Attachment 13 - Drawing Part 4 of 5.pdf
PDF 22 MB Posted
- Attached to
- FKC Middle Reach Capacity Correction Project Phase Federal contract opportunity
- Solicitation number
- 140R2020R0009
About this file
This document provides details on a federal solicitation opportunity from the Department of the Interior Bureau of Reclamation. Solicitation number 140R2020R0009 seeks proposals for the FKC Middle Reach Capacity Correction Project Phase 1. The project aims to address capacity correction for the FKC Middle Reach. Attachment 13 to the solicitation is a drawing for part of the project scope. No other salient details are provided in this document.
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Text version
5000+00
5200+00
5400+00
5600+00
5800+00
6000+00
6200+00
6400+00
P056
GPS2
GPS3
GPS4
GPS5
GPS7
TIPTON
PIXLEY
EARLIMART
DELANO
STRATHMORE
AVE 56 DUCOR
TERRA
BELLA
TULARE COUNTY
KERN COUNTY
PORTERVILLE
S-1
SIPHON / CHECK
LOCATION MAP
1" = 7000'
KLO JEB JL
FRAZIER HWY
SCALE IN FEET
7000 14000
E TERRA BELLA AVENUE
R O
AD
R O
AD
SIPHON 2
AVE 136
AVE 128
SIPHON 3
SIPHON 4
HESSE AVE
AVE 112
SIPHON 5
SIPHON 6
SIPHON 7
SIPHON 8AVE 88
AVE 80
SIPHON 9
AVE 74
SIPHON 10
AVE 64
SIPHON 11
AVE 40
SIPHON 13
SIPHON 12 AVE 48
AVE 32
AVE 24
SIPHON 14
R O
AD
R O
AD
R O
AD
R O
AD
R O
AD
AVE 104
AVE 84
AVE 52
AVE 16
AVE 8
CECIL AVENUE
AVE 9
Project No.:
Scale:
Revision:
Drawing No.
Title Dsgn. Chkd. YYYY.MM.DDDwn.
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. D O
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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: 31016S-1
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184031016
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Sheet: of 203
WHITE RIVER CHECK
DEER CREEK CHECK
SIPHON 1
EXISTING TULE RIVER CHECK
(TO REMAIN)
AVE 152
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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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: 31016S-2
ORIGINAL SHEET - ANSI D
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Permit/Seal
YY
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Ac ce pt ed
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2021.02.05
184031016
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Sheet: of 203
S-2
ROAD SIPHONS SEG 2/4
TRANSITIONS - 1
KLO JEB JL
S-2
UPSTREAM PLAN1
SCALE: 1/8" = 1'-0"
(STRUCTURE SYM ABOUT C )L
A
S-2L CANAL AND SIPHONC
50'-0"
BOX SIPHONTRANSITION TO SIPHONCONCRETE LINED CANAL
(SEE CIVIL DRAWINGS)
'-0
'-0
/8
SE
G
M
EN
T 2)
'-1
/1
6" (S
EG
M
EN
T
4)
'-0
'-0
/8
SE
G M
EN
T
2)
'-1
/1 6"
(S
EG
M
EN
T 4)
Lw Lw
'-0
EX
PA
N
SI
O N
J O
IN
T
C O
N
TR
AC
TI
O N
J O
IN
T
C S-3
D S-3
E S-3
F S-4
B S-8
TOP OF BANK (TYP)
TOP OF CONCRETE
LINER (TYP)
EDGE OF CANAL
BOTTOM (TYP)
FLOW (U.S.)
