SEWER CLEARANCE REQUIREMENTS PARALLEL INSTALLATION 1. POTABLE WATER, WASTEWATER GRAVlTY/FORCE, OR RECLAIMED WATER UNES SHALL NOT BE PLACED IN THE SAME TRENCH. A MINIMUM OF HORIZONTAL DISTANCE OF 10 FEET SHALL BE MAINTAINED BETWEEN POTABLE WATER AND ANY TYPE OF WASTEWATER UNE WHENEVER POSSIBLE. THE DISTANCE SHALL BE MEASURED OUTSIDE EDGE TO OUTSIDE EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A TEN-fOOT SEPARA11ON, THE WATER MAIN MUST BE LAID IN A SEP ARA TE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE WASTEWATER UNE AND AT AN ELEVATION SO THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE WASTEWATER UNE. 2. IF IT IS IMPOSSIBLE TO MAINTAIN PROPOER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED ABOVE, THE WATER SHALL BE CONSTRUCTED OF D.I.P. AND THE WASTEWATER UNE SHALL BE C900 P.V.c. AND PRESSURE TESTED TO 150 P.S.I. TO INSURE WATER 11GHTNESS BEFORE BACKFILUNG.. THE PIPELINE JOINTS SHALL BE STAGGERED SO THAT THE WATER MAIN JOINTS SHALL BE AS fAR APART AS POSSIBLE FROM THE JOINTS ON THE WASTEWATER UNE. 3. A MINIMUM HORIZONTAL SEPARA110N Of 5 FEET CENTER OT CENTER OF 3 FEET UTSlDE EDGE TO OUTSIDE EDGE SHALL BE MAINTAINED BETWEEN RECLAIMED WATER MAINS AND POTABLE WATER OR WASTEWATER GRAVITY OR FORCE MAINS. CROSSINGS Base Bearing Values 9. Maximum D"nslty Optimum MI)lsture Thickness Field Denslt'l Gradation Atterberg Limits Soil Cement Base Mix Design 11. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUC11ON AND MAINTAINED UN11L CONSTRUCTION IS COMPLETE. 12. WHEN CONSTRUC110N IS COMPLETED, THE RETENTION/DETEN11ON AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE WITH ALL REGULATORY AGENOES. 13. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTA11ON BARRIER (HAY BALES OR SlLTA110N CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WA TERWA YS, AND EXISl1NG WETLANDS. IN ADDIl1ON, THE CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON THE GROUND IN AREAS WHERE CONSTRUC11ON RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE LOCAL AUTHORI11ES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE LOCAL AUTHORIT1ES. 1 WASTEWATER MAINS SHALL CROSS UNDER RECLAIMED WATER MAINS AND WASTEWATER AND RECAUMED MAINS SHALL CROSS UNDER POTABLE WATER MAINS, WHENEVER POSSIBLE. THE MINIMUM VERTICAL DISTANCE BE1Va:N MAINS AT A CROSSING IS 18 INCHES. lHE CROSSING SHALL BE ARRANGED SO THAT THE WASTEWATER/RECLAlMED MAIN JOINTS WILL BE EQUIDISTANT AND AS fAR AS POSSIBLE FROM THE WATER MAIN JOINTS. 2. WHERE WASTEWATER OR RECLAIMED MAINS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, THE RECLAIMED AND POTABLE WATER MAIN MUST BE CONSTRUCTED OF DUCTILE IRON PIPE AT THE CROSSING. AWASTEWATER GRAVITY OR FORCE MAIN SHALL BE CONSTRUCTED WITH C900 P.V.C. AT THE CROSSING. ALTERNATIVELY, ONE OF lliE CROSSING MAINS SHALL BE ENCLOSED WITHIN A 20 FOOT LONG STEEL OR P. V.C. CASING CENTERED ON THE CROSSING. 3. WHERE A WATER MAIN MUST CROSS UNDER A WASTEWATER GRAVITY MAIN, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE GRAVITY MAIN TO MAINTAIN UNE AND GRADE. Field Densit'l & Thickness TESTING SCHEDULE GUIDE TEST 1.0. AASHTO 1180 ASTU 01557 AASHTO 1191, T204 T238 ASTU 01556, D2937 D2922 REQUIREMENT N/A FREQUENCY Per Soli T)fpe One Per 2.500 S.F. Horizontally · ; Alternating Lifts (12 Inches) 95" of Maximum Density AASHTO 1180 ASTU 01557 AASHTO T191, T204 T238 ASTU 01556, 02937 02922 N/A Per Soli T)fpe One Per 2,500 S.F. Horlzontallr * : Every 2 Vertically 02922 At least one for each pipe run 95% of Maximum Density AASHTO T180 ASTU D1557 AASHTO T191, T204 T238 ASnA 01556, 02937 02922 N/A Per Soil T)fpe Every 2' Vertically 95" of Maximum Density LBR - FLA. D.O. T. LBR - 40 MIN. One Per Soli T)'pe Check Point LBR at 500 LF. Horizontally One Per Soil T)fpe AASHTO T180 ASTU D1557 AASHTO T191, T238 ASTU 01556, D2922 N/A 98" of Maximum Density LBR - FLA. D.O. T. LBR - 100 MIN.(l) One Per Source or as Mtl. Changes LBR - 150 MIN.(2) Check Point LBR at 500 LF. Horiz. AASHTO 1180 ASTU D1557 AASHTO 1191, T238 ASnA 01556, 02922 AASHTO T27, T98 AASHTO T90 ASTU C136,D423,D424 N/A One Per Source 98" of Maximum Density Per Specifications One Per Source (1 )UMEROCK, (2)CRUSHED CONCRETE Portland Cement Per Specifications One Per Soil T)fpe Assoc. Specifications AASHTO T134 N/A One Per Soli T)fpe Daily AASHTO T191, T238 95" of Maximum ASTU 01556, D2922 Density Asphaltic ConeretMaterlals Quality AASHTO T164 Bitumen Co "I tent, ASnA 02172 Gradation Field Den sit y ASTt.t 02950-81 NOTES: · The Contractor shall not pave over soli cement base until a 30 day curing time has elapsed .. Maximum strength ll:nlts, as established by soils testing company, shall not be exceeded ... Shou'd any of the Information provided herein conflict with either the recommendations of the Geotechnical Engineer, and/or the Geotechnical Report, then the aforementioned recommendations wnl supercede this -TES11NG SCHEDULE GUIDE- 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING UNES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCA l10N AND ELEVATION OF EXlS11NG CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. ~. PVC PIPE AND FITTINGS FOR GRAVITY SYSTEMS SHALL CONFORM TO ASlM SPECIFICATIONS DESIGNATION D3034. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION 02321. ALL SANITARY SEWER PIPEUNES SHALL BE SOLID GREEN IN COLOR. 6, ALL PVC FORCE MAINS SHALL CONFOR'" TO ASTM D2241 , DR 21, COLOR GREEN, WIlli ELECTRONIC LOCA TOR TAPE A MINIMUM OF 2- WIDE, PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRIN11NG ON THE MAGNEllC TAPE SHOULD READ -CAUTION FORCE MAIN BURIED- ON GREEN BACKGROUND. 7. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED fOR HS20-44 AS DEFINED IN lliE AASHTO SPECIFICATIONS. 8. ~'BfA~T~~~~~~~~Dct:~~~O~~~p.~~~ro~%1iA~r~ ;rIL.. ......,... THE ~tOOIREMENiSESrABOSHEln~Y"ALC.R(OOCAtORY AGENCIES FOR THE ~~~ OF CERTIFYING THE SANITARY S~ COLLECTION SYSTEM. THE CONTRACTOR SHALL SUBMIT TEN COPIES OF THE CONSTRUCTION PLANS WITH COMPLETE RECORD DRAWING INfORMATION TO lliE OWNER'S ENGINEER FOR THE PURPOSE OF CERTIFYING THE SANITARY SEWER COLLECTION SYSTEM. Los Angeles Abrasion Th Ickness 14. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABIUZE THE AFFECTED AREA USING SPRINKUNG, IRRIGATION, OR OTHER ACCEPTABLE METHODS. 15. THERE IS TO BE NO DISCHARGE (i.e. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING LAKE SYSTEM, WE1t.AND, OR RIVER, WITHOUT THE USE OF SE1iuNG PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING LAKE SYSTEM OR RIVER, A SETTUNG POND PLAN MUST BE SUBMITTED AND APPROVED BY ALL REGULA TORY AGENCIES PRIOR TO CONSTRUC11ON. 2. WATER SYSTEM NOTES ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUS11NG THE WATER UNES AS NECESSARY. ALL DUCTILE IRON PIPE SHALL BE MINIMUM CLASS 50 IN CONFORMANCE WITH ANSI A21.51 AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 AND SHALL BE CEMENT MORTAR UNED WITH AN ASPHAL11C SEAL COAT CONFORMING TO ANSI/AWWA C104/A21.4. ~t::"< 3. 16. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLA\\fUL TO REMOVE VEGET A l10N BY GRUBBING OR TO REPLACE SOIL DEPOSITS, DEBRIS, SOLVENTS. CONSTRUCTION MA TERILA, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPUNE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE COUNTY. .: 17. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INS11TUTE (ANSI) A-300 PRUNING STANDARDS. ALL FITTINGS SHALL BE DUCTILE IRON IN ACCORDANCE WITH ANSI/AWWA A21.10/ C110 WITH A PRESSURE RATING OF 250 PSI. JOINTS SHALL BE MECHANaAL JOINTS IN ACCORDANCE WITH ANSI STANDARD A21.11. FlTTlNGS SHALL BE CEMENT MORTAR UNED AND COATED AS SPECIFlED FOR DUCTILE IRON PIPE. THE CONTRACTOR IS TO INSTALL CURB STOPS AT THE END OF WATER SERVICE LATERALS AND IDENTIFIERS AS REQUIRED BY HILLSBOROUGH COUNTY. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DEl AILS. ALL PVC WATER MAINS 4- THROUGH 12- SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF DR 18 WATER MAIN PIPE LESS THAN 4- SHALL BE PER ASTM 02241-89. ALL FITTINGS 2- AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT ~LDED SlEEVE TYPE JOINTS. 10. ALL GATE VALVES 2- OR LARGER SHALL BE RESlUENT SEAT OR RESlUENT WEDGE MEETING THE REQUIREMENTS OF AWWA C500/C509. 18. THE CONTRACTOR SHALL MINIMIZE SOIL EROSION, PROPOSED LAND AL TERA TION ACTIVITIES SHALL NOT UNNECCESSARILY REMOVE EXISTING VEGETATION AND ALTE EXISTING TOPOGRAPHY. ADEQUATE PROTECTION MEASURES (I.E., HAY BALES, BAFfLES, SODDING AND SANDBAGGING) SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTREAM SEDIMENTATION CAUSED BY SURFACE WATER RUN-OFF ON EXPOSED LAND SURFACES. f. 7. 8. 19. THE CONTRACTOR SHALL ADEQUATELY STABIUZE (I.E., SODDING, PLUGGING, SPRIGGING OR SEEDING) AREAS SUB..ECT TO EROSION WITH VEGETATIVE MATERIAL THAT WILL. WITHIN A REASONABLE TIME FRAME, DETER SOIL DISTURBANCE. SOD SHALL BE REQUIRED WHERE EROSION PRONE SOILS OR WHERE SLOPES ARE GREATER THAN 5: 1. 9, PAVING, GRADING AND DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCE MATERIAL. (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY lHE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WllH APPROVED MATERIALS AND COMPACTED AS REQUIRED BY THE OWNER'S SOIL TESTING COMPANY AND ALL REGULA TORY AGENCIES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRAaNG, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 3. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. THE CONTRACTOR IS TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVA110N CHANGES. 4. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL 5. THE CONTRACTOR IS TO PROVIDE A 1/2- BITUMINOUS EXPANSION JOINT MATERIAL WITH SEAlER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 6. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT lliERMOPLASTIC, AND SHALL CONFORM TO FOOT STANDARD INDEX NO. 17346. PARKING STALL STRIPING TO BE 4- WIDE PAINTED WHITE STRIPES. 7. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BEU IS LESS THAN TWELVE (12) INCHES. SEE -EXTRA BASE fOR CROSS CULVERTS UNDER fLEXIBLE PAVEMENT DETAIL- 8. STANDARD INDEXES REFER TO THE LATEST EDIllON OF FDOT -ROADWAY AND TRAFFIC DESIGN STANDARDS-. 9. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASlM C-76) UNLESS OTHERWISE NOTED ON PLANS. 10. PVC STORM PIPE, 12- AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 11. PIPE LENGlHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES. PIPE LENGTH FOR MITERED END AND FLARED END SECTIONS ARE TO END OF PIPE. 12. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAfFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 13. THE CONTRACTOR IS TO SOD THE RETEN11ON/DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. Per Specifications One Per Day 95" of Lab Density AASHTO T96-n ASTt.t C131-81 N/A Per Specifications One Per Source Per Specifications 1. SANITARY SEY.E:R TES11NG AND INSPECTION REQUIREMENTS ~. ~~s'VI~GtSEMR.PIt='ING.,SHAl.L..BE. s.uB,J.E;GT, JQ,A. .'VISIJ..AI..INSPECJJottBY. RtE . ..'(tIN... ....p ..1II~,.qpNTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANcE . TO SCHEDULE INSPECTION. l1:1E. CONJRACT~. .SHAW., PERfORMJE$.I.ONAU. GRAVITY. ~~R,S.I~ ACCOROANCE W1.TIi..IJ:I~.B~~~rORY AGENaES INSPECTOR HAVING JU.RISDlCTION. SAID TESTS' . . ARE TO BE CERtlAEtf"iWiHt-'E'NGiNEER'(jf'-RECORDANif'suSMiftEtf'TO'THE REGULATORY AGENCY FOR APPROVAL COORDINAllON AND NOTIFlCA11ON OF ALL PAR11ES IS lHE CONTRACTOR'S RESPONSlBlUTY. AlJ,FP8~. M,Al~S SHALL BE SUB..ECT TO A HYDROSTATIC PRESSURE TEST IN A~~QAN~ .W!1H d tH~. REGuLATORynAGENC'fHAVlNO;JJRISOictl6N:'sAioltsiS ARE TO BE CERllAm'By''tH('ENGlNEER'''6F'RECORtfAND 'SUBMliitifto'THE REGULATORY AGENCY FOR APPROVAL COORDlNA11ON AND N011FlCATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSlBlUTY. ALL SANITARY ~ WILL BE VIDEOTAPED. SAfETY NOTES 1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PRO.f:CT, ALL SAFETY REGULA l10NS ARE TO BE ENFORCED BY lHE CONTRACTOR. THE CONTRACTOR OR HIS REPRESENTA11VE SHALL BE RESPONSIBlE f~ THE CONTROL AND SAFETY OF THE TRA VEUNG PUBUC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULA110NS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDIl10N OF THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRAC11CES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTIUTY OPERATIONS: SHALL BE FOLLOWED IN THE DESIGN APPUCATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAfFIC CONTROL DEVICEs, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBUC AND WORKMEN FROM HAZARDS WITHIN lHE PROJECT UMITS. 3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNifORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARThtENT OF TRANSPORTATION fEDERAL HIGHWAY ADMINISTRATION. 4. LAB~ SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE fEDERAL REGISTER Of THE DEPARlMENT OF TRANSPORTATION. 5. IT SHALL BE THE SOLE RESPONSlBIUlY OF THE CONTRACTOR TO COt.tPL Y AND ENFORCE ALL APPUCABLE SAfETY REGULA11ONS. THE ABOVE INfORMATION HAS BEEN PROVIDED FOR lHE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULA l1ONS. 11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL U11UTY AND FIRE MARSHAL 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND SPECIFlCA TIONS FOR CONSTRUCTION, LA TEST REVISION THEREOF, AND SUPPLEt.tENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY. 13, TliE _CQNJ~^C,,(OR Stt.AU...PRO.vtOE .CER.1JflEP.~CQRt>.QRAWlN.GS,StGNE.I)AN..Q ..' ." SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL MEET THe:..RtQUIREMENys.tSTAEiiJSti'EO"BY'Ai:CREGULATORY AGENaES fOR THE PURPOSE OF CERTIFYING THE WATER DISlRtBUTION SYSTEM. THE CONTRACTOR SHALL SUBMIT TEN COPIES OF THE CONSTRUC11ON PLANS WITH COMPLETE RECORD DRAWING INFORMATION TO THE OWNER'S ENGINEER FOR THE PURPOSE OF CERTIFYING THE WATER DISTRIBUTION SYSTEM. WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 1. ALL COMPONENTS Of THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE REGULA TORY AGENaES. PRESSURE TESTS TO BE IN ACCORDANCE WIlli AWWA C6ao-87 AND ANY WATER DEPARTMENT SPEClFlCATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARThtENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR TO PERFORM CHLORINA 11 ON IN ACCORDANCE WllH THE APPUCABLE PROVISIONS OF AWWA C651-92 AND ALL REQUIREMENTS ESTABUSHED BY ANY REGULATORY AGENCIES. BACTERIOLOGICAL SAMPUNG BY lHE LOCAL UTIUTY PERSONNEL OR LOCAL HEALTH DEPARThtENT PERSONNEL WITH ANALYSIS BY A STATE UCENSED LABORATORY TO OBTAIN CLEARANCE OF THE DOMES11C WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. SANITARY SE~ NOTES 1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL GRAVITY SANITARY SEWER MAINS'" SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, ASlM D3034,SDR 35. 2. 3. 4-. 3. ALL SANITARY SEWER WORK SHALL CONfORM WITH LOCAL REGULATORY STANDARDS AND SPECIFlCA l1ONS. SHEET DESCRIPTION: THESE PLANS MAY NOT BE COPII:D OR MODIFIED WITHOUT WRITTEN PER" SSlON FROM GUlf COAST CONSULTING, INC, ROTTLUND HOMES OF FLORIDA, INe 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 DRAWN VT 13630 58th Street N" Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 CHRKID SPC QC RP LAKE CHAUTAUQUA SUBDIVISION NOTES & SPECIFICATIONS SEANP,CASHEN42505 NOT VAUD UNlESS SIGNED & EMBC SSED BY A REGISTERED ENGINEER GULF COAST CONSUL liNG. INC. CERllFlCAlE OF AUTHORIZATION No. 9n4 4 . No. 42505 JOBN<>. 03-001 2 f.B &l'G sm. DATE' 17 NO. APPil 12-10-03 BY or DATE RE\~SJONS ~ III ~ Si ! ~ i ~, ~ ~ <l ~ Z '" " ~ I ~ ~ ~ ~ ~ ~ ; >' DESI GNED SPC DRAWN VT CHECKED Q.C SPC RP ROTTLUND HOMES OF FLORIDA, INe 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 LAKE CHAUTAUQUA SUBDIVISION STORMWA TER POLLUTION PREVENTION PLAN SITE DESCRIPTION DESCRIPTION OF PURPOSE AND TYPES OF SOIL DISruRBING ACTIVITIES: THIS PHASE OF THE PROJECT WILL CONSIST OF A 46-LOT SINGLE FAMILY SUBDIVISION SOIL DISTURBING ACTIVITIES WILL INCLUDE: CLEARING AND GRUBBING; INSTALLING A STABILIZED CONSTRUCTION ENTRANCE, PERIMETER AND OTHER EROSION AND SEDIMENT CONTROLS THROUGHOUT THE SITE; GRADING; EXCAVATION FOR THE RETENTION POND, STORM SEWER, UTILITIES AND BUILDING FOUNDATIONS; CONSTRUCTION OF CURB AND PARKING LOT; PREPARATION FOR FINAL PLANTING AND SEEDING. SEQUENCE OF MAJOR EVENTS: 1. INSTALL STAKED SILT FENCE AS INDICATED ON THE CONSTRUCTION PLANS. 2. CLEAR AND GRUB FOR PONDS TO BE USED AS SEDIMENTATION BASINS. 3. EXCAVATE POND FOR SEDIMENT TRAPS FOR SITE RUNOFFS. 4. BEGIN BUILDING CONSTRUCTION. 5. CONSTRUCT DIVERSION SWALES AROUND PERIMETER OF SITE TO POND, AS NECESSARY. 6. INSTALL STORM SEWER SYSTEM AND ITS SILTATION PROTECTION, UTILITIES AND OUT FALL STRUCruRE. 7. EXCAVATE THE REMAINDER OF THE PONDS INCLUDING REMOVAL OF SILT DEPOSITS. 8. STABILIZE PARKING LOT. 9. CONSTRUCT CURB, BASE AND ASPHALT. 10. COMPLETE FINAL SITE GRADING. 11. INSTALL PERMANENT LANDSCAPING ON SITE. REPAIR ANY WASHED OUT AREAS. 12. WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE EROSION PROTECTION DEVICES AND AND PLACE SOD AS NECESSARY. NAME OF RECEIVING WATERS: THE SITE WILL DRAIN TO LAKE CHAUTAUQUA WHICH OUTFALLS TO CHANNEL B WHICH IS A TRIBUTARY OF AWGATOR CREEK. POLLUTION REDUCTION CONTROLS EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES WIND EROSION ST ABILlZA TlON - THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE GRADED OR ALTERED WITHIN A TWO (2) WEEK TIME FRAME. ALL PERVIOUS AREAS OF THE SITE INCLUDED IN GRADING THAT ARE DISruRBED DURING CONSTRUCTION SHALL BE GRADED AND PREPARED WITH A COMBINATION OF SOD AND/OR SEEDING AND MULCHING. PAD AREAS WITHIN FUTURE UNITS WHERE EARTHWORK IS COMPLETED SHALL BE COMPLETELY SEEDED AND MULCHED. AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGI11VE DUST SHALL BE MANAGED BY APPL VlNG A WATER SPRAY TO SATURATE THE SURFACE SOILS ON A DAILY BASIS (OR AS NEEDED) TO MAINTAIN MINIMAL DUST TRANSPORT. FUGI11VE DUST SHALL BE MONITORED CONTINUOUSLY AND ADDI1l0NAL MEASURES MAY NEED TO BE TAKEN TO CONTROL OFF SITE TRANSPORT OF UNACCEPTABLE LEVELS OF DUST. TEMPORARY STABILIZATION - TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS SHALL BE STABILIZED WITH TEMPORARY GRASS AND MULCH NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE A MIXTURE OF 20 PARTS OF BERMUDA AND 80 PARTS OF PENSACOLA BAHIA. THE SEPARATE TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE SOWING. SEED WHICH HAS BECOME WET SHALL NOT --it. USED. THE MULCH MATERIAL USED SHALL NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR HAY CONS;~TiNG OF OAT, RYE OR WHEAT STRAW, OR OF PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNCCTERIORATED MULCH WHICH CAN BE READILY CUT INTO THE SOIL. SHALL BE USED. AREAS OF THE SITE WHICH ARE TO BE ~,Q.VED WILL BE TEMPORARILY STABILIZED BY APPL VlNG STABILIZATION AND BASE. PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE ~ONSTRUCTlON ACTIVITY PERMANENTLY CEASES SHALL BE STABILIZED WITH SOD NO LATER THAN 14 DA~ AFTER LAST C{\~~STRUCTlON ACTIVITY. STRUCTURAL PRACTICES EROSION PROTECTION - DURING THE CONSTRUCTION PHASES, APPROPRIATE PRACTICES INCLUDING, BUT NOT LIMITED TO SILT FENCE BARRIERS, HAY BALES AND WATERING OR OTHER METHODS NECESSARY WILL BE IMPLEMENTED TO CONTROL FUGI11VE DUST. SEDIMENT BASINS - THE STORM WATER MANAGEMENT AREAS (RETENTION AREAS) WILL SERVE AS SEDIMENT BASINS DURING THE CONSTRUCTION PERIOD. AT THE CONTRACTOR'S DISCRETION, THE SEDIMENT BASINS WILL BE CONSTRUCTED TO THE DESIGN CROSS-SECTION OR A MINIMUM OF 2-FEET BELOW EXISTING GROUND TO ALLOW THE SILT TO BE COLLECTED AND REMOVED PRIOR TO COMPLETION OF THE GRADING. STORM WATER MANAGEMENT STORM WATER DRAINAGE WILL BE PROVIDED BY A CURB, STORM WATER AND CATCH BASIN SYSTEM FOR THE DEVELOPED AREAS. THE AREAS NOT DEVELOPED SHALL BE GRADED TO LESS THAN 2" SLOPES AND HAVE PERMANENT SEEDING OR PLANTlNGS. WHEN CONSTRUCTION IS COMPLETE THE SITE WILL DRAIN TO STORM WATER PONDS THAT WERE UTILIZED AS THE TEMPORARY SEDIMENT BASINS DURING THE CONSTRUCTION PROCESS. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS" IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT ALL RETENTION/DETENTION AREAS IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS. SPECIFIED OTHER CONTROLS WASTE DISPOSAL WASTE MATERIALS - ALL WASTE MATERIAL SHALL BE COLLECTED AND CONTAINED IN A CONTROLLED AREA PURSUANT TO STATE AND LOCAL SOLID WASTE REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS GENERATED FROM CONSTRUCTION IS TO BE REMOVED FROM THE SITE AND DISPOSED OF APPROPRIA TEL Y. NO CONSTRUCTION MATERIALS SHALL BE BURIED ON SITE. ALL PERSONNEL SHALL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES SHALL BE POSTED IN THE ON SITE OFFICE TRAILER AND THE CONSTRUCTION MANAGER RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. HAZARDOUS WASTE - IF ENCOUNTERED, ALL WASTE MATERIALS SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY STATE AND/LOCAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. SANITARY WASTE - ALL SANITARY WASTE SHALL BE COLLECTED FROM PORTABLE UNITS BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE AND LOCAL CODES AND REGULATIONS. OFF SITE VEHICLE TRACKING STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE OFF SITE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREETS SHALL BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE SITE SHALL BE COVERED WITH A TARPAULIN AT ALL TIMES. PREPARED FOR: J r. ~ / Gulf Coast Consulting, Inc. Land Development Consulting i%j '/ ~f1 ~ /~ ;.;, ~.~ ~ t;:~ , Y- ..~ 13630 58th Street N" Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 LAKE CHAUTAUQUA SUBDIVISION STORMW A TER POLLUTION PREVENTION PLAN TIMING OF CONTROL MEASURES AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES AND SEDIMENT BASINS SHALL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH A TEMPORARY GRASS AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY THAT AREA SHALL BE STABILIZED WITH PERMANENT SOD. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE TRAPS AND THE STAKED SILT FENCES SHALL BE REMOVED. CERTIFICATION OF COMPLIANCE WITH FEDERAL. STATE AND LOCAL REGULATIONS THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS THE CITY OF CLEARWATER AND THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) REQUIREMENTS FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL AS ESTABLISHED BY THE CITY OF CLEARWATER EROSION & SILTATlON CONTROL POUCY AND THE FLORIDA ADMINISTRATlVE CODE, CHAPTER 400 -4 AND 400-40. TO ENSURE COMPLIANCE, THIS PLAN WAS PREPARED IN ACCORDANCE WITH SWFWMD'S -BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICr. MAINTENANCE INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROL: 1. LESS THAN ONE HALF OF THE SITE SHALL BE DENUDED AT ONE TlME. 2. ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND FOLLOWING ANY STORM EVENT OF 0.5-INCHES OR GREATER BY A CONTRACTOR'S REPRESENTATIVE. 3. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE INI11ATED WITHIN 24 HOURS OF REPORT. 4. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE SILT FENCE. 5. SILT FENCE SHALL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT AND TEARS TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. 6. THE SEDIMENT BASINS SHALL BE INSPECTED. DEPTH OF SEDIMENT AND BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN IT REACHES 10" OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. 7. TEMPORARY AND PERMANENT GRASSING AND MULCHING AND SODDING SHALL BE INSPECTED FOR BARE SPOTS, WASHOUTS AND HEALTHY GROWTH. 8. A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTOR AND SHALL BE KEPT IN AN ACTIVE LOG READILY AVAILABLE AT THE JOB SITE. 9. EITHER THE SITE SUPERINTENDENT OR HIS DESIGNEES SHALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE, REPAIR ACTIVITIES AND COMPLETING THE INSPECTION AND MAINTENANCE REPORT. 10. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL RECEIVE TRAINING FROM THE SITE SUPERINTENDENT. THEY SHALL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON SITE IN GOOD WORKING ORDER. NON-STORM WATER DISCHARGE IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: 1" WA TER FROM WATER LINE FLUSHING. 2. PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). 3. UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). ALL NON-STORM WATER DISCHARGES SHALL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE. NON-STORM WATER DISCHARGE IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES SHALL NOT OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: CONCRETE DETERGENTS PAINTS (ENAMEL AND LATEX) METAL STUDS GLASS TAR SAND FERTlUZERS PETROLEUM BASED PRODUCTS AND FUELS CLEANING SOLVENTS WOOD MASONRY BLOCK ROOFING SHINGLES STONE SPILL PREVENTION MA TERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTI~ES THAT SHALL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING: THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON SITE DURING THE CONSTRUCTlON PROJECT. AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO COMPLETE THE PROJECT. ALL MATERIALS STORED ON SITE SHALL BE STORED IN A NEAT ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND IF POSSIBLE, UNDER A ROOF OR OTHER CONTAINED ENCLOSURE. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL MANUFACiURERS LABELED CONTAINERS. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. WHENEVER POSSIBLE, ALL OF THE PRODUCT SHALL BE lJSED BEFORE DISPOSING OF THE CONTAINER. MANUFACTURERS RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED. THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON SITE. HAZARDOUS PRODUCTS: THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. PRODUCTS SHALL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS OR LOCAL AND STATE RECOMMENDED METHODS OF PROPER DISPOSAL SHALL BE FOLLOWED. PElROLEUM PRODUCTS: ALL ON SITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ON SITE SHALL BE APPLIED ACCORDINGLY TO THE MANUFACTURERS RECOMMENDATIONS. FERTILIZERS: FERTlUZERS USED SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNT RECOMMENDED BY THE MANUF ACruRER. ONCE APPLIED, FERTlUZER SHALL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE SHALL BE IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. PAINTS: ALL CONTAINERS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT SHALL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS INSTRUCTIONS OR STATE AND LOCAL REGULA TlONS. CONCRETE TRUCKS: CONTRACTOR SHALL DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER AND SHALL INSTALL A CONTAINMENT BERM AROUND THIS AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE. HARD DEBRIS SHALL BE DISPOSED OF BY CONTRACTOR UPON COMPLETlON OF THE PROJECT. SHEET DESCRIPTION: SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PR~,CTlCES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: MANUF ACruRERS RECOMMENDED METHODS FOR SPILL CLEAN UP SHALL BE CLEARLY POSTED AND SITE PERSONNEL SHALL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEAN UP SUPPLIES. MA TERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEAN UP SHALL BE KEPT IN THE MATERIAL STORAGE AREA ON SITE EQUIPMENT AND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO, BROOMS, DUST PANS, MOPS, RAGS GLOVES GOGGlES KITTY LITTER, SAND, SAWDUST AND PLASTIC AND METAL TRASH CONTAINERS. '" ALL SPILLS SHALL BE CLEANED UP IMMEDIA TEL Y AFTER DISCOVERY. THE SPILL SHALL BE KEPT WELL VENTILATED AND PERSONNEL SHALL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH HAZARDOUS SUBSTANCE. SPILLS OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY. REGARDLESS OF THE SIZE. THE SPILL PREVENTION PLAN SHALL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND THE CLEAN UP PROCEDURES FOR FUruRE USE. A DESCRIPTION OF THE SPILL, ITS CAUSE AND THE CLEAN UP MEASURES SHALL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY TO DAY SITE OPERA TlONS SHALL BE THE SPILL PREVENTION AND CLEAN UP COORDINATOR. HE OR SHE SHALL DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEAN UP TRAINING. THESE INDIVIDUALS SHALL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEAN UP. THE NAMES OF THE RESPONSIBLE SPILL PERSONNEL SHALL BE POSTED IN THE MATERIAL STORAGE AREA OR IN THE OFFICE TRAILER ON SITE, IF APPLICABLE. NOTICE OF TERMINATION A NOTICE OF TERMINATION SHALL BE SUBMITTED TO THE EPA AFTER THE CONSTRUCTION HAS BEEN COMPLETED AND THE SITE HAS UNDERGONE FINAL STABILIZATION. POLLUTION PREVENTION PLAN CERTIFICATION TO THE BEST OF MY KNOWLEDGE, I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARIED UNDER MY DIRECTlON OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS MANAGING THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION SUBMITTED IS, TO lHE BEST OF MY KNOWLEDGE AND BEUEF, TRUE, ACCURATE AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINES AND IMPRISONMENT FOR KNOWING VIOLATIONS. OWNER: NAME: TITLE: SIGNATURE: DATE: CONTRACTOR'S CERTIFICATION I CERTIFY UNDER PENAL TV OF LAW THAT I UNDERSTAND THE TERMS AND CONDI110NS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM TnE SITE IDENTIFIED AS PART OF THIS CERTIFICATION. SIGNA TURE COMPANY NAME AND ADDRESS RESPONSIBLE FOR COMPANY: SIGNA TURE: NAME: DATE: ADDRESS: GENERAL CONTRACTOR -- PHONE: COMPANY: SIGNA lURE: NAME: DA TE: ADDRESS: TEMPORARY AND PERMANENT ST ABILlZA TlON PHONE: COMPANY: SIGNA TURE: ADDRESS: STABIUZED CONSTRUCTION ENlRANCE, EARTH DIKES, SEDIMENT BASIN NAME: DATE: PHONE: ./ lHESE PLANS MAY NOT BE COPIED OR MODIFIED W1lHOUT WRITTEN PERMISSION FROt.l GULF COAST CONSUL"nNG, INC, JOB NO 03-001 F.B.&PG. SEAN p, CASHEN 4250S NOT VAUD UNLESS SIGNED & EMBOSSED BY A REGlSlERED ENGINEER GULF COAST CONSUL 11NG, INC. CER11F1CAlE (1' AUTHORIZAnO~' No, 9774 DATE: REVISIONS APP'D BY 12-10-03 NO. DATE ~ Se ~;:: / ~ ~ 42505 3 SHT. OF 17 ~ ~ N ., o ~ '" '" N ~ " ?; o -' ~ if> <L ~ :J ~ <L ~ " ;>: " <1 '" ~ ~ <1 " ~ ~ ~ ~ Z ~ z . . DES1GNID ~ .';::ff:-"- ~ 'y> ::~> SPC ~. DRAWN VT CHECKED SPC ~ Q.c RP FIRST' AVE N (60' R/W) ---1">, <.. " --- V ".: " .;y.}'{'>' ~::.r~? '1}/. w: :::>: Z! w: >; I <: , I < :::> o :::> < ~ :::> < I IU I I. ,,____._. _ L-~L-._ _ _ _ _ _ _ ......_ _ _ _ _ _ _ ....._ _ _ _ _ _ _..... -----.---------- - - --- - - ......- - - - 10 ;7 7 L ;../ 36 G h___.. /1---_ ~-: 37 q ,'------- ~ - - - - - - -.-:--: - - - -- I ! ! I i~: , , . i " I, I I I I I ~ , PRIVATE STREET lAKEBREEZE lANE (~ - Mobil CENTER ......... - - ~ -1J / MODEL ,...l../ CENTER 30 L 26 27 28 29 i f i ! I .~ ~ L..--L---l -LJ 31 ff)) ~ /4 " :'-~ ~ 10>- ~U 0 0 (I' ' --, -'';' -1- .. '-. -'. - . --- ~ , /~ .:.. -. - .'- . '- ..' ...;:::.STAliED..S1L SCREEN (TYP) .'. '_ ~ I I...... """'"', .. ~ 1 - _ _ - .,' . - - ~.,~_ ~ .,- .. .' .. . ~ --,.~=.. .."!!!!I',.....l. "--r"'_ ,'-"- -. ~"-"'-.:j." ...'+'-.::-". "'!:. r __ _..~ "-'.. , : ,:~.+. ..a.:C().~':':'<;i'L + + + 'r + + + + + + ,/, + + + + "'", + '" '" '" + -~'''1", ...~~;.~.~ _~~. '" ;, '" ,', '" I ~ '" '" vN.I~ '" + + + '" '" + + '" + "''- ~ ~ F"" -.. '" . " / / ~ ~n~~ ~ -~ AREA NO.1 (883 sf) - .. '" '" f.. '" .::.1- '" + '" .. + .. .... : '" ,'() '. " ,.,.. WETLAND JURISDICTIONAL 4c1 4c1 __ '" '" '" '" ..' '" '" "", ! : .1 Iii"'.. LINE (TYP) ~:!'I'- ..C't: ..f;~'.f~;,,,,~:.. '" '" '" '" '" ,,\ 6P' R/Yv ~ ; '" /' .. + .. '" '" + '" '" ~,\ [ :1 :. .... r- .... .... ... .... .... ... ... ... \. : I! f + (WETLAND JURISDICTIONAL : + : .. : .. : + : '" : '" : '" : + '" \ " I il' I" 4c1 UNE (TYP) .. .. .. .. + + '" '" '" , I _ .. +++...++........ \ I'i+ .......+++++........1; t ----.-..-..~ ...............+++....~.\ ~ ~ .... .... ... .... .... ... .... ... \1. II~, ~+ --.. .. '" '" '" '" '" .. "', i - . .... .... ... .... .... ... ... ... ... . i., .\ < ,- ,- ~' .A '" '" .. '" '" '" '" + ~-r ' 10... .., ... .... .... .... ........ I I It: [ \ '" '" EXlSl1NG SURFACE WA 1ER '" '" .. '" '" '" '" '" '" '" + '" '" + " I II . (DRAINAGE II CONSERVAlION DOUBLE STAKED LT", SCREDI '" + .. I I '" ) c!t FLOA l1NG lUR Fr' 9AARlER<- '" '" ... . i I '" AREA)(PER ~TY OF ~ATER (TYP) (SEE DEWA fN9'" '" '" '" '" '" + + .. .. ~ j.1 ,+.. NOlES THIS SHEET) .. ... '" '" '" '" '" '" '" '" .. ... { \ ! ;',/.:....1 '" '" ... '" + I \, . .... ... ... .... ........ '1;_ ( + WETLAND JURISDICTIONAL 1+ .( UNE (TYP) WETLAND JI RISDlCTIONAL'" .. + r; V . ) I UNE (T'IP) ~ · . · . · . '. . r I, ",' \ .. ~ '" iT"""" .... ri ... .... .... ... .... .... .... .... .... .... .... .. .... .... ... --=-\.:'" ",. ~+ "';-:1+ \ ....++...++++......+++++ ~ L . . . . ~ . ..~ ... ""'""... +~+ ... ... ... .... ... ... .... .... .... .. ... ... ... ... .... ... ... ~........ ... I~ .s' -, ---...'j"'.... "', 'Ji;;.,'t ... '~"":"" ;",;;;;;r-~.~ ~, 1IIII!iiiI.'~':.ifiio" ---=--- t' ~-- 'oiiiiiiir";...." ;"I,,;...~ '...:....1I~~. .,~ ..~.i. ,_.. .. ,- . . L 1 ~ --.- . ..' .' - -, - --.. ' . . "- -. r .. ..,.. .~ -~., .--.. .- ~.-.. ;-,......'. .__. ...~ 0" ._"'~. "__~_ '. ,,_.-...;;... ~ r, ~AKEDSlU j ~ /' ~ 4ct SCREEN (TYP) ... I' "'" '" ... + .. 1:1 '" .. '" '" '" .. + '" '" .. .. '" ii'J ~ 46 ,--.. " . '" - o 32 \) () o , r \:J i .. :~ I i , i ~ ,Y", '" 2:1 II I " -- I-~ . 4c1 1:1 2:1 """"3 '__.\~, 4c1 \. ~ I \. '-- . . - " . ---,"-; ~ '" '" '" '" It4 "'I '" .. I 4c1 " . - .r ~-- . . 45 '" '" "...---.,; '" - '" '" .. '" '" '" '" '" +"'+"'+-"""L 6- PVC FLOW IN .. '" '" ~ PIPES. 25' O.C. -'7 '" '" I- . .. ~ /.. '" '" . t '" ... ... ... ... .... ... /+ "'.1"" ... ... ... I' I I )' " f1~ Lf 6- ~~L I . . ~ UD SYSTEM . IE - 84.75 ~ '" y '" 2:1 '--- c) l r-rcs ~ 39 -- L- " 44 I I I I ~ .1 ~ 1 ~ i~\l , \ i I en ~~L wO ~u en r / \ 42 r--- r~ ~~ ~~ L - - (:) I o 41 43 ~ 40 pJ r ---0 J ...... n ....01 38 '-- ~ , ) J J ...11II l ~ ) l /' ~ . .1 I . . I I ~ ~ . 1 I I ~ . lL _ _ _ _ _ ~...... _ _ _ _ _ _ \..STAKED SILT SCREEN (TYP) I ( PRIVA TE: STREET ...'" - ~ke; ) e~e-e-~e- u u - f,ll "--' u - I D-- L 1 3 4 2 5 LANE 6 lU-- I-=- ---.1, - I ---. 10- ~- I <0,'-J ~- C0~ 8 D ~ ; l i 1__- --______~____L___ ... ... .. ,+ + + + + + + + + + + + + + + + J++++++. + + + + + + + + J++++++ + + + ... + + + ,+ + + + .+ + + + . + + + + I: : : : : : : ..v". " ++++.'Y' - ~+++++++'" + + + + + + + ..r ~+ + '" + ~ ..+++ ~, '" + + ,; l+ + + :i + + =f :~ . + + . + + + e + + ~ ,+ + +;; + + ,T + + + ~ .;.. + ..:... ;' .+ --~: · + +.....1 1 Ilt++++ ." - ~+, 10 0 ~-<::: 1 + " + + ,. I ,+ + + + + + .} - + + + ., + + + .,~: u + + + ., -, ... + +~: ,+ + + T , ... + + + .. ,,' + + + + ; I + + + ..\ I + + + + ;, + + + ~~ /.I-,J ++++' ,\ ~~ -: + : + : + : + '::> \'\ ,+ + + + + \ ,+ + + + + + + + + +~- + + + + + + + + + + + + + + + + + + , ~- - - - - - - --If.i..+;p.; +::.:. + + + ". , ... . ~ Il _' t ( -- .' ~ ,. I. i if . ff 33 - 34 35 c J. 'I !l! j '- ~1 ltJ~ 1$ ~R -Ir ~ ~ ~ '-- ~ If \~:J PREPARED FOR: SHEET DESCRIPTION: Gulf Coast Consulting, Inc. Land Development Consulting ROTTLUND HOMES OF FLORIDA, INe 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 13630 58th Street N., Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 :::~ lff3] .. .... ... \ ~"-t~ '" '. ...t t..lttm EXIST. .