HomeMy WebLinkAboutPAVING & DRAINAGE AS-BUILTI I I I I
I 1' I I
i i 1
I EXISTING DETENTION AREA I I
1 I BOTTOM EL. 9.0 I
I I i
I l
I
i 11
I 1 I II
I
SD#4 ✓'
CONTROL STRUCTURE i
TOPL_1.3f3o 13.49 '
\ \ E INV EL. 8R0' 7.98
INV EL. 8:80' 7.97 i
XrL.F. 18" EED ri ELB8d�97
9n CPP @ 0.00% O o5RFLOW EL. 1a-90 11.48 nnpp,
M FINV. _ /� PROPOSED
,-&tT ®IRRIGATION
7.96 4 'A 0 WELL
$ g9
�0 I ?0�''(8$9.0 - �9`' 13.48 �/ 3.f
I� I CP 1 I
c { 09 I
/ I E 10 DRY j0• I 9� 1 010 131
c3BOETENTIAREA08 14`t'D 13.49� OpP @0y
I I'`fl3` 1 BOTT°i1i,'1 I 4 h' DP 1�.
09^ I•�\\01 Ig9NEL.9.0OM I� �9�' ( p Yi" b -_� 13.96
m 8
N \ \ s99 \ qp
a \
\�#\\ 149• 13.47
\ \ \ db\ 'h .a �Ati 13.66
\
ES INV.97
7.95
-12
\ 0 •o' 1.3.66 13.97
1
on_2- 1' 1
LEGEND
EXISTING GRADE ELEVATION
T/CURB
+°
21 50
PROPOSED ELEVATION
21.00
(H.P. = HIGH POINT)
B/CURB
AS -BUILT ELEVATION
iO
PIPE INTERFERENCE POINTS
RUNOFF FLOW DIRECTION
PROPOSED CONTOUR
_
ELEVATION
FDOT MITERED END
SECTION
Q
Z
I-
LL
J
W
LL
J
w
J�
3
EX. GR. EL-9 1 ,
I
JFK PROJECT
DETENTION AREA
BERM
12.0
1L
3
GRAPHIC SCALE
PHASE
ONE
BUILDI
G
F.F.E.
13.10
(UNDE
CONST.)
FUTURE
BUILDING
F.F.E. 13.10
AVING and DRAINAGE ASmBU
\�\
11 1 I I I
II I 1 I I
\Y'
it 10 i II
Il a4'=0 1 cc=o l--� 4_=0 � coo
12" 0 ADS YARD DRAIN
1(----J--- L - J____L___.
TOP EL. IA-.W
1.77n
ATCH EX. GRADE EL.
n^1' 13.59
13.59
•
260•L.F. 18" CPP
1
li O249.85
2
--
-
- -------
- -..
_IZ919 --------
INV EL.
7-98
/` SW INV E
&4Rr 7.97
N. INV. EL.
. 9.79
30 0 15 30 60 120
( IN FEET )
I inch = 30 ft.
NOTE:
ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE
BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (N.A.V.11.)
TO CONVERT FROM N.A.V,D. '88 TO N.G.V.D. '29, ADD 1.48'
TO THE N.A,V.D, ELEVATIONS TO GET N.G.V,D. ELEVATIONS.
SECT A
SCALE 1"= 3' H
1"= 10' V
3' V
INV. EL &0
. BERM BILTMORE PROJECT
MIN
EL BE DETENTION AREA
� � I
1
3
EX. EL. 10A5k
FX. Gg, FI A,g-/ I (MEET EX. GRADE EL)
I
■
EL.
_j1
3
SECT B
SCALE: T'= &H
1"= 10' V
5a
OLEANDER AVE.