1'-0"
2'-0"
CONCRETE ENDWALL
CONCRETE HEADWALL
1' -9
'-0
1' -6
'-0
1' -6
'-0
1' -9
1'-7"
(DOWNSTREAM PLAN OPPOSITE HAND)
S-2
UPSTREAM SECTIONA
SCALE: 1/8" = 1'-0"
INLET TRANSITION TO SIPHON
50'-0"
BOX SIPHONCONCRETE LINED CANAL
(SEE CIVIL DRAWINGS)
EX
PA
N
SI
O N
J O
IN
T
6" x 6" CHAMFER
CONCRETE ENDWALL
TOP OF BANK
TOP OF
CONCRETE LINER
CANAL INVERT
4' -0
FINISHED GRADE
(SEE CIVIL DRAWINGS)
CONCRETE HEADWALL
EL "A"
EL "C"
EL "B"
S-4
ALPHA
1'-0"
(DOWNSTREAM SECTION OPPOSITE HAND)
1' -7
'-0
2'- 0"
2'- 0"
TOP OF WALL
TABLE OF DATA
VARIES
(SEE PLAN)
8' -0
1'-0"
2'- 4"
C S-3
D S-3
E S-3
2'- 4"
S-8
EL "D"
S-4
R=9" (TYP)
TRANSITION STA
90.00°(TYP)
S-
S-
CHAINLINK FENCE
W/
POST INSERTS-512
C-101
Lb
S-
TRANSITION STA
Ls*
C O
N
TR
AC
TI
O N
JO
IN
T
S-
Lb
H w
CHAINLINK FENCE
W/
POST INSERT
S-512
C-101
F S-4
B S-8
30'-0" MAX
BETWEEN
CONTRACTION
JOINTS (TYP)
* OMIT THE CONTRACTION JOINT IN
SLOPED SIPHON ZONE WHEN Ls < 5'-0"
S-9
S-9
S-9
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: 31016S-3-4
ORIGINAL SHEET - ANSI D
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Permit/Seal
YY
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.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-3
ROAD SIPHONS SEG 2/4
TRANSITIONS - 2
KLO JEB JL
S-2
SECTIONC
SCALE: 1/4" = 1'-0"
S-2
SECTIONE
SCALE: 1/4" = 1'-0"S-2
SECTIOND
SCALE: 1/4" = 1'-0"
L CANALC
'-4
/1
6" (S
EG
M
EN
T
2)
'-0
/8
SE
G
M
EN
T 4)
H w
12'-0"
32'-0 5/8" (SEGMENT 2)
30'-1 5/16" (SEGMENT 4)Lw
4' -0
L CANALC
STRUCTURE SYM
ABOUT CL
L CANALC
STRUCTURE SYM
ABOUT CL
VARIES1'-7"*
(SEE PLANS)
SA
M
E
TH
K
AS
AD
JA
C
EN
T W
AL
L
SA
M
E
TH
K
AS
AD
JA
CE
NT
W
AL
L
VARIES1'-7"*
(SEE PLANS)
SA
M
E
TH
K
AS
AD
JA
C
EN
T W
AL
L
SA
M
E
TH
K
AS
AD
JA
CE
NT
W
AL
L
STRUCTURE SYM
ABOUT CL
4'- 0"
EL VARIESEL VARIES
EL "A"
LEVEL
1.5 : 1
LEVEL LEVEL
1.5 : 1
1.5 : 1
CONSTRUCTION
JOINT
FINISHED GRADE
(SEE CIVIL DRAWINGS)
FINISHED GRADE
(SEE CIVIL DRAWINGS)
FINISHED GRADE
(SEE CIVIL DRAWINGS)
CONSTRUCTION JOINT
CONSTRUCTION JOINT
CHAINLINK FENCE
#6 @ 12" EACH FACE
#4 @ 12" EACH FACE
#4 @ 12" EACH FACE
EMBED VERT. BARS
IN SLAB
CHAINLINK FENCE
#4 @ 12"
#5 @ 6"
#7 @ 12"#7 @ 6"
#5 @ 6"
#5 @ 12"
#7 @ 12"
#7 @ 6"
#7 @ 12"
#5 @ 12"
#5 @ 6"
#7 @ 12"
3'-0"
OPTIONAL
CONSTRUCTION JOINT
OPTIONAL
CONSTRUCTION JOINT
#4 EACH FACE
#7 @ 12"
#5 @ 12"
#5 @ 6"
#7 @ 12"
OPTIONAL
CONSTRUCTION JOINT
CHAINLINK FENCE
#4 @ 12"
#5 @ 6"
#7 @ 12"#7 @ 6"
#5 @ 6"
#5 @ 12"
#7 @ 12"
1'-7"*
EL "C"
EXTERIOR CANAL WALL BEYOND
G S-4
* WALL THICKNESS MEASURED
PERPENDICULAR TO WALL FACES
EL "C"
EL "C"
3'-0"
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: 31016S-3-4
ORIGINAL SHEET - ANSI D
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Permit/Seal
YY
YY
.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-4