- <1.'1 """'- I " " '4rl\. ~ '. . GROUND (TYP,) I "\lOUBLE ROW STAKED HAY BALE 6" LAYER OF WOODCHIP MULCH OR RUBBLE RIP-RAP DEWATERING SEDIMENT SUMP EROSION CONTROL AREA NTS ~ - .......- - - /STAKED SILT SCREEN (TYP) - - - ;.";,, '- - - - - - - ;.";,, .- - ......... ......... ..-...-+ ~ ......9+) .. + . + + + + + + + + + + + + + + + + + .. + + + + + + + + + ,+++++++++++++ ~ ~"1 ++++++++..+++++++++++++++++ f O ...++++..+++++++ / l + + + + + + + + + + + ...,/ J 23 + + + + ~ ,.~ t...: + , + + + "J' ~"l- r .............- / + + + 9.... ~lIll. -, ' ~__./ ~ /--' + + I ~,~-P1' >"~~ + + + ~~_::o;._-...,......" ~1 + t + + + t \+ + ; ~., ,;\: ~i:s J 01 ;:::::~\' + + + + +""\ 4c1 + + .. + + \ +++++.\ + + .. + + + ~\ I ++++..+++++++~\~ + + + + + + + r~ + + + .. + + + ., I + + + + + + + +- I - ~+ + + + + .. + + + + + +; .l 1 0 + + :;~~i~~;~~.~'.~SERVA110N AREA 1.,+ + .f':+- + + ~(PI~ CITY OF CLEARWATER) pi- + ~...-- 21 ......1 <t(. ++++..[\ + + T \,. + +.' v, + +...+ ....0, (j l (+ + + + "- J - 20 0 r.~' + < < < +, \ _ I ++++++++1 "j ,..... + : +:r+ + + +.,r n + + I + ,I ~ t + + + L //,/ I '"' ~ _~.... + + + + + +.., .I l -- A ~ '\. ,~'.+ + + + +.... + + + + 3J /-;:,L ,~,1<<+;: } ~1YD~~~~~~~TH~~~~~c!t ,+ + + + + ' <1) st~ SILT SCREEN (SEE DEWATERING _ 1+ + + + +') . IWENT SUMP DETAIL ON SHEET 12 + + + . THIS SHEET) (:+ + ++ -.. if + + + .. j' + + + + il O t+:+:+: ' l.f' + + .... , + i + -tj + If ~+:t+ , ! I + , .. + ' ' .. ... /./... + + " + + o i;: --I:> /+ + + + + + . f::::: +~ij'w + + + j+ + + + + + + + + + ,;;+ + + + + + - .fI+ + + t..+ + + +: IT=: + + + If + + + t + + ,++++++ + + + + + -' + + + + + v 24 25 / 22 .),. -~- v ~ ~ I r;~ (/~ rJ J /L /I \ , a I , I 1~ ~ ); w , ~ j 1 II ~ I - \' ~ ~ j t ) /" ( -I > t:<<ilE; , !~I If' /1 18 -, A // j....; d . I I l--L 17 7 .. A STAKED SILT SCR~ (rVP) '\l '" w - 20' WIDE 1EMPORA~ f HAUL RoolES (WITH STAKED SILT SCREEN TO EITHER SIDE - 3 TOTAL) 16 u \ '- ::J - 15 '011 - HAUL ROUTES ARE TEMPORARY - TO BE USED FOR REMOVING ..h:~iRIAL FROM FLOODPLAIN MI11GA 110N AREA~' HAUL ROUTE AREAS TO BE REGRADED AND Pt.ANTED PER flOODPLAIN MmGA 110N PLAN11NG SCHEeI.LE. I ..... '- :J 1 11+ + + +.,.. + 14 - ,+ + + + + + 10" t:::::+ ,+ + + .J ~::::: + ^"- o ~f~:'" '-- L ~~ ~lJ ~t:::- ~1 t- 13 - o / ) i -,~ ~ J ,~ ~ I , 0- 12l /J ".:;;- '-- .{ , DRAINAGE c!t CONSERVAl1ON MEA (PER CITY OF CLEARWATER) \{ LEGEND --.. :J 11' 0 I '-- 1 -- 1 f .. '..t>-~I1fED SCREEN (TYP) . If=ll ..... 9 o THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM GULF COAST CONSUL llNG, I'IC, LAKE CHAUTAUQUA SUBDIVISION SEDIMENT & EROSION CONTROL PLAN SEAN P. CASHEN 42505 NOT VAUD UNLESS SIGNED & EMBOSiED BY A REGlSlERED ENGINEER GUlf COAST CONSUL llNG, INC, CERmCAlE OF AUTHORIZA1l0N No, 9774 A I tr-.. 1~ I o I 100 I 25 50 I I SCALEll.=50' I - -. .. " UI:.WA ~ WI )......11\.1 CON I k'()1 ..AHD. ~Y~A VA TI PLAN CONlRACTOR TO CONFORM TO STORMWA TER POlLU110N at: PREVEN110N NOTES AS DETAILED ON SHEET 3. IF EXIS11NG SURFACE WATER WEllAND IS TO BE DEWA TERED FOR MAINTENANCE AND EXCAVAll0N, A SEDIMENT SUMP AND EROSION CONlROL/ ENERGY DISSIPATER DEWATERING AREA MUST BE ESTABUSHED AS SHOWN TO ACCEPT THE DEWATERING DISCHARGE. THIS SUMP AREA MUST BE INSPECTED ON A PERIODIC BASIS AND MUST REMAIN INTACT AND FUNC110NING PROPERLY 'THROUGHOUT DEWATERING AC11Vl11E5. AFTER DEWATERING ACl1 VI 11 ES, CONlRACTOR TO INSTALL DOUBLE STAKED SILT SCREEN AROUND UMITS OF EXCAVA110N AS SHOWN PRIOR TO ANY EXCAVAllON COMMENCING. AFTER DEWATERING AC11Vl 11 ES HAVE CEASED, CONlRACTOR MUST INSTALL DOUBLE FLOA 11NG TURBIDITY BARRIERS TO REMAIN IN PLACE UN11l ALL SEDIMENTS AND TURBIDITY HAVE SETTLED OR DISSIPATED AS DETERMINED BY "THE ENGINEER OR SWFWMD. .-ST AKED SILT SCREEN 20' MIN PROPERTY BOUNDARY LOT UNE JURISDICllONAL UNE -- STAKED SILT SCREEN . FLOA 11NG TURBIDITY BARRIER Se~ ~ ~.E. No. 42505 n~ TOBOO. 03-001 f.B. It ro. DATE 1 02-10-04 ADDED 10 SET PER OW OF a.EARWAlER COMMENlS REVISIONS APP'D 12-26-03 BY or NO. DATI. FIRST STREET EAST 60' R/W - PER CHAUTAUQUA ON THE LAKE P.B. 9. Pc;. 52 TO BE VACAlED AND ANNEXED INTO THE CITY OF CLEARWA lER . ':~~~~.~~~~L~.. ! '" '}i :-}.4.- \ -',.. .;:", " '<. \ \! \ ~ !!~ t f~ l ., f ~~ J IN (L}..:".\~":; t;J:: ;~~ ~~,).:-~(;:~~f~:~,:, \ -.. . P,P. I ,: ,f / ,/ / /(:j:::"::::::-,-~:,,,,,. y , . '\ ... -.,~. " "-", ~"', ~, ,,'_/~~"" ", .., \\ \ " )'~ d I / J / ,r-', r ""F'I /' ~~~'::'''~'';; '~;'F~l_ C,L.P ! \ 1 1 1 FIRST AVE (60' R/W P,p, \ I \ I \.. \ \ I I \ \ I \ I \ I .; \ I '. \ , \ \ I I ~( / ;\, "- ".~ \\ '~ w > rr: o ,,_--,1- ,._~. _~ _..__.' r'o", ' .,.........--..". ~ . .''"--.,---- "~ i . ..~..,....:.~ ' ,'=.-' ,...--..-Y'.. - ' ..-; , . ~ .:,,,~ . , --- - -y-- , , ----r' . -""'----r" . ' ~.: . .,.. " .K:1lAND JURISDICTIONAL ' ( ! LINE (TYP) t . ::i w :r: (1"1 Ul1UTY EASEMENT 6.R. 3093. PG. 733 (TO BE VACAm>) o 100 l 25 50 II -I SCALEI1.=50' o I - - "-J \ \. \ \\ \\ '\ ( ~ ;);. F:: /,,1',)(, -~ i\,:;^ , i \ I 6k)' I " ~ j ! 4 i Ii 'I' / .. //' ," I i' .,. f ! :' / I . i .. { .1 d .:/ II ~~ .~:I "." I i . I I r i-, I II /...... f ( (WETLAND JURISDICTIONAL LINE (TYP) _..~ i Wi ::>i Z! Wi >:. 1<( .~:.\I'~; :Ar{:I ~~;\~jl'l! ,'IJ ffil "fr:t'\^''':-::; '~'."::J~---" i :'~"::':;:,;::r + l - --' . ~ --- < ,'-"-- - ( ~:. \. \ \ ' \ i: ; \ ~ Qi .s ~ FLORIDA POWER CORP. EASEMENT O.R.4464. PG. 1012 (TO BE VACA1ID) I 1 ! i ~TLAND JURISDICTlONAl-....... ' UNE (TYP) ...........! ~ UNE (TYP) " ,. '~ ..-,,----.'-"- ~...:.:_~ "r- ,..:.:~:=:.:.:_c.-,-,,, ......1....... ........_: '1-.:.:':-::- ': ---:....:_::..~..:,:. ~" ~;:.''-'' _.,..':.....,'"v.,.,..-.-, ..............." -4..:.:...".--" ..~~._~.....or--- ~- --'.~'-~, ;. .~-_.~'- "'- -." ,~.~_..-.~ - }. ---------- ..--4' BARBED WIRE FENCE I ,3' CHAIN LINK FENCE '- 4' BARBED WIRE fENCE ----------- L_------ ~ "ERPElUAL DRAINAGE -'NO Ul1UTY EASEMENT O.R. 4463. PG. 1889 (TO BE VACAlED) LEGEND GRANT ()f'\EASEMENT O.R. 4980. p~, 2008 (TO BE VACA ~D) ,\".~ i\ /\(1 ~ :::J / . " .... i~ I ! TO BE DEMOLISHED AND REMOVED FROM SllE LAKE CHAUTAUQUA I . I 1 1 / (4' BAR8ED WIRE FENCE-------. "'-, -J l t:::: () ~ if? ~ ~ ~ 1=! ~ I 1 ) NOTES / 1. IT IS 'THE CONlRACTORS RESPONSIBIUTY TO PROVIDE HAULAGE OF DEMOUSHED ITEMS AND TO DISPOSE OF DEMOLISHED IlEMS LAWFULLY. i ! i.. ( i j 2. CONlRACTOR SHALL VERIFY 'THAT ELEClRlCAL POWER HAS BEEN DISCONNEClED AND lOR 1\JRNED OFF PRIOR TO DEMOUll0N OF ANY POWER UNES OR APPURlENENCES BURIED OR OVERHEAD. . t ! ) ').t.('\j"'I}~I..;' ~.~A~~:.!\'.>tr. 1"'in:T!:'C'-;;YC'.A.":''''- '.'. :" 1: '... i" 1 :0 ~.~ .' ,~: (......~ : . . ' " '..'. .....) ,.~ ": 'THE LOCA 110N OF EXISllNG UllUllES ARE APPROXIMA lE AS SHOWN AND IT IS 'THE CONlRACTOR'S RESPONSIBIUTY TO DElERMINE 'THE EXACT LOCA 110N OF 'THE UllUllES PRIOR TO CONSlRUCllON IN 'THEIR VICINITY. rHOSE 8188 3. 1 . I \,!. Y 1 \ I I <( ::> 1 i 0 ::> <( ! t- ::> <( :I: U P,P PP. _____4' BARBED W1RE FENCE - SHEDS I U /__ SHEDS '-.... 11.9 I 20,4 N N ~ 9 I Ul. U\_ :.: w \ u \ w \I) Q 0 OU1 I 0 8~ m <>: <.;, ;C(/'I STABLE WOOD FRAME EJ ~O... I { II I" d !: ' [ / ) , (- ~ :" I i (~;t j q- i < GRANT OF EASEMENT O.R. 4980. PG. 2008 (TO BE VACAlm) \ --- "....~"~ :,'<; .... DIRT ORIVEWA. ,. , e ! I JOB NO. 03-001 4 FR & 1'G SHT. DATE' 17 REVISIONS APP1> 12-26-03 BY OF THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRIT11:N PERMISSION FROt.l GULF COAST CONSUL llNG. INC, SHEET DESCRIPTION: PREPARED FOR: LAKE CHAUTAUQUA SUBDIVISION EXISTING CONDITIONS & DEMOLITION PLAN ROTTLUND HOMES OF FLORIDA, INe 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 Gulf Coast Consulting, Inc. Land Development Consulting DESIGNED SEAN p, CASHEN 42506 NOT VAUD UNLESS SIGNED & Et.lBOSSED BY A REGlSlERED I:NGlNEER GULF COAST CONSUI.llNG, INC, CERllF1CATE Of AUlHORIZAllON No, 9n4 SPC DRAWN DATE NO. 13630 58th Street N" Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 VT cm:cKl'lJ SPC Q.c RP FIRST' AVE N (60' R/W) ~ ~ '" 1'; ~ z ~ g ~ ~ ~ '" ~ '" <t or 2 g ~ <t :0 " :0 :" :0 ~ j Vi :3 ..J UJ '" ~ DESIGNED w: ::>: Z! w: >: I <(: I LAKEBREEZE LANE :~' I I : i l. i, 26 ?] ?R 29 30 'of. , 6P' R/~ I _.- _H" ,-" .~__~, .."~u !JI " .,"'.' . 0_1 L. '._ . .' ,."" ,.,';;;:;'-', --':;' .. ~";_---.ao'TJ.. _._~. __ l ~ 0..." ~.... .... G .. .... ... '. ... .... ... .... .... .... I~""" ...N.............................. , .',... WETLAND JURISDICTION L 4c1 LINE TYP AR~EA NO. 1 (883 sf') 4c1 \ .'~""~" ..... ..... ... ... -+l .... '+-'~ ...... . '.'::::::"'( .-~-, - "-~"'~- .... .... .... .... ... .. ... ... ... i/'" ... i .... t: .. ~ ... ~: ~/ <( ::> o ::> <( I- ::> <( :::c () - 4c1 (WETLAND JURISDICTIONAL LINE (TYP) - .. :::> -- ,,- -- < .. --" -- . .. .\ !:) : 1 .... ! .. EXlSllNG SURFACE WATER (DRAINAGE ell CONSERVAll<>>l AREA)(PER aTY Of' CLEARWATER) 34 , I WETLAND JJRISDICTIONAL LINE (TYP) ... .. .. .. .. .. .. .. .. .... .... .... .... .... .... .... ... .. .. t .... .... ... .... .... .... .... ... ... ... .... ... ... ... .... ... .... ..L::::~ ' , ~.!.,..:..::-- ' , -::...,J...."..... ..~-~; '. - ' . .........,.!_~ if-:r...-:: ~ .....- ',: ~. . ... -.... 0,.. . ..~,., .... .n; ._.~n.. ';.. n' ......'.,._.,....j~ '.._...~....,~,_... 4c1 .... .... .... .... 1:,... ... .... .... + .... .... .... ... .... ~ i i ~ ! : \ " .. II ... ... " 4c1 ... 2:1 .. ... .. . " - . . - 2:1 - ~ ... .. @ 2:1 8 L '. '. _': ' ... ... en , ) en 44 <~ ~~ , wO ~CJ 1. en I ~ -- -- / 8 /37 / / .".. - 40 - 3~ -- 38 - - - - - PRIVA TE: -- ---- STREET ~ .J 4 2 5 1 6 - - - I , I ~ . .... _.__L__ ~ - - - . ..... PREPARED FOR: SHEET DESCRIPTION: SPC Gulf Coast Consulting, Inc. Land Development Consulting DRAWN VT ROTTLUND HOMES OF FLORIDA, INe 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 2J r. 2\ ".\ +'1' ( y\+: ;>-~~ ' + + + + + + + 1+ + + + + + + + ~..i ~. + + + + +'- ~++++++++++~, ,.f+ + + + + + . t + + + + + + ++++++ r + + + + + + + + + + + + + + 2' 21 20 / ;) I 19 / 18 / .:' 1 ." ..i: ...-..,- i::rl !,(" ., '- '::) 1 1'l - - --J f /3 /12 LEGEND - ~ ---- @~~ , s 1 + + + + + t+ + + + + + + + + + + + + + + + + + f.+++ + + + + + + + + + + + + + + + + + I + + + + + + + + + + +\ + + + + + +. + + + + + + + - + + + + + + ~ L:++++++- ... ... ~ -'-- --" o I 25 50 I I SCALEll'=50' 100 1 OVERALL DRAINAGE BASIN BOUNDARY SUB-BASIN DRAINAGE BOUNDARY STORM SEWER SlRUCl\JRE NUMBER PROPERTY BOUNDARY LOT UNE JURISDICllONAL UNE P.E. No. 42505 THESE PLANS t.tA Y NOT BE COPIED OR 100 NO MODIfiED WITHOUT WRITTEN PERt.tI~>SION FROM GULF COAST CONSUL liNG. INC. 03-001 4A F.B. & PO SliT SEAN p, CASHEN 42505 NOT VAUD UNLESS SIGNED & EMBO!SED DATE 17 BY A REGlSlERED ENGINEER GUlf COAST CONSULTING. INC, NO DATE RE\1SIONS APP'D 12-26-03 CERTInCAlE ~ AUTHORIZAllON No, '1774 oy or LAKE CHAUTAUQUA SUBDIVISION MASTER DRAINAGE PLAN SPC 13630 58th Street N., Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 CHECKID Q.C RP FIRST' AVE N (60' R/W) NOTE: HOA TO MAINTAIN ALL TRACTS INCLUDING AREA WEST OF 8' HIGH WALL. WI =>: Z' ~: I <(! I o , " .3 " " ~ z "- '" "- s ~ z "- en "- en '" Z '" ~ g g ., " " DESIGNED 28 _____.l______ LAKEBREEZE LANE !~\. 't : ) I --.20L 91,50 I I I i I I { - ~ r--: 10 ~ 27 0, Lri 10 ~ 26 TRACT C (COMMON AREA EASEMENT) - . - , - .. - . ~'~'" ~ .. ~ CONTROL CALL BOX , WETLAND JURISDICTIONAL LINE (TYP) 70.3' , 60' R/W '~;; .. n'-! ( ;, 0 '0 .; r n Lri ~ r- ...... <D ...... r- -- ,,- ~. ~. , -- /~ DRAI~IAGE c!c ~SERVAllON AREA I I -- .(PER aTY OF ClEARWATER) r ( / / ( I J ( CHAUTAUQUA ON 'THE LAKE (P.B. 9, PG. 52) FIRST SlREET EAST 60' R/W - PER CHAUTAUQUA ON 'THE LAKE P.B. 9, PG. 52 TO BE VACAlED AND ANNEXED INTO 'THE CITY OF CLEARWATER I I , - ~TRACT A _-.!Lfb. .~2R'VATE N STREET 138,5' '" Lri co 23 7~ _ _ -20,L 18' PRIVAlE SIO~AIJ( . DRAINAGE . PUBUC unuTY EASEMfNT (TYP) 24 ~,4~ - ( / 25 \ ~, I / 28 ro oci 10 22 N <D V 30 29 RP STA 61+74,52 70,2' '00.6 / I 72.0' "---"- .. 67.7' ,-- "-"--" ...... 21 -.' ro N (~ lLAND JURISDICTlONA LI E (TYP) -::> -- UllUTY EASEMENT O.R. 3093. PG. 733 (TO BE VACA lED) 33 / 20 STATION EQUATION STA 21+80,53 (NW)- STA 60+00,00 (E) ~ EL-89.23 191,2' 490.4'(NTS -- 105,0' 60.4' \ ! I I"~ I I 34 I ~ :, I I 15' DRAINAGE at U1lJlY EASEUOO.:J. J--'; - 183T' - 7 / i 7 -r6~~~T 7, It .' I I O.R. ~4. PG. 1012 / : / (TO BE VACAlED) ~~ .r- _I -L -on: _ _j 10' -.J;,) +--T- - / I ~ t, g:: '. tv. i~~ ~.~ ?? , , ~O:O' - 70,0' 98,2' EXISllNG SURFACE WA lER (DRAINAGE &: C<l4SERVAll~ AREA)(PER CITY OF a.EARWAlER) '" oci Ol i 134.6' 11: f, (:~WEn.AJolD .AJRJSIlIC~ LINE (TYP) ;;,} ~: ,<' ~ 'E, ..----..-..-..- 102,3' 0;;,' It [ W. ,; Iy en oci ... Il) ~ "-.:t r--- co 46 ~ ! .. ~~ 45 ~~. ;~- ~i, I '''/ ~~ fll) -; /1'0) B8T f ST.' .1+92.76 44 / 159,4' 42 43 -- S7.r 142. ,. lRACT A --~-(PRIVA1E INGRESS. EGRESS .. DRAINAGE EASEMENT .. PUIIJC U1R.JTY EAS!MEN1) <( => o ~ i i t- => <( J: () 95,7' 70.0' 70,0' 77.1' -- -- -- STATION EQUATION STA 10+64.40 (E)- STA 40+00,00 (N) 3 4 1 2 ,~ ~. TRACT B :J /(COMMON AREA ;;V \ EASEMENT) ., t,~ t.\1 -,.,., ;\ . ~ii~ :5S ~}j. N I ~ r.~ y' ~ t~ ,t ~ :''}r A- ~ o ~ "v r--- o N '0 o V N I L J.j, ~~ 95.0' 70.0' i - 15. PRIVAlE WALL c!c DRAINAGE & PUBLIC UTILITY EASEMENT 54.0' 99,3' PREPARED FOR: SPC Gulf Coast Consulting, Inc. Land Development Consulting DRA\\'N VT ( ) 19 .~ 19,8'\ '0 ~I r Il) cO <D \~ : -1'-" Ol oj Il) C'\/ ~I .... ~/ 18 ( I J 31.9' lLAND JURISDICTlO AL-...... LI E (TYP) ............ , ~"--"]~-' -. <D <0 ~ /' co .... ,.., .---. ~. 26.6' 162,7' ) Co o <D C'\/ -r-- '0 I ~ I LI - DRAINAGE EASEMENT r----' :- PERPElUAL DRAINAGE I. AND VlJUTY EASEMENT J O.R. ~3. PG. 1889 10 (TO BE VACATED) .... / / co " ,10 Ol ' Il) C'\/ C'\/" 7.7' LAKE ~. CHAUTAUQUA ci ~ 2,,3' J ~ cO Il) L__ 93.4' 73.6' 68,2' ~ ::J / C'\/ .,,: " .... co/ & 14 I I - -E~ () & ff ~ ~ J ~- / 0, ( 41 Il) .... "t- .... .... ll) .... Ol ,...: <D I I } 40 39 I I J I 13 I ) -, 70,1' 8' PRlVA 1E SIOEw It PUeuc U1JUTY ~~'?RNNAGE - _ ~T (l'l'P) 69.7' -_ -- 72,8'-- 38 67.3' -- - 76,5' - - I 12 / I I /214.5.1 I STATION EQUATION / STA 16+41.30 (NE).. / STA 50+00,00 (SE:) / 11 / I < 309.4' 13 ._1 ~ - (I) C'\/ u ~ / - I- 14 ;!; > I __PRIVATE: a. --. STREET- -------- /' DRAINAGE ac CONSERVA l10N AREA (PER an OF CLEARWATER) 5 6 RP STA 50+37,83 EL=89,20 I I I I o r--: 10 N ~ ci 10 C'\/ 8 27,g' 6' \" ~~~. ~ \ :\ c: \ i\ \ '\ LL 9 63.5' 62,6' 130.4' CHAUTAUQUA ON 'THE LAKE (P.B. 9, PG. 52) 15' PRIVAlE WALL c!c DRAINAGE a: PUBUC UllUTY EASD.4ENT 15' PRIVATE WALL a: D AlNAGE c!c PUBUC UllUTY EASEMENT SHEET DESCRIPTION: THESE PLANS MAY NOT BE COPIED )R MODIFlEO WITHOUT WRITTEN PERMISSION FROM GUlf COAST CONSULTING, IN';. ROTTLUND HOMES OF FLORIDA, INe 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 SPC 13630 58th Street N" Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 CHECKED Q.C RP LAKE CHAUTAUQUA SUBDIVISION PRELIMINARY PLAT SEAN p, CASHEN 42505 NOT VAUO UNLESS SIGNED & EMBOSSED BY A REGlSlERED ENGINEER GULF COAST CONSUlllNG, INC, CERllFlCAlE OF AUTHORIZAllON No, 91'7. 506,6'(NTS) / ~ I . ----- 420.1'(NTS) \ \ NOTES 1. FRONT LOT PROPERTY UNE IS AT BACK OF CURB. 2. ROADS ARE PROPOSED AS PRIVATE. 3 02-10-04 REVISED PER OTY CF a.EARWAlER COMMENTS 2 01-08-04 REVISED PER OTY OF aEARWATER COMMENTS 1 12-22-03 REVISED PER QTY OF a..EARWATER COMMENTS NO DATE REVISIONS o I 25 50 I ~ SCALEll'=50' lOB NO 03-001 FB.&PG OAT!: Al'T'1> 12-26-03 BY 100 I SHT 5 17 OF l: ~ ~ <> <> ~ '" " N .., cO " C> ~ ~ ~ ~ "- ~ z :.< ~ ~ ., " '" " ;" " ., ~ 3 Vi j w z ii; > z t [)ESIGNED SPC [)RAWN VT CHECKED SPC QC RP R1-1 STOP SIGN W1TIi 24- WHIlE STOP BAR (4' FROM S/W) FIRST AVE N (60' R/W) 30' x30' SITE TRIANGlE (TYP) NOTE: HOA TO MAINTAIN ALL TRACTS INCLUDING AREA WEST OF 8' HIGH WALL. R1-1 STOP SIGN W1TIi 24- Vt1-IllE STOP BAR (4' FROM S/W) 30'x30' SITE TRIANGLE (TYP) 6' HIGH VINYL FENCE CHAUTAUQUA ON lHE LAKE (P"B. 9, PO. 52) 28 __.---1.___.__, N LAKEBREEZE LANE a 3.32.1' __ ?1RACT A _ (PRIVAlE INGRESS. EGRESS III DRAINAGE EASEMENT III PUBUC UTIJ1Y EASEMENT) .. ,.91.50... 25' ; 26 FRONT' 7.5' _~ SElBAa< I; . SETBACK ! lRACT C (COMMON AREA EASEMENT) L 7,5' SElBACK 27 28 29 _,H- Ii " ! r V ..-i..-....~ j~~ ',~ :- ' . 6' . R/W 15' WE'llAND BUFFER (TYP) I W; =>1 Z! W: >\ <(; t -" (llANO JURISDICTION LI E (TYP) -.'::> -- -- ,,- ,\ i: .' -- --., -- II EXIS11NG SURFACE WAlER (DRAINAGE a CONSER'VAlION AREA)(PER aTY OF' CLEARWAlER) . <' I LINE (TYP) ,', 15' WETLAND , ~UFFER (riP) < " ,,-,'-"- '---:'_~"~"-::=":h:'~"\- h~.,. .~_ _, ~_" ..- '-"_ ,_ '_ ,~L_. ,..'_ ".u.._,~,~ , . - ., ~._' :_~~...::,,~ . .. - :. - . . ~-'.~~~,~.'.,. 15' REAR SETBACK (riP) 7.5' SIDE SElBACK ...'. , . t "-. 2tb <>-----f~ TE N STREET 23 24 . i -. ; 30 22 ; L. RP STA 811+7....52 ,~. -" ~-^--'-'- ,.,.. TH";, , . ----- ,- 21 I C, ;C'f7' 33 20 STA110N EQUAllCN STA 21+80.53 STAIO+OO.OO l f1JooII.2J / / '\-- ~f;>' ""- :; 1 9 ~ NO PARKING FlRE i LANE SIGN (TYP) r __j'- ,'.,'..,,;;/l / ."/' }.,,' .~/ ',); .~..., -, .3O"nol1.sETeA<i< (lw) i ty\c........ . \ ~\ \ SElBACK U E (riP) : " \ J.J.; 34 'It J!....... \ 18 , -"; i I /j 35 I / I' 'r ,. _ _._ __ ..~~ __ ~ .'u' _.' __. ..-.. ~"-,..J:' ~ .. .-'..~_.._' ---' - 4 _ . (]1. ._', --~- -~-. "..- --..-- ---~..:-. - . -.- - ,. 46 -- '.9'" 15' REAR ._" I SETBACK (TYP) ~ ~ 45 ~~~) 1~~ / ( .-' " , /' '..'~~) 1~~ STA .,+12.71 44 "R1-1 STOP SIGN W1TIi 24- WHITE STOP BAR (4' 43 FROMS/W) 42 41 \ ~_M" , ~_. - - --' L,. -- ,.~---.) 309.4' ',J ~ ---.in CD C\1 U --__ ~ <( => o => <( ~ => <( I () NO PARKING FlRE LANE SIGN (TIP) i STATION EQUATION . STA 10+14.40 (E)- , STA 40+00.00 (N) ! I I ! i 3 4 5 2 1 tRACT 8 /(COMMON AREA / \ EASEMENT) i t_. ___ - f : I. _ ~__ . I ; I I.. ,... ,- . j 17 ) 16 \ / ,.~. ;/ /' DRAINAGE EASEMENT 36 40 \ '\. \ r-'- ---~ i 15 ;" I ;." ~ ::::J '-J l ':::' () ~ / ii? ~ ( ~ "..J "-,,, .-.. :4f __ _'" /- . .. i / 14 i I j, 39 , .J 38 i ___ BUlDIfG SE1BAa< i'-- LlNE (n'P) J 13 r7.5' SIDE J .~ (Tl'P) < 7.5' SIOE-J "" SElBAQ( (T'rP) 12 /' ;.,. t 1. C'\j~' Q /' < " STATION EXIIA11CIih.'. STA11+4UO STAeO+OO.OO 11 6 10 8 9 < CHAUTAUQUA ON TIiE LAKE (P.B. 9, PG. 52) PREPARED FOR: Gulf Coast Consulting, Inc. Land Development Consulting 6' HIGH VINYL FENCE 15' REAR SElBACK (riP) SHEET DESCRIPTION: I./"/ / .,/ r- ","",-,.:::::- ----......- ~/. ./ -'.'," .'" _:("~ ~--~~~~=-~_/__ ___d , , '.~";'.'. , ~ ~, '" ., \\ \ \ . '\ -- .-i y .......... - .... -;:.~-...\ -..--~F?;/.-.. l/)' --........::: ""..... ~~,;' f ,__ it i' \ / '\, :":'{'\ \-.., ( '-.:. } .',)' ,'. i g:.. ,"i' t- /l- ;,.~ " 1 I . " ; ~ f.,1. "... t-- - .i ~# -'~'. ;" J . i : , f ~ ! ; '~ p , e , I ) '''. ./~,/~ ......- ~ o I 25 50 I I SCALE,l'=50' 100 I Existing On site Easements &: Right-of-Way proposed to be Vacated: A 20' wide Perpetual Drainage &: Utility Easement (O.R. BK. 4463, PG 1889); a 10' wide Utility Easement (O.R. BK 3093, PG 733); a 20' wide Grant of Easement (O.R. BK 4980) and the 10' wide Florida Power Easement (OR BK 4464, PG 1012) and a portion the First Street East Right-of-Way located within the area encompassed by the continuation of the north property boundary .-.-'..-. SITE DATA Zoning: Low Density Residential (LDR) (*) LAKE CHAUTAUQUA Site Area: 23,55 acres M,O,L. Area Breakdown (Existing Conditions) Uplands: Isolated Wetland: Lake Chautauqua: TOTAL: 17,98 acres (783,208 s,f) 2,55 acres (111,058 s,f) 3,02 acres (131.572 s,f) 23,55 acres (1,025,838 s,f) Area Breakdown (Proposed Conditions) Roadways & curb: Lot Impervious (1) Retention Pond: Open Space: Isolated Wetland: Lake Chautauqua: TOTAL 1,96 acres (85,622 s,f.) 5,02 acres (218,534 s,f.) 1.04 acres (45,302 s,f) 9,98 acres (434,601 s,f) 2,53 acres (110,207 s,f.) 3,02 acres (131,572 s,f.) 23,55 acres (1,025,838 s,f.) Open Space / Pervious Area: (Includes existing wetland and lake and proposed pond) Impervious Area: 16.57 acres (721,682 s.f.) = 70.4 % of site 6.98 acres (304,156 s.f.) = 29.6 % of site Total Number of Lots: 46 Single Family Detached Proposed Land Use: Residential Minimum Building Setbacks from Property Line: Front: Sides: Rear: 30 feet 7.5 feet 15 feet (*) Zoning to LDR and Land Use Plan Amendment to RS is currently being reviewed by the City of Clearwater as Case # LUZ2003-09010, (1) Lot 1m pervious includes: the building footprint, lanai area, pool and pool deck, driveways, frontage sidewalk and sidewalk to front entry & vestibule area for each lot. (2) Maximum building height is 30 feet, lHESE PLANS MAY NOT BE COPIED OR MODIFIED WllHOUT WRITTEN PERMISSlC!N FROM GULF COAST CONSULTING, INC. ROTTLUND HOMES OF FLORIDA, INe 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 13630 58th Street N., Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 LAKE CHAUTAUQUA SUBDIVISION HORIZONTAL CONTROL / DIMENSIONAL SITE PLAN JaIlNa. 03 -00 1 6 f.B, & PO. SEAN p, CASHEN 42505 NOT VAUD UNLESS SIGNED '" ElolBOSSE[' BY A REGlSlERED ENGINEER GULF COAST CONSUL TINe, INC, CERTlFlCAlE OF AUTHORIZATION No, 9774 3 02-10-04 REVISED S1lE DATA TABLE 2 01-08-04 REVISED PER alY Of' a..EARWA lER COMMans 1 12-22-03 REVISED PER alY Of' a..EARWAlER COMMENlS NO.. DATE SHT. [)ATE 17 REVlSlaNS APP'!J 12-26-03 BY ar [ J J '" J o o ~ J '" '" '" ~ ~ g ., o ~ Ii' if, '" z " <1 n: 2 ~ '" g ;" ;i ~ 3 if, ~ z 'j; z . . DESIGNID SPC DRAWN VT CHECKED SPC QC RP I i CHAUTAUQUA ON lHE LAKE (P.B. 9, PG. 52) o f o TRACT AJ ~ -1PR1vAlE INGIDS, EGRESS.. DRAINAGE / EAsasrr . PUII.IC U1IJTY EA8DIENT) (6: HIGH VINYL FENCE I I \~ t~~E~______~ "-TRACT A - ~/ J ~ ~~ ~ : ! t/~ i. ~i. r--- G~s... Yf!I , ;~; u t :l \ ~,,~I~ d J! ! I ! [/ cl ~ ; J .: ,;i ~~ ~ j"'-",- ( ?b't( ~) I ; \, I ; 1J~ 30'x30' ) '.: I '. SITE ../! I lRIANGLE- 6,b' R/W (TYP) " '. , ~TRACT A ~ '------., "--~ ~~. '------."', "--.. '. '~ "" v LAKEBREEZE LANE .__-!RIVA TF: SlRErr- \-- 4 ~, 4 \ , FIRST' AVE N (60' R/W) -..M~blL .. 1 L ! CENTER 27,5' _ ,_ 7,5' SETBACK 25' ! 27 FRONT' 26 SETBA"'" 7,5' - i--r --., ""! SETBAa< i io.. " : '-L-J TRACT C {}' if (COMMON AREA ...-: '. . ':: 1 (), I () EASEM~ : \ --- j '-----.). '-----.) i i I :."}<","1' - , I ; . ' .ICTLANO JU~~~!E:~'H~'e=f]i~"~~H_.'~~J~~," ~',.~~/...' UNE (TYP) / 15' WETLAND BUFFER (TYP) - ;-'.'.- ~ ~ - --- ~ , ~ ''''-, ,,5 , '" MODEL : ...u CENTER 30 i~ : , ;...G 25 ~~ i ~L....J i \ IlUIUlIlG SElBACl< UNE Sf) fr- 29 28 ;' C) ,D 32 . > '~",-,.'; .. .,. "., :"-. ,f--........ ~.,", / . ... " C) ii! T.\~)1 ' P /~;"~!", \\ \ \ NOTE: HOA TO MAINTAIN ALL lRAClS INCLUDING AREA WEST OF 8' HIGH WALL w ::::> z w > I <(: I III i 1: L 33 t -- - (~W1 RAND JURISDICTIONAl L11 E (TYP) ==>~ ~ <-- r---- ~ EXISTING I SURFACE WATER (DRAINAGE . CONSERVA.l1ON AREA)(PER CITY OF a..EARWATER) -- - - " n 1-, 34 , i~ ':" L~ "0 J___ 1 --J. - - 1>--- N N 35 ~ f[ f-. I~ ~lh .. "'l IL Cl!11 // Ii II ( III I w 1-) ~ , ::J "- Ii" ~. J I _ 1., ~/ I !~ ~ I ~ I ,...1 'M 0" (() ,....: ~ I ' UNE (TYP) j, 15' WEllAND '\'\ ~UFFER (TYP) \ ,,'.._..._,.."~'_...,~',,~C '~r".~-"..:::...'!- .:,:-:-"--:"::,'..:__=.J,::::-':."- ,-"--"".d,_.,,,.,...,_ . '~"-':-J":q; _.-':-."-: ~_/ '\... .... - -....... u_ -;_. ..,. u =-. . .'- ... .-.. V ... 9 -=. ; ; -'-'-'-.. .- = .. ~ . _ _ _ 0; - U ..,,-,-, . . .. -'~ .. , ! '<1/'1' c:::) ! r-15' REAR ,__" I ' 46 ' 1/ SETBACK (TYP) LL'- --...-.-1. '0 I rri 1'), 7..1. .' ,.... G ' :> 7t--- ~' I ......... 0- I .-I I I r 45 . /0' ...: . 0 1--.. ~ ~ J ;~37.. r.../ ~ 37 ~ '2,.\9 t i1 1 - DRAINAGE EASEMENT o - 7.5' !) ~ ~')i 1~"~~ /~ ~~\/y) I 5~. ,(..,~~') ~--:-~. .0' i; ~A.. ~ Lf) 1.v,.~ ~ 4>; 17,0'.1 ..._0. ..,.,-.- --' I .~ 0, cQ' -H_ I , >,/' " 30'x30' SITE I lRlANGLE I (TYP) ~lREET I II UGHT J (TYP) -- \I I~ I~~ L/J.i ~::> wO I WO /. II~ 1/7~ .. h \ l \~ " ~ ' l.~'~~.~ \ i Y ./ 7GATES SETBACK 50'_ - "--.- . "TROM EX E/P , I ,............ 50'- ,GATES " .,-. : ! ~~;;~ ....~ ... ; l i ~) \ L...... /1 I- N:\ I-" . r)' - Lf)\ 7 114,8 i l in ~ i:J ~ JJ_ '" v L.- ;? f.'U'. I 4.(\. r'~-' ..-. .. - -~~ '/ 1/10,0' ;~~ , I -- ---- :.. ..G. --__ J./ I ---rr y-' 4' SIDEWALK ~ ~ (TYP) /" ~ ! . ~ I IU ~~t . g/ s:~ ~ :i . 1 . {.4J ~/tfl . /iff) ~ l~ '.~ \ '. ~~ .S7R~~,!JTYP) I ". '. II ~ . --- ~ --1~~-;-~~' .' .., . j ~~. f./I Slb/ ~ f2 ~, .. Vi I I ~<!"e.~ J / 'IJ1__ !"~'-'U'-- -- '-_-" I ~~~~,,-,,......, ~ ~...;.' // 1 i I T 1:..... " ~~. i! ~ _' :' ' " ......_,.~_.__._____ ~~_....../ / ! ' " 4. ,~___ --LA~E 6 ,j U-.:........,/ ' i i "~h i i I~~':' ~l o , \ .i-'--28,6' i-t . \ \ 'l.' 1 io ,~,....: 42 41 - i 0: .".... '-"'-.11 - 16,8.~ 43 40 UJ J ~ --1-' 39 -- - II I 38 BUIJ)WQ SETBAa< I.H: (TYP) r 1 i I ! t'-fl -'~ . . ~.' 1.",. J "7 - I 'i "7 TRACT A ( -(PRIVAlE INGRESS. EGRESS II DRAlNNIlE- EA8EMENT II P\&JC U1IJTY EASEMEN1) <( ::::> o ::::> <( I- ::::>1 <(, :x:: I () : i I ~".. , ;'=-U _.. -. \ , =-0" u L 1 3 5 '<tJ 4 2 .1\ ,i I f'~' i&u/ /<c "RACT B (C )Mu...... """EA ..AS , ~ o \ i ; . ~I--: ! "-J i 'FRONT ~ SETBAa< /) (nP) /~ - p( (' /;~~ ~ I--- i ! , ,~"-,' 7 -, 1~1 ....... -f'-.. N ~15' REAR SETBAa< (TYP) m r 7.5' SIDE SETBACK ~ '., 24 " " '. <o~ "-1 -L 1 ~ I I f 15 N cQ 14 OJ ~II f '0' - - 11/0 I !..- '... V /r-.. /': , , ). M' J.'Ji ~ J ! )1 /J !--rJ~ 20 / ,,- --, '-.~ . / /r- i h 19 \j r - --..... '-... i i 7' 1\;:3 18 o 17 o 'h_, _. ~ .. ...- ---"~ - ..-... i .. -'.. I 23 ] \ 1 22 ~ ! I rJ 21 l 1h. ~O -,- --- " ---. .. r ~.. .'. . . ~"" . ~ \ / r .. '.'7 . .'17 '" 1 I i .? :, ) /" .......;/ . -.... -.... /" 16 - \ ~,O " - ""... t I cz-c ~. '-'" ~--- ~ cQ f ,0 ~ --~- I _~t::!_ ", .w ". ._-. if .. ~-- '-, -L CD ~ ).., i ) .... - - '.. / ....- .ij ~-._-- /' ~? // "'.-. ," . --, < / -...... .I /1' '.- -'rt /'f ..-] '-.- " ...... . - /' '''.. -"- ]! ."." .r I 1 - ...... 1/ --.. t ~.o"-"-' '-..-.. 7 I ~...- - .-.-- " -:--t : C\- i _'0 l~~ - .~ -, " --. . - ...., --- \ 10 8 "'''-1 ..... -'- ~ I I , m m i , . ; D 9 :J , l.. ._ I ."__ in 00.' N .-. " /". .. I - , , 'f , _ 6' HIGH VINYl FEN~15' REAR SETBACK (TYP) I J CHAUTAUQUA ON THE LAKE (P"B. 9, PG. 52) PREPARED FOR: SHEET DESCRIPTION: .,.~)_J Gulf Coast Consulting, Inc. Land Development Consulting ROTTLUND HOMES OF FLORIDA, INe 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 LAKE CHAUTAUQUA SUBDIVISION BUILDING LAYOUT PLAN ?;j ~ .x~v' ;~:~;~ ~y/. .,~~ ./~ .:; 13630 58th Street N" Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 o .. CD N N o ~ )!- \\\" -- - ~ II 1 .I 4 i I ...+ I. .1 ! \ ...,,"',{' , . ).! " ! / .- .... . i ~--r. ..... 7..,:- / ( /1 ., .-..1 , -t _:.:.J i LEGEND 1 .;. -} [0 r- . -..1- /./l . ./. 'f ,<'~:=.~~:~~ ~r/>/ .. . ... ../( .. . . .=-=-- ... .... JO '.,'~ .._-~'....-..- .'."-.. ..- -' "" ..... '," .;)..., ...". .'" -\ \ \ ----;1- :0 .... ...-.- --.. ".... ....:_: j'...... / ,. I {/ ~ n. :_.~ " _'_ ,,4.! //j........"-~ -- i',;/, /" ____ _ '''";~ UlJ#~ it \. \ , \ / \. '--.'_.""~\;'" .q -.;, '\ ....... .".... -.. ..(._ .. __.\ \ ..... A 1 -......... ._, ...-..... ~ -- ( . \ I., ~ f ~ { j / ~---. I '~...~, .... -'- (/~).- --'-.'''A ,,-, .- - ~ l /,.. '. f ...... '" ....:[ >"'i' t' ./ , ". j -...I if' ""-- " ... --A' I- V .~ _A, '_. --. .~-. "",.._.~ _ / Jt i ,I -r- - .... "} ,. , " ,i : i l . . t - i-- , -"'~"'" -, ~'''''-~ -'_.. ...... 7 ~'--'- .. '.- .A LAKE CHAUTAUQUA STREET UGHT PROPERlY BOUNDARY LOT UNE JURISDICllONAL, UNE SETBACK UNE 4 SIDEWALK THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM GUlf COAST CONSUL liNG, INC, --.....~.., . " -, -.-.... LOT No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 "19 20 21 22 23 24 25 26 27 28 29 3d 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 TOTALS (s.f.) Acres SEAN p, CASHEN 42505 NOT VAUD UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER GUlf COAST CONSULllNG, INC CERllFlCA 1E OF AUTHORIZA liON No, 9774 3 3-22-04 2 01-08-04 1 12-22-03 NO. DATE '~~". "- 1 .... .~..... "-- ,,_..... TOtAL LOT A~ !.Ul. 17,454 14.637 16.269 15,690 15,330 15,l392 14:666 20,460 20.051 11,943 12.384 11.702 12.902 12,862 13,282 11,051 11.403 11,202 11.177 10.653 11.936 11.499 18.579 10.2bO :24,309 33,554 16,634 17,430 1/,481 17.251 1/,621 15,583 17,246 15,019 14.318 15,457 19.261 20.573 28,070 29,680 29.262 31,207 12,324 11.308 25.3!t3 22.015 .A . -. ~_.-- USABLE: LOT AREA ltilQ} 17,454 . . 14,637 . 16.169 15.690 15,330: 15.692 14,666 . 20.~0 20,051 11,943 12,384 11./02 12.902 12,862 13,282 11,051 11,403 11,202 11;177 10.653 11.936 11,499 18,579 10.205 20)9' 12.260 8,'831 9, !lGB 9.780 11.528 13.029 13:333 13,886 13.291 12.300 13.829 18,:299 19,519' 11.040 10.440 10,200 12,593 12.324 . 11,306 15.633 10.367 -..-...1 .--...7 <t o I L~ ~~ 25 50 ~ I' SCALE::'l-=50' 100 I 692% 707% 736% 725% 721% 72.5% . 63.2% 72.4% 76.5% 646% 649% S31% 66.6% 66.8% 67.8% 61.3% 623% 618% 628% 599% 80.1% 63.3% 62.0% 578% 719% 56.1% 511% . 549% 55.9% 617% 57.6% 65.9% 66'1% 62.9% l35.1% 60.9% 693% 116",(, 610% 49.1% 5e.o% 65.7% 57.4% 50.3% 668% 80.9% El3.3 . 70.0 70.0 771 67.3 76.5 804 136.0 27.9 36.9 69.7 614 614 60.6 60.6 598 659 613 630 846 80.6 ~.5 426 66.7 143.1 920 700 . '10.0 70.0 964 122.6 121.9 106.1 77.0 82.8 104.4 2128 1/63 728 69.7 10.1 67.9 216.9 794 396 783 LOT UNEr L._ tiifJ lLOT UNE /EDGE OF PAVEMENT ~BACK OF CURB/ FRONT LOT LINE >- < ~ ~ 12 Cl U" d~' GAR. :.- >-- SElBACK ! LINE I (TYP) I - -i -=1.5' 36.2% 402,261 6.02 9,23 AC AC. ADDED DIMENSIONS PER alY OF a..EARWATER REVISED PER alY OF a..EARWATER COMMENTS REVISED PER alY OF a.EARWAlER COMMENTS 'b ~ 1- .. . I i I I L_ ; RESIDENCE i I 7.fr- SElBACK LINE (TYP)-~; I i ~~i , ; TYPICAL LOT LAYOUT N.T.S. LOT COVERAGE CALCULATIONS Required / Proposed J=ront % Open Front Lot Setback ~ Width Oft) (feet}(3) ,HoUSt; A Pool, Poo SicJewalks' Net Lot % Net Cpen l"irst Floo~ Lana, ArebrMlways Imper.4ouslmper\1ou~ Space 1U.l.ill I.tll lllilll Area (s.q Co\eraae Area(s fl 3,247 892 1,231 5,370 ~l8% 12,084 2,445' 969 878 4.292 293%' 10,345' 2.445 009 878 4,292 2/l.4% 11,977 2,445 969 906 4,320 275% 11.370 2,445 969 866 4,280 27.9% 11.050 2,445 969 . 902 4:316275%' 11.376' 3,257 892 1,247 5,396 36.8% 9,270 3,247 892 1.507 5.648 27/l% 14,814 2.445 969 1,290 4)04 235% 15.347 2.445 9$9 818 4.232 35.4% 7,711 2,445 9S9 934 4,348 35.1% 8,036 2,234 938 1.144 4.316 j6 9% 7,386 2,445 969 690 4,304 334% M98 2,445 969 854 4.268 33 2% 8.594 2.445 969 8il2 4,276 3L 2% 9.006 2,445 969 858 4,272 387% 6.719 2.445 969 882 4,29/l 37.1% 7.107 2.445 969 862 4.276 382%. 6.926 2:234 969 959 4.162 37.2% 7,015 2.234 938 1,102 4,274 40.1% 6.319 2.234 938 1,593 4.765 39.9% 7.171 2,234 938 1.052 4,224 36,7%, 7.275 3,247 892 2.922 7.061 38.0% 11,518 2,234938 1,132 4.304 42.2% 5,901 3:241 892 nro 6',842 28.1%< ~7;467 3.247 892 1.239 5.378 439% 6,882 2.234 938 1.144 4.316 48:\)% 4,515 2.234 . 938 1.1444.316 . 45.1% 5,252 2,234 938 1,144 4,316 44.1% 5.464 2.234 938 1,248 4,420 38.3% 7,108 3,247 892 1,387 5,526 42.4% 7,503 2:234 938 1,37l3 4,548 34.1% 8,785 2,445 969 1,287 4,701 339% 9,185 2,445 969 1,518 4,932 371% 8,359 2,445 900900 4,:320 34.9% 8mO 3.247 892 1.275 5.414 39 1% 8,415 2,445 969 2,198 5.612 30.7% 12.687 3.247' 969 1.333 5,549 28.4% 13,970 2,445 969 890 4.304 39.0% 6:/36 3,247 892 1,175 5,314 50.9% 5,126 2,445 969 878 4,292 42.0% 5.917 2.445 969 910 4,324 34.3% 8.269 2.445 009 1.842 5:256 42.6% 7.b68 3,247 892 '1.4765,615 . 497% . 5.693 3.247 892 1.055 5,194 33 2% 10.439 2,234 892 925 4.051 39.1% 6.316 REVISIONS &4,8"10 83,4 9.23 A-..g Width Front Required I Required / Proposed' Proposed . Side Rear , Setback Setback (feet}(3) (reet)(3) 30130 15/75 NIA 30/'30 7517.5 15.0/150 30/30 1.5/75 150/150 30/30 7.5/75 15.0/15.0 30130 7.5/7.5 150/15.0 30/30 75/75 150/15.0 30 134.5 7.517.5 150115.0 30/31 75/75 150/150 30/48.5 15/75 150/15.0 30/30 7.5/75 15:0/150 30/30 75/7 5 150/150 30/30 1.5/7.5 15.0/150 30/30 75/75 15b/15.0 30/30 75/75 15.0/150 30/30 7517.5 15.0/150 30 /30 7517.5 150/150 30/30 15/75 150/150 30/30 7.5/75 15.0/150 30/30 75/75 150/15.0 30/30 75/7.5 15.0/150 30/30 7517.5 15.0/15.0 30/30 7517.5 150115.0 30/565 7.5/12.5 150/15.0 30/30 75/75 150/150 30/40.75 1.5n5 150/150 30/30& 25 NlA 15/150&75 30/30 7.5/7 5 150/15.0 30/30 '75/75 150/15.0 30/30 7517.5 150/150 30/30 75/7.5 150/150 30 /30 7.517.5 150/15.0 30/30 75/7 5 1501150 30130 7 5/7 5 15.0/150 30/45 7.5/75 150/150 30/30 1.5175 1501150 30/30 75/7 5 150/15.0 30/30 7.5/7.5 150/15.0 30 130 1517.5 150/15.0 30/30 75i7.5 150/15.0 30/30 75/7.5 15.0/150 30/30 . 7.517.5 15.0/15.0 :30/30 75/7 5 15.0/15.0 30/30 1517.5 15.0/150 30 130 1.517.5 150/15.0 30/30 75/75 150/15.0 30/30 75/75 15.0/15.0 784,016 620.796 119.572 43.340 66,622 218,634 18.00 14,26 2.74 0.99 1.28 6.02 17,043.80 13,495.54 AIIJ Lot A-..g lot area Area '(1) First Floor Area Includes garage '(2) Includes sidewalk along lot frontage and sidewalk ITom dri\eway to fiont entry (3) NOTE: Usable Lot Area includes the usable area up to wetland limits and / or pond' Top of Bank limits":'OIIl1 wetland or pond area. '" (4) Proposed Minimum Front, Side end. Meer Setblickure: 30 feet, 7,5 ,..tand 15 feet, respectively, ~ ___ po- ~ .. (5) Percent Impervious' Pervious(openSpece),lsbesed on Usable lotAiee , . s.- JIY'.~ _____ Maximum Buildina Heiaht is 30,0 feet, as....... ='" a ~ . ~2Z00~ ~ P.E. No. 42505 JOBND. 03-001 7 4' SIDEWAl.K~ (TYP) I'; I . I 7rA 1 3 - - I t-r-7.S' SIDE 0 ' SElBACK (nP) j I _, I -.J ., !' 7.S' SIDE . .', / 1 SElBACI( (rtP) ':..... 12 /..~ \) '~- - ~. /\ '._- -/\ ~ :::J .... ..}... --.-l r:: .. () ~ $ T.B.& PO. SHT. DATE' 17 APP'D BY 12-26-03 or ::.,.;C~.r:; ._-~ -~~-_... -- i ,:J MODEL CENTER LOT 27 W/TEMPORARY MODEL CENTER PARKING AREA ON LOT 26 SITE PLAN ON SHEET 13) (SEE L~ r~ ;:,i\/ ~::~ t~'j ';. '.~ ".>.'( \ ':-.- :;:<.;";"'.;~"~: s~\E, ,,>.'~\ _~ ;I,',<_~"~,_.~~\.,i~'.'~',.;_'~;~:~~_. .' 1:0,: . .... :i'd ,!8'd(i J~~,.iJ0!) ,'~)I: :~::T:~;:;~':\~:; \~~\~~;','": j'9U.:l ~fJ~S /_.:1;::\. ''v, ,.1;=) 'j':H ~' 6' HIGH VINYL FENCE :B9.lJ5 <~;l/ <9./~0' '~7' , ,'~) i,'" \~';~i ~,,:.' ~~ H , '.' Q'" #leg \f~' ..' f288 ~.J\~YTAUQUA 0~21tii LAKE (P.B. 9! l~752) r ~ ~O' ~/?,,,,. P f'D5 I'D' "'73 ~" 0' ~ "STAKED SILT SC:RE"~/N,.. (TYP) ",'~, \.'.~' '.' .... i';:i1J.~ yo.. .j>1" "I .. .. ,L'\ ',0' ,i_" .. 1 /. _. ,,\~'" f )" ,.)j~.1'l '\, ,-'U ,J.. 0,~ - '\ ( -1';' \ /i . v.~",."."",,\, .~. ,... ----:-.~~ -,_-- - - ~ - - - - ~- --- ''''_ ~.'" - ~ _........... _ _ " " _ ...,. " ',"" 'V. ~""I - '6::' ;'f.., "....;.1,; ;-, :, ~ 1\"lf(4J 'r~' ~ - ,"" ",w. 4r SIDEWALI("TVD\ "" \\)((0 ',,,q- T -" ~ TR\I1.<&lr ~'/7-' 9:)' ~.~ !>'.'.J\T ~....~ >- '~"'\. "'~' ('~ Jr '7T - - ;;:p-- -- - - ""'1- , , _ ........ + ~ ~+ " '~\ \~., V / ' ..a ... f271~~, 'r." / J ,0 ,,'" /' . _.' I. -40 .+... + .. + .. ... ... + + + +, 4 :,.) , i it. ' ;,' 29 ~c,' " . ~1283 . ~f'l....,D7 ,----./ .'~" 26 . I.... ~c;.. ._' -12 I. ~ ..', "-,, .-' ,,, ." ,;'" '~ ,1,.:1,'>-':.- + + + + + + + + + + + + + + .C.' ',' :,[', , ,: \ ~ CL EL =".,~~:7 .--91-?0 _,V \', '" ~_~ 332.1 /__~~~CT_~. --..=---tt', ~'"' 'l~ __.______PRIVATE i3 -...-f5,~p STA 2' + 1 ~;.. .~ ./ 1>7 I 18 ~" '" ~ .(>.,,}!.