Drawing_GC-17_Attachment_21_Amendment_No__0003_0003.pdf
PDF 1 MB Posted
- Attached to
- FKC Middle Reach Capacity Correction Project Phase Federal contract opportunity
- Solicitation number
- 140R2020R0009
About this file
This document provides technical specifications and drawings for a federal construction project. The FKC Middle Reach Capacity Correction Project Phase 1 solicitation seeks construction services to increase capacity in the Friant-Kern Canal in California. The Bureau of Reclamation is the contracting agency. Services will include replacing and upgrading box culverts and siphons at multiple stations along the canal through activities such as installing new structural concrete, reinforcing steel, and drainage features. Detailed drawings specify dimensions, materials, and installation requirements for these infrastructure upgrades. The response deadline and award date are not provided in this document.
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Text version
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_GC-17
ORIGINAL SHEET - ANSI D
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2021.02.05
184031016
.1 2.
Sheet: of 203
GC-17
ADDITIONAL DETAILS
NTS
C. RIPPLER. RUCKERW. WEBER
A
SECTION
A
SCALE: 1/2" = 1'
ELEVATION
SCALE: 1/2" = 1'
(3-CELL SHOWN, 2-CELL SIMILAR)
C
L PIPE & L BOX CELL (TYP)
C
P
I
E
Y
P
1'-6"
1'-6"
MIN
MIN
M I N
M I N
LIMIT OF NEW STRUCTURAL
CONCRETE HEADWALL
M I N
M I N
1'-0"
RETROFIT WATERSTOP (TYP ALL AROUND)
PER STRUCTURE STANDARD DETAIL S-130
ON SHEET GS-2
EXISTING 4'-6" W x 4'-0" OR 4'-6" SQ
BOX CELL (TYP)
SIZE VARIES
SEE PLANS
CIVIL STADARD DETAIL C-681
ADDITIONAL REINFORCEMENT AROUND OPENING (TYP)
PER STRUCTURE STANDARD DETAIL S-130
ON SHEET GS-2
PIPE AND BOX INTERFACE JOINT
SEE NOTE 1
#4 @ 12" (MAX SPA)
EACH WAY, EACH FACE
O D
W I D
T H
PIPE ZONE BACKFILL
SEE GC-6 AND SPECS
SAND FILTER PLUG
TYPE J MATERIAL
PER SPECIFICATIONS
PROFILE
PLAN
3xOD
(30" OR SMALLER)
8' (36" OR LARGER)
E
R E
N C
H
PIPE ZONE BACKFILL
SEE GC-6 AND SPECS
M
I N
C-918
TRENCH SAND FILTER PLUG
T Y
P
M
I N
T Y
P
TRENCH BOTTOM
2'-0" NATIVE MATERIAL
COVER ABOVE PLUG
FINISHED GRADE
1.4D
D
8"
2"
D
8" (TYP)
D
T
Y
P
Y
P
TRASH RACK
#4 @ 9"
DRAIN PIPE
#4 @ 9" (TYP)
#4 @ 9"
U
N
O
#4 @ 9"
(TYP EACH SIDE)
DETAIL PLAN
A
SECTION
A
SLOPE 1:1 OR
AS INDICATED
5/8" HOLE FOR 1/2"
ADH ANCHOR
WITH NUT AND WASHER
(TYP EACH CORNER
AND @ 18" MAX
SPACING TOP)
PLAN
ELEVATION
1 1/2"x3/8" STEEL
BARS @ 2" OC WITH
3/8" BANDING BAR ALL
AROUND, SEAL WELDS,
GALVANIZE AFTER
FABRICATION
EXISTING CANAL LINER
EXISTING CANAL LINER
C-920
DRAIN PIPE INLET
C-921
TRASH RACK
C-921
C-919
STEEL PIPE TO CONCRETE BOX CONNECTION
x O
D
O
R
S
M A
L L
E R
O
R
L
A R
G E
R
NOTES:
1. REMOVE AND DISPOSE OF EXISTING INLET DRAIN STRUCTURE PER SECTION
02 41 19.
2. INLET/OUTLET PARAPETS (HEADWALLS) SHALL MEET REQUIREMENTS OF
CALTRANS STANDARD D82. INLET/OUTLET WINGWALLS SHALL MEET THE
REQUIREMENTS OF CALTRANS STANDARD DETAIL D84.
3. REFER TO C-700 SERIES CANAL CROSS SECTIONS FOR SIPHON PROFILES AT
EACH LOCATION.
4. SEE GS SHEETS FOR GENERAL REQUIREMENTS FOR STRUCTURAL
CONCRETE, REINFORCEMENT, AND CONCRETE CLEAR COVERS.
5. FINAL CULVERT OUTLET CONNECTION TO EXISTING CANAL SHALL NOT BE
MADE UNTIL NEW CANAL IS IN OPERATION AND EXISTING CANAL IS
PERMANENTLY DRAINED AND OUT OF OPERATION.
