FEC Right-of-Way - Drainage Pipe Relocation - 03-23-1995ch . 4 29
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LOCATION MAP
SCALE: 1 "= 2000'
KEY MA P
SCALE: 1 "= 400'
BENCHMARK: NAIL IN EAST SIDE
OF POWER POLE, ELEV. 9.76
APPROX. 712' WEST TO CL OF CANAL G5
PROJECT LOCATION
DRAINAGE PIPE RELOCATION
SITE PLAN -EXISTING CONDITIONS
SCALE: 1 $1= 50'
DESIGNED I KWF
DRAWN I BVB
CHECKED
DATE: 3/23/95
SQ9L& AS NOTED
SHEET NO. 1 OF 2
CITY OF EDGEWATER
E1�lGiNLRING
DEPARTMENT
NO. I DATE
REVISION DESCRIPTION
BY IREV. NO.1 DATE
REVISION DESCRIPTION
LM
i - rv��•,
GENERAL NOTES
1. BENCHMARK DATUM & ELEVATIONS SHOWN REFER TO NATIONAL
GEODETIC VERTICAL DATUM OF 1929 (NGVD-29) & BASED ON
USC&GS MONUMENT U-211 PUBLISHED ELEV. 14.006.
BENCHMARK INFORMATION WAS OBTAINED FROM PLANS ENTITLED
"EDGEWATER MARINE & FABRICATORS INC.-FLAGLER AVE. WATER
LINE EXTENSION", SHT. 3 OF 3, BY DANIEL W. CORY SURVEYOR,
INC. 300 CANAL ST. NEW SMYRNA BEACH, FLA. 32168, PROJECT
jf3020C DATED 11124194.
2. THE CITY SHALL CONTACT THE FLORIDA EAST COAST RAILWAY
COMPANY, 1-800-342-1131 AT A MINIMUM OF TWO WEEKS PRIOR
TO CONSTRUCTION FOR THE PURPOSE OF SCHEDULING AN F.E.C.
INSPECTOR/WATCHMAN.
J. IF UPON EXPOSING THE EXISTING STORMWATER PIPES IT IS EVIDENT
THE PIPES ARE DAMAGED BEYOND REPAIR, THEY SHALL BE REPLACED
WITH PIPES OF SAME DIAMETER & MATERIAL.
11
TRACKS
RAILROAD
BED
12
TR,
ACKS
..................
..................
..................
..................
8
PIPE N0.
5
36 CMP
6
WATER
(AS
LEI/EL
OF 3/2
ELEV. 3.
/95)
1
¢
2
SECTION B-B PROFILE
(EXISTING
SCALE: 1
1
CONDITIONS)
5HORIZONTAL
2' VERTI CAL
TABLE OF D/MENSIONS AND QUANTITIES FOR ONE ENDWALL
SIZE
OF
PIPE
H
T
A
B
C
F
X
ONE PIPE CULVERTS
TWO PIPE CULVERTS
THREE PIPE CULVERTS
FOUR PIPE
CULVERTS
L
RIPRAP
Cy
L
R/PRAP
Cy
L
RIPRAP
Cy
L
RIPRAP
CY
CP
CMP
CP
CMP
CP
CMP
CP
I CMP
18"
2'-3"
1 '-0"
4'-0"
0'-00
0'-0"
1 '-9"
2'-10"
8'-9"
1.2
1.2
11 '-7"
1.5
1.6
14'-5"
1.8
1.9
17'-3"
2.1
2.3
24"
2'-9"
2'-0"
2'-0"
2'-6"
0'-0"
1 '-9"
3'-5"
10'-3"
2.4
2.5
13'-8"
3.0
3.2
17'-1 "
3.7
4.0
20'-6"
4.3
4.7
30"
3'-4"
2'-0"
2'-0"
3'-2"
0'-0"
1 '-10"
4'-3"
12'-0"
3.3
3.4
16'-3"
4.2
4.5
20'-6"
5.1
5.5
24'-9"
6.0
6.5
36"
3'-10"
2'-0"
2'-0"
3'-8"
0'-0"
1 '-10"
5'-1 "
13'-6"
4.0
4.2
18'-7"
5.2
5.7
23'-8"
6.3
6.9
1 28'-9"
7.4
8.2
42"
4'-5"
3'-0"
2'-0"
2'-0"
2'-4"
1'-11"
6'-0"
15'-3"
6.4
6.7
21'-3"
8.3
8.9
27'-3"
10.2
11.2
33'-3"
12,j
13.4
48"
4'-11"
3'-0"
2'-0"
2'-0"
2'-10"
1 '-11 "
6'-9"
16'-9"
7.7
8.1
23'-6"
10.0