(,~. """ ":W"c ,_</'\ . L~'~' -' + + + + + + + + + + + + + .,/;. ~ h, .) '-. .. .,....,. _ . ~. . '3. I ',.-", ~r==1 ,/~' ~ "'- ~... + > + + + + + + + + + + + ,- / J: R n~ ~ ' J Ail ", 3~ 4 ;;;. 123J/~). ~ . 0.... \'4 + + + + + + + + + + + ....; 10' r...,'\:-".fV'I,[~.:},-:" ~'" ,: TRAC" A~ _~~ : \.. '~ I ~ ~ 7EASEMENT.PUB~cun~:r/EAsafEN'I" "'.. ..._. EET n'''J!. ...' '\. "", ~\,\' "'., 111,4, ^ \ ".r g'- i1W-l~ + "'-:--:1: + + + + +,+ + /,.}', 1 ," 1'I,',\r-~..)".: \'-, ,,-,,' ~ "'<t9/~ X.; -~- 7"'-1 -, ~ r --..".,.,...,.....t, I '~\' \ i'\ ; ->" '~, 9~"""" ~.............<. ~ /' /",,~',,~ :)"~_"ll;'....' ,~'-,..,' _~ B .90,5.0 ~,-. 'j-~' +++:+1~+'~,~~:::,,#~.4~+++ "/"~.)~TLAND BUFFER 't.,'., :;',l.. (\ ~~ /~-'~ :\.~J; :~):~ ' L ,~. V;7' f,~,! ","I~f\ ,'.;'j :A." . ~;J ~\)1 lIJ 0/, \.' ~ (, I ~' ~~~ ~"~S' " / /"" /"" '^ "~l.'" ,.60 P ff"!::\)-.. \ '!;"~./ /1(.' ',v" ,) It:j:' -+84rx-......."'~t~ .._]?Q,;,/,L." (15'MINj25'AVG I "1'" '..( ,PRO) m.r, gl?"" "j ;.1 '\ V \ V ,I: 9,g. ----:--.........,..... ~'\ .. ~~'- I :Y!-' ~ . ^"I + +/,+. ..., ~ "",U,.p- ""1'> :r,,: ,'~i~'''' ,- . ./.....- ;+-.... --".-'- 0-- ----)(. ~"'1. + + it!+ ,_ TOEOF'St'1fPE'I REQUIRED/ 30.8' AVG : \J ,: ,\' ~\ r'f 1:>/ k4'~' ,~~\ 1~' PRIVA~ S1D~AlK 1& qRAINAOC .4!3( ,:- ~' (:," p.."c (";.." :8; ':,,-,1 r l' 1--,,; '" ..... , -11 \-/'~ / '11'(\/ ',,) 'J) 112,/ {/ o.~., ,~ 1 ! + +</+.... ),cV~ ____ LIMITS OF FILL WIDTH PROPOSED) \', ~f.. 15~' ~.~~~ ((II . .. ........... . I\l Vf', . & PUBLIC UllUTY EASEMENT (TVP , L...-T iO / ~ ""~ ...... \.\. \. '"'lJ{ (('j".... <ov . u,~ ~~~.. ~ .~ . . ~--- ?' - ..,.~ ! 'MODEL'. I \ I ~~l . ,"5',.- ,-. ~~" ,.~ " '5\" ' .~ i '. I. .,..c >!). v. +~" .... . ..... ..... ...... l,l\.\~ j~\~:~'-4 ",,: L ,. CENTER'; JJ"'-.:,i; ':.JJ~E~~~fj ~" 8.5.g,,\::. \. ~ ~..q ."/~;3.~/1ftS:;,"~1f;:'I.f;-~~~L..... ....... "",,\(, ,~(~~{,~:f;~~.~":F}~~.4i0 \i,~~f:>~ /'/::13 : ~6 -~~'3 2T '~\f3~r, . ~~tl,VI-1291"lc>.<J~~30"..' ~o~ij 1 CO~O~fS~ ~ ~, . ~ ~:~ \!R"Ij~)~ \~' "'~)(i"-'iff/':: ,""'-'," r\~ :'!:+ +",0S WETLAND JURISDICTIONAL , "" 1, I i ,~~~ IV) ,:r ~/I .~:-.. y ~ V , ''J(I ..::: ~ ~S'~ ~(7" i' y' 0 ; X ..1 ~ + + +,z LINE (TYP) . I ,: ~l ;1S~ ~ L d' ~Pt i B 92.BO · B 9~30 ~ ~;, > B 92.00 B 91.70 ' \\ B 91.30 . r-' rJ11. ,,"''' ~ . - .::; "' m"~ )/;:, 9:!>o:'4t "l? 1 ' 1 -;Jf-I B ,I'~, . 1.~ J ~ 4<1 :::::::: :'~\\ .i4,E"'i~~" ~/, ~...M~; . .... TRACT C , ':, .", . -W ~W ~ ' 18 9O.Blf!.___;,.. ...,:: . r,\ . ..... ->... ~;5~' ~j 88 Ii ~tb'd07. / . 5d;~ 'b~' ~ + + + + + + + + +,{+\:\ ! \.... i: \'" I,/~l- "".J.rz,?~O"'--""'O,t' '~EASEMIENT)~ : \, --l"~ K", { , \ , , . L" 9.7_ /' ''5(,~, "'l,!4<~,giR STA.22 ~: ---'\ ~\t--lj.) ~ 'J'~ - .~~"- -,' ,~. + + + + 1+ + ~-- (60' RYW) \ .,~~,.".n' (1\.)~,~\,".Q.~~~.-: \ '"'---/ '---r'l(xlF "'--~.' D'- ~ 7 '" J'<\"~".'.~L~~9.6J}/\. \ ~,,,\\ 0 ,.,,~., i ('7 ,., ~ ,,-s/-:~'~I.+:++:t,>~:+:tj:+:~J.._. "~,~',:", J?~.) rJl~"'" __.1 -, n\ / ' _ _ ,', .- . '. .. _.' ~~.. .___ ..;'~ 1.,.~,.,,_ . ... --. '_.- .-_ '-'AKED SlL SCREEN (rtP) . -_/ ' , ..' ~ /' -~ r.- \ \. Ef; ,/ \~K" ..' \.J ~ ~l ',> 7~ '; lP SIA 61+74,52 /'~. y J.i~~ + + + + .A- + :r_/ . "",.'",:{, .:- 0" ,Y-""S<'..-- '.0 ~~~ -/f......~~!Sl5 fj) J~)( X " '. ~ M#l79 .~77f ~~~~"'--"~,,: .- " . I ._,... \, 27" ~"L '\ " \,11.! III ;, n88.~J~ . _j- .~~'! I !N-I 1 ",l +~. +++!~-':~.:~'7-'D.,_.~~I~A...G(&...' C...oNSERVAllON AREA . ,w[~: v~ A 31+b9,8 ~~ g"o, (I~in ~,. . -.;r', i . -'-0.....--, H.' j~~~.. ~f .-~: lEP..... ',-.." --.-.. \1l/ / . ' '-, I ~ / /B" '91.20- ".- \ '" ~ ,~"\ .; (\ . r-..,!9.f{~'~ft/:;',] '~~ /1 ...1:' +++...Eq.'.i::~(PER CiTY"OF CLEARWATER) , :-'~ 'lj /, ,.4- _~~!I!!~~t~~: ._'ri:~::~~'jj. .,,~ '-~2--'1" ,~ . I, .j,., 'rl:'!f<'1041' ., "-';J..:..:arJ~.~'~(j''''' .' !!~-~. ~.-fIIII'!';'" ~ ,'-- '" ' I.".... :'(J-(~ ';D.3' ' LX ~ -- !. ']II'~ ....,..--- . ~, .;_. .t-~~ll' ."'-Lf~ ,-- -~~1"'.!"Ab. I. ..' .'. .W"'_ ...-.---.'." x~;~~. "'-:';'~~~"""""~~""'i'~ --'-' .~~..- ~l.., '- ' 118 119 \ :~!'-u-\ ~.,).'-'- ~\'\. 9" <~ 1;1')(~. \ r ,I~~'-'- , ., , ~ > \" 'f" "T'J ;1.i ',:",11:' 'iI;". :,',;S'f';.Uli ';'~'}"!'>~'" LINE (TYP). ,,/~J 88.22 " ~~8 dl. - "" "" "" "" ""/ "" ,Jl'd~5<- ',' OJ __._..-/.. \( ~ A;'$.'><~~" \fL,\ (~<?;:") IU'/flJl./ 1251~r ~".:. ,,/I' +++~ '\ '.. M" L C ; , J : :' i .,1 j' .~'T' ~~89,18 ~ "- 15' WETLAND BUFt-t.tc ~ (p~ ""c. J3~:~K-~''''' "" ~ ~, \ ~.. - ,," S5( ~:~ ("~" '. I ',-?;:~ -Bf~~~."~ /.. it.. ,g~S _ ~"t+.+~~>;;~J.~ OOL C.?~NE~ 6~ fJ/W! ~, ,i 0C.;':r/.' 31+41,6 ... c: 89.22 AND REAR SETBACK (TYP) "" ,. "" "" "" "" \-: 1~~ \ '-, L. . ~ " 4 ------- ('. \ ~ I 1""-1' ~~:;;> ~ .I- / / A )(."'-:"1 ;, .90 . ..'J..z-..:.. +~/ tl_; '::\ \ . ... ,i J, ! :;~<)1 .~;y '~j Xlij~iNTAIN 12' x "" "" ~5J9 "" "" "" "" \," '. \, \/~.~ m'" ,.....~29 r-:~' @' ~4~A, I,) .IP 0 ~j' + + Y ,~ '... \ i :, t,;~Ci " ; "~~,\;i>...!~/_.~::...,~~;,," UNDISTURBED LITTORAL ~ AR ~ TO BE EXCAVATED 85.72 1\ "" "" "" "" "" "" "" "" "" "" "" "" "" ~. \, /':. u' \ ~3 ~ll I~' '-Ij<??~~'t1~/P ..1> . .e.j "~i' / 2S" / ~ I ~ + + +I +/._~\ ." TOE OF SlOPE '" ~: "I :', ~ . :__.~~~ ~;~' '):1.' '.G" ~ @EXISTlNGTU!tm:.lWATlON80,OAS-WETLANDJURISDICTlONALI'E2"""""'"""""" "" "" "". ,1" . ( E2 ! B 91.10 ~. __..,,", /Q& .. (/';Jf/ / /j~7/~.1l( r~"" j + + + ~II~~{+}:O 19 ,,~L1MITS OF FILL --J i,,!. ~//.~ "'h ..~1 GROUND FROM JD PART OF WETLAND r:L1r~E (TYP) ... "" "" "" "" "" t.~ / 9 ), \, /7 au ~ ~\j. I B 91.~~ Y I_ . + + ~ +p~ ') :'l.~ -TLAND BUFFER .;;2: :';1 ~:r.<; 'Il~( I ';~~ !:~?:.,(, I'......;i "L1NE(TYP) ENt ANCEMENT PROGRAM- )L.. ./ / "d "" "" "" "" "" "",~!'G:. f<', ' '..., // ,~TATION EQUAll(~~\~_ ---';, ~---l] ~ / ,,' \1 ~Ir ."--- "-')" + " . _...._/ - X /"';1 h5'MIN/25'AVG REQUIRED/ w"~:. 1 ~' . I'"~ " ".' I J' :;:<\ 'tt.': x ,.' (SQ f?{~ .,. r '~:.' X8~19.. .,....,. ^ "" "" "" "" "" ';;.,Y.. ill, " / STA 21+80,53,~ ). ./ f \ .'. . ~~ :" ~ f' . ./ '--.f'~ TE: ><( :,' i ': ~1~ !: ,.)~~~~~\" 88,6";:~~:5 :j~; ..,s"'::/::~.:'~8;9,~::~,~'~~::~)~:!~~~~:\9:~4~:5~:=~i~:?~ (:~~~~~~")j3~~J',":.:::_'$t ...: :,!I'. Il'1;, -. - -LINE (lYP) '. i~ \ / ./'~L:- .:.~~:i" ,~:gf)ll6" ,J ~ ~ .. {:';.~ v"'" _ _ ! 91.0!~.... 90. . ~:+ .0.) - / 30.8' AVG WIDTH PROPOSED) I&. TO I ' : "'.1.11\ *. . .,. .., X88,21. ""'l";.~<r1i1{:. ~I' ~'~.'io.16..- '~ '>"'of j /.... ,J~' *8""." ~., , " ,., '., ) It .S ~ ~~ .."!. :.' O.~." '1'~ ~~ ~ / / g~~ (, ""~ \ ~ ~, \,::l 1 -, . 90':'1 "~+ + j .f" i- . ' ,i~"\ ",' ''''~51 ..,"~ 1. :~~ ~'; / J \- ~'~"'" '1.6 I eI, / M:~; ~;4JI\IG"I$U f\A ("(; 1'\! .j' /./"-. ,-' u -.. '< """ n' f'll Yo ..~ ~ "! ('-: :~ + · + t! ,,,.( <,' . ... . . ';).~,;, T i / \ 7.74 r HIGH : OJ i I j :,' \,; ", '1.1.78 AREAXPfR CITY Of ClEAR!,A lEft) I M SE:~ROSS SECTlON (;.,~W(~~G DI:A ~.:c"~RI~R+ - · - - \:" :. J % 90. 70 r ' ': ~ jb.<p-"~~"oo.,,:,~:~ .i: / ! I +++ + + '\." S IMENT SUMP DETAIL ON SHEET 12 - - ~. ~'., fl'~ - ~~- ~':: x'"" ~ !. /~l u~ f ~)J ~,~)'~ .;,~, =~~} :9f~ \I';!~ ;: : :l," "y FLOO:~~~=~ 3~~Z~ TION BOTTOM EL = 84.65 J ' (' ^./ ,", '.. '~"."l _JJ ~ ,i~Ht ~ / B 9080 t'bl ,/ " . 'J ;, AI D" ~ .I' _'e_ - - ~~:Z il( /' "." /""'fj. WET~ND JURIS ICTlONAL. MATCH " -'. WI . ... ~: -~> i ' ~'Y"~:.) ,. .;.. \ ;-. .~,) ,:" ~~E~A~L: SCREEN (TYP) LINE A _ A '.;. CORNER OF POOL o ~ 20 I I SCALE: 1- =40' 40 80 I - .~-~ ~~ :....\ c c'~' L .7 7 7 I '7 From Structure No. To Structure No. Description Structure ST-2 Type C Curb Inlet (Single Wing) STA 12+06,88 (14,00' LT) EP EL = 91.21 IE = 88.00 Structure ST-9 Type C Grate Inlet Grate EL = 90.70 IE = 83,15 (E) IE = 8 \.50 (N) Structure ST-15 Type C Curb Inlet (Double Wing) STA 20+81.34 (14,00' LT) EP EL = 88.50 IE = 84.30 (EX24"x 38") IE = 83,80 (W)(30") B + + "+... STORM SEWER CHART Structure ST-l Type C Curb Inlet (Single Wing) STA 11+64.83 (14,00' RT) EP EL = 91.45 IE = 88.20 Structure ST -8 Type C Grate Inlet Grate EL = 88.70 IE = 83.40 ST-l ST-2 ST-3 ST-3A S T -5A ST-5 ST-6 ST-7 ST-8 ST-9 ST-I0 ST-11 ST-12 ST -13 ST-14 ST-15 ST-16 ST-17 ST -13A CS-91 ST -20 ST -21 ST -22 CS-90 ST-2 ST-3 ST-4 ST-3 ST-5 ST-6 ST-7 ST-8 ST-9 ST-9A ST -11 ST-12 ST-13 ST-14 ST-15 ST-16 ST-17 ST-18 ST -13 ST -20 ST-21 ST -22 ST -23 ST -20 52 LF 18" RCP @ 0.38% 200 LF 18" RCP @ 0.25% 16 LF 24" RCP @ 0.62% 132 LF 18" RCP @ 0.38% 114 LF 18" RCP @ 0.44% 95 LF 24" RCP @ 0.32% 32 LF 24" RCP @ 0.63% 200 LF 30" RCP @ 0.25% 120 LF 30" RCP @ 0.21% 28 LF 30" RCP @ 0.89% 32 LF 14"x 23" ERCP @ 0.63% 104 LF 19"x30" ERCP @ 0.29% 156 LF 24" RCP @ 0.19% 184 LF 30" RCP @ 0.22% 44 LF 24"x 38" ERCP @ 0.45% 160 LF 30" RCP @ 0.25% 72 LF 36" RCP @ 0,28% 40 LF 29"x 45" ERCP @ 0.50% 80 LF 19"x 30" ERCP @ 0.25% 12 LF 36" RCP @ 0.83% 142 LF 34" X 53" ERCP @ 0.25% 40 LF 34" X 53" ERCP @ 0.50% 156 LF 34" X 53" ERCP @ 0,26% 104 LF 24" RCP @ 0.29% Structure ST-9A 30" Flared End Section IE = 81.25 Structure ST -16 Type C Grate Inlet Grate EL = 89.00 IE = 83.40 7 Structure ST-3 Type C Grate Inlet Grate EL = 91.00 IE = 87,50 (S & W)(18") IE = 87,10 (EX24") Structure ST -10 Type C Curb Inlet (Double Wing) STA24+10.51 (14.00' LT) EP EL = 88,50 IE = 85.80 Structure ST-17 Type C Grate Inlet Grate EL = 89.70 IE = 83.20 (N) IE = 82.20 (W) Structure ST -3A Type C Curb Inlet (Double Wing) STA 42+32,01 (7.70' LT) EP EL = 91.20 IE = 88.00 Structure ST-18 29" x 45" Flared End Section IE = 82.00 Structure ST-4 24" Flared End Section IE = 87.00 Structure ST -11 Type C Curb Inlet (Double Wing) STA24+1O.51 (14.00' RT) EP EL = 88,50 IE = 85,60 Structure CS-91 Control Structure IE = 84,75 (See Detail Sheet 12) U~WA to h'rJ.....ultf l.;UN CB.QL AND ~Y("A \14 In)N PI AN Structure ST-6 Type C Curb Inlet (Double Wing) STA 16+86.95 (14.00' RT) EP EL = 88.50 IE = 84.90 (S)(24") IE = 84.40 (W)(24") Structure ST-13A Type C Curb Inlet (Double Wing) STA 61+70.46 (39,79' RT) EP EL = 88.50 IE = 85.80 Structure ST-22 Storm Manhole With Alt B Type J Bottom STA 18+69.67 (16.0' RT) Rim EL = 89.65 IE = 84.10 CONlRACTOR TO CONFORM TO STORMWA TER POll.UTlON c!c PREVENTION NOlES AS DETAILED ON SHEET 3. IF EXISTING SURFACE WATER WEllAND IS TO BE DEWA TERED FOR MAINTENANCE AND EXCAVATION. A SEDIMENT SUMP AND EROSION CONlROL/ ENERGY DISSIPATER DEWA lERlNG AREA MUST BE EST ABUSHED AS SHO~ TO ACCEPT THE DEWA lERING DISCHARGE. THIS SUMP AREA MUST BE INSPEClED ON A PERIODIC BASIS AND MUST REMAIN INTACT AND FUNCTIONING PROPERLY THROUGHOUT DEWATERING ACTlVlTlES. AFTER DEWATERING ACTIVITIES. CONlRACTOR TO INSTAll. DOUBLE STAKED SILT SCREEN AROUND UMITS OF EXCAVATlON AS SHO~ PRIOR TO ANY EXCAVATION COMMENCING. AFlER DEWATERING ACTIVITIES HAVE CEASED, CONlRACTOR MUST INSTALL DOUBLE FLOA llNG TURBIDITY BARRIERS TO REMAIN IN PLACE UNllL ALL SEDIMENTS AND lURBIDITY HAVE SETllED OR DISSlPAlED AS DElERMINED BY THE ENGINEER OR SWFWt.4D. LEGEND Structure ST-5 Type C Curb Inlet (Double Wing) ST A 50+72.79 (1.68' L T) EP EL = 88,50 IE = 85,75 (SXI8") IE = 85,20 (N)(18") Structure ST-12 Type C Grate Inlet Grate EL = 89,00 IE = 85.30 (W)(19"x 30") IE = 85,20 (S)(24") Structure ST -20 Storm Manhole With Alt B Type J Bottom Rim EL = 90.00 IE = 84,65 (E & W) IE ~ 85,20 (N) I B 1:~701 LOT NUMBER LOT GRADING TYPE c!c MINIMUM PAD ELEVATION ftJ~ >f'~V.. ~ SPOT ELEVA TlON WITH HIGH/LOW POINT SPOT ELEVA TlON Structure ST -SA Type C Grate Inlet Grate EL = 88.50 IE = 86,25 Structure ST-13 Type C Curb Inlet (Double Wing) STA 61+56,59 (35.72' LT) EP EL = 88,50 IE = 85.60 (EX 19"x 30") IE = 84,90 (NW 24"XS 30") Structure ST "21 Storm Manhole With Alt B Type J Bottom STA 18+95,78 (16.0' LT) Rim EL = 89.75 IE = 84,30 . ~ STORM MANHOLE W/ PIPE DOUBLE WING CURB INLET c: .....~, SWALE WITH DIRECTION ~x~ SIDE YARD SWALE ~ SINGLE WING CURB INLET PROPERTY BOUNDARY Structure CS-90 Control Structure IE = 85,50 (See Detail Sheet 12) II . ~ ~ l+ ... + + + +1 + + + + + + + + + + + + + + + + CONlROL STRUClURE LOT UNE GRATE INLET JURISDICllONAL UNE Structure ST-7 Type C Curb Inlet (Double Wing) STA 16+86,26 (14,00' LT) EP EL = 88,50 IE = 84,20 (E)(24") IE = 83.90 (W)(30") Structure ST -14 Type C Curb Inlet (Double Wing) STA21+15,34 (14.00' RT) EP EL = 88.50 IE = 84,50 (N)(30") IE = 84,50 (W)(24"x 38") Structure ST-23 34"x 53" ERCP Flared End Section with 6'x 8' Rip-Rap Sump / Energy Dissipator Area IE = 83.70 FlARED END SECllON -- -- STAKED StL T SCREEN MllERED END SECTION . . FLOA TlNG lURBIDITY BARRIER BUFFER AREA ~ . . . J "" ~ "" ~ "" ~ "" UTTORAL SHELF AREA ~ SEAN p, CASHEN .2505 NOT VAUD UNLESS SIGNED & EI.lBOSSEO BY A REGIStERED ENGINEER GULF COAST CONSULTING, INC. CERTlFlCAlE OF AUTHORIZATION ~o, 9774 !S 3-22-04 ... 02-10-04 3 01-22-04 2 01-05-04 1 12-05-03 ADDED MODEL CENlER REVISED PER QlY OF a.EARWA lER COtAtENlS REVISED PER SWFWD COMMENlS REVISED PER QlY OF a.EARWAlER COMMENTS REVISED SllE PLAN Se ~.. ~~ -7' 04 ~NO"'.I:. No:. 42505 7 03-001 ~ "':~}.~. -i. ':r;-:.-.:;)/~" PREPARED FOR: SHEET DESCRIPTION: THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT 'ARITTEN PERMISSION FROM GULF COAST CONSULTING. INC, DESIGNED SPC Gulf Coast Consulting, Inc" Land Development Consulting ROTTLUND HOMES OF FLORIDA, INC 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 LAKE CHAUTAUQUA SUBDIVISION PAVING, GRADING & DRAINAGE PLAN r,B, & l'G, CIITCICID "'~f,~ ?' :, ,;.- 13630 58th Street N., Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 SHT 8 17 DRAWN VT <(~? SPC DATE' QC RP NO, DATE REVISIONS APM) BY 12-26-03 or ?5 .~,4 ; I .~8Aij J C^'~"'):;~::~'9? ~ TOE OF SLOPE (TYP) ."".,~,.YoRAINAGE & CONSERVAllON AREA a ,'7 (PER CITY OF CLEARWATER) ~// FLOODPLAIN MITIGATION AREA M-2 AREA = 4,619 sf BOTIOM <<>> EL 84.65 UTILITY (SANITARY I STORM) CROSSING CHART MA TCH LINE A A :E <( o ;0 ~ : f IMI' / ':'7i-I-- '79,37 EXISTING SURFACE ~ATER MAINTAIN 12" ,. R~TENTlON POND~~~ 20 \ ... ... ... ... ... ... ... ... ... ... ... g~.~)') ;.'j't ,-' /~,'/r I ----WETLAND JURISDICTITl7AL (DRAINAGE c!c CONSER AllON UNDISTURBED L1TTORA (Y1TH IMPERMEABLE PVC NER) ........ ~ '!. ': (,\ '" ...!f 'I LINE (TYP)'$9.52 E~WNT) AREA@EXISTlNGGROLNDIWI..=85.75WTLAND J ~ISQlCTIDI AL ... i : ~ , ~rG }' FROM JD L1NE(TYP) , HW,o = 88.05 LI ~E (TYP) ...... ... i ifu\'. -' x ) ~~ ----- EXf""l4\/ATE 8 ~HW. = 88.39 x,.., \+ ... ... ... ,.. , r. ': 89. ' ~"81.97... ......" l' . ,. ,,!,I"'" ,c;:c;: ~ W1nF'tfi~IU OW P BOTIOM 73"08c 83 \...... ...~, i . ,88. '!(:J , ~~ '.:, " ":. . _ ,.', __ '.... ' ,<... ... "'~:lI 1/',............ ~...,," ... "(........ ,........... co. \ c i ft/f: ~-',~i~{l~;~'UC~~iif ~:=~~;)(\lf -~, -':':';::0~~~Jt('K,.;3?.o:.~1t"!;9\:)":'-'\~". " ,.. , I ! ~. _ f j F\J ~~. ;- t,\:. _'~ ...\ 7 ~ (' " HI. "'I"":~">~":n I'J1LK~i 93,1~ ~> ~ )( ~ bi...N~O~~'e- ; )( :'- / I '~: a1=;~ND, ~.: ~d ,,/ / '~-\1 ',t~.:J.I.~~.":_'-f~}~~;"J_.8.;.....A-;r.. 1"';/:16 ..... ..i~A ';'-:+I+A ..... ...2 ''':<j '\J\~ ,-~"IIIf" :~/ \ ~ ,~.:~\r.IttOM '~'~oll~-r.-~ DRAINAGE \./', _, 'rj / /, r;:- ~ 1111 i~ ,j++r:t;+1 I \,1'. ,,~"""-., '\".f.\- ~;:'.~,::~~,~,\P:O 4cl~~4cl ~ 2:1,,/ EASEMENT ~'!......J ~.~. 'I ,/IBI:!30IG .'Fi'-J~.'i~"'" ~k4:.s.,.~ ,fB 91.101 Id:~~8r:-/ ' :';,J : 'X)"'~ti.' "~~~~ .... ,r r (~; tS1ft....p ~ I ~.0 __I i >8'~~ -- 0 1 ~. ~'O\;f; ,,~/' "I .+++++ :,.~::l; :J.,.; I"I,~, s' ~~\i 1: ~'. ~.M!"~~.,./,.".""'" .'//.~ \"~~ ~... 6-PVCFlOW/IN .........:'\. =--- --~_ ~~~' 1";~21 '( 'ltI', . j_ :~. I /', .,89,."":+ 'i.,. J 1 ... r : ~ . ll~ .... A ~~ 11), ST-' ~~' ../" '., ~ . I = -.:.... 2: @-9~ P~P~S 0 25,7 O.C.7 ...... ~ ~i ~ I ~ I ,i..~ -,48' PRP~A.l$ SlDEwAI" . '1'X- ,,0 r.J' + .of. ~:". ~', f"13C~~,' O~1o 1:,"/ .. ~.~/f.:~i,l" I"~ '-I t:lY4.. 8~.n '.. 8. . . . .": . .. '7:""1' ::-. '<is{O~~-2 _~.'7 ...~~~~ ~"tE~Lj~~U~Ur5rU~~w~EH~~~'~~~~f:..r;~~;\..' ., /1 .,., ^'..... AC) n..\ ']j ~84 /)( ')f . . ". '\ , :/ 11 E.A~"r-" ~ _:_ ,,/ " /] ,.." + + + 4' SIDEWALK :, ,', i 'I )(~6" ! ~./~~~ " L V ,7It'- ~ f~'-/ '. "r ~ ~'l), ,1 ~ 1 I I i / V ~ ,r\ : i 3iJ---..r- / 71,.t.1-~' :R1A.00 ,:' ._ ~: +: + I ,I) i'lf~ ' ........ "'. ,V ......." . 10>~ a I\... ~ L- - I \ .Jog .,h, 9 30 I r' ~~.:'1.:.,:, ~~....Q1r ! :1M(! 1.. INAGE .t UlJU1y f'~' . + + . (TYP) :j?,1::"~.' ,':{':) 2.:: ~1-' ~ ~/:'r .._', S~A 411~,~ )( - ., ~';~~.l @T~~9 " Ie. Jii\.... ..' '''\ D 1. . ' ~'/" '. . _ ~..A i1 'i7 n.JUIf' ENT + + :, .. ~ <I- · r::-~ 'I. I ~C,44 di ~ I Is .... I "'~O S~:;"'O:L, I ~,'(\ \~ . .... . / ':,~,.. , 8~~+;+ u'l,r;; (l:':'f'l 2', J".~~~J'{~~':;~/"M~'".~~ J:~ I~' ~ (.,C - ,Ii",' 'r: ~\~N. ~:~;)DEW~LK '~! ;'c_) i-- ".' '8.'~ 91.00,;r/ }~T +::+,~++ " 01,,,," ~if:. 'r.' ': I , V~ n; '-~.,.. , I,:r--') · '\ ~ '.' fl \, I c: \ ;;". j ~~.._)~ I i~+'..." i+ + "": I'i ':1 .~:~t,\ \, 7'r~ ~ ~ ~/. ~)a ~ id~~o I, ~ ~ ~1:~~501 k ~ VI B 111i.i)(, N" ~ ., ~ ~\\, ~\\". ("fA I ~~ 1 ! t!~1 ,. ": .~;;1 7'\u 8~~::::+ ..P'~..C,\I:i 't/,>,,!'Lf .., ~ ,~~. 't..:. .~:.i~~._._ ~,,:~ 938 ~ /J I'~ I~.$ ,~j' ~: J ~39 ,/ ~~" ~ \~ fli\ ". 7 ,/I 1.,,/\\ ,;, _, r f,' ,:T'" :,'"'r ' , 4 ~!" '.,' .""l~ ~.~"'~ ~,"' l/? I \ ~ ~ CJ'il','oV ,J{" ~)I" , . "n~... niB ~~~70 j ~. '~ ~b~, \ ~ ~"\I ,/' f '~l-~t::-' \131 ... "...:'; (r ~.t: :i: :+ ('Piil :>::!':~i' " \/i \~, , "~ ~ ~' .~: 'V~Y Gum-~J"_ ,)L...i;~ )( -11 I t~; I'RIVAJ SID ,.J 'J )( '-I ! '50, ~ \~. \ :..J.. \~too B\ 90.801 'GJI~, ~ 98]::: 'i',> 'L' ":;r::"'~~i ,:.1 . \0/, I I '5:: ~ ~I}l; ~ ,~+30 1r -,S':,I';S~~~' :, b""':> f~1 j -.~. jy- _ A' ~ ~PU8UC unu~~~ q~A'NA~~ / I 1> \. ~'~"'c' / \ ~ {\ J!.1 . IV )fGi~\ _ ~ ~7\ ....' + '. I l. I; t, ; ," "^ ,r"" '" '~-:- {) "l:::.I-~' '" ,. ~ ". : V7 .\Jr -~. ~ENT (fYpl / -.. I, .. ~~ .J \ ..... i.'! I I fS4 I "c' \ 10' I 89' IL. + ;+ +~~ !~{:::;T /\1. J~, i.: .' ~ - \<:'($ !.~ ~\\ ....... ,r ~,. '" 1Iifl(;l!',' ~ ~ K. ~Qr ~ ~.,.7' ~ -.Z/.: ~- .~. i , ,_~~ :.-'..,'1:(/; \i' I, ~ .:~ -- ~ ...t:... I ./.! .. 'v / 'I ;:,1.]" / .."-WU.,,....' ,;.YJ7. ii" ,oF ~". +-1 + '. ~:",);\t: :;;';~ ; ()\l'\)~ :':" ~:; \ v ~~ ~(\I'\". ~ ~ ~. ~..... \ IJ8 \ ~ ._ IltJJ. A + ~ + ~t ~)~.~~) \\ t. } ~ ,'",' . ,.- ,..'. ".'f." 1-:~ ,'v 'il'i-",,_ ....... ,,-' _..l ',l76' ' "+-: 1178. ~a:PU. U U'!Y, '5' i:/~ :, o. .iL::j ~~' t:: 1 . P ", ' ___ ~ " ' \ ''''l "1'''" \ , ',,! ' "' l~ . .:; \:::. 1.~t..:..\U( ~-~"_\; . i''';''' ./ :!\W T)t~~".' i . \ . r, . I, ',i g ~ ') "'r.' J.,,," " ,. RIVA TF: ~" - ~..,~ .. (~~'/~G€' \ ~. i. .. R"' .1 ~+8. 9 '~l -'~ "a, ~. jr; }.. ;," -. t, r-.,',.')'J ~,();, -"'" '..,' .r ,~_.IIo.,,, !:I{ ~ "- r ...:...').b~'1182 I Q I ~" ~' - .1 ~ "" 'I 1'.:;.).8'8 7 ~'':; I "'it ~i!l'~ ,. . . .. - . . : "V. ",,,,,--', 'fI " . . ~ ," ""'. ,'" PI' :t l~' 'T~'" " ' . ,)I ,to "'-" .'~ \,1 . i l~' ~~ ~:~ "-! 'V l~ T1). f /"\ ~ * :':)'lll . \, ~\:' .;''r~~~ 1 ~i' E.. ,,' ~-~~"> I '\ ,'., lr.iA~i!-iA1~}",.~ ~ ~ o.~/'.' . 118 ' //' -- .! 'tV ~. 3t- + + <. \' : i' / --'" ,; ----' :r-.-, ,"--,. I ~,',. ""', .' ....! I r .v ~ " f _ + + + ,.." =>.. ,\ J" 1". 17 )(. .... ,h' r~' ~1:'" ..... ~"1 . , 'v'. .. I '~ " ,( ,;.1 ',' \1"- ",1 ~ ~~: -~-<:!;..~ l& '-~ -J r:-+--.,.- /i() I"'~r . ?f,. "I., )' '. 1+, + + + ':, a., .. . ~. "'-"-'- " U '.1 - ...., ./ ,',1'.1 l..LJ---"'I_ n..V' .............~,,~ . L~ f ~T_IO:'." "1 n', ~ -':.i'" ''. .. ,~ II. . . . . ~ 1 i( j U ): /., . - - "7 ..... "~. ....,N~ ~..l I t---..___ " ."~! - '- ~,,~I '., / h V~;~(r / '(-,.., ,+ + .~~Z ,.<) """",.J\. 'iN.Jgp...,.- " STATIO.'EQUAnON . I JIL.J W .): l'1~"Y' I~ " U ii' 1:: -, ~""':--"'-I,J:' "'~ ~ '::.....~. _1~..1'...."'" <.li'I.~'j /..." "',' ~" ,., '. i'-'?".( '.1 . J" .' 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RACT Sf . ,....., tt '-."- )Ii - .. ~ '.-: I B 91.90 ~" 'g'AS '11:.1" <'1l .:', .~~ql~U II ItA<" ~<, lr ","-, I.;' \ .H I. , f~ 'J''''11 1 f' :!it. /" I I), Ei '!:s2":J' ~ ' , '1 . ;lj.?' .,0 CO :4 1-~y"'~ ..... ... ~ ''I'' '::~\\\f/I"I.c4/(C~~X~:~;~. .~/'S"..,,~,\,~}l,:., ",~ ". -\ji'~'k'/~'* I/l~ · i")u~ilm~,, \\^ l\l:~\::~"'~f.\'"''':J''~ _ r7"::~ti~ I '\,I./! .--/ ~r- '\3' ^ :'I-~ "0 'il.. j~ . ~ ~ DJ J:J ~ ; 1'~~4~;,~,(+3783 ~' ". ,:,. ~Y 1*,.;, !It., ,i"" ~.;.:~! \J! i 11 ' "-.JJ:, )l . ,'1' ,.' L ..J - , '~~'1!11 /C. J-- i (l, /'--J - t~ 9,20. ~/), ,"<il,.L' B 9o(Jl9Itt'J\, :/Jl^: ~ + + + + + { ! l'-;: , \ r-'. . ,,o ,..~.'T ,_, \ : ~+ + + + tf I .. : ~ 1'~1.q '.. ~ "', ".~ I -=---.L_ I .. 9. -~ .' 11 ~~~"~! l '+ '." \ ~)' . tJ, I ' 23 \. ,<- 7" . i,.,' "'!";"~.' ,.. !~;",':, ~ - - - - - - - - '.-. I! ./ B 9100 -, ,04 c'> og'"o",' I \ 0.;0 + + ' ".' r:,:, .,"'.' '.. ~' --; ---: - - / ':J I /" /r' _'~~' rJ -~ l' \'.,1" " ~ + + + ., ! 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"118 '~~ ~ " ~1~ ~ ~ ~ ,/~ f+ + + + .,.,~' : .....'. ---:: -";' X (~,'i' . ~~~r: 1" 11~~ 4 11 ' ., 1111, <fl' J -.:;;;' "".'~/' ,n ,~;1 ....:.). . 5 .... ~\ L ,-'.1" ...... I::/- + + + ',K',. i I :,.' J~.':":" -- -.!. 8 - ~-l'"~ '< ./ _ , ,." '..: ~i ' "^ E 1'1. . 1',' i ~: '..' ~ ~,'lJ},1 '~ ./~)~ 'i) "19~~1:: ~ . If," ii ){1107 f)"8;.; " f') '-' ~.(): + + "-., ';t; .6:' / \ .. :.. :>;""'-'. ,- ", " . I.:; f, " 111 1137 ~ ':"..- 7"~" ~O ~ =- ... 1. ~. ~/ .'(-.,~ ."f. ~' ,0 . ~ it, + + ! ~ :HL :\i{\,:':::\~. ~ :, ., ,":;~~;\ WALl &'ORAlNAGE... ., ., " _ __ _ 1130 'fI2O __ _ II'" - _ _ '\.t ~/_ ''''''''''-. 77 ,::p ~ / , ) )I~V I , '!'11 ~ l'S~.OU ~ I10L ,. '..~~ ~, '. 9 ~:+ + :~. ~;l.~; .t;;" "-k<lfPus(IG.UllUTY' 48 - _.~ _ _ ,"'.. _..l1. ':"":'" _ _ "::::'1_.._ _ ,-=- -1_ '..~ ,Lq~- ~~/?(} "'v. .:!~=- .J,,;u<:.-r.~4?6':"~~ .J\...~~2b: ~_ a..~ ~~,~~J ;: '/I:.'~. .,: ,';;;: '7 . '3'18 ,:.. EASEMENt,-,-,..~._~:'i~~~2.~~. v-/,.J -(4T r ~ ..~ .," \ "'" J / ~ , l83} . . , ~2~~..." ",,'~'~ .~---~2)", -- // "j/'I,<!-'...~..., ~:' "",j ~:c.i>;j2.0 ,~":~J:':} V&' '..:/ CH)U!AUQUA~THELAKE(P.B.9,PG.52)15'PRIVATE . ,E '-.-/ (.._.._.__~:rM7 ' :.~~'._'-:~..':'.>"} '.'~'''' "~ 1$>PRIVATE/~" \\,: i ;" 'k , ", ... /-- ~\'2 - . --- m- - - '" "> - E ~ :A~tB~lg~~~~ 'cF-~IH~)l~I~!L__~f- _.-- ~c__ - m - n_8,;- m _d- -8 ~~~-~-88:9- --~ 8h;AWc~~ " N ~r':;~ :,.,,;,-,,;- - ......., EASEMENT C C~TRACTOR TO HAND ~ ~0~9~iRM EA ENT i~:L:'>i(;/r: :);..U.~, 'i i'C:.;\j , EXCAVATE SWALE IN T~; f.,'(I::T! :-~., ','J/1 :Ch"/'~::'l THIS AREA TO MINIMIZE POTENTIAL IMPACT TO EXISTING TREES. ,'() is (i) if ;;r: ''':'25 8 '-: , , F~ .. I,. iJ "J I, , .# ;-~ STAKED SILT SCREEN (TYP) C1F~F;\j t' i' t '.~\ 1 I r~. ,J~\ (.. \lE:!"J T" F ,',~:,r;\ \,,\;,r, -\- r:~;;: tl/ /, ~ ':,1. \ . , "". l ~. , I ! r'j \.) ~~ /~.,)., ;._ /~. T 1 r,'_':~\: \ \ \~4.a ?' i --13;I.4ll I i I J , ~ l J ~1,3 ~ 0tJ,~};'d~'t:!L' I : :f;'\t "r.~;,":-~:;~'-!,_)'.: ~ J ':- \ ~-. "1 ~:. / ~ .~'i''1 i ......, :1; 'li 1...':f"J. ';j (' , t \. i ~~ I I DESIGNED ~ ~ /.~ ,~ <:;.~,. PREPARED FOR: SHEET DESCRIPTION: THESE PLANS MAY NOT BE COPIEl> OR MODIFIED WITHOUT WRITTEN PERt.AI~;SlON FROM GULF COAST CONSUL liNG. INC, Gulf Coast Consulting, Inc. Land Development Consulting ROTTLUND HOMES OF FLORIDA, INe 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 SPC ":;-1X';-"" LAKE CHAUTAUQUA SUBDIVISION PAVING, GRADING & DRAINAGE PLAN 4 02-10-04 3 01-22-04 2 01-05-04 1 12-05-03 DRAWN VT f~.i' ~' 13630 58th Street N., Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 CIITCKlD SEAN p, CASHEN 42505 NOT VAUO UNLESS SIGNED & EllBO~SEO BY A REGISTERED ENGINEER GULF COAST CONSULllNG, INC, CERllF1CAlE OF AUlliORlZAllON No, '1774 NO. DATE SPC QC RP 7 f..2l of /9 " J.'..J, f.,!ll " '1- , ". '^...~... ) A B C D E F ~"' rJ o I 20 I , SCALE: 1-=40' 40 , .... ..\., ~ \ ~~* , ~~. , } I i 20' WIDE TEMPORARY HAUL ROUTES (WITH STAKED SILT SCREEN TO EITHER SIDE - 3 TOTAL) WETLAND BUFFER (15'MIN/25'AVG REQUIRED/ 30.8' AVG WIDTH PROPOSED) 4J 1.- '" I i i -: ~ .'" -IJ ',4 i ," I F ~I LAKE CHAUTAUQUA i i /: - SHW EL - 84.85 100m DHW - 86.90 j I ,/; I J)' -6'x8' SUMP ENERGY DISSIPATER .8t ':rt. . / >- FLOODPLAIN MITIGATION l AREA M-1 1 ,..1 AREA = 9,015 sf @ EL 84.65 i . i BOTTOM EL = 84.65 i / El Aa I - Bottom EI. of 14" x 23" ERCP = 85.40 Top EI. Of 8" Sanitary Sewer = 84.00 Clearance = 1.40' Bottom EI. of 24" RCP = 84.40 Top EI. Of8" Sanitary Sewer = Clearance = 0.75' (DIP to be Installed at Crossing 83"65 Bottom EI. of 24" x 38" ERCP = 84.05 Top EI. Of 8" Sanitary Sewer = 82"95 Clearance = 1.10' Bottom EI. of 34" x 53" ERCP = 83.75 Top EI. Of 8" Sanitary Sewer = 81.95 Clearance = 1.80' Bottom EI. of 24" RCP = 84.00 Top EI. Of 8" Sanitary Sewer = 81.10 Clearance = 2.90' Bottom EI. of18" RCP = 87.85 Top EI. Of 8" Sanitary Sewer = 78.60 Clearance = 9.25' 80 I Sean P .-. / v lOll NO REVISED PER alY OF aEARWATER COMMENlS REVISED PER SWFWD COMMENlS RE\1SED PER alY OF CUARWATER COMMENlS REVISED SllE PLAN 03-001 LB. & PO. DATE REVIS10NS APP'l> BY 12-26-03 ./ .-n .~oo /" · 42505 SHT. 9 17 OF , ~ ~ I .~ o I 20 40 II SCALE: 1- =40' DROP MANHOLE ~/ ~ :,; 'J ( I .. '::;; ,~.,.' ~ 300 LF - 6- PVC (DR-18) WM ....-.-- ,,'- 6' HIGH VINYL FENCE '....,. , ~ {T} ~ ~ ,:,,) j,: \,' < _ 1 ~ -. ~~-Y \'~, I ' , i , ' . OPEN CU~ \ : !iXISTlN~ \ VEMENT' FOR ANHOLE INS A ;PON' I I :~ \..... 11''1'1285 \ 1275 ~ ..,'" I,. ",1284 . T'"" 1274 1289 ... 1288 I' " \ : j ;:r~',,:,~ '1\1 I. Ii (' . I I I' I , I 'il . ( I ( , , '< .', "-,, .... "'. .....-- cv..\.. ,.., , I,' ~ I I f282}(:\ f283 -- -___~ VA TE -.---- STREET / / / ( /-23 I' / _~:----1" ' " )( LAKEBREEZE LANE '---. ~ - ----+ , 1~' PRIVATF; SID~~& qRAINA '. . \.,< & PUBLIC UllUTY EASEMENT (TYP " "\ ~ '-" i MO L CENTER SAMPLE POIN " , "'-. '-"-' -~"""'~"'-'" -~-i 29 \ , .\ 26 27 28 ..,,' q Oh .:;" \ ../~' . i' , FIR ST;:~,',' ~ i I" I i .~; ; : A \(E r N / '+++-h: (601 R;lW) r "\J ~/ i.'" j I --.-~''>.I'' ,A I \ :~ I "\ rG. '" , '! i ~ II : <( i I '-;(.'.,;'-i: r~\~;'! :~~..!<~::<..r ': '~~ii rn ,.,d, TI'fplI. , :~:<!f I i'i' I I' \;j I' C) C) 1278 ~>454 1280 ,.n"." 1(5: "@'~c-:,~~},'~~~. Jt," '~=(~~"~~~}'. . ~~f:~~-~~_~:S~_ --- ~ , ...~~:::D.. :RI~~~O:AL (".';.,.'" 1 LINE (TYP)", ';.' (0. /I:i ;. ( i f. .... f" ( (}'J j-~)! .,. '. g" " ~/. -:,. ..(i;J.' '.'/',.' " -' . ,-,) " ,,/')'l~~pr0:'~,,"~/ .~) (~i:- /' ~ .1\ /ri! ,~ , ~r. ~;~) I !!J ()'.'1 I l.:,'~,. I \' l~~V (~~)' d 'f f' 11 ".; K.?~\. , .r ," . 7-') .1'(,\ /"J.~~~:),\':>'j e"[{'~ r ;, (O};~~",,,, (0, I I ,.....,0;,../," '." , I ~ l.::'l rt / (,: -,' " -.,...:----, .-" i '. \ (:::_,t: f~" I' ,.~. Jt;-~;j'~J~ n' ;S>)e"()' '__A_. .~_ "n\ ") ~~/ 'v . () '); '~.~:',;fi (9) <' . ( ~.;.. / : \' .~~::~~-~-':;(-(-,-. ./...- \".,0 ,.\'I...r.-."" ,..'... """ oJ.: '~, -, - "'~/" .~.;S:; '.,.'; ,;"t...~.7 21 _....._~. c.-~~Jt;~~;;. ,.' ," .- CD ~;r; (',;-; ~3L.f<Ku, -;.(-....1:> : ..../ ~ \, '\' \ r ' \ ~ .' \. f \ ',,' I / ,~1 Om~ I ,. ,I " . . :, r~~~ l,) 1 ' 1 l, " I l ! \ (WETLAND JURISDICTIONAL LINE (TYP) cd:" ,.F<~;.j"')~~~,,'i;" :2t~~:~.'. ~.; ~~.~~~:o~; .~~~[~9.;~; /.::;::;;~~.'='-i" _.~'.~~;.:',~~:~~:-~~~--~: ~~:.= =:=:=-:=:{:)}::'~~'~':.~:':::::>NOTE. ,... {sr" ";,:,- (-\ ',-.. '.. "-...' s''':.... "..' ..' At/I.;s-- ,'. '-<""'"r, l' ~___~'l:(t~:J"~~~~r~.;_~~~~ 1;"~?r.~'::/_...:{ ::, .. /~"!~:~. \::/~'.~Y;(}!I:" '1 v , . r. 9 ,,~'''':::'',~,:'? -.-',~If!:.'" ~.:'\"'~~'.7' u.. ~1oI' 0'" , -/0),.," ,'- t.). S:;:'R'l ~P,wrrr:..~ /' - ~\"I ~_~,,r , ~. r.1:0. Ip\. t)~f1 'oJ.,~n::- \u,._.q" .:....C"7 r:',~'-;;.t.; . .~.,,:--:,"~,<<;~ ''',If,1,. /~, _,I< ~;:; (j;.~. 'iffi~9f 5~ \.::.~ ..~~,>._~;;:-- 6~~'" ........~...~'-.~i;'.:., -gg,~(;""~gC' .~:~_. ..,.....'........~1\'~>>5q . ~- 15 '." 6.)(4- 1 Q,,.. / 12W)( I 4' I I J f258 ROOT PRUNE TREES FOR WATER SERVICE INSTALLAllON TO BUILDING ,~,~i,.:'I"__ ,I ~.. i ~J / 18/ ", ',::~_..~,:/./ ! /r'J,:,($5 \!!.J / i .., . I \ -~ . { \,'\,; j ~ "'" I "~ ". : " \ . " \ ~ .> ;j ;, \ o v.! ._, i I , I i:j" ! !~i{A) / \ 1tJ...'.>--;n ,\, :' \ \ \, \ \-', \ ", J . ,; r I ." ../ MATCH LINE B B . , II~') ~\) i i_/ {- ...;" ['0 , .. .. i (__~__~. --,.-I \ ;A, Sanitarv Manhole MH-! SanitarY Manhole MH-6 Drop Manhole STA40+2100 (6' LT) Run EL = 92 45 IE = 77.37 (E) IE= 77 27 (W) IE= 8596 (N) SANITARY SEWER CHART , . , }; ',.., ~tj l"-. /(. / , ,"0 . .C-<' . Cr-- "'" ; , l /. J.;.." ...) ! ~ / } , ',-- -.., "'\ ;,I ! - -/,..' fj 1278i ., I I ./ -' /'/ /1 35 \'/0 ,_, MA TCH Run EL = 89 05 IE = 83 50 /< \ i \ t;:),. . &. B ./ ~/~., Sanitarv Manhole MH-2 LINE - To Manhole Structure No. From Manhole Structure No. STA 60+20 00 RunEL = 8910 IE = 82 75 (NEJ IE= 8349 (NW) IE= 82.65 (SJ B SanitarY Manhole MH-6A Description Rim EL = 91 95 IE = 86.80 SanitarY Manhole MH-2A SanitarY Manhole MH-' STA 24+96 00 Run EL ~ 8923 IE=8420 MH-l MH-2 107 LF 8" PVC (SDR -35) @ 0.45% 30 LF 8" DIP (CL 50) @ 0.450/0 30 LF 8" PVC (SDR -35) @ 0.45% 166 LF 8" PVC (SDR -35) @ 0.43% 158 LF 8" PVC (SDR -35) @ 0.450/0 390 LF 8" PVC (SDR -35) @ 0.430/0 256 LF 8" PVC (SDR -35) @ 0.43% 340 LF 8" PVC (SDR -35) @ 0.43% 146 LF 8" PVC (SDR -35) @ 0.500/0 87 LF 8" PVC (SDR -35) @ 0.500/0 390 LF 8" PVC (SDR -35) @ 0.450/0 140 LF 8" PVC (SDR -35) @ 0.43% 44 LF 8" PVC (SDR -35) @ 0,50% psol STA 23+3200 Run EL = 89.17 IE = 84.20 Sanitarv Manhole MH-J SanitarY Manhole MH-8 MH-2 MH-2A MH-3 MH-4 MH-5 MH-6A MH-6 MH-7 MH-8 MH-9 MH-3 MH-2 MH-4 MH-5 MH-6 MH-6 EX.MH MH-8 MH-9 MH-9A STA 20+20 00 Run EL = 89.23 IE= 8194(N) IE= 81.84 (S) STA 29+04.00 Rim EL = 91 18 IE = 82.44 (EJ IE= 82 34 (W) Sanitarv Manhole MH-4 SanitarY Manhole MH-9 Rim EL = 91.00 IE = 81 73 (EJ IE= 81 63 (W) STA 50+20.00 Run EL = 88.90 IE~80.l6(N) IE= 80.06 (W) LEGEND: ~ FIRE HVDRANT ASSBtBL Y WAlERWAlN . CAlE VALVE * BOX PERMANENT BLOWOFF ASSEMBLY ... WAlER SER\1CE . WAlER MElER ".. WAlER SER\1CE wI r PVC SlEEVE (FOR :; II'CU.I CROSSING) SANITARY SEWER SER\1CE LAlERAL SANITARY SEER MAIN . DlREC110N OF FlOW SANITARY SEER MANHOLE SanitarY Manhole MH-9A Drop Manhole Rim EL = 92.15 IE = 81.41 (E) (Drop COImection) Connecllo ExiSl1l1g Sanitary Main al approx IE = 78 15 ~ . Sanitary Manhole MH-S STA 13+95.00 Run EL = 90.39 IE = 78.96 (W) IE= 7886 (W) >: '" o .., N ~ i '" ~ -' ~ '" '\- g :3 :J ~ a. g' Vi '" z ~ Q' ~ 8 .., o NOTES: 1. ROADWAYS ARE PRIVAlE AND ARE TO BE MAINTAINED BY lliE HOlME OWNERS ASSOCIATlON. 2. EMERGENCY ACCESS PROVIDED BY KNOX SYSlE.M AS APPROVED BY CLEARWA 1ER FIRE " RESCUE. --.- ~ / SHEET DESCRIPTION: THESE PLANS M" Y NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM GULF COAST CONSULTING. INC, REVISED PER alY OF a..EARWAlER COMMENTS REVISED PER POI) COMMENlS REVISED PER alY OF a..EARWAlER COMMENTS REVISED LOT UNES PER alY OF a.EARWAlER COMMENTS RE'JlSED I UPDA lED PLAN JOONa 03-001 10 r.ll.&PG SHT DATE' 17 APP1l 12-26-03 BY or PREPARED FOR: DESJGNFD Gulf Coast Consulting, Inc. Land Development Consulting 5 3-22-04 4- 3-15-04 3 02-10-04 2 01-08-04 1 12-22-03 NO D.UE ROTTLUND HOMES OF FLORIDA, INe 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 ~ " ;: " -;1 ~ ~ SPC LAKE CHAUTAUQUA SUBDIVISION WATER & SEWER PLAN DRAWN VT 13630 58th Street N" Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax.: (727) 524-6090 ClITCIITD SEAN p, CASHEN 42505 NOT V"UD UNLESS SIGNED & EMBOSSED BY " REGISTERED ENGINEER GULF COAST CONSULTING, INC, CERTIFlCAlE ~ AUTHORIZAllON No 9774 SPC Q.c. REVISIONS RP 80 1 MA TCH LINE B B J,i'-. r~ >: ., " -0 N ro I o >; o -' t Ie g ~ o -' ~ ~ Vi <:> z '< ., '" ~ ~ I I i ;'I:~, _ i ~ :' :: i; WETLAND JURISDICTIONAL I \co ,- : I ~ i 0:: II , I~:~~' '~T~'~gjf., ;;f":r--":..~'~::::::'l.>:. / .. -.~. ~f,~--_.'_":::Gf) .~~ ~c ,~~,.x;.i.~J.:"-~,,-,.,~-?-,~~~,~:r:_L':._~":-:J:~,,,~"=_:'\ .:'---:"-. "~l-J, ; I~ 'iY.. () ~4'4:1:,1;j(~~~ .," --- "'\ / ',-j <-<;f) ~ ',' \1 ~ )))' / r~ <11~ ..~ ~/ ~ ; \ ...-.. .L...... --- ~_ OPENp~:r:c: I; i; ",~7'~I.':,__, ....., ~X ., .. .,t)( -; Xi :}==~r:\\"''- .... -.. -::->,~,-..~/.'~.. ~\ ..~/.---- " MATCH IN~~~~ "II: 'I !~ I. ~:. 'J..', '\0)( )(" 'L " I ''.'., ii: //// \.- ..... ~/'I~; -- q \ ).. .)i(.nr ,/is1l!C.4J. 1-, LINE CHLORINAll~~ ~h! I :on . :;I:: 46 \ )(: ,'.' )( \ / ' ,,"" / )!!,-, . 'I B - B POINT_ "".I I \; ~,~ ~ ~. " X . ~" )( ~i( : : \- " ' .,' / / / .. 1 5.'tf/:l L I PI//W I, ~. R.".JBl I'N i '. .... .... \ Jr1:i: II DRAINAGE \.." / I ..... ...\ .i:" i ~ / ' ' ~" \ 36 C ' \ TO EXISllNG 8. WAlERMAlN- I'!~i 'xi :ht-6~'t. \;-j( - -', .&~/ >' _' ~ il- . : EASEMENT · ."j ,'." _ --J . _ ! ~~, ! , :'" / I · ~; : &" f)( - -.;. .,. , " ^#'*' ~ ;~, -1l:' ~ I ,,!,-(~ .., 0- ''is-: [' I I I J+ _..r GV " BOx f- . _ i \ r I . ~ ' )~'~" ~~. ",' ~ . I '.' .'" r ) .., ."---.____ , :~__ ~.! '-4,,' 8. PRIVATr- SlD~u, " ~\ ..). / Iii, . PBO~V:'" ~.v, ,~ ~ .$X~'il ' . "- - - .-: '~ ,. IS' ~ +___-e: :~. =rH1 If. . c!c, PUBUC 'Ul1UrY"~ QRAINAGlr f:V~. ~\., . I ~! I ! U~l.:' X, " ~~.rJl)l..) R ',~. I '(' , ' ,/A1N.,~ -- ., r~ _ · 07 ~ rrA::,TYP) , ..\\.. __I ,W 1")( >r", ~ ' , ' " l/ , tfJ " IV ) I .' '~,/,i ~ c..?:, ~ - rf.i---'~' 1 +24' :,... I ~ ~'/~ XYc".r- "",,' ~ -........:-- -.,,--'~ .._, - \ -' :t,... . I "UI)' EAsaIaIr / .., ! - ~i Iv, A I. ^ I I ", ''-'' I \$\ \ . I.'" ~ -.. I /I '--/ ! ~ . ," Iffil ~: fi i 31_0rl~;;)' o/...l)' )$ I "'.>> " "/' ~:)().4 01a'~ ~ ~. , j ~ _; 90 """ ):," \\' . ~~ \J..-.. ",~~ I .f, ~;".d. -- / ". Ii;' ~:i;; -.- -- .-- -+"'-=- ~ / ,I ~ I''" i i 4 tj:::~ '" B *.' ~ X~": )1If.. \.1,' r.~ '-~- r -_C'\. I ~,,: ~ ' "'I ...... '\' '. \~~ "\\ ~ 5" ,.5"tic ' ~' ~' 1 . ~-- -. :=~--=-.r~<!fj-o~ ..- ~.* :1 ~ I ,(DR1.LI@'M~ . ~1lJ " I" W U . ~ \ ~ '" .?, rl ., G '7 -" ~ I ~ I )C. H ~. <. " r - ~\b: 7 14 I' Q // / ~I i. i 82J 'If.~ -y~' ~,^ i 1'" ~ *- L -= c" : i O~. .\9f~ )'/ (U I .. \ )~\ ) " i / ! IL I ' i . ,," I" \'}II{ )(~: ./ ; 421" )( h--. '"t-' ~,V, I \ ... :~ lei / \ "":) I ( i ~I (II i : '~!'''7' ~ . ~ ~/ ~*JO', ,10. iX, 41 t)k i-, ~\ " ~~\s. <' , '.L '; _~1 / ./,11, f \'j'-.",\ /~. ... '" " A_ ""'rl' ~~ 4"Z{" " i ,. '"'" 1,1 0' , '/ r\ I -,- . '-1 I" , }",;': ,..::~':\" . '" I : /ii,.\j · x..' \' 'vd':"',~, J: '.., '''. J,' / II "'">~ f.l~~),~' . .~ ~~ ,,,'::n J 39 / "- \\' \\\ ~;- \\( It ; .j"~~~ ~,J I, ~ i' I r. ~- ~/ --I OPEN CUT EXIS11NG t\ X I J'J~ ' ~ ~.. ~,~,. ,~. -".. / 3IC1)1,...t~~-~ -I L j l~;' f'RIVAJ~;: II *. I,) I 38 . ,~"* I: 'I ~/1-J' \~l8s \ <;" 13 16)\1 1 ~<' 'I PAVEMENT FOR 1./"; ~ i .. ~ '- ~.~ - X- - ~"~:rr ; "" /~ni:~ - -~ f--- ~ _ /," t PUBUC unuiY~U<'c!c lJ~AINAG,f1 ./ j \ .~' J:I" / \ kJ 1/,"6)(\ ~ 7 \, r SANITARY MANHOLE II i 'k. t I . '11,3" )(.. ,-'1 ...0 .". tl) V' -.,. _ ,. l' EASEMENT (T'(p 'I j ,_. ~\i \ N I f84 ' .I flS 0' I S./ ,,} INSTALLATION -CORE \'1' I x,.. 'l.Il ....;).. 7_ at ~.. ~Q .~ ..--j~ -.. .~, if ~~, ~ -~.... ~) / ...., , ,~\ ~ ' It. JJ6....j ...--L.. i ~/ ~~. ,~,--.; !J( :' f' BORE c!c CONNECT TO \T ''l~: ""':--..- .... '!IIm::Jll!lf! . ,~ . ~ ~. Fl' _ ,. ~ 7"" .] · I. '!!) ",,' ,,,,,. \. , '\ A7 ".....:--' l~. flS9~ ,/ I r{: :') EXISTING MANHOLE 0 'J I. ('iT ; g" '-l' ~ ., -L~./, _J:Ij v-' I'fI;;--' ........ fl98 c.", , '.T \ I \, ,! _.,.. \, -" - / J . ' , ! f\ - ___': '" 'v ' ~- ,"'ofI!t!j; , ,'.: ,'''"',;4!H;!l>_ T....., .,. I, " .e' ~.; 2' V ".'V ... "'~ ''1I~~.r,/"-'- . ~ 8-X6- REDUCE -L \ ~ .~-- ......+.( TES,., 0 . "78~~. ~ 5 I~ , '~r' ~.r,~ PRIVA Tf ',~ ._ ""'-.~ --7 ~ Vi}. ~/ 'j~. J ~ J f3')")( \~" j ((8 ir 1 1\ ~O I} .,.......-::",\1(:,'",,:) . c!c 6- G.V. c!c BOX r \ i :.' L ;7 - 6V,J.,^ ,. ~"\ - )( .. l ...