Attachment_17_Amendment_No__0005_0005.pdf
PDF 2 MB Posted
- Attached to
- FKC Middle Reach Capacity Correction Project Phase Federal contract opportunity
- Solicitation number
- 140R2020R0009
About this file
This document is an engineering drawing and plan for the FKC Middle Reach Capacity Correction Project Phase 1. The drawing provides details for construction work including a siphon structure and road improvements at Avenue 112. Key specifics involve installing a 15-inch galvanized steel culvert, removing and replacing existing pavement to widened limits, adjusting roadway transitions and shoulders, and delineating the project limits of work. The related federal contract opportunity is solicitation number 140R2020R0009 for the FKC Middle Reach Capacity Correction Project Phase 1 issued by the Department of the Interior Bureau of Reclamation.
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Text version
5485+00
FG: 404.55
FG: 413.40
FG: 413.93
FG: 414.10
FG: 413.93
FG: 413.93
FG: 414.10
FG: 413.93
FG: 413.40
FG: 404.05
FG: 404.05
FG: 403.98
FG: 402.48
FG: 403.55
FG: 402.05
FG: 403.55
FG: 402.47
FG: 402.47
FG: 403.54
FG: 402.04
FG: 403.54
FG: 404.09
FG: 404.09
FG: 403.97
FG: 402.47
FG: 413.33
FG: 413.86
FG: 414.01
FG: 413.37
FG: 413.86
FG: 414.03
FG: 413.86
FG: 413.33
FG: 404.55
FG: 403.98
FG: 403.97
B
INV: 399.29
INV: 399.46
16.22'
27.47'
32.00'
PAVED
27.53' 5.00'19.76' 19.54'
INV EL 388.23
INV EL 383.43
INV EL 377.02
INV EL 383.35
INV EL 388.16
50.00'
TRANSITION
138.30'
TRIPLE 19' x 19' SIPHON BOX
50.00'
TRANSITION
S T
A
S T
A
TOS EL 414.60
TOS EL 414.60
TOS EL 414.53
TOL EL 411.53
5.00'
INV EL 377.02
TOL EL 411.60
TOS EL 414.53
5485+00
FG: 404.55
FG: 413.40
FG: 413.93
FG: 414.10
FG: 413.93
FG: 413.93
FG: 414.10
FG: 413.93
FG: 413.40
FG: 404.05
FG: 404.05
FG: 403.98
FG: 402.48
FG: 403.55
FG: 402.05
FG: 403.55
FG: 402.47
FG: 402.47
FG: 403.54
FG: 402.04
FG: 403.54
FG: 404.09
FG: 404.09
FG: 403.97
FG: 402.47
FG: 413.33
FG: 413.86
FG: 414.01
FG: 413.37
FG: 413.86
FG: 414.03
FG: 413.86
FG: 413.33
FG: 404.55
FG: 403.98
FG: 403.97
B
INV: 399.29
INV: 399.46
16.22'
B
B
STA 0+91.96
OFFSET 16.0'
STA 1+41.96
OFFSET 11.4'
STA 2+92.13
OFFSET 11.6'
STA 0+92.13
OFFSET 16.0'
Project No.:
Scale:
Revision:
Drawing No.
Title Dsgn. Chkd. YYYY.MM.DDDwn.
Th e
C on tra ct or sh al l v er ify a nd b e re sp on sib le fo r a ll d im en sio ns
. D O
N O
T s ca le th e dr aw in g
- a ny e rro rs or o m iss io ns sh al l b e re po rte d to S ta nt ec w ith ou t d el ay
Th e
C op yr ig ht s t o al l d es ig ns a nd d ra w in gs a re th e pr op er ty o f S ta nt ec
. R ep ro du ct io n or u se fo r a ny p ur po se o th er th an th at a ut ho riz ed b y St an te c is fo rb id de n.
File Name: FKC_C-204
ORIGINAL SHEET - ANSI D
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2021.02.05
184031016
.1 2.
Sheet: of 203
C-204
SIPHON 5 PLAN -
AVENUE 112
H: 1" = 20' V: 1" = 20'
C. RIPPLER. RUCKERB. WEBER
0 20 40
SCALE IN FEET
PROFILE
CANAL INVERT
EXISTING GRADE
TOP OF CANAL LINING
TOP OF LINING
A V
E
CONSTRUCTION
CENTERLINE
MATCH EXISTING GROUND
MATCH EXISTING GROUND
MATCH EXISTING GROUND
MATCH EXISTING GROUND
S
S = 2%S = 2%
A. EXISTING SCE OVERHEAD ELECTRICAL TO REMAIN.
B. EXISTING AT&T 4-INCH UNDERGROUND COMMUNICATION LINE
TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION.
C. INSTALL 15-INCH CULVERT GALVANIZED STEEL END SECTION
TO MATCH DIAMETER BY CONTECH ENGINEERED SOLUTIONS,
ALL METAL SUPPLY, OR EQUAL, TYP OF 2.
D. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE
EXISTING PAVEMENT TO LIMITS SHOWN AND REPLACE PAVING
PER DETAIL C-130.
SHEET KEYNOTES
S = 2%S = 2%
A
GC-8
C-905
C-905 C-905
C-905
S = 3.5%
S = 3.5%
S = 3.5%
S = 3.5%
S = 3.5%
S = 3.5%
A
5.00'
5.00'
B
B
S= 3.5% S= 3.5%
C-130
32.00'
PAVED
PP#4784999E
O & M ROAD
O & M ROAD
O & M ROAD
O & M ROAD
GC-12
S-901
S-901
C
E
C-101
C-101
45.00'
COUNTY ROW
60.00'
FUTURE COUNTY ROW
C-214
15" SD (RC01)
R
T
Y
P
C-28
AVENUE 112 SIPHON
LIMITS OF WORK
S H
O U
L D
E R
A
N S
I T
I O
N
S H
O U
L D
E
A
N S
I T
I O
N
22.98'
EXISTING WIDTH
AVENUE 112 EAST PAVING PLAN
AVENUE 112 WEST PAVING PLAN
32 '+/- TAPER ROADWAY PAVEMENT TO MATCH EXISTING
PAVEMENT WIDTH ON BRIDGE, NO SHARP TRANSITIONS OR
NOTCH AT THE EAST END OF THE EXISTING BRIDGE IS ALLOWED
EXISTING
AVENUE 112
BRIDGE
STA -0+91.96
OFFSET 16.0'
STA -2+59.04
OFFSET 16.0'
3.2000E+01'
D
D
15" SD (RC01)C
AD
DE
NM
DU
M
CR
M
C
.05
.25
AM
EN
DM
EN
T #
RR
M
C
.06
.17
Attachment 17 Amendment No. 0005
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CULTIVATED
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CULTIVATED
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ASPH
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CULTIVATED
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CULTIVATED
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ASPH
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AVENUE 112
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GATE
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
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