Drawings_021-040_TruckeeCanal_Set3_11x17.pdf
PDF 22 MB Posted
- Attached to
- Truckee Canal - Lining and Check Structures Federal contract opportunity
- Solicitation number
- 140R2022B0002
About this file
This document provides details on a federal contract opportunity to line a section of the Truckee Canal. The solicitation number is 140R2022B0002 and seeks to line a section of the Truckee Canal with concrete over a geomembrane barrier and repair/replace two check structures. Additional work includes general repairs to the site and supporting structures. The contracting agency is the Department of the Interior Bureau of Reclamation. The opportunity type is listed as a solicitation, though no further information is provided on response dates, award dates, pricing terms, or set asides.
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Text version
G
G G
G G G G G
G
GGG
G
L=321.47
=19.3119 R=953.76 T=162.27 100.0', Typ.
3+
4+
5+
6+
7+
8+
9+
0+
1+
2+
3+
PT
795+51.37 N=14881813.79 E=2444736.42
4194 4196
EL
EV
A
TI
O N
STATION
793+00 794+00 795+00 796+00 797+00 798+00 799+00 800+00 801+00 802+00 803+00
S=-0.00018
PLAN
Cl. Truckee Canal
0 100'50'
PROFILE
Note: vertical scale exaggerated 10x for clarity
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
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IO
R
C A D
S
YS
TE
M
A ut oC A D
3.
1S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-3 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
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C A N
A L
C H
EC
K S
TR
U
C
TU
R
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A N
D C
A N
A L
LI
N
IN
G
PLAN AND PROFILE
793+00 TO 803+00
DENVER, CO
29-D-60134
2022-02-26
Construction limits, Typ.
M
AT
CH
L
IN
E
M A
TC
H L
IN
E
3+
Existing canal invertFinished canal invert
Southwest gas utility
FLOW
El. "C", see Note 1 El. "C", see Note 1Minimum top of lining
NOTES
1. See TABLES on (60163) for elevations "C" (required minimum top of lining), elevations "D" (canal invert), and minimum required joint spacing. Elevations vary uniformly between points shown.
El. "D", see Note 1 El. "D", see Note 1
Excavation type B
Re le as ed
Specifications No. 20-C0911
TC-t13 805+72.00 Existing takeout structure
4+
5+
6+
7+
8+
9+
0+
1+
2+
100.0', Typ.
EL
EV
A
TI
O N
STATION
803+00 804+00 805+00 806+00 807+00 808+00 809+00 810+00 811+00 812+00 813+00
S=-0.00018
TC
-t
5+
.0
In ve rt E l.=
.0
PLAN
Cl. Truckee Canal
0 100'50'
PROFILE
Note: Vertical scale exaggerated 10x for clarity
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
3.
1S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-3 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
PLAN AND PROFILE
803+00 TO 813+00
DENVER, CO
29-D-60135
2022-02-26
Construction limits, Typ.
M A
TC
H L
M A
TC
H L
Existing canal invert Finished canal invert
FLOW
El. "D", see Note 1
El. "C", see Note 1
El. "D", see Note 1
El. "C", see Note 1Minimum top of lining
NOTES
1. See TABLES on (60163) for elevations "C" (required minimum top of lining), elevations "D" (canal invert), and minimum required spacing joints. Elevations vary uniformly between points shown.
2. For existing turnout structure details, see (60161).
3. Riprap extends approximately 72.0' at structure location, see
For Information Only drawing 616-8.
Excavation type B
Remove and salvage existing riprap, see Note 3
Re le as ed
100.0', Typ.
PC
822+47.25 N=14882142.53 E=2447412.18
L=91.62
=8.9916 R=583.79 T=45.90
4+
5+
6+
7+
8+
9+
0+
1+
2+
3+
N82° 59' 45.25"E 2695.90'
STATION
813+00 814+00 815+00 816+00 817+00 818+00 819+00 820+00 821+00 822+00 823+00
S=-0.00018
PLAN
Cl. Truckee Canal
Existing canal invert
0 100'50'
PROFILE
Note: vertical scale exaggerated 10x for clarity
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
3.
1S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-3 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
PLAN AND PROFILE
813+00 TO 823+00
DENVER, CO
29-D-60139
2022-02-26
Construction limits, Typ.
M A
TC
H L
Finished canal invert
M
AT
C H
L
NOTES
1. See TABLES on (60163) for elevations "C" (required minimum top of lining), elevations "D" (canal invert), and minimum required joint spacing. Elevations vary uniformly between points shown.
FLOW
Excavation type B
El. "D", see Note 1
El. "C", see Note 1
El. "D", see Note 1
El. "C", see Note 1 Minimum top of lining
Re le as ed
4+
5+
6+
7+
8+
9+
0+
1+
2+
100.0', Typ.