1 2.1%
Sv TOP_
\ EL. 12.40
`IX CANAL EL 11.=�
TO BE FVIID� EL10.7�-
EL. 10.0 1 _
MCCIRADE EL. 10.0'3
IX BANK �
I SLOPES(TYP)
\ \EL. TO 1wZ
Iz
SECT D
\ / CANAL BOT. EL 5& SCALEV= 3'H
I I
I I
41r CMP 0.00%
INV. EL VARIES
5.00- 4.78
37
10, N.S.FR.W.C.D. CANAL#14 RIW
/�EL. 13,75
DEL 13:50
I
1 52
200.00'
BUILDING #2
F.F.E. = 14.00 NAVD
4
ii it I I I I I I I I I ii i t srs,lox 6 I i i i i 1 jj
I'=m 8L
II
II v _,
on ^ry 12" 0 ADS YARD DRAIN
TOP EL. 14,95 11.91 n" nti S 88109'i6" E 600.07 nti
s�-(MATCH EX. GRADE EL.) �-s-
81 0 13.91 13,91
N TOP EL. 12:70 13.68
E INV EL. Z,FA`7: d� 1
13.92 W INV ELJffU 7.46 1 13.93
--- --------------- --_ -------------- - -- ---- - - -_s. -
--------I+Pr----=----------------------------�-''----------------------------- --1+:P--
174'L.F.18''CPP@0.00% EINVEL.8,96'7.96-'H70'L.F.16'CPP@0.00%
W/160 L.F. EXFILTRATION W INV EL. 86G Z96 W/ 160 L.F. EXFILTRATION
13.97 13.57 N INV. EL.9-7Q8.97 13.68
e� 13.98 13. 6' 13.97 ^^^
230.00'
a BUILDING #1
131- 95 i 1 F.F.E. = 14.00 NAVD
I
MIN, BERM
EL 12,0
I
I
�J1
3 3
G13. EL.9 fl-
I
OLEANDER AVE.
(C.R.605)
100' RW
20' 10,
EX, EOP EL. 12.8�
EL, t2.7�
FDOT /
TYPE 'C' BOX /
/ / I
EX.
WA 8" PVC
�i WATER MAIN
17L18" CMP
® 0.00%'
INV. EL. 9.00
I
„
II 4�
�i� t- _C F I � 1 _4r � � ! 1 II -C • -
F ♦-I / / i 1 1=- I 1 / ♦ ♦ 1- ♦Y
1 ♦'Iy1 I I I I-/ / 1♦♦ 1 1 Ii1
' r17 �#IIyIlIIIIII III -
w�.
1 1 I'1 / 1 1 ICI 1 1 1 Ij1 I •=1 ,
• '• r / •eI I I I �/ I •Y I IY '
'1Y ��� III'"1 / I I / III ♦ / I I-/ � '" `��
1 1 ••1 / I I i-I I I I F 1 1 11
„ a • � „!CI�1�1�/�I�I�I�I�I�I�I��i1:I:1� :• •u•• „
I -•
BILTMORE PROJECT
PARKING AREA
15.00
3'
7'
T 3'
JFK PROJECT
EOP
PARKING AREA
EL. 13.90
EL. 13.90
14.00
PROP. GRADE
F
,3.00
EX. EOP
1
ILL
EL. 12.30
EX. GRADE
�_
3.70
W
J
W
1
EL. 12.001
11.00
(MEET EX. GRADE EL.)
10.00
TOP EL. 13.50
ELEL 11.10
2.25' 8"
w FCl
LL
ma
0
18 Opp UO 18"CPP
INV. EL. 8,00 J INV. EL 800
Z� N O Z�
v EL ]50 NEW
8" 2.25' BOTTOM
EL S50
S D fFY SCALE. v w: J H S D #4
3'v
CONTROL STRUCTURE WEIR PLATE
TYPE 'E' BOX
CROSS SECTION LOOKING NORTH
'S
T
L11 _JII PROFIR
I EXISTING
IH��NT O I I DRIVEWAY
YDI
I (BY OTHERS)
'---------------- 1 I II I I - �'� I- I 1
4 P 1 --_ _ - --------------
I NN I.
-- r- r-----
------------
1330 PROP. DRIVE R I I r
CMP I I
R
CMP 1 .40%LT I i
(CONN. TO JFK I j I
PROD. CMP)
I I I 1 I I I
'BENCSD#6ILc==_� __-�=�I_ELEV. Fi(II M. 1A3R.1K2I______ TOP EL1DAw 1 .48
W INV EL. 97 N.A.V.qI 198
e5
III IIjII
I
N INV. EL. 5,W4.98 '
?92.60'-r 1 iF i i
S INV. EL. S:6C4. 7 I I '
2e7L.F. 16" CPP @ 0.17 % `II I L ----------------
QeffL.F + I 1
1 I I
MES INV. i I r- -------------r----
H.P. EL.9.W 123.3 i i I
1 76 8•95
�3.64 '
D#1 I CMP�O.Op% i I
OP EL.'12t00 12.97 112.64 I I a
W INV EL.&W 7.97 13.7 m 13. I
13.96 '
12.62
13.77 1
1 77 I \\
N N 23. 0 MES INV. g SD I „ L----
.F.1 N18" EL. 9A0', a TO EL.