ROAD SIPHONS SEG 2/4
TRANSITION - 3
KLO JEB JL
S-2
DETAIL1
SCALE: 1/4" = 1'-0"
SL
AB
TH
IC
KN
ES
S S-4
DETAIL2
SCALE: 1/4" = 1'-0"
'-0
4'-0"
MIN
6'-0"
MAX
'-0
2'
-4
2' -0
FINISHED GRADE
(SEE CIVIL DRAWINGS)
CONCRETE HEADWALL CONCRETE HEADWALL
FINISHED GRADE
(SEE CIVIL DRAWINGS)
.0
0°
LEVEL
S-2
SECTIONF
SCALE: 1/4" = 1'-0"
L CANALC
'-0
STRUCTURE SYM
ABOUT CL
VARIES
SEE
PLAN
EL VARIES
9'-6" 2'
-0
2' -4
'-4
1'-6" 19'-0"
VARIES
(SEE PLAN)
VARIES
(SEE PLAN)
FINISHED GRADE
(SEE CIVIL DRAWINGS)
CONSTRUCTION
JOINT
INTERIOR
CONSTRUCTION JOINT
(NO WATERSTOP) (TYP)
#7 @ 6"
EMBED HORIZ BARS
FROM TRANSITION SLAB
#6 @ 12"
#8 @ 12" #8 @ 6"
EXTERIOR
CONSTRUCTION JOINT
(TYP)
EMBED HORIZ BARS
FROM TRANSITION WALL
4'-0"
#8 @ 6"
EMBED BARS
FROM
DETAIL 1, S-4
4'-0"
S-118
OPTIONAL
CONSTRUCTION JOINT
C O
N
TR
AC
TI
O N
JO
IN
T
S-2
DETAIL3
SCALE: 1/4" = 1'-0"
8' -0
3'
-0
#6 @ 12"
TRANSITION WALL
REINFORCING
CONSTRUCTION JOINT
#6 @ 6"
CONCRETE HEADWALL
CHAINLINK FENCE
1'-0"
S-
#6 @ 6"
#6 @ 12" (6" AT ENDS)
#4 @ 12"
NORMAL TRANSITION
SLAB REINFORCING
#6 @ 6"
FOR REINFORCING
SEE SCT F (S-4)
EXTEND TRANSITION
WALL HORIZONTAL BARS
INTO BOX SIDEWALL (TYP)
C O
N
TR
AC
TI
O N
J O
IN
T
S-
2'-0"
VA
R
IE
S
1' -9
" T O
1' -7
/4
CONSTRUCTION
JOINT
FOR REINFORCING
SEE SCT F (S-4)
(T
YP
A
LL
AR
O
U N
D
(T
YP
A
LL
A R
O U
N D
(LEFT END SHOWN, RIGHT END
OPPOSITE HAND)
SIPHON TOP SLAB
30'-0" MAX
BETWEEN
CONTRACTION
JOINTS
#6 @ 6"
2'- 4"
2'- 0"
CHAINLINK FENCE
SL
AB
TH
IC
KN
ES
S
2:1
90.00°
5'-0"
EXTEND TRANSITION
WALL HORIZONTAL BARS
INTO BOX SIDEWALL (TYP)
(FOR ALPHA = 0 DEG)
(UPSTREAM SHOWN,
DOWNSTREAM OPPOSITE HAND)
(FOR ALPHA = 30 DEG)
(UPSTREAM SHOWN,
DOWNSTREAM OPPOSITE HAND)
(UPSTREAM SHOWN,
DOWNSTREAM OPPOSITE HAND)
SEGMENT 2
.7
0°
8' -0
3'
-0
#6 @ 12"
TRANSITION WALL
REINFORCING
CONSTRUCTION JOINT
#6 @ 6"
CONCRETE HEADWALL
1'-0"
2'-0"
VA
R
IE
S
1' -9
" T O
1' -7
/1
6"
SIPHON TOP SLAB
#6 @ 6"
SEGMENT 4
.6
1°
#7 @ 6"
#8 @ 6"
NORMAL TRANSITION
SLAB REINFORCING
FOR REINFORCING
SEE SCT F (S-4)
#6 @ 6"
FOR REINFORCING
SEE SCT F (S-4)
#6 @ 6"
#6 @ 12" (6" AT ENDS)
#4 @ 12"
EL "C"EL "C"
EL "B" EL "B"
EL "D"
S-3
SECTIONG
SCALE: 1/4" = 1'-0"
2'-0"
4' -0
1'-0"
6" x 6" CHAMFER
SL
AB
TH
IC
KN
ES
SNORMAL SLAB
REINFORCING
#4 @ 12" EF
VERT BAR
SPACING
HO
RI
Z
BA
R
SP
AC
IN
G
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: 31016S-5
ORIGINAL SHEET - ANSI D
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Permit/Seal
YY
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.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-5
ROAD SIPHONS SEG 3
TRANSITIONS - 1
KLO JEB JL
S-5
UPSTREAM PLAN1
SCALE: 1/8" = 1'-0"
(STRUCTURE SYM ABOUT C )L
A
S-5L CANAL AND SIPHONC
50'-0"
BOX SIPHONTRANSITION TO SIPHONCONCRETE LINED CANAL
(SEE CIVIL DRAWINGS)
'-0
