HomeMy WebLinkAbout2004 - Grading Planri
IA N
w
xrr
STORM I)RAINAGF, PIPE CHART
�,, -a,.
INVERT ELEV HGL ELEV (25YR) .. .,
IAxC. PIPE PIPE PIPE -
STR. NO. STR. NO. PIPE PIPE DRAIN i AxC, „#°/
r�
{ ✓, - � o � oho �
C Te TOT, 0. OT DIAM. MATERIALI n UP DOWN UP DOWN J
FROM TO LENGTH SLOPE A I /a'� CL7
r \ W 1� �Q
25YR M;'
s(DwcB) 5(DvvcB} 170 0,50 0.91 0.95 5 s.9 o.s6 b
.86 7.69 7.69 24 HDPE 0,010 20,79 2.45 13.07 12.22 17.22 17.10 ,. "; f - z z
,010 8.39 2.07 12.00 11.43 17.16 17.10rA
8.9 I 0.28 ,1.14 2.54 2.54 15 HDPE 0 « « "�
5 I 5 DWCB 57 0.40 0.30 0.95 5 3�"`
4 10.80 10.36 16.89 16.77 � �
5(DWCB) 4(JB) 111 0.40 0,9t 0.95 5 $.9 0.86 -01 7.69 17.89 30 HDPE 0.010 , 33.57 3.5 ` y
r.. ,
«.. ✓ `.
4(JB) 3(JB) 324 0.50 0.00 1.
--- --- --- --- .01 7.69 17>89 36 HDPE 0.010 54.92 2.43 10.36 9A6 16.68 16.55
t.91 13.17 12.24 16.85 16.71
9(DWCB) 8(DWCB) 223 0.50 0.40 0.95 `` 5 8.9 38 3a 3,38 3.38 18 HDPE 0.010 9.54 z
! 38.04 1.88 11,33 9.56 16.65 16.55 _ '- "« �� tJ - �� r .: ' Z d° 0
8(DWCB) 3(JB) 326 0.50 0,75 0.95 5 8.9 0.71 X09 t 9.25 12.63 30 HDPE O.Q10 - ~« co
« -..
` r- LLi�""..� !t'1�' ALL
--- 1.09 3. 12.63 27.59 36 HDPE 0.010 47.32 3.47 l 9.06 8.50w 1bk38«
3(JB) 2(JB) 188 0.30 0.00 - �� » ii.
- -
74 10.74 24 HDPE 0.010 20,79 _ 3:4.2' 12,75 12.19 « «1'6 6 �F2 « r „ ,' ~" : , N , - '" - r • '
11 (DI) 1O(DI) 112 0.50 1,27 0.95 5 8,9 1.21 1.21 _ �m ». r^� � ._«„ r„- «
,
« r �
«..°t tom` ...11 47 16.28 « "
8.9 1.19 2.40 �.. .5 �, �t.3fi `�3Cf„ HDPE 0.01,0", ...37:'70.'_ «. � r'� «r✓` � .>-M "'M`� "•-'"- .. ""r- �--` `i'..^' �
1 O(DI) 2(JB) 44 0.50 1.25 0.95 5 `� . „.�,, i °� W f
„ . SITEBENCHMARK
:
♦
_.._.
- ..» 0.010 132.00 3.39 8.34 8.00 16.04 16.00 _w �`. w"=rr �t-. p;$'
2{JB) 1{HW) 68 0.50 0.00 --- --- -- 2.40 5.50 21.36�`� i� "" I I « - '� POS
ETOL,.rte.,. .--•- ydpw.
...... .•-•-• �,. wew ', ,..,,,.....» ..,, « �...�„ac..' ✓ +"`� • sem'~ �� ^^� "•D .3
.............._ «.sY. x ;gip ..•«rti «ar« .+«,,. ....« «„, » .,,, ,„,.......- „•; ;« ,...•.' -,-- �f } "" „ �« I, ::�f :£:. /�
b
{ «
-.-,-,,. `.'^.pvs• rA. •. r_„„� •""'...n'- F YWw,u-i"evME^"' % ......... ... - ..
