HomeMy WebLinkAboutDrainage Plan BP#11440 I— ` ;•
PARCEL A10:
".•I Nh GRAPHIC SCALE TOTAL PROJECT AREA = 10.528 t SP= 0.242 AC
1 = 30 BLDG AREA = 57z80'= 3,420 SF d
�� SIDEWALK 18123'— SF
4O S7 ��j j
4 7rifAL PERVIOUS AREA — 3,978 t SF- 0.09 AC F
PROVIDE 12"z 12" THICK
0 15 30 60
TOTAL LAPERVIOUS x 378E
0� —!. ' EDGE ALONG ALL EDGES PARCEL A27•
iv OF PAVING ALONG THE TOTAL PROJECT AREA - 10.250 t ST- 0.238 AC
0 3 R/W W/ I#5 CONT. PROVIDE 6" CONC. DRIVE BLDG " 5Ti°° s 162 ST Q
C‘11:14 PROVIDE SWALE ® PROP.
W FIBERMESH ON 98% 1V7,4LIAY= 18125'= 850 SF 11
�° / DRIVEWAY ® EXIST. LOW TOTAL�ASVIOUS ARM = 4,738 t SF= 0.09 AC (III
COMPACTED FILL AT PONT TO DRAIN TO L L�E�DLs X 4812
PROVIDE SWALE ® PROP. R/W, TYP• WEST a COMM=RETENTION LS PROPOSED FOR 20771 PARCEL (III
DRIVEWAY @ EXIST. LOW POINT
iihillu
I)WESTTO DRAIN TOL SHE AREA =20,808 SPIII
3 i TOTAL OQ'&4VWOUS AIM = 8,718 SF (III Q o
Cp -`� S s ,•.; 1532 PG 429 al
HI
�0 AREA OF COMM®RETEN77ON POND - 8,49E S.F.
�// D A° DEPTH OF COJBDNED POND = 8' / `
1 VOL AVAIL •COMBINED SWALE_ (8498x0.5)/2 = 1,624 CF
SANITARY MANHOLEO� ,'° VPP OAK LANE AREA OF FRONT SWALE OF PARCEL A.27= 802 5.F
TOP EL=3.15 •---
0 DEP H OF FRONT SHALE= 8'
11W=-1.B5 `� 4"` VOLUME AVAILABLE 1 FROM'SWALE= (802x05)/2=150 Q'
=s TOTAL VOLUME OP STORAGE AVAIL = 1.624 + 150 = 1,774 C.F.
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rRdA1704VT AVAIL PM LAQ'ERV AREA — 1,714/8,718 - 0.204'OR 244'
L t`• C IR TREATMENT AVAIL, FOR 77E'&Y77RE 517E AREA = 1.774
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.145 11.E he =7 't I I ` PROJECT NO.�
Ot'_ , 2014-31
FILE NO:
cz-._, • wCai:.e (PARCEL A.27) COMMENCE AT THE NOR77IEAST CORNER OF LOT B, D•1DIG%2014-31
ACCORDING TO 77IE PLAT OF AVMS SUBDIVISION, RECORDED DV PLAT BOOK 1, DESIGNED BY:
�"y — PAGE 22, OF THE PUBLIC RECORDS OF BREVARD COUNTY FLORIDA, FY
THENCE RUN S 00.54;29'S. ALONG 77LE EAST LINE OF SAID LOT B, A DRAWN BY:
0.5 OFF F \ q 1-
^f y.�•" FJ(
0 1 p • h�' DISTANCE OF MOO FT, THENCE RUN N 89'3833' II AND PARALLEL TO
0 0 • 771E NORTH LINE OF SAID LOT B, A DISTANCE OF 708.30 FEET 7O 77E
1?81C 5/2'ZR ® ~J %-„ aElp
N e¢esu REL^ b/B'!.!Z LOT 10 POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE A DISTANCE APPROVED BY:
TOT to 4 ° OF 80.00 FT 771.ENCEi RUN N 00'5429' W, A DISTANCE OF 128.50 FT N.D.
LOr 15 LOT 14p LOT 13 LOT 12 1 LOT Il THENCE RUN S 893833"E, A DISTANCE OF 80.00 !7 THENCE RUN S
00'54 29'5, A DISTANCE OF 128.50 FT TO 771E POINT OF BEGINNING. DATE:
11/11/14
OCEAN GARDENS WAVE TWO__------T6-------
0 (PARCEL A.10 COMMENCE AT THE NORTHEAST CORNER OF LOT B, ACCORDING DRAWING N0:
S(PB 40, PAGE 45) TO 771E PLAT OF TUTENS SUBDIVISION, RECORDED DV PLAT BOOK 1, C— 1
PAGE 22, OF 771E PUBLIC RECORDS OF BASTARD COUNTY, FLORIDA, THENCE S. `SHEET 1 OF 5!