'-0
/8
'-0
'-0
/8
Lw Lw
'-0
EX
PA
N
SI
O N
J O
IN
T
C O
N
TR
AC
TI
O N
J O
IN
T
C S-6
D S-6
E S-6
F S-7
B S-8
TOP OF BANK (TYP)
TOP OF CONCRETE
LINER (TYP)
EDGE OF CANAL
BOTTOM (TYP)
1'-0"
2'-0"
CONCRETE ENDWALL
CONCRETE HEADWALL
'-0
1' -6
'-0
1' -6
'-0
(DOWNSTREAM PLAN OPPOSITE HAND)
S-5
UPSTREAM SECTIONA
SCALE: 1/8" = 1'-0"
INLET TRANSITION TO SIPHON
50'-0"
BOX SIPHONCONCRETE LINED CANAL
(SEE CIVIL DRAWINGS)
EX
PA
N
SI
O N
J O
IN
T
6" x 6" CHAMFER
CONCRETE ENDWALL
TOP OF BANK
TOP OF
CONCRETE LINER
CANAL INVERT
4' -0
FINISHED GRADE
(SEE CIVIL DRAWINGS)
CONCRETE HEADWALL
EL "A"
EL "C"
EL "B"
S-7
ALPHA
1'-0"
(DOWNSTREAM SECTION OPPOSITE HAND)
1' -1
0"
'-0
TOP OF WALL
TABLE OF DATA
1'-10"
8' -0
1'-3"
VARIES
(SEE PLANS)
C S-6
D S-6
E S-6
EL "D"
S-7
R=9" (TYP)
TRANSITION STA
90.00°(TYP)
S-
S-
CHAINLINK FENCE
W/
POST INSERTS-512
C-101
Lb
FLOW (U.S.)
H w
TRANSITION STA
CHAINLINK FENCE
W/
POST INSERT
S-512
C-101
S-
Ls*
C O
N
TR
AC
TI
O N
JO
IN
T
S-
Lb
* OMIT THE CONTRACTION JOINT IN
SLOPED SIPHON ZONE WHEN Ls < 5'-0"
S-8
30'-0" MAX
BETWEEN
CONTRACTION
JOINTS (TYP)
B S-8
F S-7
** SEE DRAWINGS S-7 & S-8 FOR THESE DIMENSIONS.
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: 31016S-6-7
ORIGINAL SHEET - ANSI D
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Ap pd
Permit/Seal
Permit/Seal
YY
YY
.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-6
ROAD SIPHONS SEG 3
TRANSITIONS - 2
KLO JEB JL
S-5
SECTIONC
SCALE: 1/4" = 1'-0"
S-5
SECTIONE
SCALE: 1/4" = 1'-0"S-5
SECTIOND
SCALE: 1/4" = 1'-0"
L CANALC
'-4
/1
6" H w
12'-0"32'-0 5/8"Lw
1'-10"*
4' -0
L CANALC
STRUCTURE SYM
ABOUT CL
L CANALC
STRUCTURE SYM
ABOUT CL
VARIES1'-10"*
(SEE PLANS)
SA
M
E
TH
K
AS
AD
JA
C
EN
T W
AL
L
VARIES1'-10"*
(SEE PLANS)
SA
M
E
TH
K
AS
AD
JA
C
EN
T W
AL
L
SA
M
E
TH
K
AS
AD
JA
CE
NT
W
AL
L
STRUCTURE SYM
ABOUT CL
4'- 0"
EL VARIESEL VARIES
EL "A"
FINISHED GRADE
(SEE CIVIL DRAWINGS)
FINISHED GRADE
(SEE CIVIL DRAWINGS)
FINISHED GRADE
(SEE CIVIL DRAWINGS)
1.5 : 1
1.5 : 1
LEVEL
LEVEL LEVEL
CONSTRUCTION JOINT
CHAINLINK FENCE
#6 @ 6" EACH FACE
#4 @ 12" EACH FACE
#4 @ 12" EACH FACE
EMBED VERT. BARS
IN SLAB
OPTIONAL
CONSTRUCTION JOINT
#4 EACH FACE
CONSTRUCTION JOINT
CHAINLINK FENCE
#4 @ 12"
#6 @ 6"
#8 @ 12"#8 @ 6"
#6 @ 6"
#6 @ 12"
#8 @ 12"
#8 @ 6"
#8 @ 12"
#6 @ 12"
#6 @ 6"
#8 @ 12"
4'-0"
OPTIONAL
CONSTRUCTION JOINT
SA
M
E
TH
K
AS
AD
JA
CE
NT
W
AL
L
1.5 : 1
CONSTRUCTION
JOINT
#8 @ 12"
#6 @ 12"
#6 @ 6"
#8 @ 12"
OPTIONAL
CONSTRUCTION JOINT
CHAINLINK FENCE
#4 @ 12"
#6 @ 6"
#8 @ 12"#8 @ 6"
#6 @ 6"
#6 @ 12"
#8 @ 12"
EL "C"
EXTERIOR CANAL WALL BEYOND
G S-7
* WALL THICKNESS MEASURED
PERPENDICULAR TO WALL FACES
EL "C"
EL "C"
4'-0"
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: 31016S-6-7
ORIGINAL SHEET - ANSI D
c:
\p w w or kd ir\ d0
\3 s-6 -7
.0 2.