~ FA61,,92 1 ~~ " ,- ~~ J' /I~ Cj~ p:.{~.j -- -c\ ,_/?JJ..9 'I ~ 1 l~ ~L~/./ ',J,._ "',--F ' ,: "'~ ,~,- ,m I f-=- ~"9' I~'.. -;, \ I ': '......;", ~E'r-:~- ,,,,."~~~)',... / 'j-/ ! ~; <:, a"x' Ii' ~If:- I 1- -I-- .--L ......... ... -.7~2' ::: ~:;~~_.#421~ ~ 1{ ~y--- {eos LF - 6- P~C~f Jet -. I .~/~ ~ .~~ ',. . - _~~1~ ~fB!5 'iJ : rI /- 'NSTAU/WATERMAiN"" l ,/1 " \J:j/ ~ '\ I' I/~ L6-x4- TEE )( .. ~r'\'I.' ~ ,"" ~. - J ). Y' \OR-18) WM--aJ --J;I-J ~~"'If"~ l- ---.!.J.-- ~ i OUTSlOE QF .r / / J ~ ,\ I' .. .... .. :u,;. "i SAIl~POINr~~~~ U I ,., U ; I !r~ ..........::~~~::____ ~-: ~~p /~~1~7':~(l'!/ jb,> r( 'I I I~ i /" . .,"; ,)!,,0.,~ ". I :' i ____ ~..... i" ',,,.'.,'. I " ",.. .... ..1 ;\ ' ~/~ - '~/ . c:$ , ! 7 ;lJv~~~' 0 ~t' II : 'I:, ~. 0 :'- c~ v.(' ~"L -.J -!. ".".",'L-::..:i "~j(j1~,,~..i/'/!.;; 7 J _ (R 8) wu /" -~ ~ ~i,' jF7' (m/i\~o, \ (. j '~' ;0> " " )( ~! , ...:::..... ,c--r- 170 LF .- 4 PVC 0"" 'L.' nM.f f- ::r .."!j" J :. -.. ~.....lY \, ; I ! ~:o. . : . : )J(,: , · I )t~~ ~, ! - :' ~ ~23 >l. ':'> II \ ,~IV '~" i ; . ~r'Y" " , ~ f1, ,,' 'j I I' :: < '". \ 01. ~ ' ~. .. \_.. _ II :"I::J \ /"2,:, ~'"t'v.._' .. .1.~;Y.") }'~9>> ,;! 11. ~ \, f . 24 n-~~-~-t~~)~I'l'.~'-.'I:. ,I 13!,.t .'......, -~~.. " .......\ I 'i: !~ i 4. .., 0rOT'~"~' ""0.fii!f . .~. "..;"..,,, " \/0 '",,'~'.~r'l:I~~d ;~< \ ~\ '. ~"\ ... \;:" ... ) , Ii! ; \~71 ., 'If' -," ,,:-;.~--,.-./ t:i. In~...; , '1 )' (D ~'" @(,l\"43Gr}{)"\'/"':'--'.. '(~"" /": 1 ..':a'~" ;.;~~\ I li' ,~"08 ~// ~/ . / ! (l/' I' ~-~ ~ ^JJY' ~~ '1' "8- -.J ,,~"" I,,, . ~~,A . ' j .~ __ ,.~-" ~' r~~~1JJ~~ 'j' )'1 lol~\. ;~' /"........,;;, / ,. '.........._, / _ 'K ! i, -I -- 1/ I! - '. "fB!1' "31>> ~ 1.1\ 1"'~ ;,.~,' .":C'\.~;Yi.;E). " .~;~ l ".1 _ lj( 1(:" i )i,,07 .fail'" '~" .>~~" <. J' CHLORINATION I'; :.' i :--~~, ;5'''''~IVA1E T ", ~ c;J"~("'-):.~ ~a.~->- ,,~~ G( 9of~ - .):~ ~-~~ k .1~~)),ii4~:~'~: ,~~'~ ~\, _".. ~ o'f6~~;4' \I " POINT '1?" ,.\ ,ii'\. W~ 8!"ORAINAGE / ~. .., <II ~ ~ "28 ",j .".(7~// (?':l<{,~~1 '6<,@i?'" ~tf~ "1IL,. ~ . )(!" -l. " '~";'~4) 'f, ....... .....' ,,,., ,.. I ~~ ~t.. '@ ':.' ':AS~~UllUTY .. ......~> .~-.,' I 15' P~IItA1E \. - D / ~ J< / ";#;2:;?_!~~i.:", .:;~_:~_. ctU lu~'~R;A1E /~ I ~ J f r ~ ' ._........-..-. .,--' LEGEND: WALL c!c DRAINAGE -'J{,jjIG~VINYL FENCf'-'::::-'~:':':=::'"'' 69-..----.......--... '.-(3'8::-~"'" .-..'- ~-,__,;:~~'=--=__=~__..._---'~) WA~ &: DRAINAGE l 192- .d u--- .. ,. ,-,- t. FIRE H'IDRANT ASSEIIIlLY ~~~~~ UllUTY .1(J-----' "S5'~~~CiuttJTY Ii ~ ISOLATE WA TERMAlN, : REMOVE PLUG c!c CONNECT ~ TO EXISllNG 8- WA TERMAIN ~ ~~ o r 20 40 I l' SCALE: 1-_40' 80 I --m' \:J~ / r UTILIlY (SANITARY / STORM) CROSSING CHART A Bottom E1. of 14" x 23" ERCP = 85.40 Top E1. Of 8" Sanitary Sewer = 84.00 Oearanee = 1.40' B Bottom E1. of 24" RCP = 84.40 Top Fl. Of 8" Sanitary Sewer = 83.65 Oearance = 0.75' (DIP to be Installed at Crossing c Bottom E1. of 24" x 38" ERCP = 84.05 Top Fl. Of 8" Sanitary Sewer = 82.95 Oearanee= 1.10' OPEN CUT EXISTING PAVEMENT FO~----. WA lERMAIN \ INSTALLATION D Bottom EI. of 34" x 53" ERCP = 83.75 Top EI. Of 8" Sanitary Sewer = 81.95 Oearanee = 1.80' E Bottom E1. of 24" RCP = 84.00 Top Fl. Of 8" Sanitary Sewer = 81.10 Oearanee = 2.90' II II I, I J ~ :~,~0;r:':jf2'''I'' ; , 1 . ~ WATERMAIN & GATE VALVE & BOX PBOe PERMANENT BLOWCF"f' ASSEMBLY F Bottom E1. of 18" RCP = 87.85 Top Fl. Of 8" Sanitary Sewer = 78.60 Oearanee = 9.25' / .- WAlER SERVICE ~ WAlER MElER _- WAlER SERVICE wI 'Z' PYC SLEEVE (FOR STfcu.1 CROSSING) SANITARY SEWER SERVICE LA lERAL SANITARY SEWER MAIN & DIRECTION OF FlOW SPC ,,~ \{1; ,> 13630 58th Street N" Suite 110 Cleanvater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524"6090 SEAN p, CASHEN 42505 3-22-04 3-1rr-04 02-10-04 01-08-04 12-22-03 REVISED PER a1Y OF a.EARWAlER REVISED PER PaiD COMMENlS REVISED PER OTY OF a.EARWAlER COMMENlS REVISED LOT UNES PER aTY OF a..EARWA lER COMMENlS REVISED I UPDAlm PLAN ~.E V" / / IOB1<Kl. V" Sean p" - o 2 Z004 .42505 ':':";(.:":"'i~?l';'. .1 J:' '? './ '~.: _m~ I_~__I d , '1 '..~ _"'-"~'~':"',' l f ~ --+- -e SANITARY SEWER MANHOLE PREPARED FOR: SHEET DESCRIPTION: DRAWN i - .~:jX:/'''"'' Gulf Coast Consulting, Inc. Land Development Consulting ROTTLUND HOMES OF FLORIDA, INe 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 LAKE CHAUTAUQUA SUBDIVISION WATER & SEWER PLAN lHESE PLANS MAY NOT BE COPIED OR MODIFIED W1lHOUT ~ITTEN PERMIS>lON 5 FROM GULF COAST CONSULTING, IIIC. 4 3 2 1 03-001 11 SHT. or 17 DESIGNID ~ " " (; ~ :l SPC . "'~!::- ':.:"%,,;..:.~/_. r .B. & ro. VT CIfECKID V;':. RP NOT VAUD UNLESS SIGNED & EMBOS~rn BY A REGlSlERED ENGINEER GULF COAST CONSULTING, INC, CERTlFlCAlE OF AUTHORIZATION No, 9174 DATE Q.C NO DATE REVISIONS APl't) BY 12-26-03 12" 4' Wide Wier I @ EL. 85,75~ il ~ '" "-..- N 2 Wide Weir r~ EL. 89,00 / _ I (Both Sides) /~ I Aluminum Skimmer"""", 24" ""- 4'-4" -, J io Outfall Pipe lO C~A(j,/A~t AUQUA I ~ I it> . l.D I ':q. - - --fit 8" ..=- I- 3'-4" -, <0 '- 10 . . I l.D l.D N '- '- @ n ~ III @ I v ( v () IJ) 0 ... a. 0 I (f) In " '0 c: ':.t N N C 0 N 0 In In 2-1/4" - - 2-1/4" --~ f- I- Aluminum Skimmer 3,0' Wide Weir @ EL. 89,00 --- '-- - 3'-0" NOTES 1. r osten skiMMer with 4 stolnless steel bolts wi leo.d onchors 2. Seol oll edges of skiMMer 0 t contoct points with structure /" with wo terproof coulklng or / o.pprovecl equo.l 2,0"0 Orifice ....-e Concrete Pad- Under Skimmer . o ~j8" 1 00 l PLAN VIEW I TYPE E Straight Bars 2" x 3/16" Reticuline Bars 1-1/4" x 3/16" Bands 1-1/2" x 1/4" Approx. Weight 215 Lbs, 5-3/4" Eye Bolts Per 4'-4" " j:FDOT Index 201 Design High Water Level.~ 5-3/4"~ ~ I 3' -0" _I Top of Bank @ EL=89,62 Grate EI=90,OO · ~ Inlet Wall """'" r Steel - -" c +- -* + 2" "" ....h ~rate 1 - T 2" Clr. 24" ; r Outfall Pipe 2"0 PIPE .. - r P.V,C, Pipe M Ir 90. Bend , c;o '- Orifice Opening \ ~ C()n~, Pad 4" Min, Water Quantity Water Quality Normal Pool Level J @ EI 88,56 Weir @ El 89.00 2,O"1Il Orifice------.... Aluminum Skimmer .......... I I-- , / ( .........,.. EL -87.50 9" MIN,f"'!" I - --I L4'X4' Cone, Pad 4" Min, IE 88,56 ~ .- ;IT ., 8..../ L #4 Bars 2" Clr. @ 12" Ctrs, I - Ex, Gr~ - ~ ORIFICE DETAIL Install 6" (Min.) Gravel Bedding CROSS-SECTION FDOT TYPE E INLET (Modified) ~ DUTF AL.L tONTRUL X I ~UCTURE No, 90 ~ TRACT A (INGRESS, EGRESS, DRAINAGE & UTILITY EASEMENT I 10' SIDWALK, DRAINAGE & UTILITY EASEMENT (I).... c c - (I) Q> E ....... (I) c > (I) 0 OCl. w' 31 >-: 1-' ~I 0', ~. CLI See Index No. 101 ....... '+- C o (I) E Q) Q) 0"'> -0 0 WCL 12' Slope 1/4" per Foot Asphaltic concrete (1-1/2" Tvoe S-1 Asphalt) / 8' 2' 2% SLOPE SLOPE V ~R\ES ......3 j I ~: : :': : . :'. ~ I' . . . , .' ."..". '" 4.. ,II. , .' 2% SLOPE . 4' WIDE CONCRETE SIDEWALK '.' \ '.' \Base course (6" Crushed Concrete LBR 150) . " . './ Compacted subgrade (8" Compacted to 98% AASHTO T-180 2 AND 3 LANE ROAD TYPICAL STREET SECTION CONTRACTOR SHALL SUBMIT SAMPLE OF FILTER SAND AND LOCA TION OF SOURCE TO AN APPROVED SOIL LAB FOR SIEVE ANALYSIS AND PERMEABILITY TEST .75' 3.5' 6' r CLEANOUT (TYP). PLASTIC CAP W /INVERTED LUGS, PROVIDE 4" THICK CONC. COLLAR AROUND CLEAN OUTS 1.5'x1.5' ~. D.L.W.=86.70 \l ""'~ ',.- .,:c....:,.... ~ ..h.;.'~,i...toJO". ...... ....... . 6" P,V,C (SOLID) (NON-CORRUGATED UV RESISTANT FLOW IN PIPE J " " N J ~ rIE ~. 4: 7 SL.O TERRA TEX TYPE SO FIL TRA TION Pf FABRIC (OR APPROVED EQUAL), 1.:~ 30MIL, PVC LINER W/SOLVENT ~ TOP LINER WELDED ENDS & OVERLAPS \ ~L=86.25 (ALL AROUND - TYP.) ~bS~ ~ ~~<.,,~~~~_.~~<f,~'tt;? ~ .. -:"'.::?t.~~~~. 'YM... ~ ;:'\....""'...:t-,..,... .~..:\ FILTER AGGREGA TE ~ ~~Y%;B~~;~;' J>. 6" CORRUGATED PVC (#4 TYP,) "'-:'It ~ ~~T?~~?~$:;~t r-: 1\ @ I.E. = 85.75 CL EL -85 00 ~: ~ ~~-':~~';;~~~:;r;;~~ r-: AGGREGA TE . ,- , " 1F't: :po ;~~~;;':~~~~~~~ ~ (#4 TYP.) '"~..... ~ :-:,,,:,",:,<~.,. ~'A,:,,:-"~'-" ~ .~:;.;..:~:.,.~~~~...,,~~~. OUTFALL 0 "-1--- ~.,:'&:>::--_"""';"..r.1t:t I'... SAND FILTER MEDIUM (EFFECTIVE r :..='O+:....j...~~.~.t;->::.<'. I '-- U.D. DISCHARGEY /V \ GRAIN SIZE .20 TO .55 U.C. OF 1.5 (NON-PREF.)'=----./ 6" 2' 12" OR GREATER, K=5.42 FT/HOUR-AVG.) 6" CORRUGATED 6" l PVC UNDERDRAIN BOTTOM LINER EL=84.75 IE=84.75 1/4" STAINLESS STEEL MESH !8: N. W.L.=S5. 75 . .,.';.:;;-;?;:<~ 4: 7 SLOPf 1.5'x1,5' -4" THICK CONC. COLLAR ~ J SECTION VIEW c w en ~ z UNDERDRAIN FILTRATION SYSTEM DETAIL NTS c. !!' u; " z " <1 '" ~ ~ PREPARED FOR: DES ION[[) - ":::/_/'-:::~~'/';~;~" Gulf Coast Consulting, Inc. Land Development Consulting ~,.,eo~ ~""4" 5,/1 ~ (a~ ......--STEEL RETICUUNE GRATE ~I' ,/" (TYPE "H") ~ ~ A' ~ / 36" ~":t{::.:.. I~. :~C~ ~ ~. 0 '<: 84 / ,~Sl- rH . S (f\ ~ !~WID vll'M ~l f " -I) I ,,:' I I (lO ~I~ (1\. I / I~ I I G~Olr~) I 1/ %l U~D) .. "" I ( /J A I J 'i'\\ /L~" I .....- -' ' ......."..... , Oil & GREASE BAFFLE ;' '..... (ALUMINUM OR FIBERGLASS.) ~O' ;' ./ ~ID1l~ ;' (e()l~ ~ {:rr~ SIDr:- ) \;,S) Oil & GREASE BAFFLE ~ (AROUND WEIR SLOTS ON 3 SIDES) G~l t lO (e()~ ~ ~l I!ce ~8 A.~~l 8.50 t) MODIFIED ~%R e tL A~~t . ~ 8 l eO 6./0 0'<0' h. tALL (ly~ (etlo L ~ SIDts o~ W Ii. 86 S <) 'Ytl~) . 0 I HRtt SID~ RETENTION POND NO. 20 TYPE 'E' CONTROL STRUCTURE NOT TO SCALE CS-91 I~TAKED SILT SCREEN I?~i' MIN EXIST. \ GROUND (TYP.) -0' ~.. ". '{1-W .- <t.~ - '1 """'- I I "" ~ tJ.'. \ L DOUBLE ROW STAKED HAY BALE - 1')" LAYER OF WOODCHIP MULCH OR RUBBLE RIP-RAP DEWATERING SEDIMENT SUMP EROSION CONTROL AREA NTS Dewaterine:-. Erosion Control and Excavation Plan Contractor to conform to Stormwater Pollution & Prevention notes as detailed on sheet 3. If existing surface water wetland is to be dewatered for maintenance and excavation, a Sediment sump and erosion control / energy dissipater dewatering area must be established as shown to accept the dewatering discharge. This sump area must be inspected on a periodic basis and must remain intact and functioning properly throughout dewatering activities. After dewatering activities, contractor to install Double Staked Silt Screen around limits of excavation as shown prior to any excavation commencing. After dewatering activities have ceased, contractor must install Double Floating Turbidity Barriers at approximate location of staked silt screen. The Floating Turbidity Barriers to remain in place until all sediments and turbidity have settled or dissipated as determined by the Engineer or SWFWMD. SHEET DESCRIPTION: " <1 ~ ROTTLUND HOMES OF FLORIDA, INe 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 LAKE CHAUTAUQUA SUBDIVISION PAVING, GRADING & DRAINAGE DETAILS ~ SPC ,~ . .~;;//. ':"':\, DRAWN VT ;/.:~( ,~z:_~~.. 'l '~;~;j! X::(c';:c:'.';, ,',' 13630 58th Street N., Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 CHECKru SPC QC RP A L ~ 3' \tIIDE / ' - ~ BROAD-CRESTED !\ DISCHARGE \tIEIR TOE OF \ / 8' THICK GEo\tlEB ON COMPACTED BASE SLOPE / A -.J B~ /, ~~ ~"* - ~ , /' 411 I 3' \tilDE BERM /, ~1~ ; ~ OIL 8. GREASE BAFFLE 1/8' THICK ALUMINUM OR FIBERGLASS TO BE FASTENED \tIITH 2-112' ALUMINUM OR S.S. LAG BOLTS \tI/\tIASHERS. 6,5'LG-6'x6' P.T. \tIooD (0,60 CCA) OR FIBERGLASS POST Sl.OP v4b 'E: ~1~S PLAN VIEW ~~ U'~ a::: Ww I-z ~...... SEE PLAN VIE\tI ABOVE ~ ...J J ,~.~ 16' 3' :J W OIL 8c GREASE BAFFLE . .1 6' _I I, BERM EL.;90.5 ~ ~ ST AKED SILT ~ ..1. ~ SCREEN .. ~"'"I / FLo\tl~. ... EXIST. ~ - III IT 1 T )- \ /GROUND POND BOTTOM : ;Y":I Z' THIC~" ~~O'JEB L CDNSRUCT / GRADE 8' 'JIDE !;oJ ON COMPACTED BASE OUTFALL S\tIALE @ EL 88.50 EL.=88,50 EL.=88,00 " DISCHARGE PIPE ~, 3' \tIIDE 6.5'LG POST BROAD-CRESTED DISCHARGE \tIEIR TYPICAL CROSS-SECTION LIMIT OF GEo\tlEB GRID CONFINEMENT SOD TO BE PLACED \tIITHIN GEo\tlEB CELLS BERM 2' 8' 3' \tIIDE BERM ~< <TYP) : t><'-:-"/ @ EL.=90.5 (MIN,) '" 8' THICK GEo\tlEB \ / I~ EL.=88.50 / [~.~ I I I I I ,./ COMPACTED BASE ~ll'~ =1E31~ ~ '~I~IE3I~ l~ -:31EII III-Ill- m~ 1E31~11 =1 .......... _ ill ,........... ill ,_. ~ ....... CROSS-SECTION "A" -" A" BROAD-CRESTED WEIR N,T.S. (SEDIMENT SUMP POND No. 10) Sean p, ~ SEAN p, CASHEN 42505 NOT VAUD UNLESS SIGNED & EMBOS~iED BY A REGISTERED ENGINEER GULF COAST CONSULTING, INC, CERTIFICATE ~ AUTHORIZATION No, 9774 1 01-22-04 ADDED DEWAlERINC SUMP DETAR. . , No. 42505 ./ lOB NO 03-001 12 FS.& pa. SHT DATE 17 APP1l 12-10-03 BY or lHESE PLANS MAY NOT BE COPIED OR MODIfiED W1lHOUT WRITTEN PERMIS3ION FROM GULF COAST CONSUL TlNG, II~C, NO DATE REVISIONS ~ o o N ~ .; is ~ - ~ W 1 '^ ;; ~ Z ~ g' if, <.? Z ~ '" DESIGNED SPC DRAWN VT CHl'CRID SPC QC RP - 4' Drop a.t All Drives 5' l' ... ~ ~ 1-1/2'R r Vlea.rlng o /' ",':,j" .. ~ -l ~/. :'lo;:,'.,. \0 ': t ~). .;.,~:~ -1. d 0) / ::~=:::4: ^ ^ x x y x x ~ ~ ~ ~j~~/j~ ~ ~ ~ ~ ::::::::::::::; Ba.se ~ 0.. /. ':i?'-: q , ~ ~ v/~:jj!jhJ: ' , 'C' , , te' 'd' , . /<//.~LL ,'.,'.,'... , , ,Or'lpa.c ,,' ~ ' ., '1' 7" '1 ' . ,SubgrOode ' .. ' (~, f>..t ";' '~~~~ ~.;.,...... d<~%Y/>.Y>>Y^ ~ //>>>>>~ '/ - 4' Drop a.t All DrIves 2'R .. I 6' I 2' ru - r3'R ~ ~ "/ ::~:::4D\" ~ ::::;" ~""""" L I Y. ::,6::::t,:', \0 , t ~,:::'~':" " ":>:11 ~ :~ :::.~::::: :~:: :~:j;4;R~:: :.6, ,:,,:,,::'::,:,":", , , ::.-:' /Y //0 ~ ~ ~ ,: : : :~: : : : :;.; ~ : ,: :': : ~ : ::~ : : : :~: ,: ~ . .6~ J. .. . . . 24' . ..... 1 -:!:p,p"i:i:"d ?~~" ~~~; /~;~~. Eub9'ro.de ,<<,~,~,~~~~~~~~~ "" ~~~X-0 Surfa.ce r VleOorlng Surfa.ce xXxx .. ru ...... Ba.se STRAIGHT CURB NOTE: Vlhen used on high side of roOodwOoYs:" the cross slope of the gutter shQll PlQ'tch the cross slope of the QdJQcent PQvel'lent Qnd the thickness of the lip shQll be 6' .I unless otherwise shown on plQns. TYPE I CURB 3' I r Ba.ck of Curb .. ~~ ~ _Construction SYl'll'letrlca.l \0 /~r----.:::.I About DrlvewOox. C ^A. A. A. ^/A.^ r\.^^~ Fa.ce oJ N "VleOorlng Curb ::::; Surfa.ce NOTES: 1. There shQll be Q 1/2' sea.l Joint between bQck of curb Qnd drlvewQY. 2. Concrete In curbs shQll ioe 3000 psi" with t"llOer ",esh relnt-~~.cLEARWATER. FLORIDA PUBUC WOR'KS ADMINISTRATION ENGINEERING 31 TRANSITION A T DRIVES ~BY TYPICAL CURB CROSS ~BY RoO. V.....as. SECTIONS NIP. ~ BY 1 4/1/02 1lEV. DAlE !tw. Notee ~ See Index No. 201 '" LI ~ Va.rles \ J ~ --- -- - -- ----- Cla.y Dr Cel'lent BrIck MOosona.ry t At Terl'llna.l Ma.nhole i /~ V/ ''( I W:t/~ ) f ........ G: ~ (1\ ~ ",,; II? / ~~ /~ I r-- _ .- r- - .- c---- ~ PLAN j ~ ~ 8' - v:: v: Dr 12' I~I- .. <[ .. SquOore Bottor'l Perl'lltted .. ~ Bottol'l O~ .. Corbel / _'- 'D' MIn. ~ _ 8' To SuIt PIpet/::..... -V k 12', j I : 'E' ) I I 6' ~ ~.~., k:"'/ A I " .~' ..,'.. . .(...'.,;~: '{ .4 """IT : :;,'~:: !... :...~:~.: !:.:....,~:~": :',::~ :'., :::( ~ SECTION A-A '-'G' I \ j Sha.llow 0'- 4' Sta.ndo.rd 4.1/- 6' Deep 6.1'- 10' Deep 10.1'- 14' A 2'-6' 3/-6' 3'-6' 3'-6' B C 4' Ma.x 6/ Ma.x 7' 10' 7' 14' E 24' Mo.x 30' Ma.x 48' Ma.x 48' Ma.x D 3'-6' 4/ 4' 5/ F 8' 8' 12' 12' G #3 0. t 12' LVI. #5 a.t 10' E.W'. #5 a. t 10' LVI, #5 a.t 10' LW'. .. v , <. :~ ...... , ~~ ::~:':~::::~~ ~/- '1>>" .",",'.,",~ ,,', '\..' .\ ~. .'::::~::::~:::,',::;'~ .. "'\.. ' , , : .'..'.' '4.-:.-: \0 /". .' ',.,.. " .', ~ ' BOose ''I. '6'" '..,'.. 18' , " ,-'- /.>J' . /... '<! ' ,',',' , ~ COMpo.cted. Subgro."",: . : : . . <<<~~:%m~~~)~~~y /,/ /" / /, NOTESI 1. There sha.ll be a. 1/2' sea.l joint be-tween ba.ck 115' l' of curb a.nd drlvewa.y. r- 1-1/2'R 2. Concrete In curbs sha.ll #3 Ba.r be 3000 psi, with fiber Cont ~,. ' : . ' : :"'\ U I I'lesh reinforcing. · ('{;',",..\ rweOorng ~~.,,' '?..' ~ SurfQce ~"'~I:.' /'0\.y>>5 " ,: ,'~ ..~: ,~XX~ /('C · ~ I #3 BOor, 10' Long, ~~ 6' 36' D.C. ~ I BOose />> ~ . , . . ~O~~o.~t~d ' S~bg~~de, //~. ' <, " .. v xxx MODIFIED CURB DAlE II'Il NfjNO. lIFe / DOWELLED PIN l' a.t All Drives r VI ea.rlng Surfa.ce CURB 1 REV. 4/1/02 DAlE rt' 2'-8'\Itt. f/' AcIcItIanCII 14 RIbcr ,. __ (1)p.) --....... Q. / \. ~ I4R1bcr I ..,1 I "- r... o.c... DDDDDDD ....... 'InN. ./ I I\. u (1)p.) I .-fI l....J h....-r .:- r- ;1."'" -. - :::-1 r- f"'{" r ...... / t:=~\----\~~ ..t: .. .p U Q. .. GI ~ aanfw ,,- -ow .. ~-fI' .... 4-. 4- . 3/f/' IaMIrII-.I .... 1IItdte- InIn ~ '\. ~. " - ...... ~' , ~:. ,~ 'w..r . " ).I! . :.. .~ I -tI -- ... e... ~ " .~,~, ;,' :': It: I~ oB D.PIII .-'" ~ _ r-- 1 '0'" ~ I-- l r-- (TiN' I-- "I-- ~ ~ . s:a............... = .s... 1--"" ~ m;r-- . -' ~ ~ I-- " - '/ .....\\ I-- J2 I) I-- 1 ' . ~_. . ----.:t ,:4{:: ';' '~"./;-;~~':'I~ \rt~ '\. 'arM \Eaah ~ TYPICAL CROSS-SECTION NOTES 1. All concrete to be 3000 p.s.I., with fiber Mesh reinforcing. crrY OF __ FLORIDA PUBLIC WORKS ISTRAT10N 3~ ~ 1 4/1/02 .", .w -- Novo RoO. - .., W,J,$, ".. -=- .,. STORM SEWER MANHOLE DETAIL Rev. Notee ~ - .-:'0.... .~'~~~~;.:;~~:..~, . .~::';;.,{;.J PREPARED FOR: Gulf Coast Consulting, Inc. Land Development Consulting "~Jj;;~i !! 13630 58th Street N., Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 IIFI - l' Drop a.t All DrIves .. v , ...... r 'Wea.rlng Surfo.ce A.XX7(. 3/4'R ~ 8r::::~~ ." ,,'.',. y./ .~.' .-'\ .. .". o"."~.. ..Jt. -...!: : : : ' : : : ~ : : : ~ . " :: ~ : : : : ~: ' , : ,~ : .. ."", . ' , . ,.. . .,.. . . . " " y ~ ':4: :':::t.-':;:: \0 :::::~:': :4::: :~:: BOose . '", ..::":,':".~.:: .':".'.:'.::,.:.. -'- , 6' . L ' . '12~ . ' . . ' ' '12' , . ' . . ~ 'r' '. I ' ~~;A7~~\0~~~~- '''7~;0^ .. 0\ V ALLEY GUTTER CURB ~ 1-3/4'R 9' I 9'/ 3/~'R~.?>y ~ r~~:;~~~ ...... -y.. .: j,.:: 1>::,'::~,::~,:,-: A x A X ...... / /': ::: :: :: ::~::' '\"3i4'f J .. ,'7 ~~ :~~:::~:"::'::',~::4:::':~:.: \0 Bo.se /.:1",-, , , , , . -'- ~ . 6'~lM~o.ct~d Subgr"de MEDIAN CURB CITY OF CLEARWATER. F'LORIDA PUBUC WORKS ADMINISTRATION ENGINEERING ItIw. Notee 0ESClllPll0N ~BY RoO. atEO<ED BY I~BY NIP, TYPICAL CURB CROSS SECTIONS DAlE 1IW! ~NO. lIFe TEMPORARY CONSTRUCll0N TRAILER ,.. HQD 1. Non trafftc bearfng. 2. When pipe cIIarneW .... JIf'. Inleta 8hal1 not be ueed CIII jlnctlon boxeI. limit 3 .... per Inlet. 3. Q1amfer all expoeed eda& 4. All concrete Ihall be 3.000 pel. with ... melh I'WInfarclng. 5. CMter 8Upport Ihall be ueed on double wing Inlet&. (See Detal B). ! ~ .. To _~~ ~ RIbar W\l.::~~",,?~4~~ \10" ~ . 1tr: . ~... o.c. DETAIL ' A' ... \10" .... x vr . ~ ~ BaIt.~ o.c. 4" 4- . 3/f/' CWtalIII d (1)p.) .... ,... InIn PLAN VIE VI & 11/01/02 2 4/1/02 1 01/10/02 REV, DAlE SHEET DESCRIPTION: ...... ~ Not. CITY OF CLEARWATER. F'LORIDA PUBUC WORKS ADMINISTRATION ENGINEERING TYPE C STEEL NOSED ~ WING INLET FOR ~NO. VALLEY GUTTER CURB "'- ItIw. HeMe 0Iange RIng . N..... 0ESClllPll0N RoO. ~ BY A.C. ~BY DE!lGN!D BY NIP. .... tOFt LAKE CHAUTAUQUA SUBDIVISION PAVING, GRADING & DRAINAGE DETAILS RING - HALF PLAN .. ru '- o 36' - ~ 23'-~ 21' - MOochlned SurfOoG N / L /~ ~"\. .. v , M ...... I t '" " " " RING - SECTION MlnlPlul"'I Vlelght 7. 232 lbs. 9. 278 lbs. I o 0 o~ c 000 .~\\ ~ ~,s TOR M 0 VUCCCCCC /~ 11- S E 'vi E R 0 Requlred- 0 000 0 CoO 5/8' Min. 4 Required , .. 0\ '- o .. " " , NOTES 1. Where roo.dwOoY bOose Is 8' or thicker use 9' ring" OoU other co.ses 7' ring Is pel"Nsstie. 2. Ma.nufo.ct\rers I'lOdel of 510"' ring o.nd cover to be Qpproved by City ErVnE~er. 3. Perforo.ted covers, when requred sho.U be s"'lo.r to solid covers. .", .. ----- ..... ~ ... . CcMr See ..... ,., / - TEMPORARY MULCH MODEL CENTER PARKING AREA W~%~. QO.i ~"\;t THESE PL6.NS t.4A Y NOT BE COPIED OR t.40DIFlED WITHOUT ~ITTEN PERt.4ISSON FROM GULF COAST CONSUL TlNG. IN:;, .. Pick Hole 7 ~ 1-1/4' 1 t7 ::: - Non Skid POottern RequIred SOLID COVER .. v" ,ru C('- I 22-3/4' I...... 0 ~~-1 Mo.chln"d Surfo.c" - I SOLID COVER SECTION MlnlPluPl VI eight 128 lbs. CITY OF Cl.EARWA~1. FI.ORIDA PUaIC WORKS ADMI..ISTRATION ~1Ir 1~1't ... I-=r IIr STORM SEWER MANHOLE COVER ~ 1...1 40 20 0 I I .. SCALEI1'=40' PA VEQ HANDICAe_SPACE & AISLE ACCESS '~\,' ~' t./.'~"--- --~_. '?'9.~ " 10",_ 9f' SEAN p, CASHEN 42505 NOT VAUD UNLESS SIGNED & EMaOSSlD BY A REGlSlERED ENGINEER GULF COAST CONSULTING, INC, CERTlFlCAlE Of AUTHORIZATION No, 9774 2 3-22-04 ADDED MODEL CENlER SllE PlAN 1 02-10-04 REVISED STORM MANHOlE DETAIL NO DATE 40 I - ,- 6' HIGH VINYL ''-'!IO ..ill ...-.......,,- - - - ~ ,1 (. , II J / / / ,/ ,// 2 Zn . No. 42505 JOB NO. 03-001 r.8.&:PG. DA IT, RIYTSJONS ":~1) 12-10-03 ROTTLUND HOMES OF FLORIDA, INe 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 _ .-r_ -.....'.~\ ~"'~ . In .........4'"~.v.c. .. '..... ~,g;;, --.tJI'CIIltL......:.~ 4-.4-. 3/f/' Gatbwl...d ~.~. '. ":':>~, ,&lH:Z L~""" ~:;:- DE;: 'B' F ACE OF loll (2)1""" U1....... .... - ,. ..... & SHT 13 17 or DESIGNED DRAWN CHECKED Q.C '$-". ~ ~ 11),., ",- . ., Ii! "II ~... 4l -i..: Jls! J~!~ 5'-5" \0 PLAN ~ ~ on,., "'; Tn .~ .. Ii! · ~~ ~l Jill in III _Ul... . \0 PLAN r1~ctr.. \0 SECTION TYPE C ~ McDdmum Pipe SIze: 'L~ WalI-18" PIpe '$-1. WaIl-2"" PIpe \0 SECTION TYPE D R~ NcDdmum Pipe SIze: 3'-1" WoI-2"" PIpe "'-1. WalI-JII" PIpe I CAST__UT / PERMIT1ED ON INLET TYPE 0 y-c Of Orate ~ ~~-~i~ ... ~ j: HALF SECTION CAST IRON GRATES TYPEC Approx. Weight 235 Lbe. CAST ';tI . N_ ;e..... ~ Ie t!. i . .. ... ... 4''''''''" .~ ~IN, g~~ir~~~ ~I i Ii .,....~.,.,..j.;.~,.,.....I"\-'"";..r,"" N Ii :~'~.:~.:t~:.~:~~~~~:--r .. . -'1'<'--t".'--~' ~ ,~.~~;..-;.,r'-x j - - >~,_i-,"";',~..i..#f~)."'-.,. .......' C" ,,'-,," 2t ~ on,., ",- "" ., I Ii! · ~~ ~i -i": J :1.5 i J~!~ ~ :t: o III ! ~ 8" & III .; C 8" . \0 PLAN r1~ \0 SECTION TYPE E ~..cMd MaUnum Pipe SIze: '$-0' WalI-2"" PIpe ,,' -I" WalI-42" PIpe INLETS 2{ "" I . 11.I .ij o ($ T)'pe C 2'-0" T)'pe 0 3'-1" TeE 3'-0" TYPEE ApprOlC. w.foht 48S I..bL IRON GRATES 1 'I T)'pe C 3'-1" T)'pe 0 4'-1" T E 4'-6" 8" '$-,," "- N .,. ! Ii ~i:I Rl ~~1"J';~~"':'~r.;.;rJ ~f.i;~t~tf{~ 8" 3'-6" Unle.. otherw Shown On Plane 8" 6'-0" Unl_ otherwl.. Shown On Plane 8" 14 Ben . 12" ctra. NOTE: Alt. B Structure Bottom Only. See Index No. 200 STRUCTURE BOTTOM FOR INLETS TYPE C, D & E SECTION TYPEH R~ Maldmum Pipe SIze: 3'-0. WcII-2"" Pipe T-S" Wall-1-ee" Pipe 2-30" Pipe GENERAL NOTES 1. 111_ IIMta _ ..It able far bloylH and pedwtrtan __ and _ to be UMcIln cItoh... mtdlane and oth.. __ IUbject to lnhqu..t traffic Ioodlnge but _ not to be plOC*l In __ ..bjlct to any heavy wheII IoodL 2. Inleta IUb ject to minimal cIeIIm IhouId be OOMlrvcted without IIlote. Wh_ ~ Ie a probI_ InIeW Ihould be _Itructed with IIlote. Slotted InIeW Ioocrted within roodwoy c1_ _ and In __ ~ to pecINtrfaI.e IhaII heM trawnabI. IIob. The v-..... lIIot modlfloatlCln Ie not adaptabl. to Inlet T)Pe H. Slota may be -.tructed at elth.. or both ..de as ehown an plaia. 3. st..e vat- _ to be ueed an aI InIeW .... blo)ele traffic Ie antIcllpotecl. Steel va- _ to be UMcI an all ..... with ~ IIlote. ElVler ~ Iran or etMl va- may be UMcI an InIeW without ... .... bla)de traffic Ie not antIcllpoted. ElVler coet Iran or etMl 9fCIUe may be ueed an aIllnlet. with nan-~ IIlote. SUbject to tile Mleatlan dlt8arlbed all-. when Alternate G erate Ie IpeCIfIed In the plane, elther tile etMl vats. hot clipped 9GlWnlzed after fabrtoatIan, or tile ~ Iran erate may be UMcI. un'- tile plan. stlpulat. tile pcrtlcular t)p& "" I &. PCMmtIlt to be UMcI an ..... without ... and ..... with nan-V-..... elote anly wilen aaIled for In tile ploM; but,...1red an all ~ elot....eta. Coet to be InaIucIed ., -nct unit prfoe far InIeta. ~tItJw IIhown _ for Inlormotlan only. ". ~encIed maximum pipe elzee ehown _ far concrete pipe. Pipe elzee larger than thoM ..-nmendecl '"'* be aIMcIled far fit. 5. All expoMd oamere and edgee of _crete _ to be ahot."ed . TYPE H Approll. Wel9ht 725 I..bL 7. T-.able ... -.tNcted In eldetln9 Inlete ehaI be pald far CI8 .....ta partial. and ehal Include tile ~ tor lIIot apenlnp, paWlQ and any required ~t vat- I' 6'-6~ 31 s,- ~" 32 Ben ., &. SoddIng to be UMcI an all..... not '-led In pcMd __ and paid far uncIIr _tract unit prfoe far SodcIlng SY, 8. For euppI_tary deta" _ Index No. 201, DITCH BOTTOM INLETS TYPES C. D. E & H TYPEC StralFt Ben 2"xlt RetJouIln. Ben1tx t Bancleti"xt Approoc. WelPt 100 I..bL TYPE D TYPE E ~t Ba,. 2"xlt StraIght Ben 2"xlt RetIaulM Ben1tx It Retlcul~ Bareltx t Bande1txt Banca1fxt Approx. WeIght 180 Lbe. Approx. ~t 215 IJ)e. NOllCE: Steel Grates Are Required On Inlet. WIth TroYel"lOble Slot. And On Inlete where BIc)ele Traffic Ie Anticipated. STEEL GRATES SpIgot On Inlet Section BIll On Outlet SectIon (OUtlet SectIon ~ C)ttnclerfcaI -, j ~or ~t F1cn A L~ A .J PLAN Toe Wall D ~ T ," ."...,. '\. '\>... ' - ............ ".... ~ ........: ':'~. '<'. ," ~,..., SECTION AA FLARED END SECllON FIend End Lc END VIEW SECTION CC REINFORCED CONCRElE JACKET DETAIL SPC 13630 58th Street N" Suite 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 Gulf Coast Consulting, Inc. Land Development Consulting VT SPC RP E I ,I OPllONAl SHAPE 1i"R ~~"/:'/<r' .' , I. E SlRAIGHT FlARE SECTION BB Ally .. ...... ~t "'Ich PnMcIee 0.128 Square lnoha Of 5t8II Arwa Per LIMcr Foot Both ")18 "ay Be u..d; Provlded 1he WIrw Are SDaced. A "lnlmum Of r Md/Or Maxmum" Of .. On c..... TYPEH ~t Ben 2"x II RetIculin. Ben1..X I Bancle1i'x ~. Approx. ~t 315 LbL FOOT 1 of 4 232 ,08 .07 .11 .12 .17 .18 "2. .31 .J8 .42 .44 .47 .80 GENERAL NOlES 1. FIend ..d eectIane IhcIII oanfwm to the ~ of AS1M C-7e with the aoeptlon that cftMnIIclM and IhaII be (Ie pIWClItbed In the table abcM. ~tIaI rwIIIbo.hleM mayoort*t of lither one oage or two Corn""'" 8hngth of carta'Wte IhaII be 4000 pel. !hap drawInp far tend ..d eectIane hcMng *'-'elan. other abcM mult be IUbmJttecl for appnnIIlII to the Stat. DraInage Engine.-. 2. Comeotlon. between the 1knd MCI MOtIon and the pipe ouIwrt may be any of the following t)IMI U... otherwIM "own on the plana. Go JoInU meetfn9 the requJrwnente of SectIon 141-1.5 of the standard SpeclfIcatIonI (O-RIng GoIket). FIend end MOtIon jDlnt cllmlnllona and taI.-a1lO11 IIhaI be IdIntloal or oarnpatJabIe to thole ueed In the p~ culvert Jl*Il WMn p~ culwrt and tend MCI eectIon m~ en cIffwwlt" the oampatlablllty of jDlnt .... lIhaIl be 0II"tIf/ed to by the manufacturw of the fiend MCI lIICltIonI. b" JoInte eeaIecI with p...r.....,.d pkmIc ...... The gaeIceta IhaII meet the """"""'en\8 of SectIon 142-2 of the stancIard speottIoatIoIlI and the minimum ... far gaek1t8 IIhaI be (Ie that epeaIfIed far equhalent ... of"~ .... Go Relnfaroed OCIIlClrete .Jadcet.. _ detaled on thll cFawlng. Colt of the relnfaroed cancnI:iI jlIdcet to be lnaluded In the cantract unit prtae far the tend _ eectIon. ...... non-coated corrugcItM metal pipe II called far In the pIanI, the pipe IhaII be bltumJnoue coated In the .Jadc<<M area (Ie epecIfIed on IndIoc No. 280. Bltumlnoul ooatIng to be InalucIed In the oantroot unit pr10e lor the pipe ouIwrt. 3. Toe wall ..all be ClClflItruotM when ..own on the pIanI or at IooatIonI dIIIanated by the En~. Toe wale en to oaet-In-plooe with aGel ... Concnte and paid fOr under the oontract unlf pr10e fOr aa.. .... Concrete (MIIoII1an ReInforcing eteeI to be Included In ooet of toe wdL 4. On ..... pipe ouI'4WtI the tknd ..d eectIane IhcIII be plaoed In line with the pipe ou/wrt. SIde IlopII ..all be wwpecl (Ie requlnld to fit the tend _ eectIon.. 5. Flend End SectIon to be palel for under the oantraat unit pr10e for Flend End SectIon (Concrete). Each. SocIcIIng ..all be In _daI_ with IndeIc No.. 28t. and paid far unci.- the cantroot unit price far SodlIng. SY. DESIGN NOlES 1. F1crecI _ eectIonI .... Intencl.d far ... outelcle the cHar zone on median drain and ClrWI drain lnItaIatIon, .. that fIcncI ..d MOtIon. for pipe ... 12" and 15" en I*ftlIJttecI within the aIecr 110M. WMn the II.. Intereeotlon permb, th.. fiend ..d MCtIone may be located with the culvert ClI*'~ CII cloeI CII rf be)ond the oubIde edge of the "oulcllr. FIend end IIctIorlI .... not IntMded for ... clraIn 1nItaIatIon.. 2. Reinfaroed ClCIflCf'8t. .JackIt8 Ihall be ueed at all IooatIonI where high wIocItIeI and/or highly IrOIIw ... may ~ chjDlntlng. n- location. en to be Ihown on the plana. 3. Toe wat. IhcIII be ueed when..- the ant~ed 'wloolty of cIIeaharge and IlOI ~~ en IUOh that .... action would oocur. Toe waI'- en not requlnld ..... cIItch pcMm<<lt II proIIIcIed, aoept when dIIjD1ntt1g woulel occur If the cIItch pcMm..t IhouId taL FLARED END SECll0N FOOT INDEX 270 st CONCRETE SLAB (CV) fl SOODl Slnale Double TrklIe ~ Quod. S1noJe Double Pipe Pipe Pipe I Pipe Pipe Pipe 0.38 ~ I 0.44 D.~ . 0.68 0.81 SOD 15' UNDISTURBED WETLAND BUFFER 2' w" 31 o Z. <(" ~I <D FFE / STAKED ,/ SILT SCREEN -- POOL DECK '-~ -_. '-'.~ - -~. ~.~. _.- '.,. EXIST. . 0\_'- ....- GROUND (TYP.) " ~.~- -- .~- - 4: 1 TO MATCH EXIST. GRND. (TYP) CROSS-SECTION x-x NTS 8' FLARED END SECTION <D 6'x8' BURLAP COVERED SAND-CEMENT RIP-RAP SUMP AREA 8' BOTTOM : I "5' EL 83.70 INSTALL RIP-RAP ALONG PERIMETER w/TOP EL 85,0. BOTTOM OF FLOODPLAIN MI TIGA TION AREA @ EL 84.65 34"x53"ERCP OUTFALL PIPE 6'x8' BURLAP COVERED SAND-CEMENT RIP-RAP SUMP AREA SEDIMENT SUMP / ENERGY DISSIPATOR . N. T.S. (OUTFALL SlRUCTURE 123 DIMENSIONS AND QUANTITIES tot Double TrlDle Quad. N PI . Pipe Ppe o A E F G Slnale PI B x C - n' 7. ::=il:- ~. f- ~ I=F= - -Hi- =ifi: r-~ ( = t] .e ~ 1, 1. r..- ~ _I- fro- ~ ...--1- 2:1 Slope ir-- r.-- ~I- fr-~ ~I- r.- --' 1& g: 11.66' 12.1SlT 1T 40.115" - .....t-. .....t- .....~ .....~ 1 1. 1. 1. 1. O' 1. 1 n._n- 10..115' _ n" ir-~ ~~ .22' .41' ,73" 7.21' ....~ ....~r- .... --' I-- - .I!r. ~I!r. 4:1 Slope :.- !0- r- :.- ~~ ......~ '7!'\-'-"I"~ 28,5lI' 23.03' .....1- .....1- ....H .....1- .-H .-1- fi 14 I--l .45 ,M ,!W, 0.87 t of .... ilIl s..J~ I~I ::::...-- ",.....-- \"........ Y \y ! / BeYlled Or Round Com... in .... in ..: v . -f) ~...... ~jJ \ \ /' / //), ~-----...~ 20 iI'! - ~ ~ ) CY. Concrete Slob, 3" OrSJ. ThI8; Reinforced WIth WfIF trxe-W1.4xYl1.4 in TOP VIEW-SINGLE PIPE 14 Bar. Concrete Slab. $' 06.1' lhl8, Reinforced WIth WWF <<xe-W1..xWl.4 2' VALLEY CURB ~ Triole Pipe A 1:o11~ 21( o ~ ~ SOD OR LANDSCAPING 15' UNDISTURBED WETLAND BUFFER SURFACE WATER WETLAN D AREA 5' DECORA TIVE FENCE (WROUGHT IRON OR EQUIV.) w. 31 o z. <(. ~I 2' / STAKED ,/ SILT SCREEN .':.::~), . --.. -. -, ._.~. .. - ~ '--. -.~. ~~lgJND (TYP~ .. .0. CROSS-SECTION y- y NTS ~c P ~ooS' - o563Q -) (J) U c;- L L' c~ f:/t , ~ 1l. pr[ 'L Z rL / "0'1 Lv, \' JI s,.-Sl S-el- Ub7 1/ 1 -", Quod. Ii See General Note No. 3- Pipe See Sheet S Of 6 For 3" Slob Quontltlel ~ ~ - - B E A 15..2' I!r. 8.25 Olmenllone permitted to allow uee of 8' standard pipe length.. - 010.40 0 10.10' Dlmenllonl permitted to allow UN of 12' standard pipe length . - AOConcrete lIab sholl b. deepened to form bridge ocroa crown of pipe. See eectIon below. - - - Bewled Or Round Com... in ----~ - ,,/' \~y \/ ! / . IDw ~il ~ ~ in t> \ \ /" / / /), ~-----~ TOP VIEW-MULTIPLE PIPE NOTE: See sheet 6 for detaDl and not... CROSS DRAIN MITERED END SECll0N SINGLE AND MUL llPLE ROUND CONCRETE Paid For Ae Pipe Cui E F P e To Be Included Under Unit Price For Mitered End SectIon S'Sod 4:1 Miter: To I Pipe For flDee 18" Jlnd Smaller. 2: 1 For Pip.. 24 Md Lorg.r. 2: 1 Miter: To I Pipe For Plpa18" A~d Smaller. 1: 1 For P1pa 24" And Lorgllr. -Slope SECTION PREPARED FOR: SHEET DESCRIPTION: THESE PLANS MAY NOT BE COPIED (JR MODIF'lED WITHOUT WRITTEN PERMISSION FROM GUlf' COAST CONSUL liNG, INC, ROTTLUND HOMES OF FLORIDA, INe 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 LAKE CHAUTAUQUA SUBDIVISION PAVING, GRADING & DRAINAGE DETAILS SEAN p, CASHEN 42505 NOT VALID UNLESS SIGNED & EIolBOSSEI> BY A REGlSlERED ENGINEER GULF COAST CONSULllNG, tNe, CERllFlCA lE ~ AUTHORlZAllON No, 9774 ,/ / 03-0Ul 14 FB &PO SHT. NO. DAm 1 12-17-03 ADDED DETAILS REVISIONS ":~t) 12-10-03 OF DATE: 17 ~ ~ " DESIGN['[) SPC DRAWN VT ClITCIITD SPC Q.C RP 91- 90- 89- 88- 87- 86- 85- 84- 83- 82- 81- 80- EXISTING CHAUTAUQUA A VENUE SOD 19' (TYP.) I- Z w :::!: w > < 0. u.. o w ~ o w X w 4' EXIST, SHOULDER MA TCH EXISTING GRADE 2' n ~SWALE FLOW LINE (SEE PLAN) . - "1~" 1-: 7 2' WIDE ROADSIDE SWALE (SEE PLAN SHT FOR FLOW LINE ELEVATIONS) - 4' CONC. SIDEWALK I I I ~"'.".....~.. I . .., _4.', "~". TYPICAL CROSS-SECTION R-R NTS SURFACE WATER AREA , w:l, z>- :JI~ >-0 <z ~=> 10 u..lal <r~ t-IO:: Iw ~o. ero 0:: xo. W 1 ' SOD REG~ADE v AND SOD ANY DISTURBED AREAS I 3' -~ r6' HIGH I VINYL FENCE STAKED SILT SCREEN ----:. EXIST. \.. GGROUND (TY. P,) 2' , \ I .. .. .. .... .... .~ d 4. ~'.\ ~ SWALE FLOWLINE 6"(TYP) W (SEE PLAN SHEET) W z :J >- ~I WI 0... ~I CROSS SECTION D-D REARYARD DRAINAGE SWALE NTS I\.; . . 12' LITTORAL SHELF PLANTING AREA. I'" -I MAINTAIN EXISTING LAKE GRADES AND PLANT PER I / APPROXIMA TE T.O.B. 1/ @ WETLAND LINE STAKED SILT SCREEN (TYP)~ ~I :J' ~I <( -l ' 1-. ~I LAKE CHAUTAUQUA SUBDMSION SURFACE WATER AREA LITTORAL SHELF PLANTING SCHEDULE Species 800m na baken Juncus effUsus Myrica cerifera Serenoa repens Bacchans hal1mafol1a Conunon Name Smooth cordl!raSS Soft rush Wax MVrtfe Saw Palmetto SaltBush Elev. 89,0'.87,0' 89,0'-87.0' 90,5 - 89,0' 90,5 - 89,0' 90,5 89,0' O.c. 3' 3' 10' 10' 10' Size BR BR BR BR BR I TOTAL E-2 400 400 30 30 30 890 NOTES: BR = bare root, I-gal. equivalent root ball size; O.C, = on-center planting centers. SHW = 89,0'; NP = 88.56' NGVD, 91 SCHEDULE BELOW. SHWL @ EL, - 89.0 \7 REGRADE AND SOvD ANY DISTURBED AREAS I STAKED SILT SCREEN ~ W Z ..J >- . 1-., 0::: wi ~I SOD - 1 ' r6' HIGH I VINYL FENCE EXIST. l' ..... . \ROUND (TYP.) ~~~'l . 'Ij,y ) ~ SWALE FLOWLINE 6"(TYP) (SEE PLAN SHEET) CROSS SECTION E-E REARYARD DRAINAGE SWALE NTS SHWL @ EL, = 89.0 \7 EXIST. / GROUND (TYP.) 4: 1 PROPOSED BOTTOM @ EL. = 80,0 CROSS-SECTION M-M SCALE: NTS : ZONE~ 4 . . APPROXI'MA tE' 'L1MITS 'OF, EXISTING SURFACE WATER LITTORAL" SHELF . . ZdNE 3. ' : ZONE 2 . 90 89 '52. 88 , .... " . :B'~ N .. ..... . ......l~ ~~~~~~81K~ . S1; .., ....., .~.JJ...... , ..-- : , - - j - - - - - ~. : ~-'~. ....'... .............. ~. .;.. .. ';;;7'" .. ; /" d'", , ./ .'0 2'" . .. . .," ., .. ....... . ." .. .. . .. . . 87 86 85 84. Gulf Coast Consulting, Inc. Land Development Consulting Il!;i~/ ";':;~;:~i" \~.&.<~~ '1;~'.' ::./(. to, ~ /r /.-. y.;.1/'1 ,. ~ "J -;r~~~:f~;;:: 'st p;' 13630 58th Street N., Suite l10 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 ~ ~ -r- !j ~" . ......i. j' .... ~!r >, At1~ ..~ h- .. :Qr~ 'c- --'- ~ ~ ~ ...- - ."-- d'", .0 n / ) l FLOA TING TURBIDITY BARRIER LAKE CHAUTAUQUA SUBDIVISION ENHANCEMENT AREA E-2 PLANTING SCHEDULE '- ZONE.17'. TOB~__-- , - .. ~ - - .. ~ ^.. . - ' .,.....,. ~.' - - , /" ./ ~ ~~~ ~ ~ //; ~ f/---:' .~ (/"_~~~~" ~.... : . , ,~ ~. /" .. .0 /. ,,".. . q' .......... /" ..... 'tp Species Svartina bakeri Juncus effusus Panicum hemitomon Pontederia cordata SafdUaria lanci{olia Nvmvhaea odorata TOTAL Common Name Smooth cordll.rass Soft rush Maidencane Pickerelweed Arrowhead Frall., Water Iilv CROSS-SECTION E2-E2 (SURFACE WATER ENHANCEMENT AREA E-2) SCALE: 1"= 100' (HORIZONTAL) 1" = 2' (VERTICAL) Elev. 88.6 - 89.0' 88,6' 88,6' - 87.0' 87,0 - 86.0' 87,U - 86.0' 86,0' - 85.0' O.c. 3' 3' 3' 3' 3' 3' ) I SpedfS S1X1r1ina baken Jurr:us ellilSUs Timca c;;;:jkra Serenoa reoens Ba:chrris halima(olia Size BR BR BR BR BR BR E-2 200 100 200 200 200 200 1,100 TOTAL ~~&~ ~>. t- ~J ~. ~ ;it' ~ ~ ~~./p~ ~.I~~ . ~...l~.