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1905
1900
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Elev 1916.30
FL. Elev. 1910.30
Elev. 1910.14
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Sta. 7 +00
Elev. 1919.00
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8
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Existing 6' Concrete
Drainage Flume
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Future Grade
The location of all aerial and underground utility facilities may
not be indicated in these plans. Underground utilities, whether
indicated or not wilt be located and flagged by the utilities at
the request of the contractor.
No excavation will be permitted in the area of underground
utility facilities until all such facilities have been located and
identified to the satisfaction of all parties The excavation must
be accomplished with extreme care in order to avoid any possibility
of damage to the utility facility.
HERITAGE DR/VE
TBM 'r3- Heritage Drive , N. of 14th St , 1st F H. N. of
Drainage Ditch. "X" on Bonnet Nut. Elev. 1919.48
7
6f00
7t00
Existing Grode
8+00
Earthwork measured in embankment= 748 Cubic Yards
of which 186 Cubic Yards shall be excavated as shown
in the cross --sections.
The City will be required to furnish borrow
on this project. Contractor shdl haul and fill
as per compaction requirements.
Heritage Dr Box Culvert
Nat NO.
M - 330 (54)
T iiple 6'x 12'x52' Box Culvert
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1915
1910
1905
1900
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HERITAGE DRIVE
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0 BUILD CURB INLET
No.
Station
Side
Y
A
FL Inlet
TC
X
I
8 t 90 NS
Rt.
8'
4'
1914.37
1917 77
3.4'
2
8 t 90 NS
Lt
8'
6.5'
1914 17
1917. 77
3 6'
3
0914243 EW
Rt
8'
4
194.27
1917.58
3.31'
4
09t42.43 EW
Lt.
8'
4'
1914.37
1917.58
3.21'
5
9t 74.83 NS
Lt
8'
4'
1914.67
1918.34
3.67'
6
9174.83 NS
Rt
8'
4'
1914.87
1918 34
3.47'
Q BUILD RCP CLASS III
No.
Inlet 0
Size
LF
Notes
I
1 to 2
18"
40
2
712896 to 2
21"
322
Twin
3
2to3
21"
28
4
3 10 4
21"
40
5
4 to 5
18"
28
6
5 to 6
15"
40
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Curve Data
R=100'
L= 45°00'30"
L=7855'
T= 4L43
a2
Heritage Dc Bac Culvert
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M-330 (54)
6'X12'x 52' Banc Culvert
0101011•1Triple
MisCity tings
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Railing in Embankment Slab
Capped
Railing
2"-O.D. 12 Ga. Round Tube
(Painted black)
(1 I/2"95 )
I/2"x 3 V4" bolt with nut
(with lock washers)
Sleeve
18"x 2" I.D. Black Pipe Schedule 40
(Bottom Capped )
1
Railing in Parapet
RAILING /SLEEVE DETAIL
Scale I'-0"
DRAINAGE FLUME and EMBANKMENT SLAB
30° Angled View
Scale I" 5'
Guardrai I sleeves
at80'CP
50.0'
•
• isolated Joint
RPM.. laaaaa•Ta. laTarTRITT,r-----
�V AVNa.SW.W.Y. NN AS .. .! . .. S re.S+
Proposed Triple 12'x 61x 52'
Concrete Box Culvert A
y1VS1Yi1� AA....., a
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14.32'
DRAINAGE FLUME and EMBANKMENT SLAB
Top View
Scale 1" 5'
Existing 6.0' conc. drainage flume
Drainage Flume and Embankment Slabs
General Notes
Concrete shall be 6 V2 sack ABX
Reinforcement = No. 3 rebar at 12" CP
Construction Joints = No. 4 rebar at '16" 4)
Joint Spacing may be field adjusted.
Install 12" deep x 8" thick curtain wall along
perimeter edges of drainage flume and
embankment slabs
/ f 1!,'
Dc Bac Culvert
f
_
Heritogs
PM. No
M-330(54)
OS I'TION
i
Triple 8 x 12 x Se Bac Culvert
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