Attachment_20_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 attachment to a federal contract amendment provides construction drawings for Avenue 88 Siphon improvements under the FKC Middle Reach Capacity Correction Project Phase 1 solicitation. The drawings depict the site layout, existing conditions, and design details for replacing approximately 180 linear feet of pavement, installing a 15-inch culvert, and relocating utilities at the siphon location. Key project elements in the drawings include demolishing and replacing existing pavement; installing galvanized steel end sections for the culvert; removing an existing irrigation pipeline, power pole, and communication line; and tapering the roadway approaching an existing bridge. The solicitation is open to all offerors and is issued by the Bureau of Reclamation under solicitation number 140R2020R0009 to improve capacity on the Friant-Kern Canal in Lindsay, California.
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Text version
S = 0
50.00'
TRANSITION
204.50'
TRIPLE 19' x 19' SIPHON BOX
50.00'
TRANSITION
TOS EL 414.93
5.00' 18.82' 58.10'
38.16'
PAVED
59.01' 17.92' 5.00'
TOL EL 411.93
TOS EL 414.93
INV EL 381.75
INV EL 375.91
INV EL 386.56
INV EL 386.47
INV EL 375.91
TOS EL 414.84
TOL EL 411.84
INV EL 381.66
TOS EL 414.84
STA 5661+44.08
STA 5664+48.58
5660+00 5661+00 5662+00 5663+00 5664+00 5665+00
FG: 413.73
FG: 414.43
FG: 414.26
FG: 413.66
FG: 413.83
FG: 413.66
FG: 413.83
FG: 414.43
FG: 414.26
FG: 413.73
FG: 402.72
FG: 402.65
FG: 402.96
FG: 403.31
FG: 403.15
FG: 403.40
FG: 403.39
FG: 404.25
FG: 404.25
FG: 402.72
FG: 403.31
FG: 401.81
FG: 401.22
FG: 403.39
FG: 401.46
FG: 402.96
FG: 404.62
FG: 404.62
FG: 413.58
FG: 413.76
FG: 414.45
FG: 414.17
FG: 413.64
FG: 414.84
FG: 414.17
FG: 413.64
5660+00 5661+00 5662+00 5663+00 5664+00 5665+005660+00 5661+00 5662+00 5663+00 5664+00 5665+00
10+00
11+00
12+00
13+00
FG: 413.76
FG: 413.58
B
B
INV: 398.90
INV: 399.62
FG: 401.51
FG: 401.89
5660+00 5661+00 5662+00 5663+00 5664+00 5665+00
12+00 12+62
1+00 2+00
C-207
SIPHON 8 PLAN -
AVENUE 88
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
A
V
E
TOP OF LINING
CONSTRUCTION
CENTERLINE
MATCH EXISTING GROUND
MATCH
EXISTING
GROUND
MATCH EXISTING GROUND
MATCH EXISTING GROUND
S
A
GC-8
S = 3.5%
A
C-905
C-905
C-905
C-905
B
S = 3.5%
5.00' 5.00'
C
C
C-130 F
F
PP#756298E
P
A
V
E
D
O & M ROAD
O & M ROAD
O & M ROAD
O & M ROAD
GC-12
S-901
S-901
S = 3.5% S = 3.5%
D
15" SD (RC01)
A. EXISTING SCE OVERHEAD ELECTRICAL TO BE RELOCATED BY
OTHERS PRIOR TO CONSTRUCTION.
B. EXISTING SCE POWER POLE IN CONFLICT WITH CONSTRUCTION TO
BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION.
C. EXISTING SID 24-INCH DIA. IRRIGATION PIPELINE, REMOVE AS
REQUIRED FOR SIPHON CONSTRUCTION.
D. EXISTING AT&T OVERHEAD COMMUNICATION LINE TO BE
RELOCATED BY OTHERS PRIOR TO CONSTRUCTION.
E. THE CONTRACTOR SHALL REMOVE AND DISPOSE OFTHE EXISTING
PAVING TO THE LIMITS SHOWN AND REPLACE PER DETAILS C-130.
F. INSTALL 15-INCH CULVERT WITH GALVANIZED STEEL END SECTION
TO MATCH DIAMETER BY CONTECH ENGINEERED SOLUTIONS, ALL
METAL SUPPLY, OR EQUAL, TYP OF 2.
G. EXISTING CANAL GATE, REMOVE AND DISPOSE OF GATE OFFSITE.
H. AVE 88 BRIDGE. 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.
SHEET KEYNOTES
E
X
I
S
T
I
N
G
R
O
W
F
U
T
U
W
C-404
C-101
C-101
C-215
LIMITS OF WORK
C-36
AVENUE 88 SIPHON
STA -1+57.79
END PAVEMENT
REPLACEMENT
AVENUE 88 CENTERLINE
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-207
ORIGINAL SHEET - ANSI D
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Sheet: of 203
C-404
C-404-2
E
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15" SD (RC01)F
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1 A M
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DM
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2 A M
EN
DM
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X
W
I D
T H
S T
A
O F
F S
AVENUE 88 EAST PAVING PLAN
S T
A
O F
F S
S T
A
O F
F S
S T
A
O F
F S
180.00' EASTBOUND
SHOULDER TRANSITION
50.00' WESTBOUND
SHOULDER TRANSITION
END PAVEMENT
REPLACEMENT
Attachment 20 Amendment No. 0005
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CULTIVATED
AutoCAD SHX Text
AVENUE 88
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PIPE
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GATE
AutoCAD SHX Text
GATE
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PIPE
AutoCAD SHX Text
GATE
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AVENUE 88
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
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