:0 7:
P
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w w w .st an te c.
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St an te c
C S tre et
S ui te
Sa cr am en to , C
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4.
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-K
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DL
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AP
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Li nd sa y, C
A
YY
YY
.M
M .D
D Re vis io n By
Ap pd
Permit/Seal
Permit/Seal
YY
YY
.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-7
ROAD SIPHONS SEG 3
TRANSITIONS - 3
KLO JEB JL
S-5
SECTIONF
SCALE: 1/4" = 1'-0"
L CANALC
'-0
STRUCTURE SYM
ABOUT CL
VARIES
SEE
PLANS
EL VARIES
9'-6"
2' -0
TY
P U
N O
2'
-4
TE
R
R A
BE
LL
A
AV
E O
N
LY
2'
-4
TY
P
U N
O
2' -8
TE
R R
A
BE
LL
A
AV
E
O N
LY
'-4
TY
P U
N O
'-0
TE
R
R A
BE
LL
A
AV
E O
N
LY
1'-6" 19'-0"
FINISHED GRADE
(SEE CIVIL DRAWINGS)
INTERIOR
CONSTRUCTION JOINT
(NO WATERSTOP) (TYP)
#7 @ 6"
EMBED HORIZ BARS
FROM TRANSITION SLAB
#6 @ 12"
#8 @ 12" #8 @ 6"
EXTERIOR
CONSTRUCTION JOINT
(TYP)
EMBED HORIZ BARS
FROM TRANSITION WALL
4'-0"
#7 @ 6"
EMBED BARS
FROM
DETAIL 1, S-7
4'-0"
S-118
OPTIONAL
CONSTRUCTION
JOINT
S-5
DETAIL1
SCALE: 1/4" = 1'-0"
SL
AB
TH
IC
KN
ES
S
S-7
DETAIL2
SCALE: 1/4" = 1'-0"
'-0
4'-0"
MIN
6'-0"
MAX
'-0
2'
-4
2' -0
FINISHED GRADE
(SEE CIVIL DRAWINGS)
CONCRETE HEADWALL CONCRETE HEADWALL
FINISHED
GRADE
(SEE CIVIL
DRAWINGS)
.0
0°
LEVEL
VARIES
(SEE PLAN)
VARIES
(SEE PLAN)
CONSTRUCTION
JOINT
C O
N
TR
AC
TI
O N
JO
IN
T
CHAINLINK FENCE
S-
#7 @ 6"
#6 @ 12" (6" AT ENDS)
#4 @ 12"
NORMAL TRANSITION
SLAB REINFORCING
#7 @ 6"
FOR REINFORCING
SEE SCT F (S-7)
EXTEND TRANSITION
WALL HORIZONTAL BARS
INTO BOX SIDEWALL (TYP)
C O
N
TR
AC
TI
O N
J O
IN
T
S-
CONSTRUCTION
JOINT
FOR REINFORCING
SEE SCT F (S-7)
(T
YP
A
LL
AR
O
U N
D
(T
YP
A
LL
A R
O U
N D
30'-0" MAX
BETWEEN
CONTRACTION
JOINTS
2'- 4"
(T
YP
U
NO
2'- 8"
(T
ER
RA
B
EL
LA
A
VE
O
NL
Y)
2'- 0"
(T
YP
U
NO
2'- 4"
(T
ER
RA
B
EL
LA
A
VE
O
NL
Y)
CHAINLINK FENCE
SL
AB
TH
