Loading...
Exh 9`~ ~ ~~ r ~O City Manager Report March 7, 2000 FD4T Retention Ponds Flanned; The FDOT has just released plans showing the . installation of two retention ponds they plan to build on the north side of Atlantic Boulevard on either side of the radio station property. FDOT officials explained that these ponds were required by the St. Johns Water Management District to treat the storm water runoff from the road. Attached is a copy of the drawing for these ponds. Presently there are no plans for adding landscaping although both the JTA and FDOT have been advised of the City of Atlantic Beach's concern over how the ponds would look. FDOT officials indicated they would be willing to enter into an agreement with the City of Atlantic Beach for future maintenance of these areas if desired by the City. Beach WaterBeach Water Sam~lin~• attached is the most recent report from the Florida Department of Health dated 2/22/00 on beach water sampling in the Atlantic Beach area. t ' CRT I I ' • " CONC. SPILLWAY 209173-I-52-DI ~~.~ E I I caNSr. 11 ~ ~ ~ I - I °,,- „ • srl .s . ,G~~ ~ sz• .s S E POND DETAIL SHEET 35 ROADWAY AND RIGHT OF WAY PER EASE6EN~ I - w" ? 104. B' (TiHCNOR B 0' L ~ ~ ~ ( O 10 • O ~PAOPOSEO pM LINE 53 JTA PROJECT N0. 209661-I -52-01 62.75 60.96.76 15.00' ~ n~ ho ~_ ~ ~~~ " e • " POND 3 807704 EL 6.0 . rPAOPOSEO AM L[NE ~ 78.70' LT - - _ - t _ ~ - - - - - - - - - - - _ ~ GR B 411 SEE POND DETAIL SHEET •34 ~ ° n ASPHALT ~/ SNIOR LINE CONST. STAKED SILT FENCE R?5• _ _ _ _ _ - - _ _ _ - _ _ '- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - 9 r~Y Qq5 CONST. STAKED SILT FENCE r • --------------------- _--- ---------------- - eN ------- -c- --- ---- ------ --- 4= _ _ ------------ ---__----_ _ _ __ _ _ _ _ TI.03178 n~''. EXIST p LIRE 5' SHLDR PAYT ~ _ EXIST p!w L1NE -36.00~(Lil _.'r1.18.18 SJRNfiO ANO ALOE ~ ENO PROJECT ' ..__. ,,~. JUAIS. WETLAND `~ --•--•------° .............{.y{}.£fli95'TiiifC- - _ . _lu+D-°°--.....-°----.Br.-..-------• ---=_---- °~------- -~ 1 --- - --- 71 @coNSr.LT.`>'xR 72 Exsn,M CUAYE709 MATCH EXISTING •. ~ASPRxr PT STA. 72«89.18 @ CONST. LT. `' - -63 - - - -SSA.. -62-}75 ~3-C~-Sk}R~H' ~.-ft.-I-O-I-i-.~Of- tT ~ 6~5 - - - - - - - - - - - b6- - - - - - - - - - - 61 (SUAYEY S.R. 10 '•. 10' SHLDR PAYT __ _ _ , I - ~ - - L ; ~ - - - -- - - _~_ - ~ -- - - - - - - -------- -„------- ~. - ---- N - - - - - - - --- _ _ _ _ _ ~ 11'69' "E- ~- --- t--------.----------------- ~t ~ 10' SHLDR PAYT .: ---Y--------------- ~' ---------- ------------ ,copc. eARRIER WALL @ capsr. pr. J •., END CONSTRUCTION ; : •'~ CUAVE i01 ~' , ~ex(sr)ncASPrrur ••,, MATCH EXISTING ;. ' ------ ~~S-TA:-82*8fl:.