PT
823+38.77 N=14882160.74 E=2447501.77
N74° 00' 15.35"E 2900.04'
STATION
23+00 824+00 825+00 826+00 827+00 828+00 829+00 830+00 831+00 832+00 833+00
S=-0.00018
PLAN
Cl. Truckee Canal
0 100'50'
PROFILE
Note: vertical scale exaggerated 10x for clarity
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
3.
1S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-3 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
PLAN AND PROFILE
823+00 TO 833+00
DENVER, CO
29-D-60140
2022-02-28
Construction limits, Typ.
M A
TC
H L
M A
TC
H L
FLOW
Excavation type B
Existing canal invert
Finished canal invert
El. "D", see Note 1
El. "C", see Note 1
El. "D", see Note 1
El. "C", see Note 1 Minimum top of lining
NOTES
1. See TABLES on (60163) for elevations "C" (required minimum top of liner), elevation "D" (canal invert), and minimum required joint spacing. Elevations vary uniformly between points shown.
Re le as ed
4+
5+
6+
7+
8+
End of concrete lining 838+00.00 N=14,882,563.41 E=2,448,906.43
100.0', Typ.
EL
EV
A
TI
O N
STATION
833+00 834+00 835+00 836+00 837+00 838+00
S=-0.00018
PLAN
Cl. Truckee Canal
Existing canal invert
0 100'50'
PROFILE
Note: vertical scale exaggerated 10x for clarity
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
3.
1S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-3 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
PLAN AND PROFILE
833+00 TO 838+00
DENVER, CO
29-D-60141
2022-02-28
Construction limits, Typ. AT&T overhead line, see Note 4
M
A
TC
H L
NOTES
1. See TABLES on (60163) for elevations "C" (required minimum top of liner), elevation "D" (canal invert), and minimum required joint spacing. Elevations vary uniformly between points shown.
2. For riprap lined transition, see (60164).
FLOW
Excavation type B
Finished canal invert
El. "C", see Note 1
El. "D", see Note 1
Minimum top of lining
Riprap lined transition (not shown for clarity), see Note 2
El. "C", see Note 1
El. "D", see Note 1
Re le as ed
Existing turnout, see
TURNOUT LOCATION TABLE
Turnout pipe
Existing turnout, see Note 2 Connection, see Detail 1
Stock water delivery pipe
Existing top of bank, El. varies
Spread footing, see Note 2
Existing turnout, see Note 2
A
Cl. turnout structure
Spread footing, see Note 2
FLOW
Cl. of pipes, Typ.
Existing structure wall
Batten bars and anchor bolts, Typ.
Retrofit waterstop
Install retrofit waterstop, anchor bolts, and batten bars in accordance with manufacturer's recommendations
Top of concrete lining
Geomembrane composite
Varies
Tapered wall, see Note 4
6" M in
Canal embankment
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0s C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
TURNOUT STRUCTURES
AND OTHERS
TYPICAL SECTIONS AND
DETAILS
DENVER, CO
29-D-60161
2022-02-25
1. Furnish retrofit waterstop at all concrete canal lining and turnout/takeout structure connections in accordance with Specifications.
2. See For Information Only drawings for existing turnout/takeout structure details.
3. Use Detail 1 at all locations where canal lining is adjacent to turnout structures, bridge abutments, piers, and new Fernley Check structure. See Detail 6 (60164) for connection to original Fernley Check structure.
4. Taper thickened concrete to match lining thickness 18" from structure wall.
A Not to ScaleNOT TO SCALE
TAKEOUTS LOCATION TABLE
DESIGNATION DRAWING CURRENT STATION
TC-t11 (60119) 651+50.00
TC-t12 (60128) 739+06.00
TC-t13 (60135) 805+70.00
1 NOT TO SCALE
NOTES
TURNOUT LOCATION TABLE
DESIGNATION DRAWING CURRENT STATION
TC3 SW (60121) 679+00.00
TC4 (60123) 694+50.00
TC5 (60124) 706+22.00
Re le as ed
Concrete lining
Geomembrane composite, Typ.
Existing ground, slope varies
Anchor trench, Typ., see Detail 2
12.0' Min.
B
WSEL
ss
8"
Cl.
FB
Slope 2:1 to match existing grade
O&M road
Slope varies
FL
Excavation type A or B, see Note 2
D n
H
Geomembrane composite liner bedding, see Note 3
Compacted embankment fill
HYDRAULIC PROPERTIES TABLE
Station Q (CFS) B (FT) Dn (FT) H (FT) FL (FT) FB (FT) S (FT/FT) n V (FT/s) R (FT) ss:1
650+00 to 707+85 600* 33.00 4.53 10.00** 1.34 3.16 0.00019 0.015 2.17 4.58 2:1
707+85 to 838+00 600* 33.00 4.56 10.00** 1.34 3.16 0.00018 0.015 2.46 4.23 2:1
* Flow of 600 CFS and relevant hydraulic properties are based on completion of all Phase 1 lining, which is not included in this Contract.