~;~",___~.~ro. \~ APPROXIMATE 1 . . _ ..... . .. ~T~~ \ \~~IVTOP OF BANK w Z @I~ :.cW :::!: zlw <(/'J al< u..lw Ow a..~ 0< I-~ < 0:: o PERIMETER LITTORAL SHELF PLAN TINGS ~12' 12,1 SOD VARIES " I (15' MIN.) w STAKED SILT SCREEN """" ~ 5 " Z ...J < < MATCH EXIST. \ ~ ~ GROUND ~ ~ 0 ~ _ " . '" ~ , ~ TOP N I. NWL @ EL=85. 75 J GRADE BREAK Y /' /" EXIS:. ~ @ EL=83.5 l l GROUND (TYP.) I i tt'l I SOp TOB VARIES PAD ... .... ..... . ... . .. 2' I ./(EL",90.0 MIN.) I I~f VA~/c-<" ~ TOP OF L1NER@EL,89.5 -----=P'''~<;'';;., . R/fS___1. l' OVERLAP i/ "*'." i~~. 6,'1 r~r... ;'-, ,I-~\ "';,. ~~t ~ ',> ...... 30 MIL PVC POND UNER~/\ ~. " , c\i l l BOTTOM EL. 72.0 i '\ -<;" .f J: ":q- ~,. -;1"" BOTTOM OF LINER @ EL. 68.0 'I!.~ ~1~" ~-":-PN~. 'r"!'>,>'c ';i~k ~{~ ~:.; r.tiil ~,';f. .'n'~';:'~l :~<;'ff. (f/J':--~ TYPICAL RETENTION POND NO, 20 CROSS SECTION NTS LAKE CHAUTAUQUA SUBDIVISION POND No, 20 Littoral ShelfPLANfING SCHEDULE Species Spartina bakeri Juncus effusus Panicum hemitomon Ponlederia cordata ~vjttaria lancifolia Nymphaea odorata TOTAL Common Name Smooth corclIn'ass Soft rush Maidcncane Pickerelweed Arrowhead F~ Waterlilv E1ev, 85.3 - 85,75' 85,3' 85.3' - 85,0' 85,0 - 84,0' 85,0 - 84,0' 84,0' - 83,0' O,C. Size 3' BR 3' BR 3' BR 3' BR 3' BR 3' BR E-2 150 100 100 250 200 50 850 NOTES: ; BR = bare root, l-gal, equivalent root ball size; O.C. = on-center planting centers. SHW = 85,75' NGVD, I · SCREEN ENCLOSURE UNDISTURBED WETLAND BUFFER (WIDTH VARIES -15' MIN.) FLOODPLAIN MITIGA TlON AREA (SEE ENHANCEMENT AREA E-1 DETAIL BELOW) SOD If) '" iD '" r-STAKED SILT SCREEN / FFE ... LANAI - I L~~O()L DECK 2' I 6" (TYP. ) \.. EXIST. GROUND (TYPS .......~~....... ..........~.. CROSS SECTION F - (FOR' LOTS 9 THROUGH NTS MATCH EXISTING GRADE F 23) UNDISTURBED BUFFER AREA LAKE CHAUTAUQUA ENHANCEMENT AREA E-1 (SEE PLANTING SCHEDULE BELOW) LIMITS OF FLOODPLAIN MITIGATION AREA - & ADDITIONAL BUFFER AREA (SEiE PLANTING SCHEDULE BELOW) (SEED & MULCH OPEN AREAS) STAKED SILT SCREEN \ ZONE B \ r LAKE 1 CHAU~UQUA. 6" 6" ZONE B ZONE A W z :J ..J <( Z o , I~ I~&~ ~ ~ \" EXIST. ..... l~~dt,U.\GROUND (TYP.) .~~.~~ \ . ~'~'-1~Tfot~~~~5r:ft ... ~ STAKED SILT SCREEN (@ TOE OF SLOPE OF TRIEA TMENT SWALE BERM) \ I MATCH GRADE EXISTING LAKE OIAUTAUQUA SUBDIVISION FLOODPLAIN MlTIGAnON AREA I BUFI<'ERAREA PlANTING SCHEDULE LAKE CHAUTAUQUA SUBDIVISION ENHANCEMENT AREA E-l PLANTING SCHEDULE <:mwmn Nam! Smoo1h C<Tl!saass Soft rush Wax M)rtle Saw Palmetto Salt aJSh Species Pontederia cordata Sagitta ria lanci!olia TOTAL ZONE A A B B B Flev. 84,65' 84,65' 86,0'-84,65 ' 86,0'-84.65' 86,0'-84,65' Common Name Pickerelweed o.c Size BR BR 3-Gal 3-Gal 3-Gal E-2 333 333 15 15 15 Elev. 84' - 82' O.C. 3' Size BR E-2 1,000 1,000 5' 5' 10' 10' 10' Arrowhead 84' - 82' 3' BR 2000 711 OF LINER @ EL. 89.5 LA^K E I CHAUTAUQUA I I~ :J . -l I~ o 'i= '-' I~ '0::: .::> 1-' NOTES: Floodplain mitigation areas are along lhe western edge of lake 018l11auqua BR = bare root, l-gal. ~uivalent root ball size; o.c, = on-oenter planting centers, SHW = 84,65'; NP= &3.97' NGVD, NOTES: E-I is the littoral zone of Lake Chautauqua from the wetland jurisdictional line out 50' into the lake where the nuisance species cattail, primrose willow, bamboo, Brazilian pepper and southern willow have been removed; BR = bare root, I-gaL equivalent root ball size; O,C. = on-center planting centers. SHW = 84,65'; NP = 83,9' NGVD NOTES: E-2 is the eastern end of the 2,55 acre surface water; BR = bare root, I-gaL equivalent root ball size; O,C, = on-center planting centers, SHW = 89,6'; NP = 88,6' NGVD. PREPARED FOR: ROTTLUND HOMES OF FLORIDA, INe 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 SHEET DESCRIPTION: TYPICAL FLOODPL.AIN MITIGATION AREA & LAKE CHAUTAUQUA ENH/~NCMENT AREA E-1 CROSS SECTION NTS THESE PLANS t.AA Y NOT BE COPIED OR MODIFIED WITHOUT 'AftITTEN PERMIS')1ON FROt.A GUlf COAST CONSUL liNG. II~C, LAKE CHAUTAUQUA SUBDIVISION PAVING, GRADING & DRAINAGE DETAILS SEAN p, CASHEN 42505 NOT VAUD UNLESS SIGNED & EIolBOS:iEO BY A REGlSlERED ENGINEER GULF COAST CONSUL TINe, INe, crRllF1CAlE OF AUTHORIZATION No, 9774 2 1-05-04 REVISE PER alY OF aEARWAlER COMMENTS 1 12-05-03 ADDED DETAIl SHEET NO DATE REVISIONS ,. S.ean p~ ~7 u;j.. ~a61004 ~~.. . ~.V.E.~O. 42505 / JOB NO. 03 -001 15 17 f.B.&1'G. SHT DATE. APP'D BY 12-10-03 Of l' :3 '" o ~ ~ ~ ~ .; ~ on .J " ~ '" ~ o ~ ~ ~ ,;; '" z ~ '" "' ?! ~ 3 " ~ " '" ~ " <L RJW Varies Finish grade to allow 0.4' min., 1.01 max. fall from property line to back of curb. 2 Non-Penetrating Pick Holes D 0 D D 0 D 0 D D 0 D 0 D o D OSANITARYO ODD 0 D o 0 0 S E 'vi E R 0 CJ 0 CJ 0 CJ o CJ CJ 0 CJ 0 CJ CJ 0 D 18" min. 24" max. ~ 30"-36" or as Directed by the City Engineer -l~ ~ ~ Clean out Plug I- ! I. 24" SOLID COVER Concrete Pad 8" Thick x 1 '-6" Sq. 25 1/2" I' -I CITY OWNED AND MAINT AINED HOMEOWNER OWNED AND MAINTAINED 25 3/4" 6" or 8"- 1/8 Bend 29 1/2" Plug (See Note) 6" Service Lateral RING - SECTION Weight 85 Ibs. SOLID COVER SECTION Weight 120 Ibs. SECTION ANY VARIANCE MUST HAVE WRITTEN APPROVAL OF THE CITY ENGINEER. NOTES L U.S. Foundry No. 117 Ring And BL Cover, Or Equal. Sewer Lateral NOTE: All lateral materials, including approved Cleanout hardware, are to extend to the RJW or to the easement line as noted. CLEANOUT DETAIL SANIT ARY SEWER MANHOLE COVER n.t.s. n.t.s. STREET LATERAL DETAIL ('.l --- ....... l i · 9 5/8" "I _...~/U--U-0j -t 3' r See Index No. 301 / Lot Lot Lot ~ 4 layers of brick 2' 1- ----I I~ li-' Approved barrel joint seals are "a-Rings" and "Ram-Necks". Two continuous rings at all joints. Concentric cone (Flat cover on shallow manholes 0' to 4' depth) ~ \. - - - - - - - - - - J_ - - - - - - - - Water Main Curb J 19 WIn I I ---I-----~------------- f' r/w line 10 5/8" 9 7/8" ~ _ d 0'- -~ @ Water Service (Typ.) , I , , , ~: Curb " 5" min. wall thickness type II acid resistant cement 4000 p.s.i. .. ~ ~ ~ o San. 8" Brick Steel reinforcement ~.... '..,~' )-:'. .. ~. 4'Min. 2 "1ft min. M"H. '- Sanita Lateral (Typ.) Sidewalk 8" :-:~:-:.. .. ,:t>, r/w line J I ~ Grout fill opening with V \ non-shrink mortar WInO -l 2'll 10' PLAN VIEW CLof Street Water Main 2' joint in pipe entry 13 1/2" ~... /"~'" ~ ,...~' Poured Encasement /~:-::{::/::~-: ....,~.....~.....'~..~.... : ,"'- Side Lot Line Lot (Typ. ) NOTE: SANITARY LATERALS TO BE WITHIN 10' OF CENTER OF LOT ON DOWNHILL SIDE OF CENTER OF LOT. CLEANOUT PLUG DETAIL n.t.s. - - N .............. ~ L~ r NOTE: Cleanout plug to be U.S. Foundry 7621 or equal. 2' joint in pipe entry (Typical) P.V.C. pipe requires manhole adapter coupling by Flo Control, Inc., or approved water stop coupling. 8" thick poured-in-place concrete pad (4,000 psi per c478 specifications) installed under existing 8" sanitary main prior to removing pipe through MH. Rim M.H. Grout flow channel NOTES Sanitary Main 1. Precast manhole drop may be approved by City Engineer. Shop drawing submittal required. 2. Drop required when 2' or o\-er. 3. Manholes shall have an interior and exterior coating of at least 15 mils dry thickness PROLO EP214-351 Epoxi-Mastic or Koppers bitumastic black solution 300M. PROFILE SANITARY LATERAL LOCA TIONS PRECAST SANITARY MANHOLE DETAIL OUTSIDE DROP & DOGHOUSE CONNECTION (FOR MANHOLE NO.9) n.t.s. DESIGNED RE\'TSIONS PREPARED FOR: SHEET DESCRIPTION: Gulf Coast Consulting, Inc. Land Development Consulting ROTTLUND HOMES OF FLORIDA, INe 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 SPC LAKE CHAUTAUQUA SUBDIVISION WATER & SEWER DETAILS DR"WN RAW 13630 58th Street N., Suite #110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 CHECKED 1 02-10-04 REVISED SANITARY MANHOlE OETAIl SPC Q.C NO DATE RP LB. & /'G. SIlT. 16 or 17 D.'IT' APP'D 11-20-03 BY NOTES: 1. WATER MAINS TO BE ON NORlli or EAST SIDE OF R,O.W" APPROX. 4 FT BACK OF CURB UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER 2, SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE SHEET NO.3). THESE SERVICES TO BE CONSISTENT WlTIllN TIlE SUBDIVISION. DRIVEWAYS SHALL NOT BE BUILT OVER MEfERS. 3, ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (fEST FOR ONE HOUR @ 150 P.S.I.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFfER SUCCESSFUL COMPLETION OF THE TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. 4, TEN FT, SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES, 5, SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS, SADDLE IS REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS. LARGEST SERVICE CONNECTION TO A 4" MAIN IS 1 1/2" and LARGEST TO ANY MAIN IS 2", 6, MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS TIIAN 36". Threaded Corporation Stop MUELLER H15008 or approved equal (Tap at 450 Angle) r Curb Stop /' MUELLER H 14350 with Lock Wing and _ ~ Compression inlet or approved equal \ \ Water Service Tubing Driscopipe 5100 or EndotlY ardley Blue Jet, SDR 9, 3408 Polyethylene Saddle if Required See Note 5 - Saddle shall have double stainless steel straps with epoxy coated ductile iron body. ~r2J : -= Water Main SERVICE CONNECTION DETAIL n,t,s, '" ] ~ .... .=. .,- qFa> : 18" Min. f 24" Max, . ~ t I i Distance Varies U ~>Y~~ J . z~<~ I / Valve Box i/ !~ I i ~ , I , I , Max. IS' - Min. 4' .s ~ '9 N I Mech. Joint Valve :b J ~ ( i lO[ ~ I J.. ~ - I - lU[ .!r I -, i ""- Restraining Joint (Typ.) NOTES: 1. Steamer Connection to Face Street. 2. All fire Hydrants to have 5 1/4" Valve Seat. 3. Fire Hydrants Shall be Placed at Street Comers or in the R,O,W. Adjacent to Side Lot Lines Whenever Possible. 4. See Sheet 3 for Typical Connections & Fittings. TYPICAL FIRE HYDRANT SEITING DETAIL n.ts. !I'!I . i= . - Fire Hydrant Assembly I !=; It (Typ.) o$~ NOTES: I, All Fire Hydrants to have 5 1/4" Valve Seat. 2. See Index # 407 for Jack & Bore Details. Distance Varies 18" Min. 24" Max. I. / Valve Box ~ ~~ . '/'\(<! ~ .*111 ,s ~ mr _l JOr I Mech. Joint Valve - '9 N I Jill: .. .. - llK Connecting Piece w/integmlly cast Mech. Joint Gland on one End-D,l Rotatable Mech. Joint Gland on Other End, J- -- ""- Restraining Joint (Typ.) - TYPICAL HYDRANT SEITING TAPPING SLEEVE & VALVE BY CITY n.t.s. DESIGNED SPC DIlA WN RAW CJIECI(ID z~ ~, W;x. ';;::,,;.;;'//Y , /0?i;Z/): z SPC QC RP Back of Curb or V Edgo ofP..,,,,,.,, 'Z~ I ONLY APPROVED Kennedy Guardian N<l. K-81A Muller Centurian No. A-423 U.S. Pipe Metropolitan ONLY APPROVED Kennedy Guardian No. K-81A Muller Centurian No, A-423 U.s. Pipe Metropolitan Tapping Sleeve & Valve By City, Fee by Owner or Contractor ""- Exist. Water Main NOM, PIPE SIZE 4 6 8 NOTES: 1, 2" PVC CONDUIT TO EXTEND 2' BEHIND BACK OF CURB, BOlli SIDES OF ROADWAY (NOT REQUIRED ON SERVICE REPLACEMENt). 2, PVC CONDUIT TO BE MIN. 18" BELOW THE SURFACE MEASURED FROM TOP OF FACE OF CURB. 3. WATER MAINS TO BE MIN, 30" BELOW GRADE and APPROX, 4' BACK OF CURB 4. CURB STOP TO BE LOCATED APPROX, 1 FOOT BACK OF RIGHT-OF-WAY, 5. SERVICE LINE TO BE MIN. 12" and MAX. 18" BELOW GRADE. <U li { f 11 o tx: ~ ~ iZi - 1'- ~ 1'1- - 12' (Typ.) i ........"...... I ..4ir;t" t ""~~ 1 30" Min. I t 12"-18" , J4;".j~,:\:,;. ~l'f- ~",'.'i. ir/ii.' 18"Min. j - ~C~~ (Typ.) ~ 3/4" Polyethylene Water Service Tubing in 2" PVC Conduit (Typ. 5/8" meter) Threaded ~ COlporation Stop (Typ.) Water Main WATER MAIN SERVICE LINES TYPICAL SECTION n,t.s, Connecting Piece w/integmlly cast Mech, Joint Gland on one End-D.l Rotatable Mech. Joint Gland on Other End. @ -------- ~ lJ I Length Varies ~ (See Note 1) - @ ) Threaded Corporation Stop MUELLER H15008 or approved equal (TAP AT 450 ANGLE) <U li ~ .... - Fire Hydrant Assembly (Typ.) Stop Less Check MUELLER H14350 with Lock Wing and Compression inlet or approved equal Saddle shall have double stainless steel straps with epoxy coated ductile iron body. Valve and Hydrant Tee wIDJ. Rotatable Mech. Joint Gland on Plain End Branch, ~( - I Mech. Joint Valve - Saddle required on 4" P.V,C. only . ~ ..... .~ ~_ ~::V y;~~, ~ I 'X' ~,/ '';{).~ \ WaterSernceTubing Driscopipe 5100 or EndoWard1ey Blue Jet, SDR 9, 3408 Polyethylene -I .J. .. ~ Water Main NOTES: 1 . On Hydrants Requiring Runout Last Two Joints Must Be Restrained Per Detail 403 (2 of 2). PLAN VIEW TYPICAL HYDRANT SEITING n.ts, THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPliCATIONS: I. BEND - INLET AND OUTLET 2. TEE - OUTLET BRANCH 3. OFFSETS - INLET AND OUTLET 4. CAPS 5, PLUGS 6. DEAD ENDS 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS w_ ~ l1 Valve Box t-L RfP .\~ .... ~ Megalug Restrainer (Typ,) lo. ~ ~ <'y ~,,~ ~~ III .u Ebba 1500 Series (Typ.) 4" Gate Valve 11111 I I 11111 I Water Main ~ ] ELBOWS (deg.) VALVE TEES BRANCH 28 47 66 NOTE: THRUST RESTRAiNT AT FI1TINGS AND VAt VES SHALL BE BY USE OF EBBA IRON MEGALUG RESTRAINERS, THRUST RES1RAlNT BETWEEN PIPE JOINTS SHAH BE BY EBBA IRON SERfrS 1500 RESTRAINERS. , .I ~ , --- - ~ J [ DEAD END ~ 11.25 22.50 45 2 4 9 3 6 12 4 8 16 90 21 29 38 46 65 85 Water Main CHLORINATION TAP DETAIL n.t.s. Meter Box rv- ~ 4"D.I, .J.!. .I~ ~w L.~ ~ ~~9O"BaW ~ MJ X SLIP P.V.c. PIPE RESTRAINT n.t.s, BLOWOFF DETAIL n,t.s. PREPARED FOR: SHEET DESCRIPTION: ROTTLUND HOMES OF FLORIDA, INe 2637 McCORMICK DRIVE CLEARWATER, FLORIDA 33759-1046 LAKE CHAUTAUQUA SUBDIVISION WATER & SEWER DETAILS I I I I I \ S ., .fA\. --- - an, --- --- --- -z--- -...- --- - -- -- - --~- --- --- --- ( M,H, : ~ Sanitary Lateral ; (Typ.) I I Lot ~ i Curb J t Water Main --------------------~--------- Water Service --............. (Typ,) ............. c: r/w line U WDl Lot 2.-L- I N)TE; SANITARY LATERALS TO BE \\> ITHlN 10' OF CENTER OF LOT ON D )WNHlH SIDE OF CENfER OJ' LOT. I 2';i IQWDl I -l I Lot I ('\ r/w line Adjustable Valve Box When Valve Occurs in Roadway, set Base on 10-Common Brick. .~ ifC Restmined 2" Tapped Plug ~^ < ~ ))~ ~ ~lW ~ -~ l ~ :--....1 '" ~ r ~ -. r END CONNECTION NO DATE f\ Sidewalk -10' I ~ SUI. Lot Lm., (Typ.) Lot SERVICE LOCATIONS DETAIL n.t.s. ~ ~I ~IIP ~ Lot _ ci 0'- -~ Curb r'\ ~ '" s:: .;$ ~ .S ~ ~ \0 ~ o ~ ;;:: o oS ~ ~ j \_~~ ~ I. . T ~'" W _l _ ]If 1Ir J ~ "'- ~ Wm~Mmn Restraining Joint Mech. Joint Valve TYPICAL VALVE SEITING CROSS SECTION n,t.s, or~. ~ 2"BallValve J H~ llibb -- ,-,c: 3/4" Galvanized ~ 2" Galvanized ~ ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG L = MINIMUM tENGlli TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) FIGURES BASED ON 30. DEPTH BURY, 150 PSI TEST PRESSURE, 8" PVC MAXIMUM SIZE USED IN SYSTEM 2" COIpOration ~! Tapping Saddle .m rn TOP CONNECTION TEMPORARY BLOWOFF AND SAMPLE TAP n,t,s. JlE\'"ISIONS Sean ~ a en ) p ~ I: :1 ;~M). P' fll.&PG DATE, APP1> 11-20-03 BY IIIh:I ...... 03-001 SHT 17 Gulf Coast Consulting, Inc. Land Development Consulting 13630 58th Street N" Suite #110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 Of 17 r I I I L (~ ,_.~~~---._- I / r [ R ST/ AVE N (50' R/W) NOTE. HOA TO MAINrAIN ALL TRACTS lNCLUDING AREA WEST or- 8' HIGH WALL. w => Z w I~ I <( => o => <( f-- =:) <( I IU I ! '.~ 1/290 )( N289 .~ ~ I;~-- ------ f--- -.. V ...---- _I- - 1-- -- I '--X- ,~ 1/281 Y . ~~~----- \:~.'. ':'~~ ~ - (.~ j , i do, RAN t-' ~ i ~ !{~ ! 1:.J4 ;<f ~ ((J '-<I ..{ ..~ 100 I 100 I 50 0 50 I ~ I SCALE: 111 = 50. 1/288 )( - L ) 1292 ..' 1286 ~ ~ 1/285 " <( ~ " 1/287 '-.L ~ 'v -- "f! 1/284 /- \ HIGH VINYl FENCE . ~-------"-' .x 1/215 ~ . \, '\ .. / I I f~iUY{~~ f~~. W ~' . ~~ $~ ..~.(. Gulf Coast Consulting, Inc. Land Development Consulting 13630 58th Street N " Suite # 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 FLOODPLAIN MITIGATION AREA M-3 AREA - 3.226 sf BOTTOM EL - 84.65 1/276 --_._.~~ A V ----- WE rLAND BUFf-E.R (1 ~'MIN/25'AVG REOUIRED/ .SO g' AVG WIDTH PROPOSED) ~ r_ - ~ FLOODPLAIN MITIGATION AREA M-1 AREA - 9.015 8f 0 EL 84.85 BOTTOM EL - 84.'85 _. DRAINAGE & CONSERVATION AREA (PER CITY OF CLEARWATER) LOODPLAIN MITIGATION AREA M-2 AREA = 4,619 sf BOTTOM 0 EL 84.65 2/12/04 GEN. REV. SEA 2/9/04 GEN. REV. SEA 12/24/03 GEN, REV. SEA 11/19/03 GEN. REV. SEA ____..._..... _..__.. _. __.__._._____.__.._______n_.___._ __ DATE DESCRIPTION BY REVISIONS A V I .. WETLAND FJUFf'TR ( 15'MIN/25'AVG i~i::QUIRE D/ 30.S' Ave WIDTH f"ROPOSfD) J I NOTES: 1. ROOT PRUNING OF TREES TO BE PERFORMED AT THE TIME OF CONSTRUCTION, FlU 1/ IUIII, I-IEIDT & ASSOCIATES, Inc. Tampa + Fort Myers ~ Tampa Office 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 Pinellas: 813-442-8536 ~Pasco: 813-842-2401 FAX: 813-253-2478 ~SCL T r E. 'ANDREAS[N I A OOOlt)58 i-l JI<IDA REGISTERED LANDSCAf)f ARCHITF_C1 --- ----,--- ------~ ---_._------------~ --- LEGEND o TI-?U i3A1<RICAD/NG 12" @ 1;/' OAK TREE:. 12" @... 12" Wlll.OW TREE 11''' (;~ I)" MULBERr~Y TRE! 12" ~ 12" PALM TRn 12" ~ ~ 1)" BA Y TRU: 1;:>" !#. I?" MAGNOLIA TRU. 11" <) 12" CI7RUS TR[[ 12" ~ 12" I UCALYF'TUS TRt.L 12" ~ 12" SYCAMOI'?f TRn. 11" . ..' 1)" PINF TRfI 1/" ~.. I?" CWAR 12"<] I/'LLM7R[[ 12" ~ . 7)" MAIJLE TREE 12' ~=. 12" WAX MYRTLE TRU. 12" '<J ~~ 12" OIHER SPECIES 12" ~. 12" CYf-'I~ESS TREE 12" CG) ... 72" PI CAN TR[E 12" @.... 12" tWinE BRUSH mE! 12" ~) .., 72" CAMPHOR TREF 11'" @. 1)" ('liNK TRET 12" 0'~ 72" MAMOSA (TP-1) TREE PRESEVATION PLAN .JOB NO RTL-MS"'OOl ~---- -.-........- ...-- DES1GN SlA I-~.__.. .__ DRA\./N S[A ~..n_._.__ _..... DATE 10.22-0:3 'IL.t PLI" LAKE CHAUTAUGUA PRlYARE D 'fiR ROTTLUND HOMES SHEET 1 OF 2 SHEETS ~ r- ::J o >- <( ...l V V [!] ~ o Q. ...l Q. ./ Z <( ...l Q. o Z <( ...l ./ <( ::J [!] ::J <( r- ::J <( I [.J w ~ <( ...l ./ o Z ::J ...l ~ o 0:: ./ Q. <( ~ o [.J In [.J o In In <( t<'l r- o w I L ~ Q\ M o:t o I N , N o R' TI~I(' ['E C' ,~'plr""i""J TRF:'F # TVPE ~!7F /.l 1 I'M .' . "_' , " 1 2 3 4 5 6 7 8 OAK OAK OAK OAK PALM TREE PALM TREE OAK OAK GROUP MAGNOLIA OAK OAK GROUP OAK OAK OAK PINE GROUP OAK OAK OAK CEDAR CEDAR OAK EXOTIC CEDAR OAK OAK OAK ELM OAK OAK OAK HOLL Y HOLL Y OAK BAY TREE OAK GROUP OAK GROUP OAK OAK OAK OAK OAK OAK BAY TREE OAK OAK OAK OAK OAK OAK OAK OAK OAK OAK OAK OAK OAK OAK WAX MYRTLE 6"6" 3 3 3 3 2 2 4 4 Only if you can save complete group 10" 2 5" 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 ",8",5",61',6" 5 4 5 4 3 3 3 3 4 3 4 3 5 Only if you can save complete group 1 12" , 10", 1 0" , 1 0" , 6", 1 , 10", 14",9",10" 9" 5" " 5" "5" 5" " 30 11 9" 3 4 4 4 3 4 4 2 o o 3 3 3 3 4 4 4 3 3 5 3 4 3 3 4 3 4 4 4 3 3 3 3 3 3 2 6" "711811 6" 8" 8" 6" 1 7" II 8" 6" "7"7" 6" 5" 5" 6" 6" It 7" 8" 5" 7" 6" " 7" 511 If 5" ",6"6" 15" WAX MYRTLE 6"5" EXOTIC OAK EXOTIC OAK OAK OAK OAK OAK OAK EXOTIC EXOTIC EXOTIC OAK EXOTIC EXOTIC OAK OAK PALM TREE MAPLE PALM TREE OAK PALM TREE PALM TREE OAK OAK OAK OAK EXOTIC OAK OAK BAY TREE OAK PECA N CEDAR OAK SAY TREE SAY TREE PALM TREE PALM TREE PALM TREE PALM TREE EXOTIC GROUP OAK EXOTIC EXOTIC BAY TREE EXOTIC MAGNOLIA EXOTIC OAK EXOTIC PINE PINE OAK GROUP 5"-6".7" OAK GROUP 5"-6"-7"-8".'9" OAK OAK PINE OAK 5" 3 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 OAK OAK OAK OAK CITRUS OAK OAK OAK OAK PINE GROUP PINE OAK PINE PINE PINE PINE PINE GROUP OAK GROUP PINE ROW OAK OAK OAK GROUP OAK OAK PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE GROUP PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE GROUP OAK PINE PINE OAK OAK OAK OAK OAK OAK 9"10"12" 9" 6" 6" 5" 9" 15" 6"6" 3 3 3 3 1 3 3 3 5 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 177 OA K 178 OAK 179 OAK 180 OAK 181 OA K 182 OAK 183 OAK 184 OAK 185 OAK 186 OAK GROUP 187 OA K 188 OA K 189 OA K 190 OAK GROUP 5"5"5" 5" 6",7" 5" 5" 8" 6" 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 3 3 3 3 3 5 o 3 4 2 3 5 5 o 4 o 3 3 3 3 5 4 3 4 4 4 5 5 5 4 1 ~ 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 PINE PINE PINE PINE OAK PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE OAK PINE OAK MAPLE OAK PINE HOllY PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE OAK PINE 17" 17" 16" 17" 16" 22" 3 o 2 4 4 5 4 3 o 5 4 6 5 3 3 3 3 3 4 3 4 5 4 3 3 4 4 5 3 4 3 3 3 5 5 5 4 5 4 5 5 I ----1- - . . -- --. HEIDT & ASSOCIATES, Inc. Tampa 'l> Fort Myers 9" 18" 14" 17" 20" 22" 17" 10" 8" 6" 6"6"6" 3 3 3 3 4 3 9" 5",6" 6" 6"10" 6"5" 3 5" 5"5" 3 3 3 5 3 3 3 3 5 3 4 4 21" 5"5" 8" 12" 24" 9"11"12" 21"21" 5 3 3 3 4 3 3 3 3 3 3 3 3 5"6" 5"6"7" 5"5"6",19" 14" 14" 11" 6" 5"5"5" 5" 3 6"8" 3 10" 4 11 " 3 12" 10" 3 3 2&3 2&3 3 3 3 3 15" 14" 15" 16"18" 6"6"7"6"5"6"7"6" 6" 5"6" 17" 15" 11 " 8",8" 11 " , 9" , 10" , 7" 5" 5" 6" 7" 6" 5" 5" 6" I I I , l I , 1 5" 6",5" ,5" ,6" ,6",6",5" 5"5",6" 6" 6" 6" 6" 8" 7" 5" 6" 9" I , I I I , 1 5" 5" 7" 11 " 10" 8",11" 5" 6" 8" 8" 7" 9" 12" 7" 8" 11 " 9" 8" 8" 6" 5" 7" 6" 7" I I , I , , I 6" 7" 10",11" 5",5" 9" 7" 7" 12" 11"12" 7",11" 9" 7",9" 14" 6" 5" 6",5" 5" 6" 5" 5",5" 5" 5",5" ,5", 5" ,5",5",5" ,5", 5",7" ,611l6" 16" ,6"~5" 6" 5" 5" 7" , 7" I 7", 6" , 6" I 5" , 9" I 8" , 8" 191 OAK 5" 192 OAK GROUP 6",6",6" 193 OAK 9" 194 OAK 8" 195 OAK 11" 196 PINE 10" 197 PINE 19" 198 CYPRESS 15" 199 PINE 7" 200 PINE 12" 201 PINE 16" 202 PINE 7" 203 PINE 16" 204 PINE 20" 205 PINE 20" 206 PINE 13" 207 PINE 20" 208 PINE 6" 209 PINE 14" 210 PINE 18" 211 PINE 10" 212 MAPLE 10",6" 213 MAPLE 4",5" 214 CYPRESS 16" 215 MAPLE 5",5" 216 MAPLE 7" 217 CYPRESS 14" 218 MAPLE 6" 219 PINE 20" 220 PINE 9" 221 PINE 22" 222 PINE 9" 223 PINE 11" 224-244 VOID NUMBERS 245 PINE 22" 246 PINE 12",20" 247 PINE 22" 248 PINE 24" 249 PINE 18" 250 PINE 18" 251 PINE 14" 252 PINE 17" 253 PINE 17" 254 PINE 28" 4 3 4 5 4 4 3 3 3 4 2/12/04 GEN REVISIONS DA !~___ PE;~~~I~.!IO..N _ __ .__ REV I S I [] N S SEA BY 14" 14" 12" 16" 14" 24" 12" 13" 10" 5",5" 14" 16" 12" 10" 12" 10" 5" 6" 15" 12" 15" 15" 14" 13" 9",6" 12" T~p8 0fI'ice 2212 Swann Avenue Tampa., Florida 33606 Phone: 813-253-5311 Pinellas: 813-442-8536 Pasco: 813-842-2401 FAX: 813-253-2478 (TP-2) TREE PRESEVATION PLAN .JJB NO,! 1 RTL -MS-OOl lESIGN SEA LAKE CHAUTAUGUA PREPARED FORI -. ---.. --~._~ ----- ROTTLUND HOMES /f~~~~~~W @' ....._ . fP~ fJ!/y.o ......~ Gulf Coast Consulting, Inc. Land Development Consulting 13630 58th Street N" Suite #110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax.: (727) 524-6090 IRA \IN SEA DATE ',' -~".,.."~ ~:" 10-22-03 ~)CDTt"f7 ANDREASEN~A 0001658 F"ILE FLORIDA REGISTERED LANDSCAPE ARCHITECT PLP SHEET 2 SHEETS 2 OF N I- ::J o ~ <( -.I V V [:J ~ o [L -.I [L Z <( -i tl. o Z <( .J <( ::J [:J ::J <( I- ::J <( I (J W :i <( -.I " o Z ::J -i ~ o n: .. [L .. <( ~ o (J UJ (J o Ul UJ <( c6 I- o W I L: <( ~ <t <t o , N , N o I~~[RST AVE N (50' R/W) VINYL FENCE 12/4 #275 {)-I.."'. I~ )I. NOTES: C _J~.~ j [ B I ~~[3ol d9,) C C / ~ ~ 26 B 92.S:QJ ~...~ ~ ~ ~ .JIL ~ co C=-J (;C .0 1/276 1(':( ~ ~ 1/2'W .. .. -------...... C~ I/:f C" ,"'; ~/":"~~/~(' ~ ~:' ~}..'" ~i . ~',.t4~ ~) . :~~~~) ~ r~""+ .. +- "'. 60' R/W -.-- V 1/294 I.' I/~ ~1/293 fr;' ~. ~ s' .... ~-- --fiitIJ.",'-1f;,.. +~ re;.. .. "'~ .. .. .. .. .. .. , 'CALl BOX .. WETLAND JURISDICTIONAL . LINE (TYP) , :, ~ NOTE: HOA TO MAINTAIN ALL TRACTS INCLUD1NG AREA WEST OF 8' HIGH WALL ~ ",' W =:J Z W > <( WETLAND JURISDICTIO AL LINE (TYP) 1. ALL PLANTS SHALL BE FLORIDA GRADE #1 OR BETTER. 2. APPLY A 3' LAYER OF MULCH LAYER TO ALL PROPOSED TREE, SHRUB, GROUND COVER AND VINE PLANTINGS. 3. IRRIGATION LINES SHALL NOT BE INSTALLED DISTURBING EXISTING TREE ROOTS. 4, NO REFERENCE TO ENGINEERING SHOULD BE MADE FROM THIS SHEET. FOR LANDSCAPE REFERENCE ONLY. 5, ANY DEVIATION FROM PLANT QUANTITY, SIZE OR GRADE MAY JEOPARDIZE THE CERTIFICATE OF OCCUPANCY. ADDITIONAL PLANTS MAY BE ADDED, BUT MUST COMPLY ~ITH HILLSBDROUGH COUNTY LANDSCAPE REQUIREMENTS. TREE REPLACEMENT CHART 9" ~~b' 4fi-- ,.." .:=:> LOT NO PROPOSED # PALM TREES EXISTING TREES SUBTRACT REQUIRED TREES ~-- ----.-,.--- --------- 4 o o o 2 o o o o 6 6 6 .------~- 6 6 ~ -.-- -.-- . 6 6 6 6 6 6 6 6 4 o 7 6 4 4 4 6 6 6 ------- :(~~ 1 2 3 4 5 6 7 8 9 --------- 10 11 12 13 14 --.------ 15 16 17 18 19 ---_._~-- 20 21 22 23 ---~--- -.-- 24 25 26 27 28 ~.. 29 30 31 32 ~---~-- - 33 34 35 36 37 --------- -~ - 38 39 40 41 42 ---~-_._-- 43 44 45 46 -------. COMMON AREA "'. , ------- J~;r'.'" ~ .. \ .. ~ \ '" .. '---- EXIST1NG SUR~-ACE ATER (DRAINAGE & CONSER ATION EASEMENT) W TlAND J LI E (TYP) >4- I'''''' .. )(.~" ..:...~ ~ .. .. ; " )<" "..,- ~. )(' .. '" ..~ .. --""- ~ ~ 9"~4" ~ ~ II DRAINAGE EASEMENT AREA (SQFT) PROPOSED # STREET TREE REC UIRED # --REE PROPOSED # SHADE TREE PROPOSED # CHARACTER TREE EXISTING TREES 17,454 14,637 16,269 15,690 15,330 ---- 15,692 14,666 20,460 20,051 ---.. 11,943 12,384 11 .702 12,902 12,862 .------- 13,282 11,051 11 ,403 11 ,202 11,177 10,653 11 ,936 11 ,499 18,579 _._-~------ 10,205 24,309 12,260 8,831 9,568 9,780 11,528 13,029 13,333 -------- 13,886 13,291 12,390 13,829 18,299 ---~-- 19,519 11,040 10,440 10,209 12,593 ----- 12,324 11 ,308 15,633 10,367 8 6 8 8 8 ~-- ----- - --- 8 6 8 8 6 6 6 6 6 n_ _ _. ___.__ 6 6 6 6 6 - . ~_._.. ----- 6 6 6 8 6 8 6 4 4 - --. -- -------- 4 6 6 6 . ------- 6 6 6 6 8 8 6 6 6 6 _._-+-----~-- 6 6 8 6 6 1 1 1 _ ____un ____._ __ __" 1 1 1 1 1 ---------- -.-- . o 1 1 1 1 ----- --------- --- 1 1 1 1 ------------.- -- 1 ------ --- 1 1 1 1 ---. ----------------. 1 5 2 1 1 -------.-- -- 1 1 2 2 ----------.- o - .--.- ----~--------_.---- 1 1 2 2 __n___. ____________ .___ 2 1 1 1 1 ------- -- - 4 1 o 7 1 2 o 2 o 2 o 2 .----- .-------- --------------~- - o 2 __ ______ __________d___ o 2 o 2 o 2 o 2 ._ - ____~_ ___ . n' __ __ _ _ ____ _. 2 2 2 2 2 2 2 2 2 2 -----~--~ -------. ----- --------.---- -- ---- -. 2 2 2 2 2 2 2 2 _______ ___ ___ __ __no __ _ ___ _____ 2 2 ------_.~----- ---.- -.----------- - -...-- .-- 2 2 3 2 2 2 3 2 -----_..~--- --- -- --------- -- 1 2 2 2 o 2 1 2 1 2 ~- ~-~------~--- -... 1 2 1 2 2 2 3 2 -----------_._----~ --- 2 2 -----~----_..~ ---.--- -. --- ---- -~- -----. --. 2 2 2 2 2 2 4 2 .------- -_._~----~ - ------------- 3 2 3 2 3 2 3 2 3 2 ----.--------- ~----_._._--~-- 1 2 2 2 4 2 1 2 4 8 21 17 . ~---- ----.- ~--- 6 8 6 28 17 o o o o o -------- o o o o o o o o 4 . -----~- 11 1 o o o ------- - o o o o - -------- - 1 .~---- 4 o o o ------ -- -----..-- 2 o o o o ---- ---~--_._-- -.. o o o o o o 26 93 2 ~.,' )( TOTAL TOTAL EXISTING TREES TOTAL REQUIRED 294 80 214 i" '191 W. .... . "'~ .. " ,)( tl 6 5 '192 <( =:J a =:J <( I- =:J <( I U 80 ,. TOTAL PROVIDEDL225 . . Trees x ..rl ~3.30J )()( Botanical Name l~r~ ..~ ~ IBb~j Acer rubrum Ilex vomitoria Ilex vomitoria 'Pendula' Liquidambar slyriciflua Magnolia grandiflora Pinus Elliolti 'Densa' Platanus occidenlalis Quercus shumardii Quercus virginia na Magnolia grandiflora Ulmas parvifolia 'Sempervirens' Ulmus alala ~ J :~ ~ ~ Trees .. Ilex 'Nellie R. Stevens' Ligustrum japonicum Lagerslroemia indica Myrica cerifera Viburnum abovalum - "1/ <t/ <f .. "If. . ~ FENCE PLANT LIST Key Oty notd!lICClI NamE' I ,OrnP1C!1 r'\jar!)(' (. i1lip(;t ~.kl~J~11 ~';pr('acj :',I.'llla;I1E;f (.,)lTltnents Spacmq Common Name Red Maple Yaupon Weeping Yaupon Sweetgum Magnolia Slash Pine Sycamore Shumard Oak Live Oak Magnolia Drake Elm Winged Elm . .~.__~~liPe.~__l!~~h~_ 2,5" 10'-14' 2.5" 10'-14' 2.5" 10'-14' 2.5" 10'-14' 2.5" 10'-14' 2.5" 10'-14' 2.5" 10'-14' 2,5" 10'-14' 2,5" 10'-14' 2.5" 10'-14' 2.5" 10'-14' 2.5" 10'-14' 8'-10' 8'-10' 8' -10' 8' -10' 8'-10' 8'-10' a'-10' a'-10' a'-10' 5 o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o .--------- --. o o o o 5 2 6 6 8 6 6 6 6 6 6 6 8 6 ~ f- ::J o >- <( ..J V V [:J 3: o 0.. ..J /' Z <( ..J 0.. o Z <( ..J ~ ::J [:J ::J <( f- ::J <( I rJ W ':L <( ..J /' o Z ::J ..J ~ o It /' a.. .. <( ~ o rJ m rJ o m m <( ~ f- o W I l od: (J\ l!) ~ o I N , N o /7~~~ f!~~W ~~~~ $y.. Gulf Coast Consulting, Inc. Land Development Consulting GEN, REV. GEN. REV. GEN. REV. Trees Quercus \Arginiana Li\Astona decipiens Li'..1stona decipiens Li'..1stona decipiens 13630 58th Street N" Suite #110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 DATE DESCRIPTION . 'r"'r'-.,'. SCCITT E, ANDREASEN LA 0001658 r-IL[ Fl_DRIDA REGISTERED LANDSCAPe: ARCHITECT LP ~ as shown as shown as shown as shown 6' ct. min., main central leader Clear trunk Clear trunk Clear trunk 6'-8' 65 Gal B&B B&B B&B 2.5" 10'-14' 22' 18' 14' Live Oak Ribbon Fan Palm Ribbon Fan Palm Ribbon Fan Palm 93 7 5 5 ~ 2/12/04 12/24/03 11/19/03 100 I 100 I 50 0 50 I ~ I SCALE: 111 = 50' Spread a'-10' 7'-9' 7' -9' o 12 o o 214 SEA SEA SEA BY J~ r JOB NO f.2TL~MS-OOI 92 17 138 REVISIONS Nellie R, S Levens Holly Liguslrum Tree r:rape Myrtle Wax Myrtle Tree Wallers Viburnum 2" 2" 2" 2" 2" 3'-4' Container q~sc.~ipt~ol1~ .. SHEET 1 OF 2 SHEETS 8'-9' 8' -10' 8'-10' 8' -10' 8'-9' 3'-4' 5'-6' 5'-6' 5'-6' HIEIDT & ASSOCIATES, Inc. Tampa .)0 Fort Myers Tampa Oftice 22 i :2 S\Nann Avenue Te.r:npa, Flor1a1.. 83606 Phone;' 613-263-6311 Pinallas; 81 3~442.-8536 Pasco 813-842-2401 FAX: 813-253-2478 l)i-S.IGN ~: I (\ Df.<^'w'N ':1 A ~--- DAf[ .:.~.'.~"''''''' , 10-22.0:3 65 Gal 65 Gal 65 Gal 65 Gal 65 Gal 65 Gal 65 Gal 65 Gal 65 Gal 65 Gal 65 Gal 65 Gal 6' ct. mm" main central leader 5' ct. min., mam cenlral leader 30 Gal 30 Gal 30 Gal 30 Gal 30 Gal Symmetrically sheared, full lo ground Min. 3 trunk, 2' lo 3' clear trunk, full head Min, 3 lrunk, 2' to 3' clear trunk, full head Tree form single lrunk, full head (LP-1) LANDSCAPE PLAN LAKE CHAUTAUGUA PRU)Af(E [) FOR ROTTLUND HOMES PALM FRONDS SHALL BE TIED UP IN TRANSIT TO JOB SITE AND KEPT IN THAT POSITION FOR A PERIOD OF T~o MONTHS AFTER INSTALLATION. 5 LAYERS OF BURLAP (~RAPPED AT POINT OF SUPPORT) 2'X4' ~OOD CLEAT (3) 2'X4' ~OOD BRACE (3) (~IRED TO TRED 2h-3' MULCH (SEE SPEC. FOR TYPD 3h-4' EARTH SAUCER )L z ::) ~ f- HEIGHTS ARE AS SHO~N ON PLAN ~ <[ W ..-l U 2' ~OOD STAKE CLEAN SAND BACKF.ILL NA TIVE o PALM TREE SCALE: N.T,S, . 2'-3' MULCH __ CAS SPECIFIED) FINISH GRADE . . 3'-4' EARTH SAUCER SHRUB ROOT BALL CROWN TO BE FLUSH ~ITH FINISH GRADE SPECIFIED PLANTING MIX, ~A TER AND TAMP TO REMOVE AIR POCKETS 6' MIN, ON ALL SIDES. NA TIVE SUBSOIL 2 X BALL DIA, @ SHRUB PLANTING DETAIL SCALE: N.T.S, SPREAD f- I REMOVE ALL FLAGGING TAPE, OR TAGS 2- PLY RUBBER HOSE DOUBLE STRAND 12 GAUGE GAL V. ~IRE TWISTED f- I ...J ...J <[ ~ W > o 3'-4' EARTH SAUCER 3' MULCH LAYER POST STAKE DRIVEN 24'-30' FIRML Y INTO SUBGRADE. f- I )L Z :::) iY f- DETAIL OODE @ DETAIL CODE FINISH GRADE NATIVE SUBSOIL SPECIFIED PLANTING MIX, WATER AND TAMP TO REMOVE AIR POCKETS 6' MIN. ON ALL SIDES. TREE STACKING DETAIL SCALE: N.T.S. )L Z :::J iY f- iY <t: W ...J U 2"-3" MULCH (SEE SPEC, FOR TYPE> FINISH GRADE 3"-4' EARTH SAUCER SHRUB ROOT BALL CRo~N TO BE FLUSH ~ITH FINISH GRADE MULTI-STEM TREE PLANTING DETAIL SCALE: N.T,S. DETAIL OODE DETAIL CODE LANDSCAPE NOTES AND IMPLEMENTATION OF THIS PLAN AND SPECIFICATIONS SHALL CONFORM TO THE HIGHEST STANDARDS OF THE TRADE AND TO ALL PREVAILING ORDINANCES AND CODES, THE SPECIFICATIONS CONTAINED HEREIN SHALL SUPPLEMENT THE WRITTEN SPECIFICATIONS. PRIOR TO SUBMISSION OF BID, THE LANDSCAPE CONTRACTOR SHALL VISIT THE SITE AND FULLY INFORM HIMSELF OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE ACCOMPLISHED, THE WORK INCLUDES SOIL PRE PARA TION, FINISH GRADING, SUPPLYING AND PLANTING OF TREES, SHRUBS, GROUNDCOVERS, VINES, AND SOD OF THE SPECIES, SIZES AND QUALITY AS SHOWN ON THE DRA~INGS AND/OR AS SPECIFIED HEREIN. FURTHER, THE ~oRK SHALL INCLUDE THE MAINTENANCE OF ALL LANDSCAPE AND SOD/SEED AREAS UNTIL FINAL ACCEPTANCE BY THE PROJECT ARCHITECT AND o~NER'S REPRESENTATIVE, THE LANDSCAPE CONTRACTOR SHALL PROVIDE A LUMP SUM BID PRICE FOR A FULL Y AUTOMATIC, 100% OVERLAP COVERAGE, UNDERGROUND IRRIGATION SYSTEM, THE IRRIGATION SYSTEM DESIGN) SPECIFICATIONS AND INSTALLATION SHALL CONFORM TO THE STANDARDS OF THE 'IRRIGATION ASSOCIATION,' 1911 N, FORT MYER DRIVE #1009, ARLINGTON, VA 22209 AND TO THE STANDARDS OF THE 'FLORIDA IRRIGATION SOCIETY: THE LANDSCAPE CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMIT~: FOR THE ~oRK, PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE ARCHITECT AND OWNER'S CONSTRUCTION REPRESENT A TIVE. THE LANDSCAPE CONTRACTOR SHALL BE PROPERLY LICENSED AND INSURED. SEE WRITTEN SPECIFICATIONS ALL WORK IN THE RIGHT-OF-WAY AREAS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE LOCAL AND/OR STATE HIGHWAY JURISDICTION. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL UTILI TY LOCATIONS (EXISTING AND PROPOSED) , RELATED PAVING, ELEVATIONS, WATER AND ELECTRICAL SUPPLY, ETC., PRIOR TO START OF ~ORK, NOTIFY THE GENERAL CONTRACTOR AND THE ARCHITECT/OWNER'S AGENT IN ~RITING OF UNSATISFACTORY CONDITIONS PRIOR TO START OF WORK. START OF \.IORK WILL INDICATE ACCEPTANCE OF CONDITIONS AND fULL RESPONSIBILITY FOR COMPLETED WORK, VERIFY ALL UNDERGROUND AND ABOVE-GROUND UTILITY LOCATIONS PRIOR TO ANY EXCAVATION. IF UNDERGROUND CONSTRUCTION, UTILITIES OR OBSTRUCTIONS ARE ENCOUNTERED DURING THE EXCAVATION OF PLANTING AREAS OR PITS, IMMEDIATELY INFORM THE OWNEIR'S CONSTRUCTION REPRESENTATIVE, AL TERNATE LOCATIONS FOR THE PLANT MATERIALCS) \.IILL BE SELECTED BY THE ARCHITECT OR AGENT, SUCH CHANCES IN LOCATION SHALL BE MADE BY THE CONTRACTOR ~ITHoUT ADDITIONAL COMPENSATION. THE LANDSCAPE CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT RESULT FROM HIS ACTIVITIES DUE TO IMPROPER VERIFICATION OF UTILITIES AND/OR OPERATOR ERROR DURING EXCAVATIONS, SEE RELATED CIVIL PLANS FOR ADDITIONAL INFOIRMATION AND COORDINATE ON-SITE WITH THE GENERAL CONTRACTOR AND OTHER TRADES PRIOR TO STARl OF WORK, SITE CONTRACTOR SHALL PROVIDE THE LANDSCAPE CONTRACTOR ~ITH A FINISH GRADE OF (PLUS OR MINUS) ONE-TENTH or ONE FOOT. GRADE SHALL BE CLEAR OR DEBRIS AND ~EED GRO~TH. FINISH GRADES ADJACENT TO PAVING SMALL BE TWO INCHES (2') BELOW TOP OF CURBS, WALKS OR PAVINC IN ORDER TO CONTAIN SOD DR MULCH AS SPECIFlIED, PLANT MATERIAL SHALL BE GRADED FLORIDA NO. 1 OR BETTER AS OUTLINED UNDER THE 'GRADES AND STANDARDS FOR NURSERY PLANTS,- SECOND EDITION STATE OF FLORIDA, DEPARTMENT OF AGRICULTURE AND SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK CANSI 260.1-1980), NO SUBSTITUTIONS SHALL BE. MADE WITHOUT THE EXPLICIT WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. PLANS SHALL BE BID BY ALl_ BIDDERS AS SHOWN. SUBMIT \.IRITTEN VERIFICATION OF ANY PLANT MATERIALCS) THAT MAY BE UNAVAILABLE AS SPECIFIED, TO THE LANDSCAPE ARCHITECT, COORDINATE THE INSTALLATION OF TREES AND PLANTS SO AS TO NOT OBSCURE THE SITE VISIBILITY TRIANGLE AT INTERSECTIONS AND THE VISIBILITY OF DIRECTIONAL SIGNS OR LIGHTS, FIELD ADJUST TREE AND PALM LOCATIONS AS REQUIRED TO AVOID CONFLICT \.11TH LIGHT POLES, ETC. THE o~NER SHALL PROPERLY MAINTAIN TREES AND PLANT MATERIALS AFTER FINAL ACCEPTANCE IN ORDER TO MAINTAIN UNOBSTRUCTED VISIBILITY FOR PEDESTRIANS AND VEHICLES. ALL TREES SPECIFIED AS BALLED AND BURLAPPED SHALL BE 'ROOT PLUS GRo~ERS' fAGGED AND APPROVED TO ENSURE PROPER HARDENING OFF PRIOR TO INSTALLATION oNSITE. ALL TREES PLANTED USING EITHER A TREE AUGER OR TREE SPADE ARE TO BE CORRECTLY WATER SETTLED TO ENSURE NO FUTURE SETTLING, ALL TREES THAT SETTLE CROOKED WILL B EREST BY LANDSCAPE CONTRACTOR, ALL HOLES DUG BY EITHER A SPADE OR AUGER ARE TO BE SCORED ALONG ALL SIDES TO ALLOW ROOT GROWTH TO ESCAPE LIMITS OF EXCAVATION, APPL Y 'DEVRINOL' SELECTIVE HERBICIDE CDRY FILOWABLD PER MANU- FACTURER'S DIRECTIONS TO ALL PLANT BED AREAS PRIOR TO MULCHING, USE A PROPERLY CALIBRATED GRANULAR APPLICATOR AND DO NOT APPLY CHEMICAL DIRECTLY ONTO LEAVES OF PLANTS, ALL PLANT BEDS AND TREE RINGS SHALL BE MULCHED WITH A 3" DEPTH LAYER OF PINE BARK MULCH (MEDIUM SIZE CHIPS) DEPTH SHALL BE MEASURED AFTER COMPACTION. REMOVE MULCH FROM CANOPIES OF SHRUBS AND PROPERLY "TUCK-IN' MULCH ALONG EDGES. DO NOT PILE MULCH AROUND THE BASE OF TREE TRUNKS. PROVIDE A 3' DIAMETER MULCH RING AROUND ALL PROPOSED AND EXISTING TREES ~HICH DO NOT FALL \.IITHIN A MULCHED PLANTING BED OR ARE SURROUNDED BY TURF GROUNDCOVER AND SHRUB BEDS SHALL BE PLANTED ON TRIANGULAR SPACING ~ITH PLANTS INSTALLED AND FACED FOR OPTIMUM GROWTH INTO THE BED, CURVILINEAR BED LINES SHALL BE ACCURATELY SCALED FROM PLANS AND LAID-OUT IN THE FIELD, IF FIELD CONDITIONS ARE DIFFERENT FROM PLANS, IMMEDIA TEL Y NOTIFY THE LANDSCAPE ARCHITECT OR ON-SITE REPRESENTATIVE FOR FIELD ADJUSTMENT OF MATERIALS, ~~fYJ~ ~~W 8~~$~ Gulf Coast Consulting, Inc. Land Development Consulting 13630 58tb Street N., Suite #110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 , SPECIFICATIONS FINISH GRADE TO BE RAKED) LEVEL AND FREE OF WEEDS, ROCKS AND DEBRIS PRIOR TO INSTALLATION OF SOD, LANDSCAPE CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF SITE CONDITIONS ARE NOT ACCEPTABLE. INCONSISTENCY IN SOD QUALITY, GRADE AND INSTALLATION MAY \.IARRANT REMOVAL AND REINSTALLATION SODDING IS REQUIRED IN ALL UNPAVED AREAS WITH THE SITE BOUNDARIES UNLESS OTHERWISE SHO~N OR NOTE D. ALL SOD AREAS SHALL BE PLANTED ~ITH 'ST. AUGUSTINE" AS SPECIFIED. SOD SHALL BE REASONABLY FREE FROM PESTS AND ~EEDS, LAID IN ST AGGERED RO~S WITH NO GAPS, ROLLED, FERT ILIZED AND ~ATERED IMMEDIA TEL Y AFTER INST ALLA TION. FERTILIZE LA\.IN AREAS WITH 6-6-6 FERTILIZER AT THE RATE OF 8 LBS PER LOOO S.F. OF LAWN AREA. WATER AFTER FERTILIZATION, THE IRRIGATION SYSTEM SHALL BE FULLY OPERATING FOR A PERIOD OF TWENTY-FOUR HOURS PRIOR TO START OF PLANTING OPERATIONS. