Plan 125 Jackson Rd 2011 Sign qN tsd�b �,tN�IlIlT'ti F4 d 1>ri eiu ''� tY� g0.i :�;, yl.;et
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N89'26'40"E 100.00'
- - - - - - - - - - N89'26'40"E
CCoN ET "EAD xtt +I r- APPROXWA' TC%'(X BANK •0 5.0 115.0' a' 10.0'
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g1i ate DITCH +
YI! �4, ICRETE
mid - ,, 6 _ _._. -i- SRI N DWALr.
_ 1o.S4lY LtPC - _
SANITARY Mr I Q
N.RIM 11. I Z
1HY,NE-@'t '
INV,S. -6.6s I (I
INV.W. -5.7 -
is i I
125.00'
F°
it 1 110.00' - - - - - - - - - - _
I fl
!t DRAINAGE AREA
fI
0.78 ACRES
NOTE: RETENTION BASIN- i I i Ir+ ST-1 gl X CONCRETE FLUME I
SHALL BE PRIVATELY I ' I!{� ! TYPE 'C' INLET (SEE DETAIL)
MAINTAINED. a TOP ELEV. - 12.50 �)
I t iO4 4x Bs a,fi 2 FT WEIR AT ELEV. 11.40 120 LF OF ATLANTIS
1t,ix
�+
it
7.6 INV. ELEV IN 8.50 (E) 6" DRAIN CEl1L4
ii 0a a 9.e INV. ELEV. - 8.30 (W) 12" SORWO9'w 229.97 l(FIELD) 6" WYE AND 20 LF OF w 6 vvO PIPE -
��13 1 20
IRDII WEST 23 .00' PVC HEADER WITH CLEAT
MET + II a um9 o.s 25 LF OF 6" PVC zq AT INV. ELEV. 8.53 Folw N"
t�'x 1. t 11 PIE. U M72
8 LF 12" PVC -� + 11 _ ,.� _
+ (; ~� �' CAB E RI
I II631E----
+ - -
N' x,,.. __ _- _ -t�TN7"TIO�I BA;s�N_ _ ___ ____ -_4_F__= s ______}. f Y
it ,,..li II I1 II I1 1 C-- - --- 126 - - - -�rro 5� L1'_ - - = Lil
ST-2 I Ii t i i I III I l,.yl
SITE AREA SUMMARY: TYPE 'C' INLET ; ( „
TOP ELEV. 11.40 It YI!• - ------
il II: II 11
INV. ELEV. - 8.27 N.S,LE I It, °011 t I I I r I I 11 + I r
TOTAL SITE: 43,306 SF ( I
lil JiI� I 1tI II I1 I I ` SUBAREA
* Y_
TOTAL SITE LESS 11 Ili It it 0.23 AC, I 1,
JACKSON ROAD PAVEMENT: 41,208 SF DRAIN LF OF ATLANTIS- ;
DRAIN CELLS AT 5 FT O'(C•i €i c3 11 III 1 1 t I t 1260 I
t � �JN .�
� 12.
�'I: II 11! 11 II 1 � IT
EXISTING IMPERVIOUS AREA: ?,.fix " t' J I u if 1 Ry ,r
I II! 1 1 I I�I I 11 I , a U 1 4 t,
BUILDINGS: 2,563 SF - Ii t 1 Fit 11 1 3 BOM I
PAVEMENTS: 734 SF U! ;I tE 1 1 I I 1 1 1 1 ! ,' 12.60Y -
TOTAL: 3,297 SF 11 t 1 t t r.11 _ - i , 13.10 EF i Y„ . I ' r 1 B
�XfSTNAt6 PERCENT tiviPCRVI.OUS: I t� ,, � t`f9 ��
I I 115 IF I1 '6 s,
, x I, I I I 1 R V �9,Y ,
MCI 1.
3,297 SF / 41,208 SF = 8.0% o u I,{ L _ ,_, p
61'pt -- - -- - aD «
tic: - - �!^ - - �:� m t• 135 CO
-
PROPOSED IMPERVIOUS AREA j IICOI1 ~ 4 6" CLEANOUTS -
ua011' NV. ELEV. 12.2 x , �'; i __ 128
BUILDINGS: 7,806 SF SILT FENCE (TYP.) t� I �• x,02 8.53 12.5
PAVEMENTS AND SIDEWALKS: 8.440 SF n 1 - F--------
TOTAL: 16,246 SF P S Irl=-t Iova 1 t,.. t 4320 ' Z -
- - 1 12 z
PROPOSED PERCENT IMPERVIOUS: j _
,•� �, Oji d a elf'_ M,'�� /]
i I IIvj�.