IC
KN
ES
S
90.00°
5'-0"
EXTEND TRANSITION
WALL HORIZONTAL BARS
INTO BOX SIDEWALL (TYP)
(FOR ALPHA = 0 DEG)
(UPSTREAM SHOWN,
DOWNSTREAM OPPOSITE HAND)
(FOR ALPHA = 30 DEG)
(UPSTREAM SHOWN,
DOWNSTREAM OPPOSITE HAND)
S-5
DETAIL3
SCALE: 1/4" = 1'-0"
8' -0
3'
-0
#6 @ 12"
TRANSITION WALL
REINFORCING
CONSTRUCTION JOINT
#6 @ 6"
#7 @ 6"
CONCRETE HEADWALL
1'-3"
2'-0"
VA
R
IE
S
1' -9
" T O
1' -1
7/
8"
(LEFT END SHOWN, RIGHT END
OPPOSITE HAND)
SIPHON TOP SLAB
#7 @ 6"
(UPSTREAM SHOWN,
DOWNSTREAM OPPOSITE HAND)
.7
0°
#8 @ 6"
#8 @ 6"
2:1
NORMAL TRANSITION
SLAB REINFORCING
FOR REINFORCING
SEE SCT F (S-7)
#7 @ 6"
#6 @ 12" (6" AT ENDS)
#4 @ 12"
#7 @ 6" FOR REINFORCING
SEE SCT F (S-7)
EL "B"
EL "C" EL "C"
EL "B" EL "D"
S-6
SECTIONG
SCALE: 1/4" = 1'-0"
2'-0"
4' -0
1'-0"
6" x 6" CHAMFER
SL
AB
TH
IC
KN
ES
SNORMAL SLAB
REINFORCING
#4 @ 12" EF
VERT BAR
SPACING
HO
RI
Z
BA
R
SP
AC
IN
G
* VARIES 2'-2" TO 1'-10 7/8" AT
TERRA BELLA AVE ONLY
S-2
SECTIONB
SCALE: 1/4" = 1'-0"
S-2
DETAIL3
SCALE: 1/4" = 1'-0"
L CANALC
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: 31016S-8
ORIGINAL SHEET - ANSI D
c:
\p w w or kd ir\ d0
\3 s-8
.0
2.
:0
8:
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Te l:
w w w .st an te c.
co m
St an te c
C S tre et
S ui te
Sa cr am en to , C
A
6.
4.
A
B
C
NT
-K
ER
N C
DL
E
RE
AC
H
C
AP
RR
EC
TIO
N
PR
O
JE
E
Li nd sa y, C
A
YY
YY
.M
M .D
D Re vis io n By
Ap pd
Permit/Seal
Permit/Seal
YY
YY
.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-8
ROAD SIPHONS
(COUNTY)BOX SECTIONS
KLO JEB JL
FINISHED GRADE
(SEE CIVIL DRAWINGS)
(S E
N O
TE
STRUCTURE SYM
ABOUT CL
C O
VE
R
VA
R
IE
S
'-0
2' -0
TY
P U
N O
2'
-4
TE
R
R A
BE
LL
A
AV
E O
N
LY
2' -4
TY
P U
N O
2'
-8
TE
R
R A
BE
LL
A
AV
E O
N
LY
31'-9" (TYP UNO)
32'-2" (TERRA BELLA AVE ONLY)
9'-6" 1'-6"
19'-0"
1'-9" (TYP UNO)
2'-2" (TERRA BELLA AVE ONLY)
.0
0°2'- 4"
(T
YP
U
NO
2'- 8"
(T
ER
RA
B
EL
LA
A
VE
O
NL
Y)
'-0
2'- 0"
(T
YP
U
NO
2'- 4"
(T
ER
RA
B
EL
LA
A
VE
O
NL
Y)
LEVEL
NOTES:
1. TOTAL COVER OVER BOX SIPHON:
4'-0" MINIMUM REQUIRED, NOT TO EXCEED 14'-0" AT ANY LOCATION.