10.8
30'-3"
12.3
13.5
37'-0"
14.5
16.2
54"
5'-6"
3'-0"
2'-0"
2'-0"
3'-6'
2'-0"
7'-8"
18'-6"
9.5
10.1
26'-2"
12.4
13.5
33'-10"
15.3
17. 0
41 '-6"
18.2
20.4
60"
6'-0"
3'-0"
2'-0"
2'-0"
4'-0"
2'-0"
8'-6"
20'-0"
11.0
11.7
28'-6"
14.4
15.8
37'-0"
17.8
19.8
45'-C
21.1
23.8
66"
6'-7"
3'-0"
2'-0"
2'-0"
4'-8"
2'-1 "
'- "
21 '-9"
13.2
14.1
31 '-0"
17.2
18.9
40'-3"
21.2
23.7
49'-6"
25.1
28.5
72"
7'-1 "
I 3'-0"
2'-0"
2'-0"
5'-2"
2'-1 "
10'-0"
23'-3"
15.0
16.0
33'-3"
19.4
21.4
43'-3"
23.9
26.8
53'-3"
28.3
32.3
78"
7'-8"
3'-0"
2'-0"
2'-0"
5'-10"
2'-2"
10'-9"
5'-0"
17.
18.7
35'-9"
22.6
25.0
46'-6"
27.8
31.3
57'-3"
32.9
37.6
84"
8'-2"
3'-0"
2'-0"
2'-0"
6'-4"
2'-2"
1 11 '-8"
26'-6"
19.51
20.9
38'-2"
25.3
28.1
1 49'-10"
1 31.1
35.2
1 61 '-6"
1 36.9
42.4
1:8
Fl. Elev.
TU
RAILROAD BED
BACKFILL MATERIAL BENEATH THE TRACK SHALL
BE COMPACTED LIMEROCK. BACKFILL SHALL BE
BROUGHT UP TO WITHIN 1.5' BELOW BOTT. OF EXISTING
c.. _ s ci......
CORRUGATED METAL PIPE
SECTION Y- Y
DRAINAGE PIPE RELOCATION
PI A A/
Note: 1. For concrete and corrugated metal pipes.
2. The top row of riprap bags shall be secured by pinning, using No. 4 reinforcing bars
18 inches in length, as follows:
a. The end bogs shall be secured using two bars per bag, one vertical and one diagonal
as shown.
b. The next to last bag on each end shall be secured with two bars vertically.
c. Bogs located over the pipe shall be secured by a bar which is driven diagonally except
that for concrete pipe two bars shall be used for single bags above the pipe.
d. Intermediate bogs shall be secured with a single bar.
Bars shall be driven to one inch below the surface of the bag.
The cost of fumishing and installing the bars shall be included in the cost of the riprap.
FRONT ELEVATION A -A
(PROPOSED CONSTRUCTION)
Information for this detail taken from F.D.O. T. Roadway & Traffic
Design Standards Index No. 258, Sht. 1 of 1.
DESIGNED KWF
DRAWN BVB
CHECKED
DATE.• 3123195
SHEET NO. 2 OF 2
EXISTING INVERT ELEVATIONS
PIPE NO.
1
2
3
4
5
UPSTREAM INV.
J. 12
5.38
5.56
5.57
5.49
DOWNSTREAM INV.
3.27
5.14
5.25
5.58
5.60
\,<\
BELOW
CANAL G4
CANAL G5
`00
_ _ bedding preparation and
)n of tracks to be done
Fa East Coast Railway
Fill dirt by City of Edgewater
(Except where Limerock is eq'd.
see Section B-B this sheets
Proposed Inv. El. 1.8 (Upstream)
& 1.7 (Downstream)
CITY OF EDGEWATER
ENGINEERING
DEPARTMENT
NO.1 DATE
REVISION DESCRIPTION
BY I REV. NO.1 DATE
REVISION DESCRIPTION
SCALE. NONE
PROJECT NO.