16,246 SF / 41,208 SF = 39.4% ++ I UNT.,1 N }
12.90 Y
1 I �tf� � � ,� M
it I '' 2� Y ,.,.I O t t � , = T `. 3 BE 0011>�
- �$ 4,0 13.7
RETENTION BASIN CALCULA•f10NS: ROUTE ROOF DRAINS 11 ,+ N 3,6EDk06M t 124 1 H z 0 W 1� 20
TOWARD RETENTION It ,t, � " �� �" �
BASIN (TYPICAL FOR I Ii( I a -1-1-0-0-FF I 1 11,41100I i f ,V 5 �P 1370 FF
VOLUME REQUIRED: ALL BUILDINGS) -
` / Y AA
VPOST = CA(R/12) tl t t' "' 1 �l ,. 1" /
..` .�I I ��.,.�,.< X, 12.9 `
(0.52)(41,208 SF)(9.3"/12) 16,607 SF I> ( i t �, I - i / _,,,�� d
,kY -9,28 2. LIES ,I t3• ,� x F nt
12.80 .1 Ms MET
I � 13 U
CA(R 12 D'O''";'
VPRE a CA(R/12)) CRATE NV *tam t Lip 1 E r 1.5 -11.57-7 132 _r114 r
(0.27)(41,208 SF)(9.3"/12) _ -8,623 SF '"Y `}'H35 �`�115x ,., 1
:NV.Si -1. li 125 1265 12 xs3o
ANY NW -B.66 ... 'i t! & - t i•' kM { '
TOTAL VOLUME REQUIRED: 7,984 SF _
E EAST 198.00'
�wARo Posy(rYP,cA09
NOR LINh�EPSON ROAD: 7n p N ++ f2 �, o sERY�E a x�2 Ea
�; ,....:
n. , 12.77 1
VOLUME PROVIDED: i SANITARY it 'P� t SOU111 u _' n 13.15!
si
ELEV. 10.7 5,010 SF' ,, � _
DkABtE c 1 "'�7 1 1 � _ �_ _ - - - - - ---
1,582
-rte_ -
1,582 CF x12.06 ;, 1 c"Y PRE E ST 230 0 TLJS FaRIo
AT ER MARKS t 11.75 29.96' FIELD � � R PLAT) Owl•Les
ELEV. 11.0 NAL
5,534 SI WATER PARKER _ _ _ _ 4 13 so
6,427 CF t w - I III-
6 x11,7 OWATER 12.3 ❑ CABLE RISER T M X �^
ELEV. 12.0 7,320 SF , .. _ ' tj8 4 __ x tt _SER-_ J wATEa 1 wArtR - - t` 4- - �X 1 4
��..,,,,,,,,��,,,,,, 1� i METER •CHAM t�NK fEHCEI x52.6 � '1Jt^bC
4'C++AtN UNK FENL'E1 6 ! • xi S i CNAg1
UW FENCE METER t iwOOD POW
4.0
TOTAL VOLUME PROVIDED: 8,009 CF 1 a { �t(1 SILT FENCE (TYP.) 1; 1
SET BENCH NARK: NAIL e: li POINT OF BEGINNING
OISK (L83672) IN PAVEMENT.
ELEV. 11.75 N.C.VD. (1929) 1 t DROP INLET
i l IRATE .10.93
NOTE: THE EXISTING JACKSON ROAD PAVEMENT NY.(E) 7.93
IS NOT INCLUDED IN THESE CALCULATIONS. II "Y s 'aoH SET BENCH MARK: NAIL At
DISK (1.83672) IN PAVEMENT.
ri N.G V.D. (1929)
City of Atlantic Beach
Planntng and Zoning Department
Thh1 approval verMee IDompMnoe W Mt appMdble A-)
zoning, subdivision and other local land
development regulations,but does not constitute
approval for the issuance of permit. Compliance
with Florida Building Code and all other applicable
local, State and Federal permitting requirements S IC N g
must be verified by signature of the City of Atlantic
Beach Building Officlis p to the issuance of a
Building Permit.
Approved By:
o v o meM Director
Date:
20
y. g;