«„. 51.1.„.^•�.--,,.,„„..:.«...�.«.r ,,.�«�«,.....«„«-..., .«•�" "°"„-• H"-„' », 4. .. NTYU
�� ax_.
7 _ p�
c® _ P E
(i W l ., .,.,- oew "°va .. ..'""",r },,; 1 "` '^.-•.- ,..».........-,.,,,,.. /�
,•� . < r ...: 'a,« iii
�y $ }may `+}
ESRC-}s",�� ARK ^� '".t..` I ✓...^«.••:' - r *°r'"`. �' '.,i•:�' //D
,.w« w.....,w.«..,,w.«. •,...»w,wme« -., .. S'.`..""." _
p ¢ ��##gay, �^ _
Tr
wow ii "" .i"' r"'r _ °w.,
-- DRAINAGE � -DRAIN E
-
i.
✓..: r♦1 _-.., w +T• t, 1 _-- EASEMENT LINE - EAS IIiIE�
/I.3
_.._ _..„
„ ... t
1-1
r' 1 ;
.� {jI STO R M NATE R
-I. E, li5� 6.11-
---------� -:: ' 1 � Y ?�o_ ;' > MANAGEMENT
TRACT D
STR B) 0+68 ` ..
TOP 1 .50 ♦ \..
S 10 (p.l.) 0+4 ? STR 1 (H.W.) 0+00 aF
I LE- I 3 .50 P.E. 8.00
a»p, GR TE 17.00-
7# j LE. I 30 1 .47
iI.E. N 24 12.19 t I G 1 \.T NOTES:
) I.E. OUT) 8 .34,
_ _ I.E. OUT 3,Jr--11:'69
1-0,NCRET� VAS. PUPr's. .. �......»...... £
3
777 N ASSOCIATES N ,DATED 12/19/03.
r1 5, [
u. l` (1.2 AC, 10.57CFS) 1. REEK GEOTECH REPORT BY ARDAMA & A CIATiS 1 C.PROJECT:
II i iC` r a ISLANDS '; i - t;. ; I ( - _ _ - - - - - - -
r ANOE Y - 1� I.) 1+56 TOP OF BANK /
CURBING _ • '� Imo' cas r ATE- 17.00 - - EL. 16.00 � /
I..I SrJ's'i3 ,T ;,... /` - 2., ALL C((��TCH BASINS, DROP INLETS, OR OTHER DRAINAGE STRUCTURES SHALL COMPLY WITH
E ST'STANDARDS APPROVED AND PROMULGATED BY THE OL,ORIDA DEPARTMENT OF f
11. PCLL`S '�y=-3 f ,�, I.E. 12.75 17.00 i ' SEE NOTE .00 ' { S H L/ P S
a 24 'I' t I (1.27A`, 1074GFS f { ) TR SPORTATt N.
18.5` § 1 r Phut 9 " I ` _� °
FSAISI 7 1 t `' ` 12 24" 4 r' ! 68 1'F 0 48"
€4" M - , ; Fj
J I r e , 441 LF - 30' :HDP 5 % RET1� T 1•
4 r^u # H PE 0.50% §1 = '� / 3 ALL CONC O HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI.
_ M
i •, < r HDPE sly 0.50
I :.I 4�L1 (z3 `-, �a f"W -4.
♦, i \ 4. AREAS TO RECEI FILL, FOUNDATIONS, SLAB OR PAVEMENT SHALL BE STRIPPED OF ALL
• - .o -
I ..., CANOPY ril I �t r ) ' }y ORGANIC MATERIAL ANTOPSOIL, AND PROOF ROLLED.
O El" HAf'.,., !° <. I° r 5 i • AS U N
Its J ° i : t'{ai „ ` ..
