HomeMy WebLinkAboutDrainage Plan BP#12564 MACE
Au.Wa OF A EROSION CONTROL NOTES
vA HAI fwars
of FEW AWN ALL%ivw DF THE MVNO
OAF LINE AWN eALL RAY
DF NE ow Nav TIELEWITHMA 00111.
A400TIERW WRI NE cow PIIOVdWALE NpIRMDRNIIAY A.AL O.OISURBNOEATETY SHALL CONFORM TO EXISTING TOPOGRAPHY AND
PrOVI0t WANE M NOP.CANLWAv AT OONTIIO LOW POBIrlO01UE1 SOIL TYPE 80 AS TO CREATE THE LOWEST PRACTICAL EROSION POTENTIAL
A.OWINEtgVPONT WAW, —TO NEAT.
TO WM. pIIOVOE a MC.own w B.LAN D.DSTURBING ACTIVTTIES SHALL BE CONDUCTED N A MANNER MIMMIZING
NIONOif 0OWoRNE w RelOWEW Mars OwPACIED EROSION.
REENEW OWE%COMPACTED RLLAT RW,M.
RLL fATMI,TI►. / - -- C.THE DISTURBEDAREA AND THE DURATION OF EXPOSURE TO EROSIVE ELEMENTS
9 SPlI)p'L!!able / _ e SGtf739'{-1tlt00\ SH LL BE KEPT TO A PRACTIGBLE MNIMIM.
yP ,{W� f o EROSION
CONTROL MUST BE STRICTLY WNTNNED DURING CUT AND FILL
JO `�L.-.— E.DISTURBED SOK SHALL BE STABILIZED AS QUICKLY AS PRACTICABLE.WHENEVER
--•(� I E. b FEASIBLE, VEGETATION SNAIL BE RETNNED,PROTECTED AND
� F.TEMPORARY VEGETATION OR MULCHING SHALL BE EMPLOYED TO PROTECT
EXPOSED CRITICAL AREAS DUABIO DEVELOPMENT.PERMANENT VEGETATION AND
''. .,L, �-< STRUCTURAL EROSION CONTROL
L.
G.MEASURES SHALL BE INSTALLED AS BOON AS PRACTICABLE.
—, H.ADEQUATE PROVISIONS MUST BE PROVIDED TO MNIMIZE DAMAGE FROM SURFACE
WATER TO THE CUT FACE OF EXCAVATIONS OR THE SLOPING SURFACE OF FLLS TO
THE EXTENT NECESSARY,SOLENT N RUNOFF WATER MUST BE TRAPPED BY THE USE
OF DEBRIS BASINS,SEDIMENT BASINS,SLT TRAPS OR EAB AR MEASURES UNTIL THE
QIilliriM DISTURBED AREA 6 STABILIZED.
N" k I.CUTS AND F118 MUST BE CONSTRUCTED L4 SUCH A MANNER THAT EROSION AND
�J RUNOFF FROM THE SITE GOES NOT ENDANGER ADJOINING PROPERTY.
'3 B •/ J.FILLS MAY NOT ENCROACH UPON NATURAL WATERCOURSES OR CONSTRUCTED
✓� A / / CHANNELS IN A ADEQUATE
MANNER SO AS TO ADVERSELY AFFECT OTHER PROPERTY OWNERS
WITHOUT PROV1610N5 FOR AN EOUNALEM ALTERTUTE SYSTEM WITH A
�_((yy�� PROPOSED
js I POSITIVE OUTFALL
.,, L �y / � O 1 K.ALL R.O.W.S,WATERWAYS.STREETS AND SIDEWALKS SHALL 8E BUFFERED re
3].00ie0.00' I TWENTY(20)FOOT WIDE STRIP OF GRASS OR OTHER SUITABLE MEANS.
' :
PROPOSED $ PROPOSED PPE-7.01 GRADINGL EQUIPMENT MUST CROSS FLOWING STREAMS BY MEANS OF GES OR
(., mew= 9 SR"ABOVE ROADyyk CULVERTS EXCEPT WHEN SUCH METHODS ARE NOT FEASIBLE AND PROVIDED N ANY
i
���p_T�w`]1 CASE,THAT SUCH CROSSINGS ARE KEPT TOA A NIMUA AND SEDIMENTATION CONTROL
, I 9'/00,6100' DEVICES ARE PROVIDED.
PROPOSED Ff.!'.-e.4e Y \ I 0 s. 44,
M.HAY BALES OR FABRIC FILTER WILL BE PLACED AROUND AU.OUTFALL INLETS PRIOR 70
Or
ROAD
CONSTRUCTION
1ABOVEj�b��, ~`� GENERAL PAVING AND DRAINAGE NOTES
/� VO oat 1.ALL PAVING MTORNWAENPROVEMEMH MALL COMMA TO FOOT ATAAONO SPEofIU'10MS
S FWD E11VAAWBREFE B OV.O.1e OI UTEAT®lIIOIL
L RBVAT TR REFER COMSTERCTN
/ _� L TIE OWTMCIOR MALL VERFV BENCNANLOUTIJN AND SOVCART•JRnv BEFORE
�- • _ A FAL O 00011RYlO1CN
A MI DAS T6IAICIE.FJIMETV ANO DOVER LASH STALL BE NRALLED IAOfROROLAND.
aTBL001110N OF MIEN UILITES ARE APPICIaATEM SWIM NO IT E THE EON/RAOT0Rn
TDICPVELm TO OERIaME THE CACI LOCATCN PRIOR TO OOMEIRATOM II TTA WalaiV'Aw
Q JO"at TO MODIFY min',COMP/Mel DEFOE GOONO.
