Attachment_22_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 an amendment for the FKC Middle Reach Capacity Correction Project Phase 1 provides construction plans and drawings. Key details include specifications for replacing an existing siphon under Road 192 with a new larger siphon, relocating overhead power lines and an underground communication line, installing culverts and raising a communications vault. The project will be carried out along the Friant-Kern Canal in Lindsay, California. Road 192 will be repaved according to separate requirements. The related federal contract opportunity is solicitation number 140R2020R0009 issued by the Department of the Interior Bureau of Reclamation for the FKC Middle Reach Capacity Correction Project Phase 1.
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Text version
5826+00 5827+00 5828+00 5829+00 5830+00
FG: 399.81
FG: 411.95
FG: 412.12
FG: 413.30
FG: 413.13
FG: 412.60
FG: 412.12
FG: 411.95
FG: 413.30
FG: 413.13
FG: 412.60
FG: 397.66
FG: 397.80
FG: 397.83
FG: 397.83
FG: 397.43
FG: 397.67
FG: 397.23
FG: 412.49
FG: 413.19
FG: 413.02
FG: 411.86
FG: 412.03
FG: 411.86
FG: 412.03
FG: 413.19
FG: 413.02
FG: 412.49
FG: 400.01
FG: 397.43
FG: 395.93
FG: 400.01
FG: 395.73
FG: 397.23
FG: 397.66
FG: 395.67
FG: 397.80
FG: 395.72
FG: 397.75
FG: 399.81
INV: 395.46
INV: 395.26
FG: 398.49
FG: 399.13
50.00'
TRANSITION
281.02'
TRIPLE 19' x 19' SIPHON BOX
50.00'
TRANSITION
5.00' 24.55' 87.09'
45.23'
PAVED
87.68' 23.96' 5.00'
TOS EL 413.80
TOL EL 410.80
INV EL 385.43
TOS EL 413.80
INV EL 380.52
INV EL 370.94 INV EL 370.94
INV EL 380.62
INV EL 385.32
TOS EL 413.69
TOS EL 413.69
TOL EL 410.69
STA 5825+72.73
STA 5829+53.75
C-209
SIPHON 10 PLAN -
ROAD 192
H: 1" = 20' V: 1" = 20'
C. RIPPLER. RUCKERB. WEBER
PROFILE
CANAL INVERT
EXISTING GRADE
TOP OF CANAL LINING
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
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- 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
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. 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-209
ORIGINAL SHEET - ANSI D
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2021.02.05
184031016
.1 2.
Sheet: of 203
0 20 40
SCALE IN FEET
R
O
A
D
TOP OF LINING
CONSTRUCTION
CENTERLINE
MATCH EXISTING
GROUND
MATCH EXISTING GROUND
MATCH EXISTING GROUND
S
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 DUCOR UNDERGROUND COMMUNICATION LINE TO BE RELOCATED
PRIOR TO CONSTRUCTION.
D. INSTALL 15-INCH CULVERT WITH GALVANIZED STEEL END SECTION TO MATCH
DIAMETER BY CONTECH ENGINEERED SOLUTIONS, ALL METAL, OR EQUAL,
TYP. OF 2.
E. EXISTING COMMUNICATIONS VAULT TO REMAIN. FURNISH AND INSTALL
30-INCH DIA. PRECAST RISER TO RAISE VAULT ACCESS 2'. CONTRACTOR TO
FIELD VERIFY SIZE OF VAULT PRIOR TO ORDERING GRADE RINGS.
F. KYTE & COUNTY FARMS ACCESS ROAD IS AN UNPAVED ACCESS ROAD FOR
FARM VEHICLES.
G. TEMPORARY CONSTRUCTION EASEMENT FOR TEMPORARY ROAD 192
SHOOFLY. SHOOFLY NOT SHOWN FOR CLARITY, SEE DWG T-3 THROUGH T-5.
SHEET KEYNOTES
A
GC-8
S = 3.5%
R
T
Y
P
A
C-905
C-905
C-905
S = 3.5%
5.00' 5.00'
P
A
V
E
D
C-130
MATCH EXISTING GROUND
PP#4224798E
PP#1631672E B
O & M
ROAD
O & M
ROAD
O & M
ROAD
O & M
ROAD
GC-12
S-901
S-901
S = 3.5% S = 3.5%
C
C-215
C-101 C-101
C
C
E
X
I
S
T
I
N
G
F
U
T
U
R
E
R
O
W
15"SD (RC01)
D
C-42
ROAD 192 SIPHON
LIMITS OF WORK
E
C-905
C-101
KYTE & COUNTY LINE
FARMS ACCESS ROAD
EASEMENT
10%
TEMPORARY
CONSTRUCTION
EASEMENT
G
15"SD (RC01)
D
H. ROAD 192 PAVING LIMITS SHOWN HEREIN ARE ONLY FOR THE APPROXIMATE
LIMITS OF THE ROADWAY REMOVED AND REPLACED AS PART OF THE
EXCAVATION FOR THE NEW SIPHON. TULARE COUNTY HAS RECENTLY
RECONSTRUCTED ROAD 192, AND AS SUCH ADDITIONAL MEASURES SHALL BE
TAKEN TO RECONSTRUCT ROAD 192 OUTSIDE THE LIMITS OF THIS
EXCAVATION, REFER TO DWG T-6 FOR THESE REQUIREMENTS.
H
H
G B
S = 1.5:1
S = 1.5:1
KYTE AND COUNTY LINE
FARMS EASEMENT
AM
EN
DM
EN
T #
RR
M C
.06 .17
Attachment 22 Amendment No. 0005
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ASPH
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CULTIVATED
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ASPH
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ROAD 192
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CULTIVATED
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AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
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