HomeMy WebLinkAbout2008 - (#11) Ditch Retrofit Overall Site PlanA-
0
CO
30' DRAINAGE R/W
0 F- r--
Z�
QQ
000
n 0 --j
�1
;O*sr
CC)
< F- F--
C
11 ro
Jr CD
'30 :< C!
O
Ea
>00
-0
FTI oo
w3
>0
0
L4
-x
oc)
4
a
>
0
O�
R/W
-
— - — --
.
- - - — - - — - - — - - — - - — - - — - - — R/W
>
-�
-17
M
>
r-oz
M
> -U >
P0
-i,-r
> -n
'M
0 C/rt
C))
17-
E/P
E/P
M
M Co
M
Aul
(D
:<, T
it
Z 1
P >
1
ICU
N) r-
1
0
x
NOO*04'45"W
01
110.00 (P) 110. 03' (M)
<
1369.85' (P) 1370.02' (M)
0
GEORGE ST. (50'
R/W)
Legend & Abbreviations: (symbols not scaleable for size)
APLS
A
- PROFESSIONAL LAND SURVEYOR WOOD UTILITY POLE
(D
Z -
PSM - PROFESSIONAL SURVEYOR & MAPPER TELEPHONE SERVICE
101 -
E/P
, . , . 1-
LB - LAND SURVEYING BUSINESS - CABLE T.V. BOX
E/P
>
-
. - r
Q - CENTERLINE - ELECTRIC BOX
- WELL
IQ
'IQs.
E/P - EDGE OF PAVEMENT
T
M 7U
0
Q
B.M. - BENCHMARK - WATER METER
IRON ROD & CAP LB 6905 FD. SEPTIC
TIC TANK
A -
ro
> I
1Z)
V
(D
>
FD - FOUND MITERED END SECTION (MES)
::E
> >
70
0
PLAT VALUE DRAINAGE
P1
�M
- - - - - -
- - - - - -
- - -
- - -
- - -
- - - -
- - - - - — - -
- - - - - — - -
b,
A - - - - -
X I? r
r— a
>C-
— A—
- MEASURED VALUE ME] - MAIL BOX
F.F. - FINISH FLOOR OHE - OVERHEAD ELECTRIC
I
1\100*04'45
r3 0.00,
N00*04'45"W 80.00'
A�
NOO*04'45"W 80.00'
- — -- — --
R/W
CABBAGE PALM OAK CITRUS
R/W
�c x
x .
0
1.
0
&
> -< M x M 0
w -U x M --i --j
54
rn
>50
B
> w
K: U) CC) F
A .-,b. MM00 0
02woozc
-0,
W 0
1
>1
0) a'.01
>1 x
U-PSR�0, M
n
0) Z=
a
Report of Survey: (Ditch)
c
Lr )
b . .
— -0 7\
I> Z7j
ZOO r-
to A coo
TYPE OF SURVEY. TOPOGRAPHIC
Am
% M
>
U)
M
x C)
Z0
M < Q
rn 0 M X
THIS SURVEY PERFORMED BY:
A
M
HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L.B. #6905
41,
A' >1
1717 INDIAN RIVER BLVD. SUITE 101
VERO BEACH, FLORIDA
;U
>
Z
. .4
:4
4' B.S.B.
32960
>
0
M
B.S.B.
A
AL
A
PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
4 Ab
STUART A. HOUSTON, P.L.S. #4490
M
M
Z
C
02*9 L
C
b M0
Z0
A
THE EXPE:�TED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM
TECHNICAL STANDARDS (61G17-6, FAC) IS SUBURBAN. THE MINIMUM
M
M
Z
Mo
Z0
X.
. . 0
RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT
4,
A
IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED
M
GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY
REQUIREMENT.
:N N
X
x"
*THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF
00 a
THE MINIMUM TECHNICAL STANDARDS, AS ESTABLISHED IN CHAPTER
>
61 G1 7 -6, FLORIDA ADMINISTRATIVE CODE.
K
C�
4
M 1
CYI
00
ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET
00
F— - C/,)
C/)
AN
(D
AND DECIMAL PARTS THEREOF.
00
C)l
C�
-Tj
C�
THE LAST DATE OF FIELD WORK WAS: 9/30/08
0 F 0
CYI
r
cyl
0I
THE BEARING BASE FOR THIS SURVEY IS: N00*04'45"W, ASSUMED ALONG
0 0 --1
M
THE CLOF GEORGE STREET, PER THE PLAT, AND SHOWN THEREON.
"LANDSDOWNE
C 7;�
(NOTE: GEORGE STREET IS PLATTED AS DRIVE".)
M
(-rj
0
0
A,
FTI
-Tj
THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY
(0
CD
`"moo
Fn z 0
D
0
0Z
N 0
>M
CO
jo
> U)..
UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS,
EXCEPT AS SHOWN.
101,
�z X
U
13 F1
0>
00
M
0
NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS,
-0`4
b N-0
C
>;
> En
C,0
OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN.