6. IRRIGATION AND DRAINAGE CULVERTS SHALL BE PROVIDED WITH
CONSTRUCTION JOINTS AT 30'-0" MAX SPACING USING DETAIL S-114 ON DWG
GS-2. REBAR SHALL BE CONTINUOUS THROUGH JOINT IN THE BOTTOM SLAB
ONLY. SIDE WALLS AND TOP DECK JOINT SHALL STOP REBAR PER DETAIL
S-902. JOINTS SHALL BE PROVIDED IN THE LEVEL REGION OF THE CULVERT
4'-0" MIN TO 6'-0" MAX, MEASURED AT TOP OF TOP SLAB, OFFSET FROM EACH
ANGLE POINT.
DRAINAGE CULVERT
C-916
STATION DIM "A" DIM "B" EL "A" EL "B" EL "C" T1 T2 T3
"C" BAR
SPACING
"C"
BAR SIZE
"D" BAR
SPACING
"D"
BAR SIZE
L1 L2 L3 D1
(FT) (FT) - (IN) (IN) (IN) (IN) (IN) (FT) (FT) (FT)
(FT)
5194+01 3 3 404.74 383.98 393.14 11 10 11 9 #5 12 #5 82.32 30.15 131.81 25.00
5300+02 5 5 402.22 381.06 389.96 14 10 15 6 #5 9 #5 80.96 30.88 131.19 26.02
5577+16 3 3 393.96 383.91 383.26 11 10 11 9 #5 12 #5 88.16 36.92 149.43 28.50
5648+30 3 3 392.64 384.37 381.80 11 10 11 9 #5 12 #5 87.75 29.58 145.42 30.25
5670+36 3 3 392.69 380.15 380.30 11 10 11 9 #5 12 #5 101.92 31.78 129.65 30.49
5708+32 3 3 393.62 379.92 380.36 11 10 11 9 #5 12 #5 100.37 32.00 129.68 30.43
5760+18 3 3 392.37 379.54 379.94 11 10 11 9 #5 12 #5 101.55 31.86 129.66 30.44
5782+00 3 3 392.60 379.40 379.99 11 10 11 9 #5 12 #5 101.49 31.89 129.75 30.38
5983+00 3 3 397.7 377.85 386.4 11 10 11 9 #5 12 #5 80.55 34.00 130.05 28.41
6001+12 3 3 398.72 377.91 384.6 11 10 11 9 #5 12 #5 84.76 34.53 128.93 27.27
6156+92 3 3 398.27 377.49 384.1 11 10 11 9 #5 12 #5 74.65 34.75 132.45 24.57
L1 L2 L3
D
EL "A"
EL "B"
EL "C"
PARALLEL
CANAL
M I N
DETAIL A
B
EXISTING SIPHON
NEW CONSTRUCTION
CONTRACTION JOINT WITH
HYDROPHILIC WATERSTOP,
TYP ALL AROUND
DIM "A"
D
M
B
DIM "A"
T
T2
T
"C" BARS
"D" BARS
"C" BARS
"D" BARS
TOP OPTIONAL
CONSTRUCTION JOINT (TYP.)
BOTTOM CONSTRUCTION
JOINT (TYP.)
2'-0" L X #4 DOWEL @ 12" SPACING
BOTTOM SLAB OF WINGWALL OR BOX
#4 @ 12" SPACING EACH WAY
CONCRETE INVERT SLAB
INLET/OUTLET INVERT SLAB DETAIL
S-130
1'-0"
MIN.
M I N
CML&C C200
STEEL PIPE
NOTES:
1. SPACING BETWEEN EXISTING BOX
AND NEW PIPE DEPENDS ON
EXISTING BOX INSIDE DIMENSIONS. IF
EXISTING BOX MATCHES PIPE I.D.
THE PIPE MAY BE PLACED IN DIRECT
CONTACT WITH EXPOSED FACE OF
BOX. IF THE BOX IS LARGER THAN
PIPE I.D., MATCH INVERTS AND THE
GAP BETWEEN PIPE AND BOX SHALL
EQUAL THE BOX DIMENSION MINUS
THE PIPE I.D. TIMES TWO BUT NO
LESS THAN 2".
EXISTING 4'-6" W x 4'-0" OR 4'-6" SQ
BOX CELL (TYP)
SIZE VARIES
SEE PLANS
PLAN
C-922
SIPHON OUTLET - TYPE 1
Station A B C L EL A EL B
(FT) (FT) (FT) (FT)
5379+97 5 4 6 9 398.59 396.34
5514+22 3 3 5 7.5 397.10 395.23
5577+16 3 3 5 7.5 393.96 392.09
5618+65 5 4 6 9 394.20 391.95
5648+30 3 3 5 7.5 392.64 390.77
5670+36 3 3 5 7.5 392.69 390.82
5708+32 3 3 5 7.5 393.62 391.75
5760+18 3 3 5 7.5 392.37 390.50 5782+00 3 3 5 7.5 392.60 390.73
L 8"
A
#5 @ 12"
ELEVATION
B
C
EL A
#5 @ 12"
6" FILLET
6" FILLET
8"
A
#5 @ 12"
C-922
EL B
S-114
30' MAX
NOTE 6
TYP
NOTE 6
4' MIN
6'MAX
AM
EN
DM
EN
T #
RR
M C
.0 5.
4' MIN
6'MAX
SIM
Attachment 21 Amendment No. 0003
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
File details come from the government source that posted it. Updated .