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY ADDITIONAL HAND-WATERING AS NECESSARY FOR ALL TREES, SHRUBS, GROUNDCOVERS AND LA~N AREAS PRIOR TO FINAL ACCEPTANCE. THE JOB SITE SHALL BE KEPT ORDERLY AND REASONABLY CLEAN ON A DAILY BASIS DURING CONSTRUCTION OPERATIONS. UPON COMPLETION, THE LANDSCAPE CONTRACTOR SHALL REMOVE ALL DEBRIS AND WASTE GENERATED BY HIS OPERATIONS ON-SITE, INCLUDING THE CLEANING OF \.IALKS AND PAVING AS NECESSARY. IN THE EVENT OF A VARIATION BETWEEN THE PLANT LIST AND THE ACTUAL NUMBER OF PLANTS SHo\.lN OR NOTED ON THE PLANS, THE PLANS SHALL CONTROL, PLANTS AND TREES SHALL BE SET PLUMB, AT THE SAME GRADE AT WHICH THEY HAVE BEEN GRo~N) BEST SIDE FACING PRIME VISIBILITY AND THOROUGHL Y WA TERED- IN, TO ELIMINATE AIR POCKETS, TREES SET TOO HIGH OR Lo~ ~ILL BE REJECTED. VERIFY PROPOSED FINISH GRADES AND SET TREES ACCORDINGLY, SEE DETAILS FOR PLANTING, STAKING AND GUYING. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SECURING TREES, PALMS AND LARGE SHRUBS IMMEDIATELY AFTER PLANTING, ALL GUY ~IRES SHALL BE FLAGGED AND ALL STAKES SHALL BE DRIVEN FLUSH WITH SURROUNDING GRADE FOR PUBLIC SAFETY, PLANTING SOIL FOR ALL TREES AND SHRUBS SHALL CONSIST OF 60% PEAT 20% COMPOST, AND 20% WOOD PRODUCT FOR AERATION. PLANTING MIX SHALL HAVE A pH OF 6,0-6.5 / MIX 75% PLANTING SOIL WITH 25% ON-SITE SOIL FOR PLANTING SOIL BACKFILL. BACKFILL ALL TREES AND SHRUBS AT THE FOLLO~ING RATE: TREES 3,5' CAL. AND GREATER TREES 1- 3' CAL./30 GAL, 7-15 GALLON CONTAINERS SIZE 3-5 GALL40N CONTAINER SIZE 1-2 GALLON CONTAINER SIZE ROOTED CUTTING/4- POTS = 1 CUBIC YARD EACH = 1/2 CUBIC YARD EACH = 1/4 CUBIC YARD EACH = 35 PLANTS PER CUBIC YARD =65 PLANTS PER CUBIC YARD = 6' DEPTH OF ANN-UAL BED MIX ROOTED CUTTINGS AND 4" POT MATERIAL SHALL BE PLANTED IN A 6' DEPTH PREPARED BED CONTAINING AN 'ANNUAL BED MIX" COMPOSED OF 1/3 PEAT, 1/3 COMPOSTED PINE BARK, 1/3 SAND AND DOLOMITE pH 60-6.5, FERTILIZE WITH "OSMOCOTE' PER MANUFACTURER'S DIRECTIONS. TOP DRESS 'WITH I- LAYER OF SPECIFIED FINE MULCH, SHRUBS SHALL BE PLANTED IN CIRCULAR PLANT PITS WITH A DIAMETER OF 16" GREATER THAN THE ROOT BALL OF CONTAINER, TREES SHALL BE PLANTEZ IN CIRCULAR PITS WITH A DIAMETER OF 12' GREATER THAN ROOTBALL OR CONTAINER AND BACKFILLED ~ITH PLANTING SOIL MiX. REMOVE ALL PLANT LABELS, TAGS, FLAGGING TAPE AND RIBBON FROM ALL TREES, AND SHRUBS UPON FINAL ACCEPTANCE OF THE LANDSCAPE, FERTILIZE TREES, SHRUBS AND GRoUNDCOVERS WITH - 'SIERRA' 75 GRAM TABLETS PER MANUFACTURER'S DIRECTIONS AND AT THE ~-OLLOWING RATE: LARGER CONTAINER PLANTS/TREES = 1 TABLET PER GALLON SIZE 5 GALLON CONTAINER = 4 - 5 TABLETS PER PLANT 3 GALLON CONTAINER = 3 - 4 TABLETS PER PLANT 1 GALLON CONTAINER = 2 - 3 TABLET PER PLANT ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE. ALL TREES, PLANTS AND/OR GRASSING NOT ~-oUND IN A HEALTHY GROWING CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED \.IITHIN TEN (10) DAYS AFTER WRITTEN NOTICE. ALL PLANT REPLACEMENTS SHALL BE OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST, THE REPLACEMENTS SHALL BE FURNISHED, AND INSTALLED AS HEREIN SPECIFIED AT NO ADDITIONAL COST TO THE o~NER. THE IRRIGATION SYSTEM SHALL BE GUARANTEED FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE FROM DEFECTS IN MATERIALS AND WORKMANSHIP. AN 'AS-BUILT' OF THE LANDSCAPE AND IRRIGATION PLANS SHALL BE MADE BY THE LANDSCAPE AND IRRIGATION CONTRACTOR, THE 'AS-BUILT' SHALl_ BE UP-DATED DAILY AND SHALL BE KEPT ON-SITE AT ALL TIMES DURING THE CONSTRUCTION PERIOD, ANY AND ALL DEVIATIONS FROM THE ORIGINAL CONSTRUCTION DOCUMENTS SHALL BE DULY AND ACCURATELY RECORDED A REPRODUCIBLE OF EACH 'AS- BUlL T' SHALL BE PROVIDED BY THE LANDSCAPE AND IRRIGATION CONTRACTOR TO THE O~NER'S CONSTRUCTION REPRESENTA.- TIVE AND TO THE LANDSCAPE ARCHITECT PRIOR TO FINAL ACCEPTANCE AND PAYMENT OF RETAINAGE, AT THE TIME OF FINAL ACCEPTANCE, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE O\.lNER ~ITH A MAINTENANCE MANUAL CONTAINING INSTRUCTI[INS FOR THE PROPER CARE OF ALL MATERIALS SPECIFIC TO THE JOB. INCLUDt: IRRIGATION TIMECLoCK OPERATING DIRECTIONS AND MANUf-ACTL'RER'S LITERA TURE TO OWNER'S REPRESENT A TIVE. LANDSCAPE CONTRACTOR SHALL SUPPLY THE O~NER WITH A BID TO PROVIDE YEARLY MAINTENANCE OF THE THE OWNER SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE AND WATERING OF THE LANDSCAPING AND TURF AFTER FINAL ACCEPTANCE. HEIDT & ASSOCIATES, Inc. Tempa' . Fort Myers Tampa otIIce 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 Pinel/as: B 13-442-8536 Pasoo:813-842-2401 FAX:81~253-2478 (LP-2) LANDSCAPE PLAN JOB NO RTL -MS-001 DESIGN SEA DRAWN SEA LAKE CHAUTAUGUA DATE 10-22-03 ROTTLUND HOMES PREPARED FOR: BY - SCOT T E. ANDREASEN LA 0001658 FILE "LDRIDA REGISTERED LANDSCAPE ARCHITECT LP SHEETS DATE DE:SCRIPTIDN REVISIONS SHEET 2 OF 2 1!J ~ D Q. ..J ,- Z ~ ..J Q. D Z ~ ..J ,- ~ ::J 1!J ::J ~ f- ::J ~ I U w ~ <( ..J ,- D Z ::J ..J ~ o 0:: ,- Q. <( ~ o u UJ II o UJ UJ <( ~ f- D w I ~ <l: l'l l'l o I N N I o HARDSCAPE PLAN SHEET NO.II DESCRIPTION 1 COVER SHEET 2 SITE DEVELOPMENT PLAN 3 HAADSCAPE NOTES 4 HAADSCAPE DETAILS (HD-1) a HAADSCAPE DETAILS (HD-2) 8 HAADSCAPE DETAILS (HD-3) . JBM & R ENGINEERING, INC. P.O, BOX 1566 VALRICO, FL 33595-1566 Ralph Remmert PE 39610 THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE. ~ 12/30/03 SHEETS 2,~"S,6 DATE SHEET NO. REVISIONS ~5()IV.. ROTILUND HOMES OF FLORIDA, INC. 2637 McCORMICK DRIVE CLEARWATER, FL 33759 Phone (727) 669-2449 Fax (727) 669-0997 ~f/J!h. HEIDT & ASSOCIATES, Inc. Tampa .:. Fort Myers CIVIL ENGINEERING PLANNING SURVEYING ENVIRONMENTAL PERMITTING LANDSCAPE ARCHITECTURE Tampa Office 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 Pinellas: 813-442-8536 Pasco: 813-842-2401 FAX: 813-253-2478 HARDSCAPE PLAN c=- .', ._- ~-'- w.. SCOTT E. ANDREASEN DATE'NDVEMBER 18} 2003 RTL -MS-OOl REG. FL. LA. NO. 0001658 JOB NO, HARDSCAPE PLAN SEA DESIGNED BY' SEA BY DRAI,./N BY; SEA FILE, SHEET 1 OF 6 cv Ul .J ~ LLJ Q V V (!) ~ Q .J ~ LLJ Q ,- Q) .J ~ LLJ Q ,- Z ~ 0. Q Z ~ ,- <( :J (!) :J ~ :J <( I: (J LLJ ~ ~ ,- Q Z :J .J ~ o IX ,- 0. ~ o (J Ul (J o Q) Q) <( ~ .... Q LLJ I: I 11.. In o 't l'l o I m ,... I ,... ::::: ::::: \.0 0 I I ...... ...... cu ...... ~ ~ ::::: ~ I ...... cu ,--1 .1 " . ,J oJ ::::: o ~ ...... ~ ~NTRY WALL PLAN SCALE: 111 - 201 i)() (J ?D I ..... I. SCALE: 111 = 20' 1-COLUMN SEE DETAIL C~ ~ .un~.. @ - -- . -{ .-v--.~} 2--PILASTER SEE DETAIL HD-2 11290 i-PEDEST SEE DETA #789 -{r ~<F~A)~V-n_~) -{)- - ;~~~~ L.F, DECORA TIVH2~E~n._._------ SEE DET AIL VEHICULAR GA TES (BY O'WNER) /-----= +/-14 L.F, D FENCE SEE DET AIL . __ J'U U - 5-COLUMN @ SEE DETA L HD-2 +/-70 L,F, 'WALL SEE DETAIL LlLJ ~ 2-PILASTER )SE[ DE~IL @ -~ f u_..u.._ ( \ "- .) un .J oJ /--45 L,F, 'WALL E[ DETAIL LlLJ ~ #294 #295 .-.+___ V_u _ ~ -U:A; ~-.-- _ _.un.__'_._-U-- CALL BOX @ SEE DETAIL 0 HD-3 2-COLUMN @ SEE DET AIL HD-2 +/-80 LoF, DECORATIVE FENCE @ SEE DETAIL B . HD-3 40 I ::::: A TCHLINE SEE SH ::::: o I ...... (J\ CU o I~ CU I~ ...... (J\ (lJ o I ...... (J\ (lJ oJ ::::: :::::: ...... o I ...... (J\ CU ::::: ::::: @ ell <J +/-350 L.F, 'WALL SEE DETAIL LlLJ ~ 12-PILASTER SEE DETAIL L1rJ ~ .~' <J I. L_ )( X Xx )( x X x x )( )( )( )( MAT LINE SEE SHEE # 182){ ENTRY WALL PLAN SCALE: 111 201 2/12/04 2/2/04 12/30/03 GEN REV. GEN REV, GEN REV. DAT[ ...... LINE SEE SHEET B C\J I W ::J Z W > <r #'18~ ! 2-PI # 1 81 SEE ::::: o I ...... (J\ ~ ~~ o CU I :::::: Cum I ~ Ol~ (lJ ~~ ~\ I- ::J <r I u )( 6-COLUMN H SEE DETAIL )(~ )('~ ). ~j +/-11 172SEE D nn__-~ VEHICULAR GA TES (BY O'WNER) w <?<?- ::::J '" Z W o~ - - - . .-- > <r \\ <r /0) ct ::J \ LJ \\ ~C0 ::J <r /\:) I- ::J \ <r ~~ I U ::::: oJ ::::: ------ -~-,--- :::::: Ln I ...... \.0 (Y) I ...... cu M ----------------~~-~- - -- ---~- ~ I ...... ~ ::::: rt---- -1 l _ 1 5 I - 0 II 1 3 I - 4 1/ , ------- .------ ----- 2-PE SEE E 0:::::: 1(lJ ...... I ~...... ~ . ___....F. --.--. o I ...... If) ~ ...... o l ...... Q\ (lJ ~ I~ cu oJ I --. -_.~ /---~- / I ./ (- -----~----~---- j +/-225 L.F, SEE DETAIL :::::: o I ...... (J\ (lJ 5-PILASTER SEE DET AIL ::::: o I ...... Q\ (lJ ff ~ -.----.-{)- i-COLUMN . -. SEE DETAIL I I ~ V-- X#171 8 ~; ,~ ~ ENTR"4f WALL PLAN SCALE: '111 20' IHEIDT & ASSOCIATES, Inc. Tampa ~ Fort Myers (SD-1) SITE DEVELOPMENT PLAN SEA SEA SEA JOB NO RTLMS-002 ~----- DESIGN S[A LAKE CHAUTAUGUA Tampa Oftice 2212 Swann Avenuo Tampa, Florida 33606 Phone: 813-253-5311 Pinellas 813-442-8536 Pasco: 813-842-2401 FAX: 813-253-2478 . . DRA\./N Sl~ A ______ .U__ --0-- ~ DESCRIP'1 ION REVISIONS BY _ ___ II 1(3 ~:3 :;C,JTT [ uA~Df~t-AS.[-N---I-A-uOOOl~;t3 'FI;:I--- ----- F_LJRIDA ~luGIS flRED t ANDSCM't~ ARCII] ITcr JlL ! AI. ROTTLUND HOMES OF FLORIDA SHEET 2 OF 6 SHEETS DArr. f'Rl:PARL JJ fUR 4 Ul ..J <( f- W o V V l!l ~ o ..J <( f- W o ,./ Ul ..J ~ W o ,./ z <( ..J Q. o Z ~ --- <( :J l!l :J ~ :J <( I tJ W ~ <( ..J --- o Z :J ..J ~ o 0:: --- Q. " ; .. <( ~ o tJ Ul tJ o Ul Ul <( ~ f- o w I ! ll. III o ~ M o , [I] ~ , ~ GENERAL NOTES: CONCRETE CONTRACT TO PROVIDE SAMPLES OF ALL PAINT & ~ALL MATERIAL TO o~NER OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION CONCRETE SHALL CONSIST OF IH MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 4H AND 6H AT TIME: OF PLACEMENT, SEE ACI SPECIFICATIONS FOR ADDITIONAL CRITERIA, FENCING NOTES: DESIGN AND CONSTRUCTION *' FULDRIIJA BUILDING CODE 2002 EDITION *' NATIONAL DESIGN STANDARDS FOR WOOD CONSTRUCTION DESIGN CODES & GUIDELINES *' ACI Df~SIGN GUIDELINES FOR REINFORCED CONCRETE 2002 EDITION *' ASTM GUIDELINES & SPECIFICATIONS GROUT SHALL CONSIST OF PEA ROCK (3/8H MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8H AND 10H AT TIME OF PLACEMENT, SEE ACt ASTM SPECIFICATIONS FOR ADDITIONAL CRITERIA. ALL ORNAMENTAL FENCING TO BE ALUMINUM AND PAINTED BLACK 'WITH AN APPROPRIATE PA,INT, VERIFY PAII\T SCHEDULE 'WITH O'WNER, ALL PICKETS TO BE 18 go., <'048"') 'WALL, ALL, POSTS TO BE 16 go., <'060N) 'WALL MINIMUM, ALL RAILS 1N X 2* GAL VANlIZED U-CHANNEL STEEL. ALL POST 3N X 3* GAL VANIZED BOX STEEL, ALL PICKETS TO BE 3/4' >< 3/4' ALUMINUM ~;PACED ON CENTER AS SHO'WN 'WELDED A T ALL .JOINTS INSIDE U-CHANNEL, ALL RAILS T[] BE PUNCHED TO ALLO'W PICKETS TO RUN THRU SOLID, CENTER FENCE PANELS BET'WE~N COLUMNS AND/OR POSTS, ALL POSTS SET 24* DEEP IN 10" DIA, CONCRETE FOOTERS 'WITH CAPS THAT MATCH PICKETS, TERMINAL POST TO BE SET IN 16' DIA, FOOTE:R CONSTRUCTION JOINTS ARE TO BE PROVIDED IN ACCORDANCE wITH THE DESIGN CODES AND GUIDELINES AT THE ENGINEERS DIRECTION, DF-SIGN LOADS METHOD OF CONCRETE FORMING) PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE ACI, ASTM SPECIFICATIONS, *' FLOOR DL = 40 Psf *' FLOOR LL = 40 Psf *' ROOF DL-- 20 Psf *' ROOF U_ = 20 Psf CONCRETE MASONRY GEOTECHNICAL LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90) TYPE II NON-MOISTURE CONTROLLED, *' ASSUMED SOIL DENSITY = 120 Pcf *' ASSUMED SOIL BEARING CAPACITY = 2000 PSt * ALL UNSUITABLE MATERIAL SUCH AS MUCK) SHALL BE REMOVED FROM UNDERNEATH AS REQUIRED, BOTTOM OF FOUNDATION SURFACE AND STRUCTURAL FILL SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR) MAXIMUM DRY DENSITY (ASTM D-1557) * ALL SUBSURFACE AND GEOTECHNICAL INFORMATION TO BE PROVIDED BY CLIENT ADMIXTURES ARE NOT TO BE ADDED TO THE MORTAR WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE FIM - 1,900 PSI MINIMUM, METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. ~TERIAL PROPERTIES JOINT REINFORCING SHALL CONSIST OF HLADUR-TYPEH BY DURO-wALL OR EQUAL WITH ASTM A64L CLASS 1 GAL VANIZED COATING, PLACE AT 16H O.C, VERTICALL Y FULL Y EMBEDDED IN MORTAR JOINT, LAP 8H MINIMUM AT MASONRY WALL CORNERS AND INTERSECTIONS, PROVIDE FABRICATED ELLS) TEES OR BENDS OF DISCONTINUOUS WIRES TO PROVIDE 3H HOOK AT OUTSIDE OF CORNERS, EMBED REINFORCING 6H MINIMUM INTO TIE COLUMNS AT CORNERS AND END D~~ WALLS, CONTINUE REINFORCING THROUGH TIE COLUMNS AWAY FROM W A L_ L. END S , * f c -- 3000 Psi CON C R E T E * fc _. 2000 Psi GROUT , *' Fy - 60000 Psi *' tM - 1900 f::)si *' R[INFORCING STEEL - ASTM GRADE 60 *' STRUCTURAL STECl_-- ASTM A-36 *' wOOD - SOUTHERN YELLOW PINE NO, 2 SHOP DRAwINGS wALL NOTES: THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING lHE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, ALL CULTURED STONE TO BE CULTURED STONE BRAND: NIA ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ~ALL BODY PAINT COLOR: BY o\JNER ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY PROFESSIONAL ENGINEER AND SHALL INCLUDE; DRAwINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, LIFTING LOCATIONS; AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS, ~ALL TRIM PAINT COLOR: BY o'WNER SIGN COLOR: BY o'WNER REINFORCING STEEL SIGN LETTER STYLE ~ COLOR: BY o'WNER REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, fly -- 60 Ksi UNLESS OTHERWISE NOTED, ALL DIMENSIONS TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION, ALL FOAM ACCENTS1 TRIM, CAPS ETC, SHALL ALL BE PAINTED THE SAME COLOR. VERIFY PAINTING SCHEDULE 'WITH o'WNERIS REPRESENT A TIVE oNSITE. EXACT PAINT MIXTURE TO BE PROVIDED FOR CORONADO PAINTS, USE ONLY ELASToMERIC PAINT ON STUCCO, REINFORCING LAP SPLICES SHALL BE 48 BAR DIAMETERS IN LENGTH UNLESS OTHERWISE NOTED, ALL REINFORCED BLOCK CELLS TO BE GROUTED SOLID. ALL POLYSTYRENE FOAM ACCENTS TO RECIEVE POL YRESIN HARDCoAT PRIOR TO STUCCO (TYP,), CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO CUTTING FOAM PIECES, ALL POLYSTYRENE FOAM AND CULTURED STONE TO BE ATTACHED PER THE MANUFACTURER'S INSTRUCTIONS, VERIFY DIMENSIONS FOR RECESSES IN CULTURED STONE PRIOR TO CONSTRUCTION OF SIGNAGE, ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. REINFORCING DETAIL_ DIMENSIONS ARE OUT TO OUT OF BARS, REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YEILD STRENGTH OF THE BAR AND ARE NOT TO BE APPROVED BY THE ENGINEER OF RECORD, ALL FOAM CAPS SHOULD BE FINISHED ON ALL SIDES, ENDS OF ~ALLS SHOULD BE \/RAPPED ~ITH THE FOAM CAPS FOR A FINISHED LOOK. DO NOT END CAPS FLUSH ~ITH THE END OF THE ~ALL, DF:SIGN COVER REQUIREMENTS: 'WALL CONTRACTOR SHALL PROVIDE THE NECESSARY PROTECTION FOR ALL FOAM TRIM AND CAPS AND CULTURED STONE DURING CONSTRUCTION AND PAINTING TO PREVENT DAMAGE AND oVERSPRAY, ALL CULTURED STONE TO BE INSTALLED 'WITH TIGHT FITTING JOINTS, NO MORE THAN A 1/2' JOINT IS ACCEPT ABLE. MAKE SURE ALL STONE IS INSTALLED PLUMB AND LEVEL ~ITHOUT EXCEPTIONIII 'WALLS AND SIGNAGE HAVE BEEN DESIGNED TO ~ITHSTAND A ~INDLoAD OF 130 MPH ACCORDING TO THE 2001 BUILDING CODE. C- I -P CONCRETE FORMED AGAINST EARTH: 3" C-I-P C[JNCRETE EXPOSED TO EXTERIOR: 2" C- I --P CONCRETE NOT EXPOSED: 1 1/2" GROUT FIl_LED MASONRY: 3/4" PRE :;TRESSED CONCRETE LINTELS: 1 1/2" PRE CAST GROUT FILLED LINTELS: 1 1/2" If the contro.ctor, in the course of the work, finds or suspects o.ny discrepo.ncy between the dro.wings o.nd physico.l conditions of the site or work or o.ny errors or OMissions in the contro.ct dro.wings or specifico. tions, he sho.ll iMMedio. tely notify the D'w'NER in writing, o.nd the D'w'NER will prOMptly verify the So.Me, Any work done o.fter such discovery, unless o.uthorized, sho.ll be done 0. t the contro.ctor's risk. All field verifico. tions for diMensions, lo.yout, 1"'10. terio.l type o.nd thickness sho.ll be verified by the contro.ctor prior to fence o.nd wo.ll fo.brico. tion/ construction, Any conflicts sho.ll be iMMedio. tely directed to the D~NER, Contro.ctor sho.ll verify loco. tion of o.ll Mecho.nico.l lines before co.sting foundo. tions or Co.st pro tee tion o.round lines o.s reques ted, JBM & R ENGINEERING, INC. P,O, BOX 1566 VALRICO. FL 33595-1566 C,M,U, - Block to be cut to fit where required. HEIDT & ASSOCIATES, Inc" Tampa . Fort Myers HARDSCAPE NOTES Lo.yout of colUMns to be confirMed in the field with the Lo.ndsco.pe Architect o.nd D'w'NER prior to o.ny insto.llo. tion/construction JOB NO. RTL -MS-002 DESIGN SEA DRA'v/N SEA 1 _ :~~ Tampa omce 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 Pinellas: 813-442-8536 Pasco: 813-842-2401 FAX: 813-253-2478 LAKE CHAUTAUGUA Ralph Remmert PE 39610 THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE. Contro.ctor to notify "Sunshine v 48 hours prior to o.ny site work 0. t (800) 432-4770 (Mo.rk on curb o.nd flo.g the loco. tion of Peoples Go.s line), The contro.ctor sho.ll be respon::>ible for obto.inlng o.ll necesso.ry perMits for construction, PREPARED FOR: ROTTLUND HOMES OF FLORIDA DATE 11-18--03 BY SCOT T E. ANDREASEN LA 0001658 FILE FLORIDA REGISTERED LANDSCAPE ARCHITECT DE T A] L -. DATE DESCRIPTION REVISIONS SHEET 3 OF 6 SHEETS OJ .J <( I- UJ o V V (!) ~ o .J <( ti o ,.- OJ .J ~ o ,.- z <( .J n. o z <( .J ,.- <( :J (!) :J <( I- :J <( I CJ UJ :w:: <( .J ,.- o Z :J .J ~ o 0: ,.- n. <( ~ o CJ OJ CJ o OJ OJ <( c(l I- o ILl I I Il. III o ~ 00 o I m .... I CL CL 1'-6' 5'-2' 1'-4' 9' -0' .., ENTRY MONUMENT (23 SOFT> , .., SEE DETAIL@ M I 0-3 (\J '<t , LAK <Xl , I ...,. , CHAUTAUGUA I (\J M , M I 0 , ...... C\J , I '<t .. , I 0 \0 , I , ...... , ...,. <Xl I ...... .. <Xl I , , M 0 I , M , \0 I , ...... 24'-11' ENTRY MONUMENT ELEVATION SCALE: 1/2" = 11-0" 24' GLOBE (BY O\JNER) FINISH GRADE --1 SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (BY O\JNER) LINTEL COURSE \JITH #5 REBAR CONTINUOUS <TYP) za... ......<[ 2:...J u.,1 " I{) C\J# COMPACTED SUBGRADE #5 REBAR AT 2'-8' O.C, \J/l' MIN BENDS, CELLS FILLED SOLID 3000 PSI CONCRETE FOOTER COLUMN & WALL CROSS SECTION SCALE: 1/2" = 11-0" .. (]\ L~ CL CL 1'-4' 5'-2' 1'-6" 2'-6' .., SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (BY oW'NER) ~_~_ J SYNTHETIC BAND SMOOTH SAND STUCCO FINISH (BY o\JNER) . <Xl I co --J_ rFIN~RADE . o .... /" " / /:1 2' M1N, ,Lff\J SIDE:;) 6" a' .. ...,. .. ex> I ... C") .. o I ... ....,. , " 0 /", /, >/ ,/ .'", '1 4'-9' 3' CL, ON BOTTOM 11" 2'-10' 1'-1' 2-#5 REBAR CoNT, FOOTER 3,000 PSI CONCRETE FOOTER w #5 REBAR \JITH I' MIN BENDS, CELLS FILLED SOLID #5 REBAR AT 2'-a' O,C, W'/1' MIN BENDS, CELLS FILLED SOLID #5 x 4'-3' TRANSVERSE AT 16' O,C, COLUMN & WALL FOOTING CROSS SECTION SCALE: 1 /2" = 11-0" REFER TO HARDSCAPE NOTES FOR ALL OWNER SELECTIONS OF MATERIALS, & GENERAL NOTES. JBM & R ENGINEERING, INC. P,O, BOX 1566 VALRICO, FL 33595-1566 Ralph Remmert PE 39610 THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE. POSITIVE SLOPE SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (BY oW'NER) TOP SURFACE OF THE FILLED BLOCKS TO BE TRUE AND LEVELLED, A TT ACH CAP \JITH GENEROUSLY APPLIED INDUSTRIAL ADHESIVE. KNOCKOUT BLOCK COURSE \JITH "5 REBAR CONTINUOUS (TYP) HORIZoNT AL JOINT REINFORCING <DURo-\JALL) AT 16' ON CENTER SIGN LETTERS & LOGO <BY o\JNER) TILE BACKGROUND <BY o'WNER) SMOOTH SAND STUCCO FINISH <COLOR BY O\JNER) <TYP,) z ......a... :E<[ .. ...J \01{) ,I # C\J CONCRETE BLOCK \JALL 11 COURSE - a'xa'x16" "5 REBAR AT 2'-a' O,C, 'W/l' MIN BENDS, CELLS FILLED SOLID <TYP) r FINISH GRADE #5 REBAR CoNT, AT 12" D.C. (LONGITUDINAL> - 3000 PSI CONCRETE FOOTER 6' COMPACTED SUBGRADE 1'-a' VILLAGE ENTRY MONUMENT WALL CROSS SECTION SCALE: 1" = 11-0" l'JF1Al:.. CODE 3/8* VERTICAL JOINT UP r FROM TOP OF FOOTING THRU MASONRY ~ALL #5 VERTICAL BAR EACH SIDE OF JOINT RAKE AND CAULK JOINT JlI[~ -'{:~\:::;}t;{: '<'{::': :~:~;i: D [ " t ~ .... . .... . t t ~ "....- . ~~.:'~ ~....;,.'. <' : ~..'~ ;. ";"-';l 24' D.C. 24' D.C. MASONRY CONTROL JOINT SCALE: N.T.S" 12/30/03 DATE GEN REV, DESCRIPTION REVISIONS HEIDT & ASSOCIATES, Inc. Tampa . Fort Myers (HD-1) HARDSCAPE DETAILS JOB NO RTL-MS-002 DESIGN SEA Tampa Office 2212 Swann Avenue Tampa. Florida 33606 Phone: 813-253-5311 Pinellas: 813-442-8536 Pasoo:813-842-2401 FAX: 813-253-2478 DRAI.JN SEA LAKE CHAUTAUGUA SEA BY DATE 11-18-03 SCOTT E, ANDREASEN LA 0001658 FILE FLORIDA REGISTERED LANDSCAPE ARCHITECT DE: TAIL. PREPARED ROTTLUND HOMES FOR: OF FLORIDA SHEET 4 OF 6 SHEETS IJ) ...J <( I- l&J a v v 1!J ~ a ...J <( I- W a ,- IJ) ...J ~ l&J a ,- z <( ...J D.. a z ~ ,- <( :J 1!J :J ~ :J <( I [J w ~ <( ...J ,- a z :J ...J ~ o Il ,- D.. .. <( ~ o [J IJ) [J o IJ) IJ) <( ~ I- a w I I 0. III o 'o:t ('l] o I m .... . .... - C> 1 CD - (") 1 C\J - 'V - CD 1 If) - C> 1 C\J 2' CLR, <TYP) ON SIDES o 24' GLOBE (BY o'WNER) SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (BY o'WNER) TOP SURFACE OF THE FILLED BLOCKS TO BE TRUE AND LEVELLED, ATTACH CAP ~ITH GENEROUSLY APPLIED INDUSTRIAL ADHESIVE. KNOCKOUT BLOCK COURSE 'WITH #5 REBAR CONTINUOUS <TYP) HORIZONTAL JOINT REINFORCING <DURo-'WALL) AT 16' ON CENTER SMOOTH SAND STUCCO FINISH (COLOR BY o'WNER) (TYP,) 8 x 8 x 16 CMU (12 COURSE) #5 REBAR 'WITH l' MIN BENDS, CELLS FILLED SOLID (TYP) Z -(1. ~~ _ -l \Dlf) ,I # C\J ~ FINISH GRADE #5 REBAR AT 16" O,C, LONGITUDINAL - C> .... <J <J // "" ' CONCRETE FOOTING 3,000 PSI / / ". / // /~ ~/ / "'" " //~ / / / "--- ~. COMPACTED SUBGRADE 6' 6' COLUMN CROSS SECTION SCALE: 111 = 11-0" ..., PILASTER SEE DETAIL@ ~ - ..., - 'V I (\J - CD - I 'V , 1 If) , - .... C> CD SYNTHETIC CAP SMOOTH SAND -7 STUCCO FINISH (BY OI/NER) L - C> I 'V --- - C> 1 (\J rFINISH GRADE PILASTER & WALL FOOTING CROSS SECTION SCALE: 1/2" = 11-0" WALL & PILASTER ELEVATION SCALE: 1/211 = 11-0" - CD I , CD - C> .... AT SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (BY O'WNER) - v - v TOP SURFACE OF THE FILLED BLOCKS TO BE TRUE AND LEVELLED, ATTACH CAP ~ITH GENEROUSLY APPLIED INDUSTRIAL ADHESIVE. KNOCKOUT BLOCK COURSE 'WITH #5 REBAR CONTINUOUS <TYP) - CD 1 If) HORIZONT AL JOINT REINFORCING (DURO-~ALL) AT 16' ON CENTER SMOOTH SAND STUCCO FINISH (COLOR BY o~NER) <TYP.) #5 REBAR ~ITH l' MIN BENDS, CELLS FILLED SOLID (TYP) SYNTHETIC BAND SMOOTH SAND STUCCO FINISH (BY O'WNER) - C> 1 , (\J 8 x 8 x 16 CMU <12 COURSE) z -a. ~~ _ -l \Dlf) ,I # (\J GRADE #5 REBAR AT 16" O,C, LONGITUDINAL " . ", '/ ,,' .' . /: / // '- /j ',,/ "'" ~V" /,,~/' '// // './< / /J 2' CLR, (TYP) 6' ON SIDES CONCRETE FOOTING 3,000 PSI , "'//' / / />/>"--- COMPACTED SUBGRADE 2'-0' 6' 3'-0' PILASTER CROSS SECTION SCALE: 111 = 11-0" - V I ... .... 2'-0' PILASTER SEE DETAIL @ (SIM) #5 REBAR 'WITH l' MIN BENDS, CELLS FILLED SOLID 13,000 PSI CONCRETE FOOTER -" ~ ~ - ro - ro EDGE OF FOOTER 2-#5 REBAR CoNT, #5 REBAR AT 2'-8' O,C, 'W /1' MIN BENDS, CELLS FILLED SOLID 12/30/03 DATE - v - V I (\J .. V 1 .... - CD I CD - C> 1 ... V - C> .... 3' CL. oNI BOTTOM POSITIVE SLOPE SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (BY o'WNER) TOP SURFACE OF THE FILLED BLOCKS TO BE TRUE AND LEVELLED, A TT ACH CAP ~ITH GENEROUSLY APPLIED INDUSTRIAL ADHESIVE. KNOCKOUT BLOCK COURSE 'WITH #5 REBAR CONTINUOUS (TYP) HORIZONTAL JOINT REINFORCING (DURO-'WALL) AT 16' ON CENTER SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (BY O'WNER) SMOOTH SAND STUCCO FINISH (COLOR BY O'WNER) <TYP,) z ......Q.. ~~ _ .-J \.Olf) " # C\J CONCRETE BLOCK 'WALL 11 COURSE - 8'x8'x16' #5 REBAR AT 2'-8' O,C, ~ /1' MIN BENDS, CELLS FILLED SOLID <TYP) r FINISH GRADE #5 REBAR CONT, AT 12' O.C, (LONGITUDINAL) o / ~ / / . " /'-., . L <J / l:L1 / :.. ~' , ,.- , ' / /, -,/ 2' MIN, SIDES) 6' 8' 6' 3000 PSI CONCRETE FOOTER , /'- COMPACTED SUBGRADE 1'-8' WALL CRC>>SS SECTION SCALE: 1" = 11-0" DETAIL. CODr JBM & R ENGINEERING, INC. P,O, BOX 1566 VALRICO, FL 33595-1566 Ralph Re 'Ylmert PE 39510 THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE, GEN REV, DESCRIPTION REVISIONS REFER TO HARDSCAPE NOTES FOR ALL OWNER SELECTIONS OF MATERIALS, & GENERAL NOTES. .tEIDT & ASSOCIATES. Inc. Tampa . Fort Myers (HD-2) HARDSCAPE DETAILS JOB NO, RTL -MS-002 Dr:SIGN SEA ~ DATE 11-18-03 PREPARED FOR: ROlTLUND HOMES OF FLORIDA Tampa Office 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 Pinellas: 813-442-8536 Pasoo:813-842-2401 FAX: 813-253-2478 LAKE CHAUTAUGUA DRA'vJN SEA SEA BY SCIJTT E. ANDREASEN LA 0001658 FILE FL.ORIDA REGISTERED LANDSCAPE ARCHITECT DETAIL SHEET 5 OF 6 SHEETS Ul .J ~ ILl o V V L!l ~ o .J ~ ILl o "" Ul .J ~ ILl o "" z <( .J n. o z <( .J "" <( ::J L!l ::J ~ ::J <( I U ILl ~ <( .J "" o Z ::J .J ~ o II "" n. " ~ o U III U o III Ul <( ~ ~ o ILl I ~ Q. 1/1 o 'It M o I m .- I @ - ex> I , C\J ..., SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (COLOR BY OWNER) @ SEE DETAIL F 0-3 - If) - r--.. FOAM SIGN BORDER - SEE DETAIL @ 0 I - - HD-3 If) C\J C\J - I r--.. , If) CALL BOX ON FRONT SIDE OF COLUMN - - 0 C\J 2' CONDUIT I , I C\J , FINISH GRADE C\J - "It I , If) - 0 .-. I , C\J COLUMN SEE DETAIL ~ _DECORATIVE FENCE SEE DETAIL @ COLUMN & FENCE ELEVATION SCALE: 1/2" = 11-0" CALL BOX ELEVATION SCALE: 1/2" = 11-0" 9'-0' 10' LETTERS (RAISED AND COLORED WITH GOLD LEAF) BLACK MARBLE TILE AT t t 6'-0" 4' WITH STANDARD CAPS H 3/4' SQ,X6' PICKET ~ n IT ~) IT ~ fi fi fi n f WITH PRESSED TIPS 4' O.C, ~ II I II II II II I - t::::--. 1 'X2' PUNCHED II II ..... ....... STEEL U-CHANNEL RAILS ....... ~ WELD ALL PICKETS AT ALL JOINTS UNDER U-CHANNEL RAILS .. 0 - I \J) 00 I , \J) FIELD WELD FENCE - i-- >-- SECTIONS TO POSTS - - ~ ~ UU . lNl~t1 1......0.11.. . .. '4 .' ", N . CONCRETE FOOTER . .. ',j 3,000 PSI 0 I . . ... . .' . (\J , , . --l~ ' 10' UNDISTURBED SUBGRADE @ ~ 81 FENCE ELEVATION SCALE:1/2" = 1"-0" SMOOTH BY OWNER) SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (COLOR BY OWNER) @ SEE DETAIL F 0-3 TOP SURFACE OF THE FILLED BLOCKS TO BE TRUE AND LEVELLED, A TT ACH CAP WITH GENEROUSLY APPLIED INDUSTRIAL ADHESIVE. LINTEL COURSE ~ITH ~5 REBAR CONTINUOUS <TYP) CALL BOX (BY OTHERS) HoRIZONT AL JOINT REINFORCING , (DURO-WALL) ":_____________ AT 16' ON CENTER #5 REBAR WITH l' MIN BENDS, CELLS FILLED SOLID <TYP) 8 x 8 x 16 CMU (8 COURSE) - o .-. FINISH GRADE 2' CONDUIT #5 REBAR AT 16" O,C, , - , :'>;;<\(> EACH WAY BOTTOM ~/, /, " '~<~// CONCRETE FOOTING 6' 3,000 PSI COMPACTED SUBGRADE 2' CLR, <TYP) ON SIDES 2' -0' 3' -0' CALL BOX CROSS SECTION SCALE: 1/2" = 11-0" ENTRY MONUMENT SIGN SCALE: 111 = 1'-0" 2/X2'X8' POSTS 6' ON CENTER - C\J '" ...... ~ - C\J '" ..... l' 2'-4' ;;u ~ , I In - 2 4'-0' FACE TO FACE 1r-2 112' 114'\ ~ , POST TOP (STAN !J ~ ~ ~ , u n n IT ~J '" , \ 1\ \ \ ~ i\ ... r-..... ..~ ~ FULCRUM L \ '" ~ ISTRIKE ./ .......... " , \ ~ELD ALL UNDER U-C \ "... 2' SQ. UPRI ~ ,," FIELD WEL SECTIONS T '~ ~ ~ ~ l -DJ - -X- \J) "'1 '" - C\J - 0 I , C\J ,K AND DARD> SQ, POST HINGE SQ, POST J/4' SQ.X6' PICKET WITH PRESSED TIPS 41 D.C. l'X2' PUNCHED STEEL U-CHANNEL RAILS ATCH STRAP PICKETS AT ALL JOINTS HANNEL RAIL S GHT D FENCE o POSTS FINISH GRADE- NOTES: 1. COLOR TO BE BLACK 2. SELF CLOSING HD\./E 3. GATE TO CONTAIN A DEAD BOL T LOC DOOR KNOB ASSEMBLY. ~ PEDESTRIAN GATE AND FENCE ELEVATION SCALE: 1 /2" = 1'-011 U:'TAI L CODE t- 2'-6' t - \J) I , C\J 11 CALL BOX COLUMN CAP ELEVATIC)N SCALE: 1" = 11-0" f-4'~ .ru ,S'~ 1J CALL BOX FOAM BORDER CROSS. SECTION SCALE: N.T.S. JBM & R ENGINEERING, INC. P,O, 80)( 1566 VALRICO, FL .33595-1566 Rolph Rommert PE 39610 THESE PLANS ARE IN CO\o1PLlANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE, REFER TO HARDSCAPE NOTES FOR ALL OWNER SELECTIONS OF MATERIALS, & GENERAL NOTES. HEIDT & .ASSOCIATES, Inc. Tampa . Fort Myers (HD-3) HARDSCAPE DETAILS ~ JOB NO. RTL-MS-002 DESIGN SEA DRA'vIN SEA LAKE CHAUTAUGUA Tampa OtIice 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 Pinellas: 813-442-8536 Pasco:B13-842-2401 FP0<:813-253-2478 12/30/03 GEN REV. DATE DESCRIPTION REVISIONS DATE PREPARED ROTrLUND HOMES SEA 11-18-03 FOR, OF FLORIDA --~- BY SCOTT E, ANDREASEN LA 0001658 FILE SHEET 6 OF 6 SHEETS F _ORIDA REGISTERED LANDSCAPE ARCHITECT DETAIL Ul .J ~ ~ W o V V [!) 3 o .J ~ W o ./ Ul .J ~ W o ... z ~ .J D.. o Z ~ .J ... ~ :J [!) :J ~ :J ~ I U W ~ ~ .J ./ o Z :J .J ~ o c:: ... D.. .. ~ ~ o u Ul U o Ul Ul ~ ~ ~ o W I ~ D.. II) o ~ (1) o I m .... I .... SIR N=5955777 E=5049.939 ..____J FIRST AVENUE NO (60' R/W) u 89"35'34"E (L2) 666.07' (L2) \ S 00'OO'04"E 6.12' (L2) NW CORNER, SW 1/4 -- SEC, 32-28-16 (NOT FOUND) S 89'35'34"E (L2) 6.12' (L2) fiR 1/2" PLS 4626 N=5036.317 E=5050.387 2850-JD,DWG 2850.CRD ~ , , 26 25 22 21 14 19 23 20 24 15 '8 16 17 S 9'42' 2"E 6 0,44' (F) ~1/2' lL. '-" "..... ~.!:;, l: 13 ~b , ~ ,..... , 01"') . F) 12 11 10 8 FCM 3"x3" N=5951.374 E=6021.030 fiR 1/2" 0.70' (E) 2 __I · 10 11 12 3 8 WETLAND JURISDICTIONA~ 31 LINE JD 3 FIRST AVENlJ, NOR1H (60' R/W, VACATED) - <:Q Uu.J ~t;J W ~g: "'-U1 0::>- (/) " '" 0- <Dc.. ~ r- w w ~ (f). 60'.~ W 23 24 18 17 16 JD 1 SHW 2 ... SH J ~ ,...... l.&.. '-" ~ l: 10 I"') . it> p o o z JO 1 W TLAND 2 LI E ~ 11 12 5 10 I,] <{? 6' V ..> <b 'to ? N 89'36'24"W F&C S 89'35'34"E (L2) CHAUTAUQUA __ ____ _ ~?' I~/W, _VACA TED__ BLVD 29 32 28 31 30 27 26 25 24 23 22 z <( ~ w .q- o o p o '0 (f) 14 10 8 5 6 11 12 13 Ci w ~ (fl ~ "( :2: FIRST AVENUE SOUTH (60' R/W, VACATED) 32 l.L.~ --.J '---" 23 19 31 30 29 26 28 25 27 24 21 22 20 .q- 0> 0> <.0 0> 01 .q- s:';? ~ ~N .-' .t:-' ?~ l$C'l .~ gS z 140.0 '(L2) S 89'37' 42"E (L2&F) 185,OO'(F) 00.00'04 "E (L2&F) 30,00' (F)-- \0 12 13 14 11 8 (60' R/W, VACATED) S 89'37' 42"E (L2&F) 688.90' (L2&F) 32 31 29 28 22 20 21 30 24 23 19 N o T E S 1. THIS SPECIAL PURPOSE SURVEY IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION SHOWN HEREON IS TAKEN FROM BOUNDARY SURVEY PREPARED BY POLARIS ASSOCIATES, INC. THE PURPOSE OF THIS SURVEY IS TO LOCA TE JURISDICTIONAL WETLAND FLAGS, AND MAP RELATIVE TO THE PROPERTY BOUNDARIES SHOWN HERE ON. 2, FIELD BEARINGS SHOWN ARE BASED ON FOUND MONUMENTA TION FOR THE WEST LINE BLOCK 40, UNIT 1 - SECTION A CHAUTAUQUA ON THE LAKE, P.B. 9, PAGE 52 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SAID LINE ASSUMED AS BEING N.00'03'35"W. 3, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED S;::AL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 4, RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE-USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO. 5, PORTIONS OF THIS SITE APPEARS TO BE LOCATED IN FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE 500- YEAR-FLOODPLAIN), ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125096 0005 D, DATED AUGUST 19, 1991 (MAP INDEX DATED AUGUST 18. 1992) AND PORTIONS OF THIS SITE APPEARS TO BE LOCATED IN ZONE X UREAS DETERMINED TO BE OUTSIDE 500- YEAR-FLOODPLAIN) AND ZONE A (SPECIAL FLOOD HAZARD AREAS INUOA TED BY 100- YEAR FLOOD, NO BASE FLOOD ELEVATION DETERMINED), ACCORDING ro THE FEDERAL EMERGf:NCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 1251.39 0088 0, DATED MAY 6, 1996 (MAP INDEX DATED MAY 6, 1996). THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NorES TO THE USER THAT "THIS MAP IS FOR INSURANCE PURPOSES ONLY". 6, UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIPTION ANO EASEMENTS SHOWN WERE FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT, NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY 7. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A COMMITMENT FOR TITLE INSURANCE BY FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK, COMMITMENT NUMBER 01-005-303190. EFFECTIVE DATE: NOVEMBER 15, 2001 ~ 08: OOA,M. -AND- OWNER'S POLICY OF TITLE INSURANCE BY COMMONWEALTH LAND TITLE INSURANCE COMPANY, POLICY NUMBER 112-105629, EFFECTIVE DATE 1/1D/86 ~ 5: 50 P.M. 8, PUBLIC ROAD RIGHT-OF -WA Y'S VACATED BY THE FOLLOWING: PINELLAS COUNTY RESOLUTION DATED MARCH 5, 1968 (RECORDED INFORM A nON NOT PROVIDED); PINELLAS COUNTY RESOLUTION DATED MARCH 13, 1969 (RECORDED INFORMA,ION NOT PROVIDED); O.R. 5309, PG. 1173: O.R. 4975, PG. 167; O.R. 5309, PG. 1173: OR. 4462, PG. 157 AND O.R. 6082, PG. 918. 9. ELEVATIONS SHOWN HEREON ARE BASED UPON PINELLAS COUNTy VERTICAL STATION "CAMPUS J", HAVING AN ELEVATION OF 91.185. 10. ON NOVEMBER 26, 2001, TRUDY KILLEEN OF PEACOCK & ASSOCIATES, INC. AND RICK PERRY OF SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT AND CHIP HEINTZ (PCDRS), \fERIFIED THE WETLAND LINE INFORMATION REPRESENTED HEREON AND DO AGREE THAT THE WETLAND JURIDICTIONAL LINE IS AN APPROXIMA liON OF THE LANDWARD EXTENT TO THE WATERS/WETLANDS ON THIS PROPERTY AS FIELD STAKED AND/OR DELINEATED. 15 S NORTHEAST C~RNER LOT 6 --8WGK-~-- ilRST AVENUE NORTH 17 16 18 1-1 JD C3 q:: I~ (j)F= Q::S:> 00 ()~ QQ:: ,,~ 00 i~ ~r=!w (j)~~ I _.1 JD C JD C41 17 16 1S 6 J / / 201___ I I ~ C' ii? Id I :: (5 g;I .1: I UJ s ~~ 12),-,- 1 (L2) <( :::> o CORNER NOT SET 100 :)0 0 I. SCALE: 1" = 1 00' ~R=1382'85' (l1&C) 6=07'06'56" (l1&C) @ A=17U4' (L1&C) C=171.63' (L1,F&C) CB=S.lT42'38"W (l1,F&C) ~R=2913'77' (L1&C) t-.=05'18'35" (L1&2) @ ,~=270.03: (L1&C:1 C=26994 (Ll,F&C) CB=S.17'33'27"W. (L1,F&C) SEASONAL HIGH WATER (SHW) If\JFORMA TION :::) Lu 100 1 SHW#1 - NAIL AT BASE OF CAr?OLlNA WILLOW AT FLAG #15 ELEV.