LEVEL
STRUCTURAL BACKFILL LIMITS
INTERIOR
CONSTRUCTION JOINT
(NO WATERSTOP) (TYP)
EXTERIOR
CONSTRUCTION
JOINT (TYP)
S-904 S-118
#6 @ 12"
#8 @ 12"
#7 @ 6"
#7 @ 12"
#7 @ 6"
#7 @ 12"
#7 @ 12"
#8 @ 6"
4'-0"
4'-0"
4'-0"
MIN
6'-0"
MAX
C O
N
TR
AC
TI
O N
JO
IN
T
S-
(T
YP
A
LL
AR
O
U N
D
(UPSTREAM SHOWN,
DOWNSTREAM OPPOSITE HAND)
30'-0" MAX
BETWEEN
CONTRACTION
JOINTS
LOAD RATING INFORMATION:
LOCATIONS:
AVENUE 152 OVER FRIANT-KERN CANAL
AVENUE 136 OVER FRIANT-KERN CANAL
AVENUE 128 OVER FRIANT-KERN CANAL
AVENUE 112 OVER FRIANT-KERN CANAL
TERRA BELLA AVENUE OVER FRIANT-KERN CANAL
ROAD 208 OVER FRIANT-KERN CANAL
AVENUE 88 OVER FRIANT-KERN CANAL
AVENUE 80 OVER FRIANT-KERN CANAL
ROAD 192 OVER FRIANT-KERN CANAL
AVENUE 56 OVER FRIANT-KERN CANAL
AVENUE 48 OVER FRIANT-KERN CANAL
AVENUE 40 OVER FRIANT-KERN CANAL
ROAD 184 & AVENUE 24 OVER FRIANT-KERN CANAL
STRUCTURE TYPE: CAST-IN-PLACE BOX SIPHON
RATING METHOD: AASHTO MANUAL FOR BRIDGE EVALUATION, 3RD ED. W/
CALIFORNIA AMENDMENTS, LOAD AND RESISTANCE FACTOR (LRFR)
COVER: 4'-0" MIN. 14'-0" MAX. (INCLUDES 6" MAX. ASPHALT WEARING SURFACE)
RATING FACTORS:
HL-93 (INV): 1.68
HL-93 (OPR): 2.18
EV2 (LEGAL): 1.45
EV3 (LEGAL): 1.49
CALIFORNIA P-13 (PERMIT): 2.25
EL VARIES
S-5
#8 @ 6"
#8 @ 6"
S-5
PREPARE SUBGRADE PER
PROJECT SPECIFICATIONS
EL "D"
#5 @ 12"
VERT BARSPACING
HO
RI
Z
BA
R
SP
AC
IN
G
NOTES:
1. TOTAL COVER OVER BOX SIPHON:
4'-0" MINIMUM REQUIRED, NOT TO EXCEED 9'-6" MAXIMUM AT ROADWAY
LOCATIONS SUBJECT TO VEHICLE LIVE LOADS, OR NOT TO EXCEED 12'-0"
MAXIMUM AT OTHER LOCATIONS NOT SUBJECT TO VEHICLE LIVE LOADS.
LOAD RATING INFORMATION:
LOCATIONS:
AVENUE 152 OVER FRIANT-KERN CANAL
AVENUE 136 OVER FRIANT-KERN CANAL
AVENUE 128 OVER FRIANT-KERN CANAL
AVENUE 112 OVER FRIANT-KERN CANAL
TERRA BELLA AVENUE OVER FRIANT-KERN CANAL
ROAD 208 OVER FRIANT-KERN CANAL
AVENUE 88 OVER FRIANT-KERN CANAL
AVENUE 80 OVER FRIANT-KERN CANAL
ROAD 192 OVER FRIANT-KERN CANAL
AVENUE 56 OVER FRIANT-KERN CANAL
AVENUE 48 OVER FRIANT-KERN CANAL
AVENUE 40 OVER FRIANT-KERN CANAL
ROAD 184 & AVENUE 24 OVER FRIANT-KERN CANAL
STRUCTURE TYPE: CAST-IN-PLACE BOX SIPHON
RATING METHOD: AASHTO MANUAL FOR BRIDGE EVALUATION, 3RD ED. W/
CALIFORNIA AMENDMENTS, LOAD AND RESISTANCE FACTOR (LRFR)
COVER: 4'-0" MIN. 9'-6" MAX. (INCLUDES 6" MAX. ASPHALT WEARING SURFACE)
RATING FACTORS:
HL-93 (INV): 1.33
HL-93 (OPR): 1.72
EV2 (LEGAL): 1.15
EV3 (LEGAL): 1.19
CALIFORNIA P-13 (PERMIT): 1.80
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: 31016S-10-11
ORIGINAL SHEET - ANSI D
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\p w w or kd ir\ d0
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S ui te
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Li nd sa y, C
A
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YY
.M
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D Re vis io n By