RUN S 00'5429" ALONG 771E EAST LAVE OF SAID LOT B, A
DISTANCE OF 8200 FT, THENCE RUN N 89'38'33" II AND PARALLEL 710 THE
DRAINAGE PLAN NORTH LINE OF SAID LOT B, A DISTANCE OF 788.30 FEET TO 771E NOEL DROOR
POINT OF BEGDVNlNG THENCE CON'17NLE ALONG SAID LINE A DISTANCE P.E. 37259
SCALE: 1'= 30' OF 94.00 FT, THENCE RUN N 00'54 29 If, A DISTANCE OF 112.00 FT,
THENCE RUN S 89'3833'E, A DISTANCE OF 94.00 FT, 77EVCE RUN
S 00'5429'5, A DISTANCE OF 112.00 FT 7O 771E POINT OF BEGINNING.
EB-0007218
GINA,PJBUC,NV vui-5
EDGE OF PAVEMENT
S 89.8813'E 80_00 GENERAL PAVING AND DRAINAGE NOTES
I. O c�IFtATBEO OF eDrYJNOE woa wNTTRoOMET.OCMOM.TO MOT
II/ 8 / ONs.
I¢ T I IC ORiUcrrn awunvuiiv BENO.rM.LOCATOR MO eaIONN,
71 '`- "p°® EROSION CONTROL NOTES
110016 A I TML TEENCRLTAEE TY AND PONER LERS SW1 SE WALLED
PETEMON POO MM NM 1 o-NOMEAD.
e S.n4 LOGTON OF IMMO UTURES ARE ApPOOMATE AS Rom NO SO
`1E l •"`� OONITRBDONM THE MIME/erase MO TO NOTIFY NalN OONPANESmom O oEmPAINE THE EOM u:CATOR MCA TO AAT.G TISILR&NGACT DSO_TPEITY SHALL 90ATO
kAL NG TOPOGRAPHY ANO500.TYPECONFORM
EW EN& CREATE TEE LOWEST PRACTICAL EROSION
Ll IT./ {T •All UNDIEMOUPOIMMEICA COW,'KPaIE ourfACE NE COIIFIUCTID. TNBI MIEN OE WALLED POTENTIAL.
Al L �J 11.PAL CIL10 SWm.11MYE AlOOY PIOUS"L10•115X1)DD BECTICR MI SO OTHERAISE MOM & __ _
BE
•CCMTNCTOR SHALL RETAIL A NO SCREEN MICE Al ROAN d1 ITEM CONDUCTED IN A MANNER MINIMIZING EROSION.
ETOIWERNO PLOW PRO%TORWR6 OEND4
P.N,meows sTEEPEAOVM H DOLL OE WOOED. C.THE DISTURBED AREA ANO THE DURATION OF
bD R EDtPOSURE TO EROSIVE ELEMENTS SHALL BE KEPT
% Ilio
■ II TO A PRACTICABE MNIMUM.
II D.EROSION CONTROL MUST BE STRICTLY MANTNNED
IIDURNG CUT AND FILL OPERATIONSE.DISTURBED SOIL SHALL BE STASB.2ED AS OVICID_V
,Ey I AS PRACTICABLE.WHENEVER FEASIBLE NATURAL
J r/a Al'Ill VEGETATION SHALL BE RETAINED.PROTECTED AND
1 IA2IMIN)TICK FOOT TYPE S-III
SUPPLEMENTED.
ED.
�� TESOMME
F.TEMPORARY VEGETATION OR MSAGHNO SHALL BE
I I11i6COLC ®COd1fEA(YERFiDE MAT) EMPLOYED TO PROTECT EXPOSED CRmCAL MEAS
1�E PARCELACAJFr A.27 I I' VETERM EO 70 A MAXIMUM DENSITY As WRING DEVELOPMENT.PERMANENT VEGETATION
OET9Y®BB 10. T.O MIO STRUCTJRAL.PLOSION CCIETROL
'FM WTI LER 100.
t ^I PROPOSED IEScar CE E.0 G MEASURES SHAH RE INSTALLED AS SOON AS
eiFmem 4.
12• - PRACTICABLE.
W, pFOpODEOi FEdF1 I
..- 12�
%//,i//.••�•�—_ H.ADEQUATE PROVISIONS MUST BE FRONDED TO
W .I TI MNMIZE DAMAGE FROM SURFACE WATER TO THE
x }R �:�: '���:,�= CUT FACE OF EXCAVATIONS OR THE SLOPING
[ilea
SV ml .'1:�:f:1: (:I :I SURFACE OF AILS TO THE EXTENT NECESSARY.