=89.57 ."L <( I-- SHW#2 - NAIL IN TREE 40 FEET EAST OF FLAG #19 ELEV,=90.10 ~ :::) --1 ~ SHW#3 - NAIL AT BASE OF TREE, NORTH SIDE OF UPLAND ISLAND ELEV.=89.62 2 ~ /::j U ~ h!~ ",,0.J ~\,0.J ~ -"- 0;:: ~f<J QC:5 ""& FIR 1 /2" PLS 4626 POINT "8" (L2) CM ."x." 1.61'(N.) o. os')E.) _.-__ 20rGoR.RA.N OF EASEMENT - 980, PG. 2008 18 17 16 CURVE DATA CURVE C1 C2 CHORD 308 42 13278 TANGENT CHORD BEARING 154.80 S 16'07'31"W 66.41 S 18'38'22"W DELTA 10'02'13" 3'00'10" RADIUS 1762,85 2533.77 ARC 30881 132.79 DA1E SECTION 32, TOWNSHIP 28 S., RANGE 15 E., PINELLAS COUNTY, FLORIDA DESCRIPTION JURISDICTIONAL FLAG COORDINATE DATA "" LEGAL DESCRIPTION (L 1) LOTS 1 TO 6, INCLUSIVE. BLOCK 42, UNIT 1, SECTION "A", CHAUTAUQUA ON THE LAKE. ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 52, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. FLAG # JD 46 JD 47 JD 48 JD 49 JD 50 JD 51 JD 52 JD 53 JD 54 JD 1 JD 2 JD 3 JD 3A JD 4 JD 5 JD 6 JD 7 JD 8 JD 9 JD 10 JD 11 JD 12 JD 16 JD I JD J JD K JD L JD M JD N JD A JD B JD C JD D JD E JD F JD G JD H JD 22 JD 23 JD 24 JD 25 JD 26 JD 27 JD 28 JD 29 JD 30 JD 32 JD 32 JD 33 JD 34 JD 35 JD 36 JD 37 JD 38 JD 39 JD NO# JD 40 JD 41 JD 42 JD 43 JD 44 JD 45 JD 13 JD 14 JD 15 JD 17 JD 18 JD 19 JD 20 JD 21 JD C1 JD C2 JD C3 JD C4 JD C5 JD C6 JD C7 JD C8 JD C9 JD C10 JD Cl1 JD C12 JD C13 JD C14 JD C15 JD C16 JD C18 JD C19 JD C20 JD C21 JD NO# JD C23 JD C24 JD C25 JD C26 JD C27 JD C28 JD C29 JD C30 JD C31 JD C32 JD C33 JD C43 JD C42 JD C41 JD C40 JD C39 JD C38 JD C38 JD C37 JD C36 JD C35 JD C34 ~ No-1 NORTHING 5751.99500 5739.21200 5717.64600 5702,24400 5676.44900 5640,86000 5608,63900 5571.94700 5562.72800 5561. 92300 5565.27400 5562.99700 5561.87800 5562.68800 5564.35900 5564.56200 5566.03000 5566.17100 5570,60900 5568,34000 5570.50800 5566.75900 5597.40300 5683.70700 569226400 5692.66000 5695.74400 5697.15500 569688500 5692.24700 5686,97000 5687.95400 5684.62500 5674.15300 5672.05000 5669,71500 5678,14400 5770,16400 5776,96400 5779,23300 5779,33900 5781.16500 5778,72500 5780,79500 5779.51400 581 3 38000 5831.53200 5826,85400 5799.14200 5781.71500 5780.17700 5779.69800 5780.08500 5777.10600 5778,73900 5775.06200 5776.43100 5766.49200 5770.20900 5778.50800 5773,95200 5765,77200 5567.01600 5570,11000 5578.44200 5627.43500 5654.70600 569451500. 5725,89600 5743.23700 5948.05800 5927.17800 5919.00700 5911.08800 5914.88400 5914 55900 5894,68300 5881.29100 5866 20900 5854.77300 5817.47500 5779 90200 5776.57400 5771.28500 5732.96100 5714.04700 5700.29700 5661.98600 5655.37100 5598 04800 5530,11500 5519.39000 5489,83100 5459.17000 5412,70800 5373.28700 534395000 5310,59400 5289,51800 527462000 5258.52700 5229.71400 4987.68700 4995.51600 5040,47800 5054.09900 5076,06600 5101.14400 5137.25400 5158.35400 5163.69200 5171.62200 5206.06500 EASTING 5571.49000 5584.94000 5594.72500 5599.37400 5606.07600 5609.26200 5612.44700 5606.58900 5584.34200 5544.69000 5525 90400 5504.65400 5479.62700 5446.36900 5418.08200 5355.52700 5296.63800 5264.98500 5225.17800 5200,01200 5169,03700 5137.36300 5067,25800 5241.57500 5273.53300 5291.36400 5319.85100 5353.38600 5380.44700 5403.35200 5386.51900 537876900 5358.96700 5321,68800 5282,85500 5248,55000 5222.43200 5092.52800 5105.81000 5133,09600 5167,22900 5200.68000 5229.76000 5256.73200 5277,54700 5291. 26300 5295.05600 5302.91000 5301.56800 5299,77600 5315.99100 5342.08000 5361.02100 5379,82400 5402,27300 5422,73200 5437.64700 5458,07200 548225000 5510.08200 5532,07100 5550,51400 5098.91700 '5077.75300 5071.75200 5075,15500 5076.30600 5073.72900 5073.37400 5078,00500 6194.44500 6180.75400 6169.73000 6156.07700 6129.72700 6107.34900 6093,66600 6094,07300 6100,76200 6124.78300 6143.95100 6123.48900 6084.74800 6069.72300 6058.33300 6062.92100 603737700 6026.19200 6001,92900 6009.91000 5997,11000 5978.48800 5939,59500 5964.83100 5991.43000 5979.76200 5960.93900 5960,89400 5952,63800 5953.68100 5939.29500 5891.51400 5869.75900 5913.01400 5881,31400 5895.99600 5903.41000 5909,88300 591438200 5922.86300 5925.62900 5918,48000 5930,88900 ELEVA TION 89.1 89.0 ;; 89.2 89,8 90.2 90,3 88,7 89.1 89.2 89.4 89.8 89.6 90,9 90.6 89.7 .90.6 90.9 921 89,5 90,8 90.4 90.5 90,8 90.0 88,7 89.0 89.0 89,0 88.9 89.3 89.1 89.7 89.2 89,4 89.3 89,0 89.7 89.4 89.8 90,8 90,7 92,5 91,2 91.6 90,5 88.9 89.6 88,9 90,~ 90,9 90.2 90.3 90.7 91.5 91.0 90,3 90,1 90,0 90.0 90,0 89,7 89,6 91,3 91.0 90.8 90.7 90.6 90.1 90.8 90,9 84.4 84.4 84.4 85.0 85.2 84,5 84.6 85.1 856 84.9 85,0 84.6 84.8 84.7 848 85.4 85.6 85.4 86.1 85.6 84,6 85.1 85.9 85.5 85,3 85.0 84.9 85,2 85.0 85.3 85.4 85,5 85.1 84.4 85.6 85.5 85.2 85.0 85.0 84.6 83.8 84,9 84.2 ALSO LOTS 1 TO 26, INCLUSIVE, BLOCK 40, UNIT 1. SECTION "A" . CHAUTAUQUA ON THE LAKE AFORESAID. ALSO LOTS 1 TO 8, INCLUSIVE. BLOCK 41, UNIT 1, SECTION "A", CHAUTAUQUA ON THE LAKE AFORESAID. ALSO VACATED PORTION OF FIRST AVENUE NORTH BETWEEN THE WEST BOUNDARY OF LAKESHORE DRIVE AND THE EAST BOUNDARY OF FIRST STREET EAST BETWEEN BLOCK 41 AND 42 OF CHAUTAUQUA ON THE LAKE AFORESAID, ALSO VACATED PORTION OF FIRST STREET EAST BETWEEN THE NORTH BOUNDARY OF CHAUTAUQUA BOULEVARD AND THE SOUTH BOUNDARY OF FIRST AVENUE NORTH BETWEEN BLOCK 40 AND 41 OF CHAUTAUQUA ON THE LAKE AFORESAID. AND, BEGIN AT THE NORTHEAST CORNER OF LOT 6, BLOCK 42, UNIT NO, 1, SECTION "A", CHAUTAUQUA ON THE LAKE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT 9. PAGE 52 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, FOR A POINT OF BEGINNING: THEN RUN IN A SOUTHERLY DIRECTION ALONG THE WESTERN RIGHT -OF -WA Y OF LAKE SHORE DRIVE TO A POINT WHERE SAID WESTERN RIGHT-OF-WAY LINE INTERSECTS WITH THE CENTER LINE OF CHAUTAUQUA BOULEVARD; THEN RUN IN AN EASTERL Y DIRECTION ALONG A LINE THAT IS AN EASTERLY EXTENSION OF THE CENTER LINE OF SAID CHAUTAUQUA BOULEVARD FOR A DISTANCE OF 380 FEET: THEN RUN IN A NORTHERLY DIRECTION ALONG A LINE THAT IS PARALLEL TO AND 380 FEET FROM THE WESTERN RIGHT-OF-WAY LINE OF LAKE SHORE DRIVE TO A POINT THAT INTERSECTS WITH THE EASTERLY EXTENSION OF THE NORTH BOUNDARY OF SAID LOT 6 IN BLOCK 42: THEN RUN IN A WESTERLY DIRECTION ALONG SAID EASTERLY EXTENSION OF THE NORTH BOUNDARY OF SAID LOT 6 IN BLOCK 42 FOR A DISTANCE OF 380 FEET TO THE POINT OF BEGINNING: WHICH SAID DESCRIPTION INCLUDES THAT PORTION OF VACATED LAKE SHORE DRIVE WHICH LIES BETWEEN THE EASTERLY EXTENSION OF THE NORTH BOUNDARY OF SAID LOT 6 IN BLOCK 42 AND THE EASTERLY EXTENSION OF THE CENTERLINE OF SAID CHAUTAUQUA BOULEVARD, AS VACATED BY RESOLUTION RECORDED IN O.R. BOOK 4975, PAGE 167, PUBLIC RECORDS. ALONG WITH, LOTS 1 THROUGH 13, INCLUSIVELY, BLOCK 43, TOGETHER WITH THE NORTH 1 /2 AND THE SOUTH 1/2 OF VACATED FIRST AVENUE NORTH WHICH LIES ADJACENT TO LOTS 1 THROUGH 13, INCLUSIVELY, BLOCK 43, UNIT 1, SECTION "A", CHAUTAUQUA ON THE LAKE AFORESAID. AND THE VACATED PORTION OF THE NORTH 1/2 OF CHAUTAUQUA BOULEVARD, LYING BETWEEN MAIN STREET AND THE WEST RIGHT-OF - WA Y LINE OF WEST LAKE SHORE DRIVE OF CHAUTAUQUA ON THE LAKE AFORESAID. NOTE: A PORTION OF THE ABOVE LAND LYING WITH UNIT 1, SECTION "A", CHAUTAUQUA ON THE LAKE HAS BEEN VACATED BY RESOLUTION NO. 82-65. RECORDED FEBRUARY 19, 1982 IN O,R. BOOK 5.309, PAGE 1173, PUBLIC RECORDS. LEGAL DESCRIPTION (L2) A PORTION OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 32, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF SAID SOUTHWEST 1/4, RUN S.89'35'34"E., 666,07 FEET ALONG THE NORTH LINE OF SAID SOUTHWEST 1/4 TO THE CENTERLINE OF MAIN STREET; THENCE RUN S,OO'OO'04"E., 6,12 FEET ALONG THE CENTERLINE OF MAIN STREET TO THE POINT OF INTERSECTION OF THE CENTERLlNES OF MAIN STREET AND CHAUTAUQUA BOULEVARD; THENCE RUN S.89' 35'34"E., 30,00 FEET PARALLEL TO AND 6.12 FEET SOUTH OF THE NORTH LINE OF SAID SOUTHWEST 1/4 FOR A POINT OF BEGINNING; THENCE RUN S,89'35'34"E., PARALLEL TO AND 6.12 FEET SOUTH OF THE NORTH LINE OF SAID SOUTHWEST 1/4, 990 FEET, MORE OR LESS, TO THE WATER OF LAKE CHAUTAUQUA FOR POINT "A"; THENCE RETURN TO THE POINT OF BEGINNING; THENCE RUN S.00'OO'04"E., 499,60 FEET ALONG THE EAST RIGHT-OF-WAY LINE OF MAIN STREET; THENCE RUN S.89' .37'42"E" 140.00 FEET ALONG THE NORTH RIGHT-OF-WAY OF SECOND AVENUE SOUTH TO THE SOUTHWEST CORNER OF LOT 4, BLOCK 38, UNIT NO, 1 - SECTION A CHAUTAUQUA "ON THE LAKE", AS RECORDED IN PLAT BOOK 9, PAGE 52, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE RUN N.OO' 00'04"W" 102,38 FEET TO THE NORTHWEST CORNER OF SAID LOT 4: THENCE RUN S.89'37'10"E, 45.00 FEET TO THE NORTHEAST CORNER OF SAID LOT 4; THENCE RUN S,OO'OO' 04"E, 132.37 FEET ALONG THE EAST LINE OF SAID LOT 4 AND THE SOUTHERLY EXTENSION THEREOF TO THE CENTERLINE OF SECOND AVENUE SOUTH; THENCE RUN S,89'37'42" E., 688.9 FEET, MORE OR LESS, TO THE WATERS OF LAKE CHAUTAUQUA; THENCE MEANDER THE WEST SHORE OF LAKE CHAUTAUQUA IN A NORTHERLY DIRECTION 541 FEET, MORE OR LESS, TO AFORESAID POINT "A"; THENCE RUN N.89'35'34"W., PARALLEL TO AND 6.12 FEET SOUTH OF THE NORTH LINE OF SAID SOUTHWEST 1 /4, 990 FEET, MORE OR LESS, TO THE POINT OF BEGINNING, AND LOT 4, BLOCK 38. UNIT NO.1 - SECTION A CHAUTAUQUA "ON THE LAKE", AS RECORDED IN PLAT BOOK 9, PAGE 52, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, CERTIF CATION r- (I) <( w r- w~ w~ g: ~ ;--. (f) ~l.L. "0 ~"--',...... r-e ~~~ ~ ~(,;, G: 100> ixl~ FCM 3"x3" ::.p.~ ~O,..... 0>0 <Xl ~z reM 3"x3" - ~----- 0"- (I) ~~ FIR 1/2" Ull> :-'0> o ' nO> N ~---srR S 8 0<.1-2'28" (F) q.OO' ( ) 8 I f--l0 UTILlT 0, . 3093, - - - - I 947,03r--r:F)~~ _ ~ _ _ _ ~92-: Ul) ---1;; ERPE AL INAGE AND--=-- TILlTY EASEM NT .R. 4 63, PG 1889'9 21 GFf~N T OF -EASEMENT O.R, 4 80, PG. 2008 18 CERTIFIED TO: LAWRENCE DIMMITT; I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE TrrHNIC,'I,L STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHl\ 61 G17. '6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472,027 FLORIDA STATUTE~ \ \ \ 12/03/01 DA TE OF SURVEY LEGEND r.VM, ~ T.v.8. . P.P. .. : UNDERGROOND CABLE TELEW91>>1 MARKER ~ n. UNDERGR"" = CABLE TfLflfSlI>>l UTILITY BOX = vJND TELEPHONE PAINT MARK = POllER POlE T.U!!:.O_ - - T - - !!:!'~O- = APPROXIMATE LOCATION OF UNDERGROUND TfLEPHONf CABLE ItHH TfLfPHONE UTILITY BOX .11 : O\ofRHfAD UNES UNDfRGROOND ITIEPHONE CABLE WARNING MARKER CP." = COMBINATION POLE (POItfRjPHONEICABLE T. V) T.P. .. = TELEPHI>>IE POLE L.P." : LIGHT POII rO.M ~ : UNDERGROUND FIBER OPTIC UNE WARN/NG MARKER eL.p." : COMBINATION & LIGHT POLE F.H, --- to: UNDERGROUND FIBER OPTIC LINE PAINT MARK - lJr.~ - w - ---oon- - = APPROXIMA Tf LOCA TlON OF UNDERGROUND WA TfR GP" : GUY POI.[ . . III LINE Mm FIRE HlVRANT, WA TfR VAL \of k METfR M,P. .. : METER PIXE ~ = WATER UNE PAINT MARK ~ = GUY tllRE - .B.~ - RM ___ - = APPROXlI.IA Tf LOCA TlON OF UNDERGROUND REUSE WA TfR ~ = mcTRIC UTILITY BOX (TRANSFORMER) fill LINE, RfUSE WATER VAL\of k METER PI * = RfUSE WATER UNE PAINT MARK ~ = UN{)fRGROIJND POItfR PAINT MARK )()( )( = 6' CHAIN UNK ffNCf UNLESS OmERMSE NOTED :Q: = fl.ECTRICAL OIJnfT . : PARKING POST OR BOLLARD ~ = fl.ECTRlC UTlUTY BOX tt> = PROPANE TANK @ = ELECTRIC METER CONC. I. ~ ~ I = CONCRETE :tl: = DfCORA TI\of UGHT ASPH I . I = ASPHAL T -f- - E- - -E- = APPROXIMATE LOCATION UNDfRGROOND POt+fR LINES F.D.OJ. = Fl.ORIDA DEPAR1I.IENT OF TRANSPORTATION @ = MONITORING ItfLL S.RD. = STA Tf ROAD DEPAR1I.IENT O.R. = cmClAL RECORD BOOK I@ = UTlUTY MANHIXE P.LS. = PROFESSIONAL LAND SURlfYOR l!l = PfDESTR1AN CROSSING SIGN LBI = LICENSED BUSINESS NUMBER r.S B 18I = TRAme SIGNAL UTILITY BOX alA = OlfRALL DIMENSION r.S.P Ja = TRAFfIC SIGNAL PIXE P.O.C. = POINT or COI.IMENCfMENT STORM CURB INLETS P.O.B. = POINT or BEGINNING ~ ~ ~ ~ I -----, f = CENTERLINE ~ _ R/W = RIGHT-or-WAY [g = M/TERED END SECTIoN ELEV = f/LVATlON c1J = nARfD [NO seCTION RR 0 = FOOND IRON ROO II = GRA TE INLET RP 0 = FOUND IRON PIPE @ = STORM sellfR PIPE &: MANHIXE SIR 0 = SET 1/2" IRON ROD &: CAP 1.8.16'13 S. V. S. c. a. rCM 0: rOUND CONCRETE MONUMENT ooo(xx)o - - ~ - ~ = SANITARY SfllfR PlPf, MANHIXf, CLEAHOUT k VAL If SNM) 0 = SET NAIL AND BRASS DISK LB/6113 liJ. = SANITARY UNE R.C.P, = RflNrORCfD CONCRETE PIPE rNMJ 0 : rOUND NAIL AND DISK PAINT MARK C.M.P. = CORRUGATED METAL PIPE (P) = BEARlNG/OISTANCE PER PLAT P. v.c = PIX Y WNl1 CHLef/IDE DJ.P. = OUCTItE IRON PIPf (D) = BEARING/OISTANCE PER {)fED DESCRiPTION VCP. = rlTR1FlfD Cl.AY PIPE (F) = BEAR/NG/D/STANCf PER FlEW MEASUREMENT --fXXl- G ~ = APPROXIMATE LOCATION OF UNDERGROUND (C) = BEARING/DISTANCE PER CALCULATION G. V U.G.L GAS UN[ ItIm GAS VAL \of, GAS METER TYPICAL SPOT ELEVA nONS GL k GAS UHf WARNING SIGN (ir SHOWN) . i = BURIED GAS LINE PAINT MARK TOP Of CURB ELEV. 9665 EDGE or T.S. T = TRAmC SIGN FlOIIIJNf or CURB ELfV. 9615 PAVEMENT ELEV 96.18..'" CEl = MAILBOX fOGE Of PA\fi{ENT ELEV. 96, 8" GROUND ELf V 95.2" SIIflIUD = SlXl1HIlfST Fl.ORIDA WATER MANAGEMfNT DISTRICT fOGE W prlf~crJr it1~ 99668 GROOND fl.EV 95.2, PCDRS = PINELLAS COONTY DEIflOPAlENT RfWEW SERlfcrS 6.18" D.HL ,H PROJECT: LAKE CHAUTAUQUA ESTATES TYPE OF SURVEY: SPECIAL PURPOSE SURVEY JURISDICTIONAL LINE LOCATION SURVEY LAWRENCE DIMMITT WETLAND PREP ARED FOR: i i ,lUll' POLARIS ASSOCIA rES INC, PROFESSIONAL SURVEYING LB 6113 2915 S,R, 590 SUITE 17 CLE ARW ATE R, FLORIDA 33759 (727) 669-0522 REVISIONS DATE DECEMBER 2001 SHEET 1 OF 1 CHECKED BY: JDW SCALE: DRAWN BY: 1" = 10~ ACAD JOB NO. 01-2850 I-- - eN ~r J' 100 I \ I i I \ I \~ i \ \ I \ I \ I ! I \~: ~ - J i I I / FIRSJ-/' AVE N (50' R/W) - NOTE: HOA TO t0AI NT AI N ALL TRACTS INCLUDING AREA WEST OF 8' HIGH WALL, --'\ \ \ I ~6' f~' R/~ I ;.:" If Wi =:>i z W I~ I ~' ,~ --v 1___ --~ ~ , i .. - .._~ /',.,l_ H '.1 i~~~~ I ' i I I i <( =:> a =:> <( l- =:> <( I IU I ~ {~ i 16' :~ i ~! I 50 0 50 I ~ I SCALE: 111 = 50' (7) o ~ ':' ~ *-t; 100 I #289 ,,' 1288 )( ~~ --- ->- - . G.\TEs WI ~ ,-;.. V ., L ~ ~ -I- . - I-- - 1/;' )(~ fl28! ~ ~ .i' ., #286 I',. 6282 )( j/f.,#283 ;ii #285 4' .. .. -"--1- \l It ., 1284 ..11287 ~'i' .~ '~ ~ L-.-J ---~-- R'~.( " ~ r \- HIGH VINYL FENCE . #275 . . ~3~ ~TREED )( -,... -, - -- - ~~ ,. "j""'~ ~ .. ~ <:: 1t,i268..,J ~ -- /1274 1273 - I /7ik8fJ~/7~W 8_8fJ~ $y.- Gulf Coast Consulting, Inc. Land Development Consulting 13630 58th Street N" Suite #110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524"6090 .~~. "I "'~ :J . - FLOODPLAIN MITIGATION AREA M-3 AREA = 3.226 sf BOTTOM EL = 84.65 , /12 2 #276 A V' i', . WETLAND BUFFER (15'MIN/25'AVG REQUIRED/ .30,8' AVG WIDTH PROPOSED) ~g .,~ "I-<.. fi'l( ~ FLOODPLAIN MITIGATION . AREA M-1 -. AREA = 9.015 sf 0 EL 84.65 . BOTTOM EL - 84.65 DRAINAGE & CONSERVATION AREA (PER CITY OF CLEARWATER) FLOODPLAIN MITIGATION AREA M-2 AREA = 4.519 sf BOTTOM 0 EL 84.65 3/24/04 3/22/04 2/12/04 2/9/04 12/24/03 11/19/03 DATE I GEN. REV. GEN. REV, GEN, REV, GEN, REV. GEN, REV, GEN. REV, DESCRIPTION REVISIONS -1r- / A V' I I I /l --, I NOTES: 1. ROOT PRUNING OF TREES TO BE PERFORMED AT THE TIME OF CONSTRUCTION, I-IEIDT & ASSOCIATES, Inc. Tampa .:. Fort Myers SEA SEA SEA SEA SEA SEA BY Tampa Office 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 Pinellas: 813-442-8536 Pasco: 813-842-2401 FAX: 8 -253-2478 / .... ~ t/;.~#/~/ SrOTI L ANDR"LAst"N' LA 0001658 FLORIDA REGISTERED LANDSCAPE ARCHITECT ~~ LEGEND o TREE BARRICADING 12" @ = 12" @ = 12" Q = 12"~= 12" ~= 12" <# = 12" <) = 12"~ = 12" <e> = 12" . = 12" ~ = 12" <J = 12" ~ = 12" ~ = 12" ~ = 12" <j = 12" @= 12" @= 12" @= 12" @= 12" <8>= 12" OAK TREE 12" WILLOW TREE 12" MULBERRY TREE 12" PALM TREE 12" BAY TREE 12" MAGNOLIA TREE 12" CITRUS TREE 12" EUCAL YPTUS TREE 12" SYCAMORE TREE 12" PINE TREE 12" CEDAR 12" ELM TREE 12" MAPLE TREE 12" WAX MYRTLE TREE 12" OTHER SPECIES 12" CYPRESS TREE 12" PECAN TREE 72" BOTTLE BRUSH TREE 12" CAMPHOR TREE 12" PUNK TREE 72" MAMOSA (TP-1) TREE PRESEVATION PLAN JOB NO. RTL -MS-OOI DESIGN SEA LAKE CHAUTAUGUA DRA \IN SEA DATE PREPARED 10-22-03 FOR: FILE PLP SHEET ROTTLUND HOMES 1 OF 2 SHEETS ~ I- ::J o ~ <{ ..J V V [!] ~ o n. ..J n. / Z <{ ..J n. o z <{ ..J / <{ ::J [!] ::J <{ I- ::J <{ I [J W ::i <{ ..J / o Z ::J ..J ~ o ~ / n. .. <{ ~ o [J lfl [J o lfl lfl <{ ~ I- o W I ~ <{ o <;t <;t o I <;t N I [TJ o TREE # TYPE SIZE RATING DESCRIPTION 1 OAK 6" & 6"6" 3 2 OAK 5" & 10" 3 3 OAK 5" 3 4 OAK 5"5"5" 3 5 PALM TREE N/A 2 6 PALM TREE N/A 2 7 OAK 5" & 5" 4 5",6",8",5",6",6" 4 Only if you can save 8 OAK GROUP complete group 9 MAGNOLIA 14" 5 10 OAK 19" 4 12"12",10",10",10",6", 5 Only if you can save 11 OAK GROUP 10",10",14",9",10" complete group 12 OAK 9" 4 13 OAK 5"5" 3 14 OAK 14" 3 15 PINE GROUP 17",24" 3 16 OAK 38" 3 17 OAK 5"6"6" 4 18 OAK 10" 3 19 CEDAR 5"5"5" 4 20 CEDAR 5"5" 3 21 OAK 30" 5 22 EXOTIC 23 CEDAR 11"9" 3 24 OAK 6" 4 25 OAK 27" 4 26 OAK 12" 4 27 ELM 6"9" 3 28 OAK 20" 4 29 OAK 30" 4 30 OAK 16" 2 31 HOLL Y 6"8" 0 32 HO LL Y 6" 0 33 OAK 6"6" 3 34 BAY TREE 5",5"5" 3 35 OAK GROUP 5"5",5"6"6",5" 3 36 OAK GROUP 6",7"7"8" 3 37 OAK 5" 4 38 OAK 6" 4 39 OAK 8" 4 40 OAK 8" 3 41 OAK 6" 3 42 OAK 15" 5 43 SA Y TREE 7"7" 3 44 OAK 8" 4 45 OAK 6"6"7"7" 3 46 OAK 6" 3 47 OAK 5" 4 48 OAK 5" 3 49 OAK 6" 4 50 OAK 6"6" 4 51 OAK 7" 4 52 OAK 8" 3 53 OAK 5" 3 54 OAK 7" 3 55 OAK 6"9" 3 56 OAK 7" 3 57 OAK 5"7" 3 58 WAX MYRTLE 5"5",6"6" 2 59 WAX MYRTLE 6"5" 2 60 EXOTIC 61 OAK 5" 3 62 EXOTIC 63 OAK 6" 3 64 OAK 6"6"6" 3 65 OAK 9" 3 66 OAK 5",6" 3 67 OAK 6" 4 68 OAK 6"10" 3 69 EXOTIC 70 EXOTIC 71 EXOTIC 72 OAK 6"5" 3 73 EXOTIC 74 EXOTIC 75 OAK 5" 3 76 OAK 5"5" 3 77 PALM TREE 3 78 MAPLE 21" 5 79 PALM TREE 3 80 OAK 5"5" 3 81 PALM TREE 3 82 PALM TREE 3 83 OAK 8" 5 84 OAK 12" 3 85 OAK 24" 4 86 OAK 9"11 "12" 4 87 EXOTIC 88 OAK 21"21" 5 89 OAK 5"6" 3 90 BAY TREE 5"6"7" 3 91 OAK 5"5"6",19" 3 92 P ECA N 14" 4 93 CEDAR 14" 3 94 OAK 11" 3 95 BAY TREE 6" 3 96 BAY TREE 5"5"5" 3 97 PALM TREE 3 98 PALM TREE 3 99 PALM TREE 3 100 PALM TREE 3 101 EXOTIC GROUP 102 OAK 5" 3 103 EXOTIC 104 EXOTIC 105 BAY TREE 6"8" 3 106 EXOTIC 107 MAGNOLIA 10" 4 108 EXOTIC 109 OAK 11" 3 110 EXOTIC 111 PINE 12" 3 112 PINE 10" 3 113 OAK GROUP 5"-6"-7" 2&3 114 OAK GROUP 5"-6"-7"-8"-9" 2&3 115 OAK 15" 3 116 OAK 14" 3 117 PINE 15" 3 118 OAK 15" 3 119 OAK 9"10"12" 3 120 OAK 9" 3 121 OAK 6" 3 122 OAK 6" 3 123 CITRUS 5" 1 124 OAK 9" 3 125 OAK 15" 3 126 OAK 6"6" 3 127 OAK 16"18" 5 128 PINE GROUP 6"6"7"6"5"6"7"6" 3 129 PINE 6" 3 130 OAK 5"6" 3 131 PINE 17" 3 132 PINE 15" 3 133 PINE 11 " 3 134 PINE 8t1,8" 3 135 PINE GROUP 11" , 9" , 1 0" , 7" 3 5" 5" 6" 7" 6" 5" 5" 6" 3 136 OAK GROUP I , I , I I I , 5" 137 PINE ROW 6",5" ,5" ,6",6",6",5" 3 138 OAK 5"5",6" 3 139 OAK 6" 3 140 OAK GROUP 6" 6" 6" 8" 7" 5" 6" 9" 3 I I , , I I , 141 OAK 5" 3 142 OAK 5" 3 143 PINE 7" 3 144 PINE 11" 3 145 PINE 10" 3 146 PINE 8",11" 3 147 PINE 5" 3 148 PINE , 6" 3 149 PINE 8" 3 150 PINE 8" 3 151 PINE 7" 3 152 PINE 9" 3 153 PINE 12" 3 154 PINE 7" 3 155 PINE 8" 3 156 PINE 11 " 3 157 PINE GROUP 9".8",8",6",5",7",6",7" 3 158 PINE 6" 3 159 PINE 7" 3 160 PINE 10",11" 3 161 PINE 5",5" 3 162 PINE 9" 3 163 PINE 7" 3 164 PINE 7" 3 165 PINE 12" 3 166 PINE 11"12" 3 167 PINE GROUP 7",11" 3 168 OAK 9" 3 169 PINE 7",9" 3 170 PINE 14" 3 171 OAK 6" 3 172 OAK 5" 3 173 OAK 6",5" 3 174 OAK 5" 4 175 OAK 6" 3 176 OAK 5" 3 177 OAK 5"5"5" 3 178 OAK 5" 3 179 OAK 6",7" 3 180 OAK 5" 3 181 OAK 5" 3 182 OAK 8" 3 183 OAK 6" 3 184 OAK 5",5" 3 185 OAK 5" 4 5" 5" 5" 5" 5" 5" 5" 5" 3 186 OAK GROUP t , I I I , , I 5",7",6" ,6",6",6" ,5" 187 OAK 6" 3 188 OAK 5" 3 189 OAK 5" 4 190 OAK GROUP 7" , 7", 7" ,6",6",5" ,9",8" , 3 8" 191 OAK 5" 3 192 OAK GROUP 6",6",6" 3 193 OAK 9" 3 194 OAK 8" 3 195 OAK 11" 3 196 PINE 10" 3 197 PINE 19" 3 198 CYPRESS 15" 5 199 PINE 7" 0 200 PINE 12" 3 201 PINE 16" 4 202 PINE 7" 2 203 PINE 16" 3 204 PINE 20" 5 205 PINE 20" 5 206 PINE 13" 0 207 PINE 20" 4 208 PINE 6" 0 209 PINE 14" 3 210 PINE 18" 3 211 PINE 10" 3 212 MAPLE 10",6" 3 213 MAPLE 4",5" 5 214 CYPRESS 16" 4 215 MAPLE 5",5" 3 216 MAPLE 7" 4 217 CYPRESS 14" 4 218 MAPLE 6" 4 219 PINE 20" 5 220 PINE 9" 5 221 PINE 22" 5 222 PINE 9" 4 223 PINE 11" 1 224-244 VOID NUMBERS 245 PINE 22" 4 246 PINE 12",20" 3 247 PINE 22" 4 248 PINE 24" 5 249 PINE 18" 4 250 PINE 18" 4 251 PINE 14" 3 252 PINE 17" 3 253 PINE 17" 3 254 PINE 28" I 4 N f- :J 0 >- <!: .J v 255 PINE 17" 3 v l!J 256 PINE 17" 0 3:; 257 PINE 16" 2 0 4 n. 258 PINE 17" .J n. 259 OAK 16" 4 / z 260 PINE 22" 5 <l: .J 261 PINE 9" 4 n. 0 262 PINE 18" 3 z 263 PINE 14" 0 <!: .J / 264 PINE 17" 5 <!: :J 265 PINE 20" 4 [!) 6 :J 266 PINE 22" <!: 5 f- 267 PINE 17" :J PINE 10" 3 <l: 268 I 269 PINE 8" 3 [J w 270 PINE 14" 3 ~ <l: 271 PINE 14" 3 .J / 272 PINE 12" 3 0 z 273 OAK 16" 4 :J 3 .J 274 PINE 14" ~ 275 OAK 24" 4 0 n:: 276 MAPLE 12" 5 / 13" 4 n. 277 OAK .. .. 278 PINE 10" 3 <l: ~ 279 HOLLY 5",5" 3 0 280 PINE 14" 4 [J In 281 PINE 16" 4 [J 282 PINE 12" 5 0 10" 3 In 283 PINE In 284 PINE 12" 4 <!: ~ 285 PINE 10" 3 f- 286 PINE 5" 3 0 - 3 w 287 PINE 6" I 288 PINE 15" 5 L 5 <t 289 PINE 12" ~ 15" 5 <;j' 290 PINE .. 291 PINE 15" 4 292 PINE 14" 5 <;j' 0 PINE 13" 4 , 293 N 9",6" 5 ~ 294 OAK , N 295 PINE 12" 5 0 HEIDT & ASSOCIATES, Inc. Tampa .:. Fort Myers Tampa Office 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 ./'fnellas: 8) 3-442-8536 DRAWN Pasco: 813-842-2401 SEA ~~ . y '. F.~:813-253-2478 . -:/ DATE -; p' /~;:~ 10-22-03 ~ "..../1./, _ SCOtT E. AN' REASEN LA 0001658 FILE FLORIDA REGISTERED LANDSCAPE ARCHITECT PLP 2/12/04 DATE GEN REVISIONS DESCRIPTION REVISlDNS SEA BY /7iUY[ffJ~ /7~ W" 8_[ffJ~ $y.. Gulf Coast Consulting, Inc. Land Development Consulting 13630 58th Street N" Suite # 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 (TP-2) TREE PRESEVATION PLAN JOB NO, RTL-MS-OOl DESIGN SEA LAKE CHAUTAUGUA PREPARED FORI ROTTLUND HOMES SHEET 2 SHEETS 2 OF - C ~r J' 100 I i I I / FIRSJ-/' AVE N (60' R/W) - - NOTE: HOA TO f-,1AINTAIN ALL TRACTS INCLUDING AREA WEST OF 8' HIGH WALL. ---1) )-- , ; _ .- . --1 /',.,'-' . , ---~"", " \ \ w ~ Z w I~ 1 I i <(I :=J a ~ <( I- :=J <( I IU 1 (2) ~~ - ~ V ____ _I- -1-- --- .... ~,lEs_ II K~- , Y ~ I L 1/281 \ ! i \ \ \ I- i \ \ \ \ \ \ k:~.. I~:~ 1/289 .,' 1288 X . f261 ... ~ ~ ~ '-- / \--- )' /1292 0 (.~ ~. 13~'-....-- . Ilr~. .,;~"~'.~ . .. WETLAND JURISDICTION1L, ,~(:'';'' . ;'" w LINE (TYP) 0' '. '~' .,'.... ,.,J . i tlo' RJ~ .. .,,;.," Ii '.':: :.~ -- 10. j ~6 _._~~ II )( )( ,/ i~~~'~ I . i l~ L ~ ~ lo~ i 16" I"" ~I I 100 I 50 0 50 I ...... I SCALE: 111 = 50' - W)c 1'>< C)~ -.~-~- - ~ -(.;1:\-- - -- u_ -- i~- - I ~)'J><' '>< 'x ,:/)/'5 /12.79 - --/127mi'} - .. -- .' :x :x" ' ,'," 1280 -..' 41. /I 7 7' " ,.." "'~i"'h---:' If+-: , ~. . #i ..';' ':~'.,. (~.,J ~. ...,.~ .....;. -,.- .... '.. , ' . --...... ' '"If' .. 'rf'~ '~L WiCTI..AI HT IMPAffi ... .. .. ... .. ~.. ... '~.. __ .. .. .. .. '. ":... ~ ~ - - l.ji' ""Q" ( 3 f,:i ... ~ .... 1)-;.... '" ......... ................. :',':".' , AREA (~O; -'f 68 Sf) ---""""""1- I:..:~.,>"'~ .. .. .. .. .. ""~" r. 4:1 ~ ......................... y . /1286 1'0' H2B2)( \l u.~ ~ I,; /1285 4 I?' ., 6284 J( /1283 1---- - - -..... - - L-.-.J L-....f" ft'J(; ..c 1; ~ ~ -w ~ ~ '--L-j o o 4:1 6:01 2:1 ....1287 "I.., ._. . ')it , {;.;- r6_~ HIGH VINYL FENCE I ~ [ERIVAT[1 a ~3':; rc S I )(6269 ~TREEfJ ---- - f--- _ ~ ( ~2~:'~~ v-Q '--' ~ ~ ~ ~ ~ '--.L--J o -- 'i..~' '; #275 '\ " i)( ~ Jr~ 'Lv " /1274 6273 ~ ~ r?\ ~I.u-.jj ..;} ~ H9 v>- HB~A . I;' . '1:1..1'1 Xl" <;'~[' ~ , 6"3" , . . 1(" I," )( '" .I(!..;;,~h t I~, " ;.J.. .} - .,1 ...' i I I:) ',', ..,..~v, .1.4//"r J'I',') . ... nl){: .. """"~..,,\ ~""""" r ,'1' ~ ,,<>' V Ifp ) , ..,' }:? :"- v~' t~ " 6276 -- 6GJ215 o /l FLOODPLAIN MITIGATION AREA M-3 AREA = 3,226 sf BOTTOM EL = 84.65 /l A V' WETLAND BUFFER (15'MIN/25'AVG REQUIRED/ 30,8' AVG WIDTH PROPOSED) J>- FLOODPLAIN MITIGATION .....~ AREA M-1 . AREA = 9,015 sf 0 El 84.65 . BOTTOM EL - 84.65 I J DRAINAGE & CONSERVATION AREA B', ~~. J (PER CITY OF CLEARWATER) <ti FLOODPLAIN MITIGATION AREA M-2 AREA = 4,619 sf BOTTOM 0 EL 84.65 / ) I ~~fffJ~~~W 8_fffJ~ $y.- Gulf Coast Consulting, Inc. Land Development Consulting 13630 58th Street N" Suite #110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524"6090 3/24/04 3/22/04 2/12/04 2/9/04 12/24/03 11/19/03 DATE GEN. REV, GEN. REV. GEN, REV, GEN. REV. GEN, REV, GEN. REV. I DESCRIPTION REVISIONS ~ 7 .AI V' I I -, NOTES: 1. ROOT PRUNING OF TREES TO BE PERFORMED AT THE TIME OF CONSTRUCTION, .~ {\ \.; HEIDT & ASSOCIATES. Inc. Tampa .:. Fort Myers SEA SEA SEA SEA SEA SEA BY Tampa Office 2212 Swann Avenue ,- Tampa, Florida 33606 Phone: 813-253-5311 Pinellas: 813-442-8536 Pasco: 813-842-2401 FAX:8 -253-2478 ,0 _.4',~. ~~~~d~/ st:mT L ANDRl Ast'W'.... LA 0001658 FLORIDA REGISTERED LANDSCAPE ARCHITECT LEGEND o TREE BARRICADING , loo, I 12" @ = 12" @ = 12" Q = 12"~= 12" ~= 12" t# = 12" <) = 12" ~ = 12" ~= 12" . = 12" ~ = 12" <J = 12" <S = 12" ~ = 12" <0 = 12" <j = 12" @= 12" @= 12" @= 12" @= 12" Q9= / 1 _. / . 12" OAK TREE 12" WILLOW TREE 12" MULBERRY TREE 7 2" PALM TREE 12" BAY TREE 12" MAGNOLIA TREE 72" CITRUS TREE 7 2" EUCAL YPTUS TREE 72" SYCAMORE TREE 12" PINE TREE 72" CEDAR 72" ELM TREE 72" MAPLE TREE 72" WAX MYRTLE TREE 7 2" OTHER SPECIES 12" CYPRESS TREE 72" PECAN TREE 72" BOTTLE BRUSH TREE 7 2" CAMPHOR TREE 7 2" PUNK TREE 7 2" MAMOSA (TP-1) TREE PRESEVATION PLAN JOB NO. RTL -MS-OOl DESIGN SEA LAKE CHAUTAUGUA DRA\JN SEA DATE PREPARED 10-22-03 FOR: FILE PLP SHEET ROTTLUND HOMES 1 OF 2 SHEETS ~ I- :J o >- <l: ...J V V [!] ~ o 0. ...J 0. /' Z <l: ...J 0. o Z <l: ...J /' <l: :J [!] :J <l: I- :J <l: I LJ I W ':J. ~- /' o Z :J ...J ~ o 0: /' 0. "' <l: ~ o LJ tn LJ o tn UJ <l: ~ I- o W I I <l: o <;t <;t o I <;t N I [lJ o TREE # TYPE SIZE RA TI NG DESCRIPTION 1 OAK 6" & 6"6" 3 2 OAK 5" & 10" 3 3 OAK 5" 3 4 OAK 5"5"5" 3 5 PALM TREE N/A 2 6 PALM TREE N/A 2 7 OAK 5" & 5" 4 5" 6" 8" 5" 6" 6" 4 Only if you can save 8 OAK GROUP , I , 1 J complete group 9 MAGNOLIA 14" 5 10 OAK 19" 4 12"12",10",10",10" ,6", 5 Only if you can save 11 OAK GROUP 1 0", 10",14",9",10" complete group 12 OAK 9" 4 13 OAK 5"5" 3 14 OAK 14" 3 15 PINE GROUP 17",24" 3 16 OAK 38" 3 17 OAK 5"6"6" 4 18 OAK 10" 3 19 CEDAR 5"5"5" 4 20 CEDAR 5"5" 3 21 OAK 3D" 5 22 EXOTIC 23 CEDAR 11"9" 3 24 OAK 6" 4 25 OAK 27" 4 26 OAK 12" 4 27 ELM 6"9" 3 28 OAK 20" 4 29 OAK 30" 4 30 OAK 16" 2 31 HOLL Y 6"8" 0 32 HOLL Y 6" 0 33 OAK 6"6" 3 34 BAY TREE 5",5"5" 3 35 OAK GROUP 5"5",5"6"6",5" 3 36 OAK GROUP 6",7"7"8" 3 37 OAK 5" 4 38 OAK 6" 4 39 OAK 8" 4 40 OAK 8" 3 41 OAK 6" 3 42 OAK 15" 5 43 BAY TREE 7"7" 3 44 OAK 8" 4 45 OAK 6"6"7"7" 3 46 OAK 6" 3 47 OAK 5" 4 48 OAK 5" 3 49 OAK 6" 4 50 OAK 6"6" 4 51 OAK 7" 4 52 OAK 8" 3 53 OAK 5" 3 54 OAK 7" 3 55 OAK 6"9" 3 56 OAK 7" 3 57 OAK 5"7" 3 58 WAX MYRTLE 5"5",6"6" 2 59 WAX MYRTLE 6"5" 2 60 EXOTIC 61 OAK 5" 3 62 EXOTIC 63 OAK 6" 3 64 OAK 6"6"6" 3 65 OAK 9" 3 66 OAK 5",6" 3 67 OAK 6" 4 68 OAK 6"10" 3 69 EXOTIC 70 EXOTIC 71 EXOTIC 72 OAK 6"5" 3 73 EXOTIC 74 EXOTIC 75 OAK 5" 3 76 OAK 5"5" 3 77 PALM TREE 3 78 MAPLE 21" 5 79 PALM TREE 3 80 OAK 5"5" 3 81 PALM TREE 3 82 PALM TREE 3 83 OAK 8" 5 84 OAK 12" 3 85 OAK 24" 4 86 OAK 9" 11 "12" 4 87 EXOTIC 88 OAK 21"21" 5 89 OAK 5"6" 3 90 BAY TREE 5"6"7" 3 91 OAK 5"5"6" ,19" 3 92 PECAN 14" 4 93 CEDAR 14" 3 94 OAK 11 " 3 95 BA Y TREE 6" 3 96 BAY TREE 5"5"5" 3 97 PALM TREE 3 98 PALM TREE 3 99 PALM TREE 3 100 PALM TREE 3 101 EXOTIC GROUP 102 OAK 5" 3 103 EXOTIC 104 EXOTIC 105 BAY TREE 6"8" 3 106 EXOTIC 107 MAGNOLIA 10" 4 108 EXOTIC 109 OAK 11" 3 110 EXOTIC 111 PINE 12" 3 112 PINE 10" 3 113 OAK GROUP 5"-6"-7" 2&3 114 OAK GROUP 5"-6"-7"-8"-9" 2&3 115 OAK 15" 3 116 OAK 14" 3 117 PINE 15" 3 118 OAK 15" 3 119 OAK 9"10"12" 3 120 OAK 9" 3 121 OAK 6" 3 122 OAK 6" 3 123 CITRUS 5" 1 124 OAK 9" 3 125 OAK 15" 3 126 OAK 6"6" 3 127 OAK 16"18" 5 128 PINE GROUP 6"6"7"6"5"6"7"6" 3 129 PINE 6" 3 130 OAK 5"6" 3 131 PINE 17" 3 132 PINE 15" 3 133 PINE 11" 3 134 PINE 8",8" 3 135 PINE GROUP 11" , 9" , 1 0" , 7" 3 136 OAK GROUP 5",5",6",7" ,611,5",5" ,611, 3 5" 137 PINE ROW 6",5",5",6",6",6" ,5" 3 138 OAK 5"5",6" 3 139 OAK 6" 3 140 OAK GROUP 6" 6" 6" 8" 7" 5" 6" 9" 3 I I , I , I , 141 OAK 5" 3 142 OAK 5" 3 143 PINE 7" 3 144 PINE 11" 3 145 PINE 10" 3 146 PINE 8",11" 3 147 PINE 5" 3 148 PINE \ 6" 3 149 PINE 8" 3 150 PINE 8" 3 151 PINE 7" 3 152 PINE 9" 3 153 PINE 12" 3 154 PINE 7" 3 155 PINE 8" 3 156 PINE 11" 3 157 PINE GROUP 9" 8" 8" 6" 5" 7" 6" 7" 3 I ) I , I I I 158 PINE 6" 3 159 PINE 7" 3 160 PINE 10",11" 3 161 PINE 5",5" 3 162 PINE 9" 3 163 PINE 7" 3 164 PINE 7" 3 165 PINE 12" 3 166 PINE 11"12" 3 167 PINE GROUP 7",11" 3 168 OAK 9" 3 169 PINE 7",9" 3 170 PINE 14" 3 171 OAK 6" 3 172 OAK 5" 3 173 OAK 6",5" 3 174 OAK 5" 4 175 OAK 6" 3 176 OAK 5" 3 177 OAK 5"5"5" 3 178 OAK 5" 3 179 OAK 6",7" 3 180 OAK 5" 3 181 OAK 5" 3 182 OAK 8" 3 183 OAK 6" 3 184 OAK 5",5" 3 185 OAK 5" 4 5" 5" 5" 5" 5" 5" 5"1 5" 3 186 OAK GROUP , J I I 1 , , , 5",7",6",6",6",6" ,5" 187 OAK 6" 3 188 OAK 5" 3 189 OAK 5" 4 190 OAK GROUP 7" , 7", 7" , 6" ,6", 5" , 9"1 t 8" , 3 8" 191 OAK 5" 3 192 OAK GROUP 6",6",6" 3 193 OAK 9" 3 194 OAK 8" 3 195 OAK 11" 3 196 PINE 10" 3 197 PINE 19" 3 198 CYPRESS 15" 5 199 PINE 7" 0 200 PINE 12" 3 201 PINE 16" 4 202 PINE 7" 2 203 PINE 16" 3 204 PINE 20" 5 205 PINE 20" 5 206 PINE 13" 0 207 PINE 20" 4 208 PINE 6" 0 209 PINE 14" 3 210 PINE 18" 3 211 PINE 10" 3 212 MAPLE 10",6" 3 213 MAPLE 4",5" 5 214 CYPRESS 16" 4 215 MAPLE 5",5" 3 216 MAPLE 7" 4 217 CYPRESS 14" 4 218 MAPLE 6" 4 219 PINE 20" 5 220 PINE 9" 5 221 PINE 22" 5 222 PINE 9" 4 223 PINE 11" 1 224-244 VOID NUMBERS 245 PINE 22" 4 246 PINE 12",20" 3 247 PINE 22" 4 248 PINE 24" 5 249 PINE 18" 4 250 PINE 18" 4 251 PINE 14" 3 252 PINE 17" 3 253 PINE 17" 3 254 PINE 28" 4 N f- ::J 0 >- <1: ...J v 255 PINE 17" 3 v l.!] 256 PINE 17" 0 ~ 257 PINE 16" 2 0 Q. 258 PINE 17" 4 ...J Q. 259 OAK 16" 4 ./ z 260 PINE 22" 5 <1: ...J 261 PINE 9" 4 Q. 0 262 PINE 18" 3 z 14" 0 <1: 263 PINE ...J ./ 264 PINE 17" 5 <1: ::J 265 PINE 20" 4 l.!] ::J 266 PINE 22" 6 <1: f- 267 PINE 17" 5 ::J 10" 3 <l: 268 PINE I 269 PINE 8" 3 [J w 270 PINE 14" 3 '!L <l: 271 PINE 14" 3 ...J ./ 272 PINE 12" 3 0 z 273 OAK 16" 4 ::J ...J 274 PINE 14" 3 ~ 275 OAK 24" 4 0 ~ 276 MAPLE 12" 5 ./ 13" 4 Q. 277 OAK .. 278 PINE 10" 3 <l: ~ 279 HOLLY 5",5" 3 0 280 PINE 14" 4 [J UJ 281 PINE 16" 4 [J 282 PINE 12" 5 0 3 UJ 283 PINE 10" UJ 284 PINE 12" 4 <l: ~ 285 PINE 10" 3 I- 286 PINE 5" 3 0 - 3 w 287 PINE 6" I 288 PINE 15" 5 L <t 289 PINE 12" 5 ~ ~ 290 PINE 15" 5 ,. 291 PINE 15" 4 292 PINE 14" 5 ~ 0 13" 4 , 293 PINE N 5 ~ 294 OAK 9",6" , N 295 PINE 12" 5 0 HEIDT & ASSOCIATES, Inc. Tampa .:. Fort Myers Tampa Office 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 /"fnellas: 8)3-442-8536 DRAWN Pasco: 813-842-2401 SE ~~ ~ F-~: 813-253-2478 A ,-~ DATE "7 p' //.' ~/--7 ~ 10-22-03 ~ ".-/(./,/-, / scotr E. AN' REASEN LA 0001658 FILE FLORIDA REGISTERED LANDSCAPE ARCHITECT PLP , 2/12/04 DATE GEN REVISIONS DESCRIPTI(]N REVISIONS SEA BY f7J;bf!lJ~ f7J~ w g_f!lJ~ fJJy-: Gulf Coast Consulting, Inc. Land Development Consulting 13630 58th Street N" Suite #110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 (TP-2) TREE PRESEVATION PLAN JOB NO, RTL -MS-OOl DESIGN SEA LAKE CHAUTAUGUA PREPARED FDRI ROTrLUND HOMES SHEET 2 SHEETS 2 OF i-- - (~ ~r J' 100 I I B~,801 I B~ 1'\ ~ I - - CJR ~ #292 0 ><xx (Il" ~r~Yt -~~ .~4 . --95' .- - --~h \< -E~'5- - - -'- -#2~9- --,~;;- 1ii;'.3-..-. - . #29 V'" I... " ~'=. W k '. .' . ~'c' 121~9 :.~. ~!, I 7 .... - ~.. .. .," -fr- .",1 (..?~'~ ..-~ if':~ (\,(.~~..~~~~... ~..-,,-... ~7: ~.... ... ...-:--- " .. , ... "'1" .. .~1'.. ...L W~TI"'AI II., IMt-'Al:'1 .. ... ... .. ... _.. ~ _~ ":.... ~, ... .. ...-c..... ~............. '0 ,-. . .. .. .oi ... 1j .. .. ..... ...... "" ". '. "- .' - '4 AREA ('O~~f (683 sf) ............... I:,{~~ .. .. ... .. ... "i"~ , ... WETLAND JURISDICTIONAL, J~f:=1'; '4:1 '- ' .................. /... ... LINE (TYP) .' '. ~, .. .......... , - - .. ... .. .. ... ... .. ... \ Ell' MY, ,,: / i.:,:,., v,>, " L",.TO BE EXCAVATED TC -----~ · : · : : : : : : : : : : : : : : \ ' W~' '. ,:I...t,,%,,:/'I~''-''l'' ELE~ATION 80.0 AS PART WETLAND JURISDICTlmlAL \ ...................... ~' :'T'; ...C'",' ',. OF ' ETLAND ENHANCEMEN ( LINE (TYP) . .. ... . I ~ 1 \'I'ji~{",:',,,~ ""',:"",.,'!i;;;~i;42~~~~~,fl~~ \'S~::j,;.,: ~'" . ,.. /' : : : : :~~i';G: ;';~R~; : h I I \,..... y,.~. ~-': ~l,;'0'':'',''c::'.~'' l~ ,;.,:~f t~': ... ...SHELF..AR~A'~.. 1.f'12~ 1 ' :,i,I'?:>r' ;'",' 'I", ',y.! {'if, f;'~', ,,:.oJ:' "<"" )..0;' ;;'..'" . \ ' '" ':~ = : ~: : : : :~ . ... ..... .... .... .... ....... I ::,EE CROSS SECTION ON SHEET 15 i 1 ; / FIRSJ'/ AVE N (60' R/W) - NOTE: HOA TO MAINTAIN ALL TRACTS INCLUDING AREA WEST OF 8' HIGH WALL. -- - i> t --- .--.----i /' l__ - l; I' '., ---~.... i ! <(I :J a :J <( f- :J <( ::r::: IU I \ \ ! \ \ ~ \ I I I \: ; " " \ \ -;- 10' I .6 _._~~ ~, I 50 0 50 I ~ I SCALE: 111 = 50' 1/289 .i' ., #286 (6- HIGH VINYL FENCE l . #8 x~ H. . "'. I" L- 6\ -';lL"''' Ld] ," + + '" + + +. + + + +-+ + +~ +ID+ + + +'" 4! + + + -. \" ~'t..I. ^ id, + + + + + + + + + + + + + + ~ "'I. ~,J, ~ + + + + + + + + + + + + 4, ~ ~,~ ~y + + + + + + + + + + + + + ~3 IT;;] ~~.'lI c'+ + + + + + + + + + + 4 TI ....'~ + + + + + + + + + + + ( G)'l ~ + + + + + + + + + + B 90.50 "I\. + +.++++ ... ... ... ... + +~ - W~U\ND B~FFER I - ~-[J ,,(:)( 1'- +: ( (15 MIN/25 AVG ~' Oh~ ". ~ + + + + + + REQUIRED/ 30.8' AVG ""'l #14@" .;j(' ~ 4:1 + + + + WIDTH PROPOSED) I 'f fI.'2 I . ^" + + + J V'I -.,;) \+ +.' )(, I' . '"" ,\ r. I / .. j~ ~ ~ ~.. .~ ~ ,~~ ":"--r\:~~ + . \ 221., !(, ~ i(: \ + :+ + + + + : 1''- '1 B 9 /;'0. L...r + + + + + + + + + + )( 1. J ' ' . .1.,,, . ... 4: 1 + + + + + ~ T .,'" I}~ '---" + + + + + " '~ ++++++ .~ \ ~\\ . /' 'U47 ).';(Jrx' ~+:+:+:+:+:+: ~ \' h I J .' /~ ~ + + + + + + ~ ~24' )( )ftt]'246 + + +: +: +: +: +: <j "~~' ~\ ~ // r - + + + + + + + + + 0 AREA I 16 -:/:" / + + + DRAINAGE & CONSERVATI N \..,' ~'\: ~ x' . Ji,.e-2;9 J x~. + + ~(PER CITY OF CLEARWATER) I 2 ;' '" '" ~ / .~ I ',t'.. r'~~_ ,~ 1/2~.,~'l~\ ..r"...IJ~ \ \./ 825r/J/ I 1251~' ;t~i<l~2 63.... lP\ \ \ ;ill / x #252 - \t +... + 1/~) '\ ~ r- VI / () )(',1: C +:~ ~ V '1' \ ~ ./ .- +- \ ,~ ry-:' "" '11 -0\ I' C . #256 '" + + + -1 ~2 ( ~ 126C r'\. :d.- \~, ~ .'266 11 12~ "01~:::..::t~" ~G)", I B ~ I] ~M7~'} #26 '" , ! F"~' 91.501 ~)::::.~~.~' .. v;- U I ^ ",.m /.+~:X ~"-/ (.)'" . - -/ T (+ ~+ 4+++++ .. .. .. ... .. .. .. ... .. .. .. )--! .....,,-w8)( - " _~ + + + W TLAND J ~IS[}lCTl.O At ... :7 - - ~06- 12~-#3~ 'Lf" ~"/ :J~. O'~ :::::+; LI -JE (TYP) .. '" ... A, #210 ~ /+ + + "" .... ..... .... ......... , ........ + ~ '/ / I B I ~~~ I )i(~. ):'i. (,f7f/~';,III;' .,,~ X ;/ I ( , )<.'IJ. I.. '" . ~.~. .". : ~1:" . '. I ~ ~ ~~~ d . : : ;. . . : : ::-:'\: - r-- '- / i 'If 1 ): : :.: : -- 1+ ..... +-:t .... .... ---- I ~ +(1 1+ . -- + + + 1 . . . . . . . . . '" . · -: .-\/~ Q I I: ~'1 x>~ k:J 18~ - ){ AL- - \ 8 9130 ~ i. '"..... ,0 -J+:.... \q I 7 W lloD -- /+ + ... \\ ~ . I.' )( 1;: J..., ~ ;:; - ~::: f-) ~ \, ,f.'", - ij / ~ ~l~k2~ /:~. ~ ~ ;~~ / I P . jJfJ/,f ')" _ ~ I~::::: \ \ ~ ++++ ~. . 