** Project lining height not based on Dn + FL, determined based on other project conditions.
1.5', Min.
1.
5'
M in
8"
2'-0", Min.
2'-0", Min.
Longitudinal contraction joints 14'-0" O.C. Max., see Note 5
Control Joint, see Note 5
All details symmetric about Cl.
No joints located within hatch zone, Typ.
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
3.
1s C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 4-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
CANAL HYDRAULIC
PROPERTIES
TYPICAL SECTIONS AND
DETAIL
DENVER, CO
29-D-60162
2022-02-25
NOTES
1. HYDRAULIC PROPERTIES TABLE shows properties for flow rate (600
CFS), with all Phase 1 lining complete. Due to current canal conditions and Contract work this flow exceeds current flow restrictions, which are to be followed.
2. Surface excavation and preparation varies, see EXCAVATION ZONE TABLE on (60163).
3. All dimensions for excavation are given relative to finished canal invert, see (60163).
4. For typical joint details and expansion joint locations, see (60163).
5. Transverse contraction joint spacing shall match longitudinal contraction joint spacing, unless otherwise directed by COR.
0 5' 10'
1' 2'0
Anchor trench
Concrete lining
Geomembrane composite
Compacted structural backfill
C 3' 6'0
B
Neatline
1/
2" T yp
Lo rb er au
Je re m y M
P .E
-0 4-
D
Lo rb er au
Je re m y M
P .E
C H
A N
G
ED
T
YP
TO
M
IN
O N
S
EC
TI
O
N C
Re le as ed
Elastomeric joint sealer
3/4"" chamfer
Top of concrete lining
Elastomeric joint sealer, see Specifications
3/4" Chamfer
1/2" Sponge rubber joint filler
See EXPANSION JOINT TABLE for spacing
Groove may be tooled or formed with plastic strip
Elastomeric joint sealer
Top of concrete lining
1/ of t
M in t
1/4"
NOTES
1. Excavation type A includes facing and moderate compaction only.
Excavation type B includes 6" canal geomembrane composite liner bedding, see Specifications.
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
3.
1S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 4-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
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G
TYPICAL CANAL TABLES
AND JOINT DETAILS
ELEVATIONS,
EXCAVATION, AND
JOINTS
DENVER, CO
29-D-60163
2022-02-25
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
MATT GEMPERLINE
DOUGLAS RICHARDS
MICHELLE NORRIS
Lorberau, Jeremy M P.E.
Civil Engineer
Norris, Michelle L P.E.
Civil Engineer
EXCAVATION ZONE TABLE
Start Station End Station Excavation Type
650+00 700+00 A 700+00 838+00 B
STATION/ELEVATION TABLE
Station Elevation "C" (ft) Top of Concrete
Lining
Elevation "D" (ft) Finished Canal
Invert 650+00 4193.97 4183.97 660+00 4193.79 4183.79 670+00 4193.60 4183.60 680+00 4193.42 4183.42 690+00 4193.23 4183.23 700+00 4193.05 4183.05 708+00 4192.90 4182.90 718+00 4192.72 4182.72 728+00 4192.54 4182.54 738+00 4192.35 4182.35 743+00 4192.26 4182.26 753+00 4192.08 4182.08 763+00 4191.90 4181.90 773+00 4191.72 4181.72 783+00 4191.54 4181.54 793+00 4191.36 4181.36 803+00 4191.18 4181.18 813+00 4191.00 4181.00 823+00 4190.82 4180.82 833+00 4190.63 4180.63 838+00 4190.54 4180.54
EXPANSION JOINTS TABLE
Minimum spacing 1000 feet O.C.
Spacing at canal horizontal bends
At PC and PT for all bends over 10 degrees at centerline
PP8 spacing Joint between concrete lining and PP8 apron
DETAIL - EXPANSION JOINT
NOT TO SCALE
DETAIL - CONTRACTION JOINT
NOT TO SCALE
DETAIL - CONTROL JOINT
NOT TO SCALE
R
EV
N O
-0 4-
D
Lo rb er au
Je re m y M
P .E
R
EM
O V A L
O F
"S A W
C U
T" F
R O
M D
ET
A
IL
S
Re le as ed
V ar ie s
Riprap, Typ.
FLOW
5:1 Min., up to 10:1 from Cl.