~F B CONST. RT "' 3JAWt,O ANO ALOE STA. 62+75.53 SURVEY S.R. 10 11.00' RT• ~JUAIS. WETLAND _, 3.5' SHLDR CUTTEp 8''SHLOR PAYT ~ '' . - °_•°• __^°__° ....................:Il_...°"_°•• .~ EXIST A/w N .,e rt .......... ................................. .~ 1L - - - - - - - - .- - - - - - - - - - EXIST pflY LINE CUAAORAIL 8 4[SC. ASPHALT - - 62.75.53 78.70' RT - - - - - - S R/W LINE - - - - - - - - - - - - ~ A/w.LINE E _ _ _ _ _ _ s S O `~ CONST. STAKED SILT FENCE ~ _ Q s2•is.ss ROADWAY AND RIGHT OF WAY PER eS.DG• pT JTA PROJECT NO. 209661-I -52-0 urve 7Q I @ CON914. pT. I LN urve 70 9 @ CONSi. LT. I Sta. 79.32.53 I Sta. p • 69.41. 7 alto ~ 3~ 29' 01.9= ( 1Tl Delta • 3. 29' 01.9; ( LTI I I I NOT TO R ~VT W 'R: °a ~ • 348.49 • 696.17] 3 I ~ • 347.82 • 695.43 4 3 ~ 0 BASE ON C~IRREN( T C00 DINA ION ~ NITH TA, ~ ~t ° i' • n,459 .1s6 • 11,437 156 THE ONSTRUCTIO N OF HEIR ~ PROJ ' ECT W LL B E C Sta. • 75.84. b4 C Sta. • 65.93. 5 COMPLETED ~EFOR E THE CONS RUCT ON O F THI S N ° P °• • • H.c. • ~' • • H.c. ~ ~ ° NO P ~NO C R II ROJEC ONSTR T UCTIO II ~ MAY E MODIIFIEDI OR ~ , QLTER I ATIVI S MA E ; 8E 4 TA. 2.89 18 @ CONS T. LTA DESI ED, 0 COI RDIN ATE W ITH C ANGE S IN I•10.20 Y I S.R. 10 PGL LT 1 RT 1 I •)0.20s I I ~ 7 ~ -~ I I fi2.09.8 i 6 1.31.55 I I .~ 61 60.00 ~ 62.15.53 - _....- --_-__ ~ 13 7.02 .00' llT ) AOPOSE Rnl LINE 1]5.00' ILT) _.__r-- ~ ~ P I i ISTING i GRO e 9DRYEY GL I i ~ ~ J ~ * I I CONST. 5TAKE0 I PROP OSED ~ CONSTRUC LEAS RENT TdON SILT FE NCE 1 R/w LINE i \ 120.14 ILT) (''I , I N r , r 4GN' wIR 7100 72 00 0. E e 73 00 I 74 00 ~ 75 00 - 76 I S. 00 R. 10 /SAN PABL I O B~ 77 IDG 00 l s CnZ EC ~ OC(AIPIlO.v D.,iL ,T OEY.sJVn0.Y MR l o.v s ET ~ DtSCT.IPn0.Y oarz ,a EE ~(~(1= °°•~^~~ NIIHI F~ ~ PIPR AD02. DG~ y G u u uu t5 'lDd DEPART?IE~T OF ~ E~n ~ H ~ PL A~~1D PROFILE ca Emmc Es~ccx, tiw n_,nKUf L4i`SPORTAT[OY , ' 1209173-1-52-01 120 LINITS Of CONSTRUCTION / 60.00.00 ~PAOPOSED A/YI LINE - _ - - - - - - ~ /-PROPOSED AlYI LINE ! LCNST. STAKED NR81O[TY BARRIER ~ ~ ~ ~ LCONST. STAXED SILT FENCE -O ~ ~ ~ \ SJRWIA AND ACOE / \ JUR[5• WETLAND LINE .\ \ __ ~ ° fi7.29. U / 9 ~ 4' L V CONST. STAKED SILT FENCE ~ 6.6' 3J ---- •86.35 69.64.74 i N L 6.0 0 Q.~ ~-PROPOSED /W LINE - - •- 65.51.53 URYE 408 6' CONC. DITLH PAVT. SPILLWAY SEE POND DETAIL R SHEET •34 ~ JURI[SA. W~ETLANDELINE •82.31 5.04.89 I / ~ - - JO' L B .29' QTI PT Ste 80T70lA EL 5.8 BOTT(°N EL 5.8 / 28.86.21 SJRWW ANO ACOE 3• DITCH PAYENENT CONST. 'SEF£NT JURIS. WETLAND LINE ' SU6P EL 5.0 d RAOiO STAi~ON PROPOSED - ~ ~ _ ~ 60.00.00 C~«!rr AA'I LINE BEGIN SHLDA PAV~ ~ el 0 STA. 65.32.17 41.00'(LT ~ ! 85.16' ILi) GA 8 N[SC. ~_ 69.93.05 - 60.67' lLT) 0 ]SAO' ILT - SAT •~`\~~{_f 5' SNLOA PAYT ~ _ _ `i!'~_ N M1 SHLDR LINE ~ ~ g / CAN7ILEVE~i RE eAIN1NG WAL! ° 56 _ CAN ----*e ---- ---- r~ry ~ _ > P ~ _- -....