''.. _--r�q£2 TALUIDS �'� /�' .. ALL FILL SHALL BE FRL� OF ORGANIC MATERIAL AND SHALL BE APPROVED BY GEOTECH
I,.1 '' `y ' CONCRETE EN�NEER. SECTION G °
I .' '
6. STRUCTURAL FILL SHALL BE COMPACTED PER STANDARD PROCTOR DENSITY PER ASTM
TOWNSHIP SOUTH;
(I•' • N t '1 ;TORY :� r { �r p_ �n ' I I ! D-698, 'AS FOLLOWS: * '
A: BUILDING AND PAVEMENT AREA ♦98% OF SOILS MAXIMUM DRY DENSITY IN AREAS IN THE RANGE 3 8 EAST;
UPPER 2 FELE' BELOW FINISHED GRADE.
CITY
T
i' % ♦ B. ALL AREAS (EXCEPT'AS NOTED ABOVE): 95% OF SOILS MAXIMUM DRY DENSITY.I i Y CE SEBASTIAN
....._..'I'� CED
° r-- ' C. FILL SHALL MOISTURE CONDITIONED TO WITHIN 3% OF OPTIMUM MOISTURE CONTENT.
INDIAN RISER COUNTY,
I ..
STR 8 DW.C, 3+26 t g� r,..«_ 18 LF 36 HDP ® 30% IT E
TOP
�•,
7.75 ° -_.. 1`n �� F� :' 7. CUT AND/ORCL SLOPES SHALL BE NO STEEPER THAN 2 H :1 V .
THROAT ;vI2TE .1,i�
r.: i'♦S i B row ° ' AIC pm ,. c• I 4�
LE.{IN}t8 3'aL43 -� LID ,� »
(,;( I tEA ;r U .T Ia??X M ' 8. ALL FILL SHALL BE MONITORED BY A GEOTECHNICAL ENGINEER.
E.(OUT)30 11.22 tAREA—-, I /
WAS I I '' � ;� I � 7
(0.75AC;,, 6.01 CFS)" 9:", ALL DEBRIS FROM CLEARING AND GRUBBING TO BE REMOVED FROM SITE.
�{CURBING IS ' ^ SUAIR PUMP �
1,6s t'•011- HPIPE rP GSR'.' r7I w 1 r I wy r FOR:.
w h `aL•t�I l.fi��Pi :>t"•?3:..F`• I ....': i T
s t f 10 ACCORDING TO THE FLOD INSURANCE RATE MAP FOR THE CITY OF SEBASTIAN, FL, MAP
« -» I i! { ✓ " " " `..♦'♦ NUMBS 1208100078. E, :EFFECTIVE DATE OF MAY 4, 1989, THE SUBJECT PROPERTY LIES
11 s Pam 4", � � i � - EE��,
' `""' ENTIRELY iN ZONE "X,' DESCRIBED AS AN AREA DETERMINED TO BE OUTSIDE THE 500 YEAR
I t
.. L
�.' , r SANIITARY I t u,, -
`\
FLOODPLAIN
_ '♦ ,'� i � 1 STORMWATER �.�,N�?,»L ,rll';R. L3 „ w i 1 ALL STOR WATE FROM THE PUBLIX SITE SHALL BE DISCHARGED INTO THE ADJACENT
� « -•...' «» : .. •• x 1 1 r t `ALLIA"CE
STR 3 (J.B.) 2+56
END .�... , r €% t��� � � � 1� -� � . ;C L. � _ SLY
« r 1 TOP 19.38 M (TO
_. 32 LF - 0
`'., SEBASTIAN RIVER LANDiNGS� 5TORMWATER SYSTEM LATERAL D CANAL, PREVIOUSLY
I t « » _'�;' 4 1 = LE. IN 30 9.56 4-061-85595-1). REFER TO STORM MANAGEMENT
`,... PERMITTED UNDER PERMIT N®.