155 XC 7/' I ~ 1 3 ~ + + + + + + ~ \ 56~ /, r/ ,/. X';; 8,9080 '0 ++:+:+: \ # ~J\"" / '/1 I It ." ~ 167 I c "..-/ ):::::: \ :J I ~ "DD ~ + + + 58 ~ X,V ~'" ''-': 16~ I': + + + 11~~ \ . ~', r /l59 I' 'ij #WJ/ ~'j'~ ~:'J..2 /170., I "~'J' 7/~~ + + +,~ ~~O'ol. .~~ ~ I ~'5'~ )( "'~. 9 " 72 "'e~ I, ..""'1 /'1.. ~ /J ;T, m 'I I1i ~ ~ ~ (~, b..>1.. #60;f// / - I~j. ~ + .. · \~,~~?OO r~':'8s'84 t> If ~ . 1U / -' ,. ~ +:::::5'''' 201 ; - ~ r.J.L I + + + + ~~ _\ 18~~~/1 ". \++l (.i/," ~ 178X. +' ~ - .~)' ~ + i . ~". ":~\ 118 !tr B ~~,30 r 1(1';' ,. - : : : : : II' '~+~ + + - . ~~" 'ft.; + + · I; 4" ~6+ + . · '1:,1. J " ~:i ----'Jlw(, + + + bi:L :All '92 ~ ~(5 + + + ~ ~~'v r ., ,I~IB~::~ 'fj,:" ~~ J' I' +++++ , ' \ . ,;,' .~ '<<'#91 *'V 'wi' #198 + + + + + . ."':~,:.......-:::::~ ~ ~ + + \. '.' 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I ' 110.Jo..."~'~ ,';,'f.,..,' ,I'~ t+ + . -----. , \~ - wm4~ ,'- ~1 ". -r'" ~ 7 ~;d'~ftl11' 'l)r.,'W ~(. 6~1 ,'. 11',' ,~l:?' , ~" + + /j~.tr 'I ''!''{ )l X'V \;(112 ~ ,',,,L\ 'l~~' cL>J';rEr;~d; ~ )(, fll02 ':L1J~IE '." + ~ +. + + + ... + + + + \. 6' HIGH ~FENCE - ~ o~ I:~ t ...,~-" _ -'~ I 1/274 1" .., fl284 ;;/ 1285 ,...1287 ....'.0. ~ '~ #275 #273 A .,.. " \. ~ o ~,'i' . J(" '" I, ' )( I." #282 )( ~ #283 @1 M "- PR/VA TE] d 1269 3....: ~TREEfJ )(... ~ \ \. .,' #288 )( ~ '7 ~~ ,~/f!/v ---- - V I ,C - 1-..... -I-- - - .1- - - I-- - -- - - I--- -I--- _ ~ ,. ~,j""i8 <: 1il268""",f) ~ TO~ ~... 1/26'7.. " :l ;~ ~ ~' }(." - 1/281 ~ft'~,O:'l '--' -- --' lliJ..J ')( 'X5'~' L ~ ~ :::J... ~ 1/ ~ ~ ~ Q I:':~ I ~ ~ '--W ~ ~ -L.J L-.L-j ~ ~ - CJ CJ CJ --. '-. 'WI '~j . ., 26 ~ ~~ H'8 ,': ><.#19 :,; ','j " ~n. X" o /I I -t- t.... . l " /-:~~~J i I .. WETLAND JURISDICTIO AL {; ,:( LINE (TYP) } j tr..,... r ... ... ~ fi~/f,~,1 ~''t: .... +30" . I.::'... .... '" ;&Jj+ ;J; ... ... .'t .... .... I+r;' ... t. "'.......... \ ~,}:".i''''''''''''' "~":'~"""J.'W~'''I~'' "",,(,,~,,;:a,,~,(l;I"'''eJ-'' ....~._,...; _...'...... ..o!~",;"", ,.;,l..~...... ...r,.;'".. "',;,.... ......... ~' '-0.,,1, . ~ ._oj.... ". l"" t,. ~(",U', .'l ___ -/ ,. " ,~".r.'G'''' 1'~'~(V""~'~.-..:!:."..'~ :.' ,. f):'l>~ .3. V'",:;;'<z:.. - - "-";I~ G- r "'- ..~; ~- .~. . .. I u:' lJ J. .", .... , , <rrtr. 1; ~.."IJ ) j I I} , . -. r -<( .._.-."! - ~ _, '; l( .. ,- _ I. \~~II--X ~ / ~),/~~n~n~. .-.''::..~-.-~. . ..~. . ~XXc 931b- )(' X ~ !Ii)( '''' *' ~' 1)( : 2:1 ~.)(' ~ ~")('J~:f"~5' I... ,..)J(,:r.- '! vi )(':~ ~/:6~ 'f." ~. . 4: 1 6:01 2:1 j," !'I' ." II" )(. X )( c V:",;~(. . "Z/ 11D' ~ '" . k~~~~" /,~. //~~~ . )./ I · : / ql~:~ ~'1 '\A~. -/r~: I ~__ ~~: ;!; X )()( ~ '\~ ~,;.- 0"" )( *' I > . . ., ~. ,( I lX'~4X )))( I I, ~ii' 'f~:' 'iI;.. ~f.l~d1Cllif ~ !- ~ r---.~\::J 1 )()( ~ 5'" I I ,;. /'.1' 1." ~~IB.3 " ~~ t' ~~ '" " ~ ..~".~ )C. r"., IL 7"~ ^ I 'Iii:. L-- = \ I'C~. ~ Ji: I * ; I B 1 ~ " I 81 ;;~ Cl~B 93.80, l( 0 X " .)( r .,.1 ~"~~.- "~)l ~ I ~I( {.l~,).~' ~ '~ ", o~~~~ ill)' ~~~)( I ~~',~8 ,~- r -.~~'I '"'I ',' ii'" - -f- - f-- _ I: Po" ~ ~ h . . ) I<-. _ :1 JII I ~ ,;-. Ii. ^- ,;. ~. II 7'" o '.- .... ....... ....... .........++++\ - -, V;.n; 2 FLOODPLAIN MITIGATION AREA M-3 AREA = 3.226 sf BOTTOM EL = 84.65 #276 .A .,. 7 ,,:'~" DRAINAGE EASEMENT 2: - WETU\ND BUFFER (15'MIN/25'AVG REQUIRED/ 30.8' AVG WIDTH PROPOSED) ~ 16" t. r-<~ ~ l~1. ~" )( ~ ~189n I I ,,' T )( ~ I'. . ~ --fi~k t ~./"'o.. ,,---.j ~~1;;-.... ---) ~.... ~~:"#1~. !:BIVAT~['I ~ "'" . C."j t'''/l192 I ~ ' )( 'V ".- ~ iiBT~ P11 -X. 'l v.;"'" , X - ~ 1 ~ ~ '- ')(.'( ";2~ -)(- ~"-1- -.... ~,' ~ _>- ~_ ~ ~ )( U x~;~ TI "u . ~ ~~. ~ ~ '" ",':l{X ,.." I X'~' ~~.". ~ -J ~~2'~'C'_ ~~)( 6 / '(/- f'1I ( 11'~ 1" "B 9 1 . 90 L-..J'---..J r ~ X.^ -'.. ~)4',,:~ .~X.." ~'1J9. ~_)( L'Z.J~ ~_)(r ~JI~li: ~: * ) c'" L "'0 \")~ ".' 113 V 1" ~ X ~ .( 3' .." .: . .;;; ,... ...}f" ^ ^ ~ ^ ~ ~ ^ ~ C '~~~~c ~l; ~ @VV~VYV~~^ ~ #16r\:r;~'\~~' _'.' .... #1. 6.) .1~1 4 ,~~.~ /1136 ~' I;'. 00 v II 2 ~" . ~ :f . ~ .-:,: ~ ~ I" 1. II ,"'' 157""'" '4 I~cr. ,'.: I 6134 11.3. i\{~Jli~ I 4S" . ~. ~.;:' 171 6170'of " "#169 . '1'1: 4 II" .. ~' . el"t\"4J' G~" , . - . - . -.- ., II ~[..If .. ( ! I" I 6 II 56 #1 /II 6 ... ~ I 8 . . ~ 13.' ~ #15~ti' 0' ~ A ~'~ ~ 4' <iL CD G2(~, ~~I)trl9 -it . -~~-~ ~ - -,'30""1'29'" m8 ~ " I 48 ~ 11147 I I ~ .W .t I '- - NOTES: 1/~82:~ ~'1I181 l . ~ 1/175., ' 31<. ~ '-=:: ~ FLOODPLAIN MITIGATION AREA M-1 AREA = 9.015 sf 0 EL 84.65 BOTTOM EL - 84"65 1. ROOT PRUNING OF TREES TO BE PERFORMED AT THE TIME OF CONSTRUCTION, ~... ~ ;'- X " I 1174'i!... , ~ >.%3 --. .';. ... '/I ~ M17' )( :1' X I~~~; , o ! . d(. no. ',. ~! 'j(..^.~, )( X)( ,}( ~ 'c')( ')( 1/176~ ~ '#,177 " In' 1117~ I' J x (ac I < . \ GATESl,' lID ---= '^ :::::=- - ->-- - 0' ~~--:;. -- X- -~~ DRAINAGE & CONSERVATION AREA 6 c oj' J (PER CITY OF CLEARWATER) if; FLOODPLAIN MITIGATION AREA M-2 AREA = 4.619 sf BOTTOM 0 EL 84.65 .~ ....~\" ,1~/1"r )'1.'.) . ~ n,)i." . -"'\,......'\ ~..-^-., f L I B ~.701 r" ~ ~ ~ I -- ~ 10- ~ II . I ....~ "N127X" I I'," )( , I I ~ f.' 'J~;~~ .,' Ie .. <(j .q Cit. ~. '3J I,;q. I 100 I flJ;k:ffJ~ flJ~ ~ 8_:ffJ~ $y.. Gulf Coast Consulting, Inc. Land Development Consulting 13630 58th Street N., Suite #110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 HEIDT & ASSOCIATES, Inc. Tampa .:. Fort Myers ,l LEGEND o TREE BARRICADING 12" @ = 12" @ = 12" g = 12"~= 12" ~= 12" (# = 12" <) = 12" ~ = 12" <e> = 12" . = 12" ~ = 12" <J = 12" <S = 12" ~ = 12" ~ = 12" ~ = 12" @= 12" @= 12" @ = 12" @= 12" ~= 12" OAK TREE 12" WILLOW TREE 12" MULBERRY TREE 12" PALM TREE 12" BAY TREE 12" MAGNOLIA TREE 12" CITRUS TREE 12" EUCAL YPTUS TREE 12" SYCAMORE TREE 12" PINE TREE 12" CEDAR 12" ELM TREE 12" MAPLE TREE 12" WAX MYRTLE TREE 12" OTHER SPECIES 12" CYPRESS TREE 12" PECAN TREE 12" BOTTLE BRUSH TREE 12" CAMPHOR TREE 12" PUNK TREE 12" MAMOSA (TP-1) TREE PRESEVATION PLAN JOB NO. RTL -MS-OOl GEN. REV. GEN. REV. GEN, REV, GEN, REV. GEN, REV, GEN. REV. SEA SEA SEA SEA SEA SEA BY Tampa Office 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 Pinellas: 813-442-8536 Pasco: 813-842-2401 FAX:8 -253-2478 - ~.; 'y~#d~/ St:DTT L ANDR'rAst'N/ LA 0001658 FILE f"LORIDA REGISTERED LANDSCAPE ARCHITECT 3/24/04 3/22/04 2/12/04 2/9/04 12/24/03 11/19/03 DATE DESCRIPTION REVISIONS DESIGN SEA DRA \.IN SEA DATE 10-22-03 PLP LAKE CHAUTAUGUA PREPARED FOR: SHEET ROTTLUND HOMES 1 2 OF SHEETS ~ f- ::J o ~ <l: ...J V V [!J $ o Q. ...J Q. /' Z <l: ...J Q. o Z <l: ...J /' <l: ::J [!J ::J <l: f- ::J <l: I [.J W ':L <( ...J /' o Z ::J ...J ~ o 0: /' Q. .. <l: ~ o [.J UJ [.J o UJ UJ <l: c?j f- o W I ~ <! o o;t o;t o .:r N I [lJ o TR E E # TYPE SIZE RATING DESCRIPTION 1 OAK 6" & 6"6" 3 2 OAK 5" & 10" 3 3 OAK 5" 3 4 OAK 5"5"5" 3 5 PALM TREE N/A 2 6 PALM TREE N/A 2 7 OAK 5" & 5" 4 5",6",8",5",6",6" 4 Only if you can save 8 OAK GROUP complete group 9 MAGNOLIA 14" 5 10 OAK 19" 4 12"12",10",10",10",6", 5 Only if you can save 11 OAK GROUP 10" 10" 14" 9" 10" complete group , , I , 12 OAK 9" 4 13 OAK 5"5" 3 14 OAK 14" 3 15 PINE GROUP 17",24" 3 16 OAK 38" 3 17 OAK 5"6"6" 4 18 OAK 10" 3 19 CEDAR 5"5"5" 4 20 CEDAR 5"5" 3 21 OAK 30" 5 22 EXOTIC 23 CEDAR 11"9" 3 24 OAK 6" 4 25 OAK 27" 4 26 OAK 12" 4 27 ELM 6"9" 3 28 OAK 20" 4 29 OAK 30" 4 30 OAK 16" 2 31 HOLL Y 6"8" 0 32 HOLL Y 6" 0 33 OAK 6"6" 3 34 BAY TREE 5",5"5" 3 35 OAK GROUP 5"5",5"6"6" ,5" 3 36 OAK GROUP 6",7"7"8" 3 37 OAK 5" 4 38 OAK 6" 4 39 OAK 8" 4 40 OAK 8" 3 41 OAK 6" 3 42 OAK 15" 5 43 BAY TREE 7"7" 3 44 OAK 8" 4 45 OAK 6"6"7"7" 3 46 OAK 6" 3 47 OAK 5" 4 48 OAK 5" 3 49 OAK 6" 4 50 OAK 6"6" 4 51 OAK 7" 4 52 OAK 8" 3 53 OAK 5" 3 54 OAK 7" 3 55 OAK 6"9" 3 56 OAK 7" 3 57 OAK 5"7" 3 58 WAX MYRTLE 5"5",6"6" 2 59 WAX MYRTLE 6"5" 2 60 EXOTIC 61 OAK 5" 3 62 EXOTIC 63 OAK 6" 3 64 OAK 6"6"6" 3 65 OAK 9" 3 66 OAK 5",6" 3 67 OAK 6" 4 68 OAK 6"10" 3 69 EXOTIC 70 EXOTIC 71 EXOTIC 72 OAK 6"5" 3 73 EXOTIC 74 EXOTIC 75 OAK 5" 3 76 OAK 5"5" 3 77 PALM TREE 3 78 MAPLE 21" 5 79 PALM TREE 3 80 OAK 5"5" 3 81 PALM TREE 3 82 PALM TREE 3 83 OAK 8" 5 84 OAK 12" 3 85 OAK 24" 4 86 OAK 9"11"12" 4 87 EXOTIC 88 OAK 21"21" 5 89 OAK 5"6" 3 90 BA Y TREE 5"6"7" 3 91 OAK 5"5"6",19" 3 92 P ECA N 14" 4 93 CEDAR 14" 3 94 OAK 11 " 3 95 BAY TREE 6" 3 96 BA Y TREE 5"5"5" 3 97 PALM TREE 3 98 PALM TREE 3 99 PALM TREE 3 100 PALM TREE 3 101 EXOTIC GROUP 102 OAK 5" 3 103 EXOTIC 104 EXOTIC 105 BAY TREE 6"8" 3 106 EXOTIC 107 MI\GNOLlA 10" 4 108 EXOTIC 109 OAK 11 " 3 110 EXOTIC 111 PINE 12" 3 112 PINE 10" 3 113 OAK GROUP 5"-6"-7" 2&3 114 OAK GROUP 5"-6"-7"-8"-9" 2&3 115 OAK 15" 3 116 OAK 14" 3 117 PINE 15" 3 118 OAK 15" 3 119 OAK 9"10"12" 3 120 OAK 9" 3 121 OAK 6" 3 122 OAK 6" 3 123 CITRUS 5" 1 124 OAK 9" 3 125 OAK 15" 3 126 OAK 6"6" 3 127 OAK 16"18" 5 128 PINE GROUP 6"6"7"6"5"6"7"6" 3 129 PINE 6" 3 130 OAK 5"6" 3 131 PINE 17" 3 132 PINE 15" 3 133 PINE 11 " 3 134 PINE 8",8" 3 135 PINE GROUP 11" , 9" , 1 0" , 7" 3 5" 5" 6" 7" 6" 5" 5" 6" 3 136 OAK GROUP I 1 1 I I 1 , I 5" 137 PINE ROW 6" 5" 5" 6" 6" 6" 5" 3 I I I , I t 138 OAK 5"5",6" 3 139 OAK 6" 3 140 OAK GROUP 6" 6" 6" 8" 7" 5" 6" 9" 3 I , , , I I , 141 OAK 5" 3 142 OAK 5" 3 143 PINE 7" 3 144 PINE 11" 3 145 PINE 10" 3 146 PINE 8",11" 3 147 PINE 5" 3 148 PINE I 6" 3 149 PINE 8" 3 150 PINE 8" 3 151 PINE 7" 3 152 PINE 9" 3 153 PINE 12" 3 154 PINE 7" 3 155 PINE 8" 3 156 PINE 11 " 3 157 PINE GROUP 9" 8" 8" 6" 5" 7" 6" 7" 3 I I I , I I I 158 PINE 6" 3 159 PINE 7" 3 160 PINE 10",11" 3 161 PINE 5",5" 3 162 PINE 9" 3 163 PINE 7" 3 164 PINE 7" 3 165 PINE 12" 3 166 PINE 11"12" 3 167 PINE GROUP 7",11" 3 168 OAK 9" 3 169 PINE 7",9" 3 170 PINE 14" 3 171 OAK 6" 3 172 OAK 5" 3 173 OAK 6",5" 3 174 OAK 5" 4 175 OAK 6" 3 176 OAK 5" 3 177 OAK 5"5"5" 3 178 OAK 5" 3 179 OAK 6",7" 3 180 OAK 5" 3 181 OAK 5" 3 182 OAK 8" 3 183 OAK 6" 3 184 OAK 5",5" 3 185 OAK 5" 4 5" 5" 5" 5" 5" 5" 5" 5" 3 186 OAK GROUP , 1 I I 1 , J , 5" 7" 6" 6" 6" 6" 5" 1 1 , I I , 187 OAK 6" 3 188 OAK 5" 3 189 OAK 5" 4 7" 7" 7" 6" 6" 5" 9" 8" 3 190 OAK GROUP I I , I 1 , , 1 8" 191 OAK 5" 3 192 OAK GROUP 6",6",6" 3 193 OAK 9" 3 194 OAK 8" 3 195 OAK 11" 3 196 PINE 10" 3 197 PINE 19" 3 198 CYPRESS 15" 5 199 PINE 7" 0 200 PINE 12" 3 201 PINE 16" 4 202 PINE 7" 2 203 PINE 16" 3 204 PINE 20" 5 205 PINE 20" 5 206 PINE 13" 0 207 PINE 20" 4 208 PINE 6" 0 209 PINE 14" 3 210 PINE 18" 3 211 PINE 10" 3 212 MAPLE 10",6" 3 213 MAPLE 4",5" 5 214 CYPRESS 16" 4 215 MAPLE 5",5" 3 216 MAPLE 7" 4 217 CYPRESS 14" 4 218 MAPLE 6" 4 219 PINE 20" 5 220 PINE 9" 5 221 PINE 22" 5 222 PINE 9" 4 223 PINE 11" 1 224-244 VOID NUMBERS 245 PINE 22" 4 246 PINE 12",20" 3 247 PINE 22" 4 248 PINE 24" 5 249 PINE 18" 4 250 PINE 18" 4 251 PINE 14" 3 252 PINE 17" 3 253 PINE 17" 3 254 PINE 28" 4 N f- ::J 0 >- <l:: ....J v 255 PINE 17" 3 v l!l 256 PINE 17" 0 ~ 257 PINE 16" 2 0 n. 258 PINE 17" 4 ....J n. 259 OAK 16" 4 ....- z 260 PINE 22" 5 <l:: ....J 261 PINE 9" 4 n. 0 262 PINE 18" 3 z PINE 14" 0 <l:: 263 ....J ....- 264 PINE 17" 5 <l:: ::J 265 PINE 20" 4 l!l ::J 266 PINE 22" 6 <l:: f- 267 PINE 17" 5 ::J 10" 3 <l:: 268 PINE I 269 PINE 8" 3 LJ w 270 PINE 14" 3 ~ <l:: 271 PINE 14" 3 ....J ....- 272 PINE 12" 3 0 z 273 OAK 16" 4 ::J ....J 274 PINE 14" 3 ~ 275 OAK 24" 4 0 0:: 276 MAPLE 12" 5 ....- 13" 4 n. 277 OAK .. 278 PINE 10" 3 <l:: ~ 279 HOllY 5",5" 3 0 280 PINE 14" 4 LJ UJ 281 PINE 16" 4 LJ 282 PINE 12" 5 0 3 UJ 283 PINE 10" UJ 284 PINE 12" 4 <l:: c<'.l 285 PINE 10" 3 f- 286 PINE 5" 3 0 - 3 w 287 PINE 6" I 288 PINE 15" 5 L <t 289 PINE 12" 5 ~ <;j' 290 PINE 15" 5 .. 291 PINE 15" 4 292 PINE 14" 5 <;j' 0 13" 4 , 293 PINE N 5 ~ 294 OAK 9",6" I N 295 PINE 12" 5 0 HEIDT & ASSOCIATES, Inc. Tampa .:. Fort Myers Tampa Office 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 ~nellas: 8) 3-442-8536 DRAWN Pasco: 813-842-2401 ~~ F-oW<: 813-253-2478 SEA Y / -~ DATE -, ,'-'/'/',~~ 10-22-03 'S:cotr E. AN' REASEN LA 0001658 FILE FLORIDA REGISTERED LANDSCAPE ARCHITECT PLP 2/12/04 DATE GEN REVISIONS DESCRIPTION REVISlDNS SEA BY fJJikf7J~ fJJ~ W" g_f7J~ $y.- Gulf Coast Consulting, Inc. Land Development Consulting 13630 58th Street N" Suite # 110 Clearwater, Florida 33760 Phone: (727) 524-1818 Fax: (727) 524-6090 (TP-2) TREE PRESEVATION PLAN JOB NO, RTL -MS-001 DESIGN SEA LAKE CHAUTAUGUA PREPARED FORI ROTTLUND HOMES SHEET 2 SHEETS 2 OF HARDSCAPE PLAN SHEET NO.II DESCRIPTION 1 COVER SHEET 2 SITE DEWLOPMENT PLAN 3 HARD.CAPE NOTES 4 HARD8CAPE DETAILS (HD-1) 5 HARDSCAPE DETAILS (HD-2) 8 HAADSCAPE DETAILS (HD-3) JBM & R ENGINEERING, INC. P,O, BOX 1566 VALRICO, FL 33595-1566 Rolph Remmert PE 39610 THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE. , fEHJ I iillil: 12/30/03 SHEETS 2,4,5,6 DATE SHEET NO. REVISIONS ~901V.. ROTTLUND HOMES OF FLORIDA, INC. 2637 McCORMICK DRIVE CLEARWATER, FL 33759 Phone (727) 669-2449 Fax (727) 669-0997 OR\G\NAL ~f!/Jlh. HEIDT & ASSOCIATES, Inc. Tampa .:. Fort Myers CIVIL ENGINEERING PLANNING SURVEYING ENVIRONMENTAL PERMITTING LANDSCAPE ARCHITECTURE Tampa Office 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 Pinellas: 813-442-8536 Pasco: 813-842-2401 FAX: 813-253-2478 ffl',....".. M- " ::, to#- -J-J '.~ HARDSCAPE PLAN scan E. ANDREASEN DATE'NOVEMBER 181 2003 REG. FL. LA. NO. 0001658 JOB NO. RTL -MS-OOl HARDSCAPE PLAN SEA DESIGNED BY' SEA BY DRA'w'N BY, SEA FILE, SHEET 1 OF 6 cv m .J c{ ... w o v V l!J ~ o .J ~ W o ..-- Ul .J ~ W o ..-- z c{ .J a. o z ~ ..-- c{ :J l!J :J ~ :J c{ I tJ W ~ ~ ..-- o Z :J .J ~ o a:: -:-: a. ~ o tJ Ul tJ o m Ul c{ ~ ... o W I I D. Itl a ~ [l) a I m ~ I ~ :::: :::: 8 I ..... ru -----' o I ..... ~ :::: 8 I ..... ru -----' ..... uJ M r~ I I-COLUMN SEE DETAIL CA:J ~y .. ...O.......q)0 2-PILASTER SEE DETAIL HD-2 #290 =:;;;;;00' '0 . ~:=_t~ .-+/=38 L.F, DECORATIVE28E~ FENCE ff - SEE DET AIL VEHICULAR GA TES (BY O'w'NER) -~- #789 .-'-.)-- -0- o -----' .. ~__.._r--- .-~- .---- 1-PEDEST SEE DET A " +/-14 L.F, D FENCE SEE DET AIL ~ <JJ -f> / <::-- U\ V"" ~O O~ o 5-COLUMN Cf;;j __~_=EE DETA L ~ w ~~- =:=) ~ z O~ ". - - - ~ w > <[ \\ <[ /OJ =:J \ LJ \\ ~<0 =:J <[ /\:) I- =:J \ <[ ~~ I U +/-70 L.F, 'WALL SEE DETAIL L1I:J ~ 2-PILASTER SEE DE~IL @ cfJ. ). ... .. .....~u ( U_'j \..__.. ____J uJ -------- H_.....___un_ #294 #29S _.....__u~_.- --.._.. ..,.__._..__.. CALL BOX @ SEE DETAIL HD-3 2-COLUMN Cf;;j SEE DET AIL ~ - +/-80 L,F, DECORATIVE FENCE @ /-:45 L,F, 'WALL SEE DETAIL EE. DETAIL L1I:J .. HD-3 ~ ..... -----' ..... SEE SH /SD-l ENTRY WALL PLAN SCALE: 111 = 20' 0 I I ..... (J\ ru uJ~ X " 0 I X ..... (J\ cu :::: 2/12/04 GEN REV, SEA 4[) ,:) () (J ?O 40 2/2/04 GEN REV, SEA I I -- I I 12/30/03 GEN REV, SEA -----------~- ~ --------- ~----- - ---- ----- SCALE: 111 - 20' DA1T DE~CRIPl IlJN BY REVISIONS o I .. A TCHLINE SEE SH ..... ' ..... <1 ..... (J\ ru +/-350 L.F, 'WALL SEE DETAIL L1I:J ~ 12-PILASTER SEE DETAIL L1rJ ~ .~ . --- uL__ __ )( )( X. . .. . .. , )( X x )( C') I I I i ..... i cu MAT LINE SEE SHEE #18'1){ @ ENTRY WALL PLAN SCALE: 111 = 201 ~ A. '- LINE SEE SHEET cu W =:J Z W > <[ #-18:X 2-PI # 1 81 SEE C) I ..... (J\ ~ ~~ o (lJ I I ::::..... ..... :::: ruLn ~ o I -----' (lJ ~~~ ~ I- =:J <[ I U )( 6-COLUMN H SEE DETAIL ~3 +/-11 SEE D l12....~ VEHICULAR GA TES (BY O'w'NER) :::: uJ~ ::::: (Y) I ...... (IJ (Y) :::: Ln I ..... 8 ~ I ...... \.0 .-------------- :::: ._.__.r--'---- E ____I..... ~ ~ -...; " 0 o I I ...... ...... (J\ ~ cu 0:::::: lru ..... I ~...... ~ -~ --- -I l 1 5 I - 0 II 13/-4// o I ..... I (J\' cuI r - n ---.~_ ~--~--~-~ '-1 l_~u_ __ I (---) +/-225 L,F. 'WALL SEE DETAIL 5-PILASTER SEE DETAIL o I ...... (J\ cu ..... -~ \~- If 1 69 X#171 8 --;--._~o- . 1-COLUMN SEE DETAIL ~; '1' ~ ENTR~r WALL PLAN SCALE: 111 = 20. HEIDT & ASSOCIATES, Inc. Tampa ~ Fort Myers (SD-1) SITE DEVELOPMENT PLAN JOB NO RTL_. MS-OOr) Tampa Office 2212 Swann Avenue Tampa, Flonda 33606 Phone: 813-253-5311 Pinellas 813-442-8536 Pasco: 813-842-2401 FAX: 813-253-2478 m:SIGN Sf A LAKE CHAUTAUGUA DRAWN ~lJ\ DAfF ;) 1tl 0:3 ROTTLUND HOMES OF FLORIDA f'RlYARI:1l FIIR ---------~--------- -----.--- sl:6l:Tl-P^NDf.(rAS[~ N I A 00016~-)8 F [IX f LL1RIDA RUJlSTLRlD I_ANDSC:Af'[ ARCIE IECI IlL [I'll; SHEET 2 OF 6 SHEETS 4 lIJ ...J ~ f- W a v v ~ ~ o ...J ~ f- W a --- lIJ ...J ~ W a --- z ~ ...J c.. a z ~ ...J --- ~ :J ~ , ." , ~ ::; ~ f- :J ~ I r.J W ~ ~ ...J --- a z :J ...J ~ o 0: --- c.. .. ~ ~ o r.J lIJ r.J o lIJ lIJ ~ ~ f- a w I ~ II lJ) o ~ [T) o , In ~ , GENERAL NOTES: CDNCRETE CONTRACT TO PROVIDE SAMPLES OF ALL PAINT & ~ALL MATERIAL TO o~NER OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION CONCRETE SHALL CONSIST OF lu MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 4u AND 6" AT TIME OF PLACEMENT, SEE ACI SPECIFICATIONS FOR ADDITIONAL CRITERIA, FENCING NOTES: DESIGN AND CONSTRUCTION * FLORIDA BUILDING CODE 2002 EDITION * NATIONAL DESIGN STANDARDS FOR WOOD CONSTRUCTION DESIGN CODES & GUIDEI_INES * ACI D[SIGN GUIDELINES FOR REINFORCED CONCRETE 2002 EDITION * ASTM GUIDELINES & SPECIFICATIONS GROUT SHALL CONSIST OF PEA ROCK (3/8u MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BET'WEEN 8u AND IOu AT TIME OF PLACEMENT, SEE ACL ASTM SPECIFICATIONS FOR ADDITIONAL CRITERIA, ALL ORNAMENTAL FENCING TO BE ALUMINUM ~ND PAINTED BLACK 'WITH AN APPROPRIATE PAINT, VERIFY PAINT SCHEDULE 'WITH O'WNER, ALL PICKETS TO BE 18 go, <'048'"') 'WALL, AL L POSTS TO BE 16 go., <'060'"') 'WALL MINIMUM, ALL RAILS 1'"' X 2" GAL VANIZED U-CHANNEL STEEL. ALL POST 3'"' X 3# GAL VANIZED BOX STEEL, ALL PICKETS TO BE 3/4# X 3/4# ALUMINUM SPACED ON CENTER AS SHO'WN 'WELDED A T ALL ...JOINTS INSIDE U-CHANNEL, ALL RAILS T[] BE PUNCHE D TO ALLO'W PICKE:TS TO RUN THRU SOLID, CENTER FENCE PANELS BET'WEFN COLUMNS AND/OR POSTS, ALL POSTS SET 24" DEEP IN lon DIA, CoNC~'ETE FOOTERS 'WITH CAPS THA T MATCH PICKETS, TERMINAL POST TO BE SE T IN 16# DIA, FOOTER CONSTRUCTION JOINTS ARE TO BE PROVIDED IN ACCORDANCE WITH THE DESIGN CODES AND GUIDELINES AT THE ENGINEERS DIRECTION, DESIGN LOADS METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE 'WITH THE ACL ASTM SPECIFICATIONS, * FLOOR DL = 40 Psf * FLOOR LL = 40 Psf * R[][Jf-- DL-- 20 Psf * RDlJF Ll_ = 20 PSt CONCRETE MASONRY CJELJT[CHNICAL LOAD BEARING CONCRETE MASONRY BLOCK SHALL Bl ASTM C90) TYPE II NON-MOISTURE CONTROLLED. * ASSUMED SOIL DENSITY = 120 PCt * ASSUMED SOIL BEARING CAPACITY = 2000 Psf * ALL UNSUITABLE MATERIAL SUCH AS MUCK, SHALL BE REMOVED FROM UNDERNEATH AS REQUIRED, BOTTOM OF FOUNDATION SURFACE AND STRUCTURAL FILL SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR) MAXIMUM DI~Y DENSITY (ASTM D-1557) * ALL SUBSURFACE AND GEOTECHNICAL INFORMATION TO BE PROVIDED BY CLIENT ADMIXTURES ARE NOT TO BE ADDED TO THE MORTAR 'WITHOUT 'WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'M - 1.900 PSI MINIMUM. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE 'WITH THE SPECIFICA T IONS AS ST A TED, ~TERIAL PROPERTIES JOINT REINFORCING SHALL CONSIST OF uLADUR-TYPEu BY DURO-WALL OR EQUAL 'WITH ASTM A641, CLASS 1 GAL VANIZED COATING, PLACE AT 16u 0,[' VERTICALL Y FULL Y EMBEDDED IN MORT AR JOINT, LAP 8u MINIMUM A T MASONRY 'WALL. CORNERS AND INTERSECTIONS, PROVIDE FABRICATED ELLS) TEES DR BENDS OF DISCONTINUOUS 'WIRES TO PROVIDE 3u HOOK AT OUTSIDE OF CORNERS, EMBED REINFORCING 6u MINIMUM INTO TIE COLUMNS A T CORNERS AND END [IF 'WALLS, CONTINUE REINFORCING THROUGH TIE COLUMNS A'WAY FROM 'WALL. ENDS, * fc -. 3000 Psi CONCRETE * fc -. 2000 Psi GROUT , * F y- 60000 Psi * PM - 1900 Psi * REINFORCING STEEL - ASTM GRADE 60 * STRUCTURAL STEEL - ASTM A-36 * WOOD - SOUTHERN YELLO'W PINE NO. 2 SHOP DRAwINGS wALL NOTES: THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING lHE PREPARATION OF SHOP DRA'WINGS 'WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, ALL CULTURED STONE TO BE CULTURED STONE BRAND: NIA ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ~ALL BODY PAINT COLOR: BY OW'NER ALL ROOF AND FLOOR TRUSS SHOP DRA'WINGS ARE TO BE SIGNED AND SEALED BY PROFESSIONAL ENGINEER AND SHALL INCLUDE; DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS) BRACING REQUIREMENTS) LIFTING L[jCATIONS) AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. ~ALL TRIM PAINT COLOR: BY OW'NER SIGN COLOR: BY OW'NER REINFORCING STEEL SIGN LETTER STYLE & COLOR: BY OW'NER REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, fly -- 60 Ksi UNLESS OTHER'WISE NOTED, ALL DIMENSIONS TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION, ALL FOAM ACCENTS, TRIM, CAPS ETC, SHALL ALL BE PAINTED THE SAME COLOR. VERIFY PAINTING SCHEDULE W'ITH OW'NER'S REPRESENT A TIVE oNSITE. EXACT PAINT MIXTURE TO BE PROVIDED FOR CORONADO PAINTS, USE ONLY ELASToMERIC PAINT ON STUCCO, REINFORCING LAP SPLICES SHALL BE 48 BAR DIAMETERS IN LENGTH UNLESS OTHERWISE NOTED, ALL REINFORCED BLOCK CELLS TO BE GROUTED SOLID, ALL POLYSTYRENE FOAM ACCENTS TO RECIEVE POL YRESIN HARDCOAT PRIOR TO STUCCO (TYP,), CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO CUTTING FOAM PIECES, ALL POLYSTYRENE FOAM AND CULTURED STONE TO BE ATTACHED PER THE MANUFACTURER'S INSTRUCTIONS, VERIFY DIMENSIONS FOR RECESSES IN CULTURED STONE PRIOR TO CONSTRUCTION OF SIGNAGE. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT 'WHERE THE COVER DIMENSION IS SHo'WN TO THE FACE OF THE CONCRETE. REINF-ORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS, REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YEILD STRENGTH OF THE BAR AND ARE NOT TO BE APPROVED BY THE ENGINEER OF RECORD, ALL FOAM CAPS SHOULD BE FINISHED ON ALL SIDES, ENDS OF W'ALLS SHOULD BE \jRAPPED 'WITH THE FOAM CAPS FOR A FINISHED LOOK, DO NOT END CAPS FLUSH ~ITH THE END OF THE ~ALL, DESIGN COVER REQUIREMENTS: I W'ALL CONTRACTOR SHALL PROVIDE THE NECESSARY PROTECTION FOR ALL FOAM TRIM AND CAPS AND CULTURED STONE DURING CONSTRUCTION AND PAINTING TO PREVENT DAMAGE AND OVERSPRAY, ALL CULTURED STONE TO BE INSTALLED W'ITH TIGHT FITTING JOINTS, NO MORE THAN A 1/2' JOINT IS ACCEPT ABLE. MAKE SURE ALL STONE IS INSTALLED PLUMB AND LEVEL W'ITHoUT EXCEPTIoNl1I W'ALLS AND SIGNAGE HAVE BEEN DESIGNED TO W'ITHSTAND A W'INDLoAD OF 130 MPH ACCORDING TO THE 2001 BUILDING CODE. C- I -P CONCRE TE FORMED AGAINST EARTH: 3/' C-I-P CONCRETE EXPOSED TO EXTERIOR: 2/1 C-I-P CONCRETE NOT EXPOSED: 1 1/2/1 GROUT FILLED MASONRY: 3/4/1 PRE STRESSED CONCRETE LINTELS: 1 1/2/1 PRE CAST GROUT FIl_LED LINTELS: 1 1/2/1 I f the contractor, in the course of the work, finds or suspects any discrepancy between the drawings and physical conditions of the site or work or any errors or OMissions in the contract drawings or specifications, he shall iMMediately notify the OwNER in writing, and the OwNER will prOMptly verify the So.Me, Any work done after such discovery, unless o.uthorized, shall be done at the contro.ctor's risk. All field veri fico. tions for diMensions 1 layout, Ma terial type o.nd thickness shall be verified by the contro.ctor prior to fence o.nd wo.ll Fo.brico. tion/ construction, Any conflicts sho.ll be iMMedio. tely directed to the OwNER, Contractor shall verify loco. tion of o.ll Mecho.nical lines before casting found a tions or Co.st protection around lines o.s requested, I JBM & R ENGINEERING, INC. P,O, BOX 1566 VALRICO. FL 33595-1566 C,M,U. - Block to be cut to fit where required, HEIDT & ASSOCIATES, Inc. Tampa . Fort Myers HARDSCAPE NOTES Lo.yout of colUMns to be confirMed in the field with the Landsco.pe Architect and O'WNER prior to o.ny installo. tion/construction, JOB NO, RTL -MS-002 DESIGN SEA DRA'WN SEA Tampa otrke 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 Pinellas: 813-442-8536 Pasco: 813-842-2401 FAX: 813-253-2478 LAKE CHAUTAUGUA Ralph Remmert PE 39610 THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE, Contro.ctor to notify /ISunshineu 48 hours prior to o.ny site work 0. t (800) 432-4770 (Mo.rk on curb o.nd flo.g the loco. tion of Peoples Gas line) ~~ The contro.ctor sho.ll be responsible for obto.ining all necesso.ry perMits for construction. PREPARED FOR: ROTTLUND HOMES OF FLORIDA DATE 11-18-03 BY SCOTT E, ANDREASEN LA 0001658 FILE FLORIDA REGISTERED LANDSCAPE ARCHITECT DE TAIL DATE DESCRIP T ION REVISIONS SHEET 3 OF 6 SHEETS OJ ..J <( ~ IlJ o V V (!J ~ o ..J <( ~ IlJ o /' OJ ..J <( ~ o /' Z <( ..J n. o z <( ..J /' <( ::J (!J ::J <( ~ ::J <( I [J IlJ ::i <( ..J /' o Z ::J ..J ~ o a: /' n. .. <( ~ o [J OJ [J o OJ lIJ <( l./l ~ o IlJ I ! n. III o 'It ('I) o I aJ ... I ... ENTRY MONUMENT 2'-6' (23 SQFT> - ~ SEE DETAIL@ (") 1 0-3 (\J "It - LAK CD - 1 '<:t , CHAUTAUGUA I (\J (") - C") I 0 - ...... (\J - 1 "It - , I 0 \0 , 1 - ...... ... "It CD 1 ...... - CD 1 , - (") 0 1 , C") - \0 I , ....... 24'-11 ' Cl It. 1'-6' 5'-2' 1'-4' 9' -0' ~ ENTRY MONUMENT ELEVATION SCALE: 1/2" = 11-011 24' GLOBE (BY O'vlNER) SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (BY OWNER) LINTEL COURSE WITH #5 REBAR CONTINUOUS <TYP) FINISH GRADE -1 za. 1-4<[ :2:-1 inl ,I If) C\J# e COMPACTED SUBGRADE #5 REBAR AT 2'-8' O,C, 'vi II' MIN BENDS, CELLS FILLED SOLID 3000 PSI CONCRETE FOOTER COLUMN & WALL CROSS SECTION SCALE: 1/211 = 11-0" - (J\ L~ Cl Cl 1'-4' 5'-2' 1'-6' 2'-6' ~ SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (BY OWNER) -T] I SYNTHETIC BAND SMOOTH SAND STUCCO FINISH (BY OWNER) - CD 1 CD ~ FINISH GRADE . o .~ POSITIVE SLOPE - 'lit' COMPACTED SUBGRADE SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (BY OWNER) TOP SURF~CE OF THE FILLED BLOCKS TO BE TRUE AND LEVELLED, A TT ACH CAP WITH GENEROUSLY APPLIED INDUSTRIAL ADHESIVE. BLOCK COURSE WITH CONTINUOUS <TYP) - CD I ... (Y) HoRIZONT AL JOINT REINFORCING <DURO-WALL) AT 16' ON CENTER SIGN LETTERS ~ LOGO (BY OWNER) TILE BACKGROUND (BY OWNER) SMOOTH SAND STUCCO FINISH <COLOR BY O'vlNER) <TYP.> - o 1 ... 'V Z .....0.. ~<[ _ -.J \0 If) ,I # C\J CONCRETE BLOCK WALL 11 COURSE - 8'x8'x16' #5 REBAR AT 2'-8' O,C. W/1' MIN BENDS, CELLS FILLED SOLID <TYP) r FINISH GRADE #5 REBAR CONT, AT 12' O,C, (LONGITUDINAl) /" , " " " " o / /. ~ / /" / <:] / / '>/ ' '/ / ", ',,- ~, - 3000 PSI CONCRETE FOOTER 4'-9' 3' CL, ON BOTTOM 12/30/03 GEN REV, DATE DESCRIPTION REVISIONS 11' 2'-10' 1'-1' 2-#5 REBAR CONT, FOOTER 3,000 PSI CONCRETE FOOTER 4} #5 REBAR WITH l' MIN BENDS, CELLS FILLED SOLID #5 REBAR AT 2'-8' O,C, W 11' MIN BENDS, CELLS FILLED SOLID #5 x 4'-3' TRANSVERSE AT 16' O,C, COLUMN & WALL FOOTING CROSS SECTION SCALE: 1/2" = 11-0" REFER TO HARDSCAPE NOTES FOR ALL OWNER SELECTIONS OF MATERIALS, & GENERAL NOTES. JBM & R ENGINEERING, INC. P,O, BOX 1566 VALRICO, FL 33595-1566 Ralph Remmert PE 39610 THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE. 6' 6' 1"-8' VILLAGE ENTRY MONUMENT WALL CROSS SECTION SCALE: 111 = 11-0" l'.JFT AI... CODF RAKE AND CAULK JJINT 3/8* VERTICAL JOINT UP r FROM TOP OF FOOTING THRU MASONRY ~ALL #5 VERTICAL BAR EACH SIDE OF JOINT J[[~ :;~i/~~'f:{: ~:~r: :~;;~~: D [[ ~ r. .".. ".". .,!. ", .... . : ~~':';' ::..";'.'; :~' .' ~.:'~ ;. ";-:;:: 24' o,C, 24' O,C, MIASONRY CONTROL JOINT SCALE: N.T.S. HEIDT & ASSOCIATES, Inc. Tampa . Fort Myers (HD-1) HARDSCAPE DETAILS JOB NO RTL-MS-002 DESIGN SEA LAKE CHAUTAUGUA Tampa Oftke 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 Pinellas: 813-442-8536 Pasco: 813-842-2401 FAX: 813-253-2478 DRAWN SEA DATE SEA 11 -18 - 0 3 BY SCOTT E. ANDREASEN LA 0001658 FILE FLORIDA REGISTERED LANDSCAPE ARCHITECT DE TAIL PREPARED ROTTLUND HOMES FOR: OF FLORIDA SHEET 4 OF 6 SHEETS l/) ...J <( I- lIJ o V V l!l ~ o ...J ~ lIJ o ,- l/) ...J ~ lIJ o ,- z <( ...J 0. o Z ~ ,- <( :l l!l :l <( I- :l <( I U lIJ ~ <( ...J ,- o Z :l ...J ~ o n: ,- 0. .. <( ~ o u l/) u o l/) l/) <( c<l I- o lIJ I ~ D. 10 o o;t [l) o , III .... , .... - C> I , 00 - (Y) I C\J CONCRETE FOOTING 3,000 PSI 24' GLOBE (BY o'vlNER) SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (BY o'vlNER) TOP SURFACE OF THE FILLED BLOCKS TO BE TRUE AND LEVELLED. ATTACH CAP 'vIITH GENEROUSLY APPLIED INDUSTRIAL ADHESIVE. - "<t KNOCKOUT BLOCK COURSE 'vIITH #5 REBAR CONTINUOUS (TYP) HoRIZoNT AL JOINT REINFORCING (DURO-'vIALU AT 16' ON CENTER - 00 I If) SMOOTH SAND STUCCO FINISH (COLOR BY o'vlNER) <TYP,) 8 x 8 x 16 CMU (12 COURSE> #5 REBAR 'vIITH l' MIN BENDS, CELLS FILLED SOLID (TYP) - C> I C\J z ......(l. ~c3: _ ....J \Dlf) " # (\J r- FINISH GRADE <J #5 REBAR AT 16" O,C, LONGITUDINAL // - o ...... <J <.J / " ,,',,- /,/ " ' "/ ' / " /', ~/'-- COMPACTED SUBGRADE 2' CLR, <TYP) ON SIDES 6' 6' o COLUMN CROSS SECTION SCALE: 111 = 11-0" - PILASTER SEE DETAIL@ ~ .., .., - "<t I (\J - 00 I , If) _~. SYNTHETIC CAP SMOOTH SAND /. STUCCO FINISH (BY o\JNER) L - "<t I - C> , ...... 00 - o I "<t --' - o I C\J rFINISH GRADE PILASTER & WALL FOOTING CROSS SECTION SCALE: 1/2" = 11-0" WALL & PILASTER ELEVATION SCALE: 1/211 = 11-011 SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (BY o\JNER) AT - v TOP SURFACE OF THE FILLED BLOCKS TO BE TRUE AND LEVELLED, ATTACH CAP \JITH GENEROUSLY APPLIED INDUSTRIAL ADHESIVE. - v KNOCKOUT BLOCK COURSE \JITH #5 REBAR CONTINUOUS <TYP) - 00 I If) - 00 I , 00 HORIZONTAL JOINT REINFORCING (DURO-\JALL> AT 16' ON CENTER SMOOTH SAND STUCCO FINISH (COLOR BY o\JNER) <TYP.) #5 REBAR \JITH l' MIN BENDS, CELLS FILLED SOLID (TYP) - C> I ... (\J Z ......0.. ~c3: _ ....J ..elf) ...' # (\J SYNTHETIC BAND SMOOTH SAND STUCCO FINISH (BY O\JNER) 8 x 8 x 16 CMU (12 COURSE> r- FINISH GRADE /. ,/ <~ COMPACTED SUBGRADE / - C> ...... o .;j "- '/ . '/ /,.' , /'/, , , / . "" "",,-/, '. / "'-/ / / / / / ',- ~ /, ,/ 2' CLR, (TYP) ON SIDES ....,.. "- . '/ ,/ " 6' 2'-0' 6' 3'-0' PILASTER CROSS SECTION SCALE: 111 = 11-0" #5 REBAR AT 16" O,C, LONGITUDINAL CONCRETE FOOTING 3,000 PSI PILASTER SEE DETAIL @ (SIM) #5 REBAR \JITH l' MIN BENDS, CELLS FILLED SOLID 3,000 PSI CONCRETE FOOTER - V I ... ...... - 00 ~ 2'-0' - (X) EDGE OF FOOTER 2-#5 REBAR CoNT. #5 REBAR AT 2'-8' O,C, \J /1' MIN BENDS, CELLS FILLED SOLID 12/30/03 DATE POSITIVE SLOPE - v COMPACTED SUBGRADE SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (BY o\JNER) TOP SURFACE OF THE FILLED BLOCKS TO BE TRUE AND LEVELLED, A TT ACH CAP \JITH GENEROUSLY APPLIED INDUSTRIAL ADHESIVE, .. V I (\J KNOCKOUT BLOCK COURSE \JITH #5 REBAR CONTINUOUS <TYP) HORIZONTAL JOINT REINFORCING (DURo-\JALL> AT 16' ON CENTER .. V I SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (BY o'vlNER) ...... SMOOTH SAND STUCCO FINISH (COLOR BY o'vlNER) <TYP,) - 00 I (X) - o I ... V z .....(l. ~c3: _ ....J \Dlf) " *= (\Ji CONCRETE BLOCK 'viALL 11 COURSE - 8'x8'x16' #5 REBAR AT 2'-8' D.C. 'vi /1' MIN BENDS, CELLS FILLED SOLID <TYP) r FINISH GRADE #5 REBAR CONT, AT 12' D.C. (LONGITUDINAL> / / /' - o ...... o <J 3000 PSI CONCRETE FOOTER . .'/ /1' ~ Z~~M~N/ SIDES) 6' 8' j I'-S' 3' CL, ON BOTTOM '. /" 6' WALL CROSS SECTION SCALE: 111 = 11-0" DEl AiL. (f)iT JBM & R ENGINEERING, INC. P,O. BOX 1566 VALRICO. FL 33595-1566 Ralph ~:emmert PE 39610 THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE, REFER TO HARDSCAPE NOTES FOR ALL OWNER SELECTIONS OF MATERIALS, & GENERAL NOTES. HEIDT & ASSOCIATES. Inc. Tampa + Fort Myers (HD-2) HARDSCAPE DETAILS JOB NO. RTL-MS-002 DESIGN SEA DRAIJN SEA Tampa OtI"'Ke 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 Pinellas: 813-442-8536 Pasco: 813-842-2401 FAX: 813-253-2478 LAKE CHAUTAUGUA DATE 11-18-03 PREPARED FOR: ROTrLUND HOMES OF FLORIDA GEN REV. SEA DESCRIPTION REVISIONS -~ BY S:OTT E. ANDREASEN LA 0001658 FILE FLORIDA REGISTERED LANDSCAPE ARCHITECT DETAIL SHEET 5 OF 6 SHEETS Ul ...J <t I- W o V V [!) ~ o ...J ~ W o ...- Ul ...J <t I- W o ...- Z <t ...J n. o z <t ...J ...- <t :J [!) :J ~ :J <t I U W ~ <t ...J ...- o Z :J ...J ~ o D:: ...- n. .. <t ~ o u Ul U o Ul Ul <t ~ I- o W I ~ a. 111 o "'" M o . m .... . , SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (COLOR BY OWNER) @ SEE DETAIL F D-3 .. I{) .. ,...... FOAM SIGN BORDER .. SEE DETAIL ~ 0 I .. .. HD-3 I{) C\J C\J .. I ,...... I{) CALL BOX ON FRONT SIDE OF COLUMN .. .. 0 C\J 2' CONDUIT I , I C\J , FINISH GRADE C\J .. 'V I in .. 0 ..-.4 I ru COLUMN SEE DETAIL ~ DECORATIVE FENCE SEE DETAIL@ COLUMN & FENCE ELEVATION SCALE: 1/2" = 11-0" @ .. ex> I , C\J CALL BOX ELEVATION SCALE: 1/2" = 1'-0" 9'-0' 10' LETTERS (RAISED AND COLORED WITH GOLD LEAF) BLACK MARBLE TILE ENTRY MONUMENT SIGN SCALE: 1" = 11-0" t 6'-0" .. o I ex> .. \D I , \D ..' ,', .. o I N . . @ ~ . 81 FENCE ELEVATION SCALE:1/2" = 1"-0" FOAM BORDER FOR CALL BOX SMOOTH SAND STUCCO FINISH (COLOR BY OWNER) SEE DETAIL @ 0-3 SYNTHETIC CAP SMOOTH SAND STUCCO FINISH (COLOR BY OWNER) @ SEE DETAIL F 0-3 TOP SURFACE OF THE FILLED BLOCKS TO BE TRUE AND LEVELLED, A TT ACH CAP WITH GENEROUSLY APPLIED INDUSTRIAL ADHESIVE. LINTEL COURSE WITH #5 REBAR CONTINUOUS <TYP) CALL BOX (BY OTHERS) HORIZONTAL JOINT REINFORCING . , <DURO-WALU ~'~ AT 16' ON CENTER AT #5 REBAR WITH l' MIN m::NDS, CELLS FILLED SOLID <TYP) 8 x 8 x 16 CMU (8 COURSE) .. o ..-.4 FINISH GRADE 2' CONDUIT #5 REBAR AT 16" O,C, '.' /;~<\(>' EACH WAY BOTTOM , //., /~''\~'Y:/ CONCRETE FOOTING 6' 3,000 PSI COMPACTED SUBGRADE 2'-0' 3'-0' CALL BOX CROSS SECTION SCALE: 1/2" = 11-0" 2'X2'X8' POSTS 6' ON CENTER WITH STANDARD CAPS 3/4' SQ,X6' PICKET WITH PRESSED TIPS 4" O,C, 1'X2' PUNCHED STEEL U-CHANNEL RAILS WELD ALL PICKETS AT ALL JOINTS UNDER U-CHANNEL RAILS FIELD WELD FENCE SECTIONS TO POSTS CONCRETE FOOTER 3,000 PSI UNDISTURBED SUBGRADE .. C\J ........ ...... ~ .. C\J ........ ...... 1" 2'-4' ill ~.. , I <.n .. 4'-0' FACE TO FACE SQ, POST HINGE- SQ, POST- POST TOP (STANDARD) .. \D J/4" SQ,X6' PICKET- WITH PRESSED TIPS 4' o.C, l'X2' PUNCHED STEEL U-CHANNEL RAILS FULCRUM LATCH W /STRIKE STRAP WELD ALL PICKETS AT ALL JOINTS UNDER U-CHANNEL RAILS 2" SQ, UPRIGHT FIELD WELD FENCE SECTIONS TO POSTS FINISH GRADE- .. C\J NOTES: .. o I , C\J 1. COLOR TO BE BLACK 2, SELF CLOSING HD\,./E 3. GATE TO CONTAIN A DEAD BOL T LOCK AND DOOR KNOB ASSEMBLY. ~ PEDESTRIAN GATE ~AND FENCE ELEVATION SCALE: 1/2" = 1'-0" DETAIL com: t- 2'-6' t .. \D I , C\J l' CALL BOX COLUMN ICAP ELEVATI()N SCALE: 1" = 11-0" }-4'~ .ru 's~ 10 CALL BOX FOAM BORDER CROSS SECTION SCALE: N.T.S. JBM & R ENGJNEERING, INC. P,O, BOX 1566 VALRICO, FL 33595-1566 Ralph Remmert PE 3'3610 THESE PLANS ARE IN CCMPLIANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE, REFER TO HARDSCAPE NOTES FOR ALL OWNER SELECTIONS OF MATERIALS, & GENERAL NOTES. HEIDT & ASSOCIATES, Inc. Tampa . Fort Myers (HD-3) HARDSCAPE DETAILS , JOB NO, RTL-MS-002 DESIGN SEA DRAVN SEA LAKE CHAUTAUGUA Tampa Oftke 2212 Swann Avenue Tampa, Florida 33606 Phone: 813-253-5311 Pinellas: 813-442-8536 Pasco: 813-842-2401 F~:e13-253-247e 12/30/03 GEN REV. DATE DESCRIPTION REVISIONS DATE PREPARED ROTTLUND HOMES SEA 11-18-03 FOR: OF FLORIDA BY SCOTT E. ANDREASEN LA 0001658 FILE SHEET 6 OF 6 SHEETS FLORIDA REGISTERED LANDSCAPE ARCHITECT DETAIL U) .J <{ I- W o V V (!) 3 o .J ~ W o ./ U) .J ~ W o ./ Z <{ .J ll. o Z <{ .J ./ <( :J (!) :J ~ :J <( I U w ~ <{ .J ./ o Z :J .J ~ o n: ./ ll. <( ~ o u U) u o U) U) <{ L/l I- o w I l II. III o 'l::t M o , III ,.... I ,.... . 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