-.34:00' LT m --- - NAO ANO ACHE" -------__ 56.79' ILi) I I -- -"' RW , .vu-:... --.. LINES:'WETLTU40•..-..--..-.-tea..-... ~_ _ :-;------------- --- .79 -- -m--LCaN m --.. o ^ ----o ..-..-. _ _ _ _ _ _ _ .- ....- . ~' . ° ~-~.-.-,- rv c-- BEGIN RET. WALL ~ / T WA S 86. 59' a 66 ExlSTIHG ~,- ~------„- •--- CONST 119 LF . ° i! G NC G ASPHALT •. ~ ~- - ----OF•i4••X•30'•~-. ~ •"•-_ CONST. 21 LF OF 18• RCP NE 191 A. %r S.Td._7A:82.1 ''. ~ ERCP m .• -°48:0(7"fL71--48 `-hi-- --J-•}-- -48,0' LT.. ml ~ --------- ~~---- al- ------- 68 ~-CONST. LT. ' --- CURYE-149 -------------'!-------~ " 7 SHLDR PAVr v ''•, ~ ~ - - - - - - - - ~~~ 70 7 I 76 10' SHLDR PAYT ExiSDxGJ • , @ CONST:•AT. 7 7 >r ASPHALT CONC. BARRIER WALL 4 SURVEY S.R. 10 ~S5 CURVE 700 c ( ~'• S 10' R PAVr - 79 59 •'• 60 10' SHLDA P a~ - -------° - m --N-89'•31'--OT'-E---o ~.~URYEY R. 10 ---- ----- ------ --'--- ------ ---- ~' - - 4- - -Ib' $fICOR PAYT - ~ 'N h ^ r r ° ~ STA. EQUATION ' ° o n o /~fxlSi7NG ~- CURVE 701 I~@ CONST. RT, w ~ ' ''•, / ASPHALT 7i•76.67 CON57. RT. •, - - - - - - - - - - - - - - - R - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - P4a - - - - - - _ _ _ _ _ _ _ - SJRWIA AND ACOE ^ • •-- •• -- - -----°-•- v°..--- ...--•-------- -~~..-°--------.-•.....--••-°° JURIS. WETLAND ---..•-ro-----.....~,:S--SNLAA_GllTTER..-•-------•---- -='•---••--•---------FO•--.-...~FNE--.------•-----•- --••---..- . _- _... - - - - ... -. •- .. --••----• ........................•P'ra...-- ..... ..-- -- _- -- -- •33 --- EXIST RM LINE JURIS. WETLAND _ ~ _ - ~ - - - - L[NE - CONST 297 LF OF 16' RCP 8' SNLOR PAYT ~ GUARORAII 8 MISC. ASPHALT EXIST RAW LINE POT STA. 30+00.00 B FRONTAGE RO. \ CONST. STAKED A. + SILT FENCE \ ~PAOPOSEO R/W' LINE Curve 408 @ FRONTAGE A0. Curve 700 @ CONST. AT LINITS OF CONSTRUCTION PI Sta. • 28•N.17 . P! Sta. , ]4,14,24 Curve 701 @ CONST. RT. Curve 709 @ CONST. LT. Delta • 127' 43' SO. T' (RT1 peita • 5' 05' 50.9• IR71 P! Sta. • 79.32.53 Pf Sta. • 69.41.57 ' D • 90. 56' 44.5' 0 • 1' 30' 00 0• Delta • 3. 29' 01.9• ILT) Delta • 3. 29 01.9' ILT) T 128.403 . T • 110,028 D • 0. 30' 00.0' D • 0. 30' 03.5' L • 140.447 L • 339 831 T • 348.493 T • 341.824 R • 63.000 . R • 7 819.719 L • 696.771 L • 695.433 PC Sta. • 21.45.77 , PC Sta, • 12.44 21 A • 11.459.156 A 11,437.156 PT Sta. • 28•A6.21 . PT Sta. • 75.84 04 PC Sta, • ]5.84.04 PC Sta. • 65.97.15 e • N.C. . e • 0.032 PT Sta. 62.80.81 PT Sta. • ]Z•69.16 e • N.C. e • N.C. ' 0.E1'1 S I O,rS OAt2 ~ •I I CFS.WPIlO.v OATt 0T DESCFIPIIDY DAR ~ IT Df5Cp~11gY DAii IT OEtCTID110Y ~~~ ~~~ ' m I i 'IDA DEP.9R7)IEVT OF I ' I . I x "' ~'0O01JE "~ ;A:~SPORTATIOY mNnams E-YDMEW A.v v~~vAtu CONST. STAKED SILT R/W LINE S.R. 10/SAN PABLO BRIDGE PIANA ' .AN SHEET