tZ-37
�� C P� .00% 8.95 I NI EL.898
o, U - I I S I EL. �80.8.�7
TING
DRIVEWAY
3
I II
-_-___________
I
MES INV. h5 I I/'\B cHfJ�RK-
{- ILO E).EV.=1'�.73�
W/GRATES I ID NA.V.D. 11B8y I j
E L. 4:78' .76 I I
(FDOT INDEX#273)
I I SV I
I I Da IIV N �w
3
J mw I I I1 �0 I
�5 3 1 J
��+ Z L I I I LL ----------
'a
I ^ I I
EXISTING I
ZI I i� IDRIVEWAV
17 I '-----------1
Lu
I
m
CATCH BASIN SCHEDULE
FINISHED GRADE EL. 13.00 MIN, BOX TYPE
r4. STRUCTURE ELEVATION FT. N.A.V.D. .. PER F.D.O.T
NO. TOP NOi.'; H -AST SOUTH WEST BLEED VERFG7 INDEX 232 COVER
v
13.00 - - - 8.00 - - C USE 6212
OVERFLOWPI.. 11.W
13.00 9,70 8.00 8.00 - C USE r412
13.00 980 a0d - SW8.w - 440 MANHOLE USE 170-E
SD fN 13.50 - 8.00 - 8.00 8.00 11.50 E 'USE 63W
a CONTRCL STRUCTURE
• „ m SD 115 13.70 - 7.50 - 7.50 - - 4'0 MANHOLE USE 170-E
18"0 x'• < JUNCTION MANHOLE
CPP WATER TABLE SO N6 10.50 5.00 - 5.00 7.00 - 6'0 MANHOLE USE 6212
;- EL. 8,00 JUNCTION MANHOLE
SD fF7 12,40 9.00 - 9.00 - - C USE 8212
BALLAST ROCK NOTE:
;TRENCH Vd,D,THi�. •`I��',;.';.I„q;;,:..�(' OR3/4"MIN. OIA
ORAINAGEROCK ALL DRAINAGE PIPE JOINTS, INCLUDING ROUND CONCRETE PIPES,
SHALE, HAVE A FILTER FABRIC JACKET IN ACCORDANCE WITH FDOT
EXFILTRATION TRENCH (18" PIPE) ROADWAY AND TRAFFIC DRAINAGE STANDARDS. ALL RCP PIPE USED
SCALEI"=3'H FOR ZXFILTRATION ARE TO HAVE SLOTS, IN ACCORDANCE TO FDOT
1"= 3'V
INDEX 4285.2 OPTION B'.
27' 15.00 10'
FOP
EL. 13.95 F.F.E. 14.00 ,_H
3 14.00 F. F. E. 14.00 >-EL. 13.5 1
LINV. CR. EL
VARIES 13.00 -13,65
SECT F
SCALE: 1"= 3'H
=10'V
PROP. PAVE. EL. 13.46
13.0
7g
12.0
L
11.0
F-
w
10.0
PROP.
WADS
W
INV EI.970
?6-
W
9.0
MIN.
TOP EL 900
8.0
PROP. 1811CPP
70
INV FI 750
INTERFERENCE POINT #1
Y00
LL
LL
1200
LU
3
J
w
SECT E I
00
SCALE: 1"= 3H
1"=10'V
10.00.
PROP. PAVE. EL, 13.45
E�
PROP
INV EL 980 WADS
TOP. EL. 930 8"MIN.
PROP. 18"CPP
INV El 7M
BY
INTERFERENCE POINT#2 St
Llt`
VL�GE PAVING -DRAINAGE AS -BUILT
I HEREBY CERTIFY THAT THE AS -BUILT MEASUREMENT SHOWN
HEREON ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE
CONSTRUCTION C O _ , I N 12450 N.W. MIAMI,FLORIDRISOUD A 33178 RIVER DRIVE AND BELIEF AS SU /F1TED IN THE FIELD UND MYkDICTION
- C o
ENGINEERING CONTRACTORS Phone: 305.883.9878
Fax: 305.883.9788 E N L F
M I A M I FLORIDA PROFES LAND SURVEYY OR STATE OF ORIDA
REGISTRATION #2300 DATE:
1
Date
vaz:"•i1:1�9E
L OF
DI
CH
1C