CO I S _,•_I_•_I_I DESCENT IN RUNOFF WATER MUST BE TRAPPED BY
I bb 1-B=1C11=j_71 R 1111 I=I-I-II- THE USE OF DEBRIS BASINS.SEDIMENT BASINS,SILT
11=11=11=11=11=Y Il=11.=11' _I=1111 TRAPS OR SIMILAR MEASURES UNTI THE GLSTURBED
I=a=IKII=11=1111-11 =11=I=11 1
IL- 4g0
AREA IS STABLIZED.
w7 ; w Y-I1o11=11=11=II-II=IT=II-II-Ii=
II II �" 19;•:1 11 n�PSFP RIA!
y I IF-_i= e=1I=n=R=�i_R L CUTS AND FIEROSSON AND LLS MUST BED RUNOFF FROM
N SSRI
UCH A
F1-7-4V I I OEs NOT ENDANGER A IJCS* PROPERTY�
LO =aO1BEOOE TEMINEO
.A814.MAMMA T IET6Y® J.FILLS MAY NOT ENCROACH UPON NATURAL
BY AA8RT.0.T•1E0 MONIED PROCTOR WATERCOURSES OR CONSTRUCTED CHANNELS IN A
1 1MR1 LM 40. MANNER SO AS TO ADVERSELY AFFECT OTHER
PROPERTY OWNERS WTIOUT ADEQUATE PROVISIONS
R AN EQUIVALENT ALTERNATE SYSTEM WITH A
OUTFALLPOSMVE
ilsi, ..." ...lit. ir \/ \� NEW PAVEMENT DETAIL 1 '—^P. FOKALL R.O.W.EWATERWSTREETS AND
SIDEWALKSSHALL BE BUFFERED
VIVANT,(20)
1 ).
FOOT WIDE STRIP OF GRASS CA OTHER SUITE
MEANS.
L GRADRO EW IPMENT MUST CROSS Fl01WEG
STREAMS BY MEANS OF BRICGES OR CULVERTS
EXCEPT WHEN SUCH METHODS ARE NOT FEASSLE
ANO PROVIDED IN ANT CASE THAT SUCH CROSSINGS
— —O MP CONCRETE PAVERS PER/u RA C 9S6 ARE KEPT TO A MINIMUM NO SEOEENTATION
— J1.---a DRAINAGE PLAN— MAINTAIN ,FILL LJNES PAVEMENT�' �" CONTAOLDEVCES ARE PROVIDED.
EDOLCUT PAVERS M.MAV&ALES OR FABRIC FILTER WILL BE PLACED
=ALE:1'.1C BEDDING MO SAND JOE'S PER ASTM C 03 MOUND ALL OUTFALL INLETS PRIOR TO
AND ASTM C 1E4.REDOING NOT TO EXCEED 1 I? CONSTRUCTION
THICKNESS LOW AMPLITUDE VIBRATE CAPABLE OF
LEON -000 FOOT-POUND.75.100NO
100 HZ-DO T VIBRATE
B FT OF UN RESTRNPED EDGES
S'COOUINE BASE..40 LER
Em.....---NET ROWFNISH ELEVATION PER RAN
—s— Nem WTlMe .,
.. - TRwIS PADNNPeR 3PM.JNO FOR TYPE a SILT PERM
® W.. To RE
°"°"° ""°" TYF.PAVER DETAIL
Ian NR9MALT.LMUM NH3TE PRawiYMGR$B01D1OIP%NI NTS
PLACE MLT FIIDND AmmoPIEDf1E POR....
_•EETDPmmRORP
POST OTOWI. DILDOS POST POEIIIOIB
WOOD2•?,r WN DIA\ , •
am I lir �ILIIIENINCi I
CisTvr.11? a
STEEL 1 A LIMPT. J �y RIC EM 0 FUER MEPSO
I
la 11 f lunar
IEROATFOI NOM / 1
1 KIRO FINEIGiPMDA0E1E0611NO01IPI11LRM1BPFKINTINSTAIEDELTPWIO1OR IONIMI= DRAINAGE PLAN �w
FDOT TYPE III STAKED SILT FENCE GRAPHIC SCALE , emmlA�jL? LOT A.27
SIC I In1w1w ammEmale J OAK LANE TAP
_ CAPE CANAVERAL,FL
jMEMO
EO TEE'` IED
DRAINAGE PLAN AND DETAILS �'"D
PAD OAT( a^.TsoYz 1aPa