E 1 �♦ w - • - _ -w...
Nx
HDE 0 0.5% j /14
I.E. IN�36 9.06CALCULATIONS, BY MOSBY AND ASSOCIATES, INC., DATED APRIL, 2004. REALT I.E.OUT)36 9.06I __ - SERVICES
I 1
L.L.C.
it iS N0; Ri :a:Ut- I 223 LFA - 8 1 I }! T 3500 PIEDMONT RD., N.E.
HDPE® 0. % ! , ' n '
Maio
fi. S ° �% ...,.' I i f , { c' L•, �( t . fit � � t t v 1,SUITE 105
F}
SEBASTIAN RIVER ATLANTA GA 30305
I(_ I f , 4 � • ,. + 7 s, ' 4 ," '``fir w ✓< ` �-324 LF - 36" HDPE 0 0.40%
21.95: I 21 - LANDINGS - 404-364-9054
s IZE 1
11 I _PON DEVELOPMENT
OPENING n 1
4 »11
I •.. r t € IN CURB -
I 1 s.72 +' iB22
2' WIDE
. 3' W CONCRETE {
THPOAT 16,92r=' FLUME
I.E. 13.17
j (0.-OAC, 3.38CFS)
l !
F. F. E. � 2.0
I
F F. E.1 9. 0 _ r
4
f
r
I I �
I I,� « � 3 1 f ...................._ f „REVISIONS
III �/"'' }�:I_ I ; ' E '� -
ICI 1
� # 2F my i t � � I r19.4�} , i C J
If w..... _
r
� ,•---»»„,», 21.95 �• 1 �
{{ =l ,j„ sa J ( # Q• f C 2�'�2` STR 5A (D.I.) 0+57 f'
I Ia.ou
Q t f GRATE 17.80
' I ....J # jt I.E.15 12.00 '
C .54CFS - "
{O.30A 2 ) � 5� LF 15 HDPE
I
18.27
..
S
:'` •♦ ;3 I t 1 b"E < `xs... i . a 3 STR 4 (J,B.) 5+80
1 TOP 18.75
(y :i ; I' _ I 170 LF - 24" HD ,• 11 Lam% 30 HDPE LE. lN)30 10.36
�'
js.15 ....,.:'' 0.50% 1$'•�4+ � � E � I.E.�OUT)36 10.36
11' � � r.». � • . ;'� 18.20 <
- lZ�$4 ,..^M�_
• r I \ /'"1 . tel
f 7
11...I �} r { i I w _ ✓`.., 1 w 1 Tf2"6i (DiW.C,r 6+91/ t fj h,
g x ; I / ♦. t '" i STR 6 %' .G, .)i 8+ 1 ! to
TOP $.00 f
' . ! ✓ I i'`f TOP • 18.0 t r ✓'` f
t ? `♦ � t �'HRCIAT 17.17 � ✓ 1,
11 I I ....� T.E. IN 24 2.22 I
I . I - \ i _ i LE.(24) 13.07
LE IN 15 11.4 ' �✓ �,/
I ..: } 1 (0.91AC, �g> S) t f 1�S.ik( UT 30 1 5 ✓ -
_........_........_,......_ _-�r �:� - 2004184C.DWG 05.10.04
-... ».-»»,....-......._.�.. �, ,:�s�`��'.�..__..»,.,,,.".--..,.,..». M._,._„ _ •- _. �'. .-4• 'fi 8.35 '''
moo i
Fl�ORIDA
PROPOSED STONY; POINT
AN GRADING
F YOU D 't .�._.
CALL U FIRSTi k. >7-„..„...... ............. ...... _. _ ..- _ „.„ -- ~ r'�f , f _ - d ,
1-800- 2-4770
_.«.._ .': w-....«» .- PLAN
2 0 20 40 80 160
UTIIATIES PROTECTION CENTER
SCALE: 1"= 40' C*21,1,