0
.0 0
0
01
FT1
NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED.
M
UNLESS A. COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES
ARE THE SAME.
30 DRAINAGE
R/VV
0C 4
b,zo
LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT.
00A A -
0 FIX
M.
THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE Y
J,
-,
M:mo
%
PER FLOOD INSURANCE RATE MAP #12061CO078 E, DATED MAY 4th., 1989
.4
A
4;A,
THE ELEVATIONS SHOWN HEREON ARE NGVD '29, AND ARE BASED ON A CLOSED
06 -91
'29*91,
BENCH CIRCUIT TO A F.I.R.M. BENCHMARK. (REFERENCE MARK 26, F.I.R.M. PANEL
w.
>1
0
-UZ0
0078, CHISELED SQUARE ON THE SOUTHWEST CORNER OF ENGLAR AVE. BRIDGE
X x
0 ;102A w
OVER COLLIER WATERWAY, ELEV.= 25.07)
X
E
b. AN
ON -SITE BENCHMARK AS SHOWN.
co
W
-11. -N..-N
A
4
--10
F
00to
ox
>
r-M
M x
>
>ZSA
M
1<
X
0
L< 0
M
cl�
cu
X-1
>
M
F0
al
K 0
> r-
M
w
Z'O
M
>
En
B.S.B.
B.S.B.
kl>
M
M
M
Z
'
X�`q'
i
�
a
+
OHE
OHE
OHE OHE OHE!
Z
OHE
CHE OHE
co
M
Na
Na
1V DRAINAGE/UTILITY EASEMENT
F
IF
SCALE:
q=� 4' A cj!
r- I mn rin'
Fq
1071
S00*04'45"E:
190
00'
S00*04'45"E 90,00'
Checked
APproved
BY: D, Fisher
BY: D Fisher
Designed By:
Drawn By:
Joe Morrissey
Tom Loomis & Joe
Morrissey
GEORP.GE STREET JTL-)`ITU`H R1F--1JITRD0-jwr---'I"-1
N %
0"VERALL SITE" PLAN
City
of Sebastian
Engineering Dept,
Date:
November 17, 2008
George St. Ditch
SHEET
1 OF 2
FL PE # 37097
Project:
ESMT PL
PL ESMT
20.00
12.00 (To Be Removed) -12.00
11.00 _ ----- - -- -- -- - - -- -11.00
10.00 - i .00
SECTION A -A
1
ESMT PL PL ESMT
RIP -RAF
HEADWA
To Be Rem,
Proposed-
56' Twin 43'x68" RCP
W 1nv.=15.31'
E lnv.=14.41'
C A L F:
99
V .
H...-. 1 - '
FSMT PI
PI F�KAT
23
18.17
r
.00
25.00
24.00
.00
2.00
.00
20.00
6
10.00 MOO
SECTION"13-13
ESMT PL PL ESMT
TS
18" CMP
rr upu5t!u- Proposed-
3.5' x 8' FDO T Stn d Maintain current invert into
Catch Basins proposed catch basin, excavate &
Bottom Elevation=13.45 remove exisiing 18" CMP's, replace
with 12" HDPE Gnd link to existing
12" ADS
Checked By: D, Fisher
Approved By: D Fisher
City of Sebastian Engineering Dept,
Proposed-
121 ' Twin 60" HDPE
W 1nv.=13.91'
E lnv.=13.14'
SOU th Cc tch
Bosin Sine
De tol'I
In v. = 14.41
North Cotch
Baser Side
De tc1*
Inv. _ 15. 11
I�
i I I
Desi ned By! Joe Morrissey
Drawn By; Tom Loomis & Joe Morrisse
Dates November 172 2008
FL PE # 37097 Project: George St, Ditch
ESMT PL
PI FSMT
26.00
2�,
--
25.00 - -
- ---
2161
24.00 C
.0
rip
TOP
OF --_.
- 25
23.00 --
22.00-
F
-----
B
NNK
- 2-3
22
20.
21
an nn
�n
.00
.00
.00
.00
.00
.00
.00
10.08 _ -- - - -- - - 10.00
SECTION C-C
ESMT PL
26.00- -
25.00----
-.
--
24.00-
23.00
22.00- - - -
21.00
- -
20.00---
19.00--
18.00
17.00
(HEADWALL)
-
16.00-
15.00----
14.
'
14.00 -- - --
13.00
12.0
18.06
INV. = 13.14
SECTION E-E
co 1 ,
Ri
0
G E 0 IR G E
C R 0 S 1_�
PL ESMT
- 26.00
- 25.00
- --4.00
-23.00
-�- - 22.00
21.00
_ - 20.00
_- �MOO
-17.00
- 18.00
- i-5.00
-- - - i4.00
13.00
- ---�2.00
- - 11.00
Catch Basin
West Entrance
Catch Basin
East Entrance
lnv.=I3.91'
9