a NI MOFAOROL►O URRIES OR C0101AR FOR TEM MUST BE METALLED MEOW BASE AAD
/ SAMOS ARE CONSTRICTED
10"«a, f.NL OLVERR MAL.IAVEAFOOT IIOOIRA:I MTEFEO ETC $501101 AMISS DTII WZ
D ONN
J C aCbfrIMCTOR MNLM 100.ASAT p01FB!RINCH A$s.awN ON TEAE FF4rEFFR.O%NLS
Pb�AN L
P RIOR E T C3STEEPER
P1ERTHAR
(Q F▪AIL 00TSLOPESO 101 SREPEATIAMalWALL AE eoOO®
ale P.08
CA LOTS NEA-t0b)Nb SF
�- - // LOT ES ATEA-1RA;OPK
lEW Q /
TOTAL LOT NFA-M.iME SE
TA vY'!0'sAA' LOT ZS BLOB NEA.$ISIS1BF
LOT A SIOEV/NX a ORIVEWUT AR Y 2PP 5f
( LOT M NDO ATEA.ANN.n AF
f\ C�1a,"" LOT YI BIDFWNXIGRVFWAV AREA lPS.0 SF
` • !laJON NSE$e�► OO N B%M�,N,'E I - TOTAL MERALE11 LEN-TAA.MAP-a3%
\DESCRIPTIONS AS FOLLOWS PARCE A.25' RETENTION IS Ea./RDA BOTINACOS
,VPTIONS AS FOLLOWS PARCEL A.26: C01�HENCE AT THE NORTHEAST C ER LOT 8.ACCORDING TO THE PUT OF TUTENS EU $ION, OOIMNiO RETENfON Paw-TW1A0f
COMMENCE AT THE NORTHEAST CORNER OF LOT B.ACCORDING TO THE PLAT OF TUTENS SUBDMSION,RECORDED IN PUT RE ED IN PLAT BOOK 1,PAGE THE PUBLIC RECORDS OF BREVARD COUNTY. IDA THENCE VOLUME
VAN, EGRErsmW-Y
BOOK I,PAGE 22,OF THE PUBLIC RECORDS OF BREVAR0 COUNTY.FLORIDA.THENCE RUN S OO'S4'29'E.ALONG THE EAST DEMME CAILOED��RErENw1-OPo1.tXaAT1F2.MRS CIE
LINE OF SAID LOT B.A DISTANCE OF 66.00 FT.THENCE RUN N 89'36'33"WAND PARALLEL TO THE NORTH LINE OF SAID RUN 500'54'29'5,.ALONG THE EAST UNE OF SAID LOT B.A DISTANCE OF 66.00 R, NCE RUN N TDTALAVMASLEBTORLGE-APSAC OW OR
LOT B.A DISTANCE OF 590.10 FEET TO THE POINT OF BEGNNING,THENCE CONTINUE ALONG SND LINE A DISTANCE OF POINT3OF BEGINNING,D T EENCE CONTINUE NORTHL TO THEALONG ESAID LOF ei E ID LA ODST TANCE O 80.A DISTANCE OF 51 THENCE RUN NHE II TREATlfITIKARKEN�IO.IRE.MRMFs .SAO•ORRI.
IBE
IT,THENCEE FC, RUNGS RUN N 00'E.
A9" ADI OF 128.50 OF FT TO THEOI THENCE RUN S 8N']8'33'5,A DISTANCE OF 116.20 00'54.29"W.A DISTANSSE.Of 128.50 FT.THENCE RUN S 89'38'33 'NCE OF 80.00 FT.THENCE
FT, RUN S 0054'29"E. DISTANCE OF TO POINT OF BEGINNING. RUNS 00'54'29' E. I.DIST' t"OI TZ6TTU TI 1U 1111 BEGINNING.
/1 '1Wt)TNICIC FOOT TYPE&EI �'
AMINLTI6001CM=SUMACS �!�BLT ROW
M COMPACTED
To
®oUarNS44 ITY GOAT) N
DOBpWCTEO TO A MAXIMUM DENSITY AS LEGEND `
DlTUSI�BY IR101 KSOL _.�-.s�_,FLGW q
bISOWTI La11OS 1 KM
S am 0,cRAPm.
LO!. SNOW IdITVPE 3 SILT FENCE` ,f,>'/
1?F TOTE XVI M NIACIN] �,/^ylT flow Y D A raV4'r ABPA
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•�'�! SLT MGIAO ITIEE PROPERTY ARO AS,-:ON PLAN IBvwaPRV mon N A (
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.I=N-u-u a-D u-I a-D-u n
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— 0114111101110 LOT A 25 426 ••aA
I IrmAIRMSLAs11SE 00MAOFSDTO • GRAPHIC SCALE ; t►�4,s OAK LANE
Se%INXMAM DENSITY AO 01T.Y®
ELEVATION mend fe s w 5 aP MO
ME
IT A.A,S.1LT.0.T-1E0ICpS®PIgO'IOR wR:ALTIBOETO AE PAf0 FOR LPOFl1THE 001RMCTI151 NICE FOR BTAI®RTFIB10E BR 140D�'a'T' `-� CAPE CANAVERAL,FL
"""L'"'0 FDOT TYPE III STAKED SILT FENCE _ NOM ^^ ^_, __..._ WAIN
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