Concrete-lined to earthen-lined shown, earthen-lined to concrete-lined transition similar but opposite hand
Transition to riprap lined section
Start transition End transition, start riprap lined section
Geomembrane composite connection, see Detail 6
Station varies, see RIPRAPTRANSITION TABLE
End riprap lining, begin earthen lining
Riprap, Typ.
V ar ie s
RIPRAP TRANSITION TABLE
Start station End station H (FT)
648+00 650+00 10.0
838+00 840+00 10.0
H
Excavated surface, see Note 3
2:1
1.0' Typ.
Cl.
Sand and gravel bedding
Match existing canal slope, Typ.
O&M road
0.
5'
T yp
Concrete lining, see (60163)
Geomembrane composite anchor trench
5.
0'
3.0'
Riprap Existing earthen-lined canal, protect in place
200.0'
1.
0'
T yp
Compacted structural backfill
Geomembrane composite, lap at bottom of trench
Sand and gravel bedding
A
LW
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YS
T H
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S A
FE
TY
SHEET
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1s C A D
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-R D
-1 .D
W G
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D A
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-0 2-
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B Y
D A R
IC
H A R D
S
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D S P
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C T
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C K
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TR
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TYPICAL RIPRAP
SECTION
PARTIAL PLAN, TYPICAL
SECTION, AND DETAIL
DENVER, CO
29-D-60164
2022-02-26
NOTES
1. Riprap lined canal to concrete lined canal is opposite hand of
PARTIAL PLAN - TYPICAL RIPRAP TRANSITION.
2. Excavated surface varies, see STATION/ELEVATION TABLE
(60163).
3. See Specification for riprap and riprap bedding requirements.
0 10' 20'
0 6'3'
D 0 3' 6'
PARTIAL PLAN - TYPICAL RIPRAP TRANSITION
Re le as ed
CHOU CHA Digitally signed by CHOU CHA Date: 2022.02.15 08:28:40 -07'00'
Date: 2022.02.15 08:27:26 -07'00'
Date: 2022.02.15 08:28:03 -07'00'
Gate hoist assembly
Raised position (Full Open)
Lowered position (Fully closed)
Bulkhead gate guide
Deck
Invert El. 4176.0
CL. of trunnion pin.
Same as existing location
Weir wall EL. 4183
8' -0
H ei gh t of g at e an d bo tt om o f ga te in f ul ly r ai se d po si tio n
8' -0
0' 4'2'
R 10' to inside of skinplate
8' x 8' Radial Gate Cathodic protection, see 29-D-60193
FLOW
Locate pin as shown on 29-D-60169
Faceplate assembly
Gate hoist assembly
CL. of gate No. 2
FL
O
W
CL. of gate No.3
CL. of gate No. 1
Gate hoist assembly
Gate hoist assembly
0' 4'2' 8'
Skinplate
Wear plate
8'-0" (See notes)
0' 4'2'
CL. wire rope
Flap seal
Horizontal beam
Gate hoist assembly not shown
Wire rope not shown
PLAN - GATE ARM ASSEMBLY
0' 3'2'
CL. of gate strut and pedestal anchorage
Existing pier
6"
New corbel
1'
Drain holes
A
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A
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T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
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B
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C A D
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4.
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LM
S T
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C A D
F
IL
EN
A M
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-D -6
-R D
-1 .D
W G
LA
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S A V
ED
D A
TE
-0 2-
LA
S T
S A V
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B Y
K C O
N V
ER
S E
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LA
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D S P
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BANGO CHECK
STRUCTURE
CONCEPTUAL RADIAL
GATES
INSTALLATION - LAYOUT
DENVER, CO
29-D-60171
2022-02-17
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
K Converse
K Converse
J Mena
McCann, Alan M P.E.
Mechanical Engineer
Stephen, Ryan D P.E.
Mechanical EngineerLIST OF DRAWINGS
BANGO CHECK STRUCTURE CONCEPTUAL RADIAL GATES
INSTALLATION - LAYOUT_________________________29-D-60171
GATE DETAILS_________________________________29-D-60172
NOTES
1. Views of gates shown are conceptual only. See specifications for requirements.
2. The pedestal anchorage is Reclamation designed. Fabricate as shown.
3. Existing structure dimensions shown on the drawings are not guaranteed to be correct.
Contractor required to perform survey prior to submitting gate design for approval.
REFERENCE DRAWINGS
CORBEL CONCRETE OUTLINE
PLAN AND SECTION_____________________________29-D-60169
CORBEL REINFORCEMENT
SECTION AND DETAILS _________________________29-D-60170
RADIAL GATE HOIST
INSTALLATION_________________________________29-D-60038
RADIAL GATE
GALVANIC ANODE CATHODIC PROTECTION SYSTEM___29-D-60193
Re le as ed
File details come from the government source that posted it. Updated .