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Permit/Seal
Permit/Seal
YY
YY
.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-10
DEER CREEK CHECK
UPSTREAM PLAN
KLO JEB JL
S-10
UPSTREAM PLAN1
SCALE: 1/8" = 1'-0"
(STRUCTURE SYM ABOUT C )L
A S-12
L CANAL, DEER CREEK CHECK
STRUCTURE, AND SIPHON
C
WEIR WALL (TYP)
STOP LOG GUIDE
(TYP 8 PLACES)
70'-0" 51'-0"
BOX SIPHONCHECK STRUCTUREINLET TRANSITION TO CHECK STRUCTURECONCRETE LINED CANAL
(SEE CIVIL DRAWINGS)
INLET TRANSITION TO SIPHON
'-0
'-0
/8
'-0
'-0
/8
'-3
'-6
6' -0
2'
-3
'-0
2' -3
'-0
2' -3
'-0
2' -3
'-0
2'
-3
6' -0
2'
-4
2' -4
4'-0" 9'-0" 29'-0" 5'-0" 4'-0" 6'-0"
5'x5' LANDING PAD
9'x5' LANDING PAD
GRATING
RADIAL GATE GUIDE
(TYP 8 PLACES)
PIN BLOCK
(TYP 8 PLACES)
EX
PA
N
SI
O N
J O
IN
T
EX
PA
N
SI
O N
J O
IN
T
EX
PA
N
SI
O N
J O
IN
T
C O
N
TR
AC
TI
O N
J O
IN
T
C S-13
D S-13
E S-13
F S-13
H S-14
I S-14
B S-15
WEIR CREST LENGTH (TYP)
67'-6"
W POSTS
(TYP 9 EQ SPA)
TOP OF BANK (TYP)
TOP OF CONCRETE
LINER (TYP)
EDGE OF CANAL
BOTTOM (TYP)
FLOW
STOP LOG GUIDE
(TYP 8 PLACES)
REMOVABLE RAILING ON
CONCRETE WALKWAYS W/
SIDE MOUNTING BRACKET
(TYP) CHAINLINK FENCE
W/
POST INSERT
1' -6
'-0
1' -6
'-0
1' -6
'-0
1' -6
'-0
1'
-6
1'-0"
CUTOFF WALL (TYP)
1'-0"
2'-0 1/8"
1'-0 1/16"
2'-4"
5'-0"
G S-14
'-1
/4
30'-0"
2'-0"
CONCRETE ENDWALL
CONCRETE HEADWALL
8' -0
1'-3"
S-512
S-515
REMOVABLE RAILING
ON GRATING SUPPORT BEAM W/
WELDED CONNECTION (TYP)
S-515
S-501
S-
S-
S-
S-
2CHAINLINK FENCE
W/
POST INSERTS-512
36" WIDE FENCE GATE
(TYP)
S-192 5'x5' LANDING PAD
S-192
S-192
20'-0" SECTION D 20'-0" SECTION E 30'-0" SECTION F
C-103
C-101
C-101
S-26
S-26
S-26
S-16
L S-25
1' -8
7'-4"
6"
1'-2"
'-0
1'
-6
1' -6
R=9" (TYP)
R=1'-1 1/2" (TYP)R=1'-1 1/2" (TYP)
RECTANGULAR OPENING
(TYP 8 PLACES)
S-148
TRANSITION STA 5537+65.21
90.00°(TYP)
WP
WP
'-6
S-11
'-6
196'-2 11/16"
S-11
(T
YP
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: 31016S-10-11
ORIGINAL SHEET - ANSI D
c:
\p w w or kd ir\ d0
\3 s-1 0-
.0
2.
:1
0:
P M
Te l:
w w w .st an te c.
co m
St an te c
C S tre et
S ui te
Sa cr am en to , C
A
6.
4.
A
B
C
NT
-K
ER
N C
DL
E
RE
AC
H
C
AP
RR
EC
TIO
N
PR
O
JE
E
Li nd sa y, C
A
YY
YY
.M
M .D
D Re vis io n By
Ap pd
Permit/Seal
Permit/Seal
YY
YY
.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-11
DEER CREEK CHECK
DOWNSTREAM PLAN
KLO JEB JL
S-11
DOWNSTREAM PLAN1
SCALE: 1/8" = 1'-0"
L CANAL, DEER CREEK CHECK
STRUCTURE, AND SIPHON
(STRUCTURE SYM ABOUT C )L
50'-0"
OUTLET TRANSITION FROM SIPHON CONCRETE LINED CANAL
(SEE CIVIL DRAWINGS)
EX
PA
N
SI
O N
J O
IN
T
1'-0"
'-0
'-0
/8
'-0
'-0
/8
TOP OF BANK (TYP)
TOP OF CONCRETE
LINER (TYP)
EDGE OF CANAL
BOTTOM (TYP)
FLOW
BOX SIPHON
C O
N
TR
AC
TI
O N
J O
IN
T
(T
YP
A S-12
1' -6
'-0
1' -6
'-0
1' -6
'-0
1' -6
'-0
1'
-6
K S-15
J S-15
'-6
1' -6
'-1
/4
2'-0"
CONCRETE ENDWALL
CONCRETE HEADWALL
B S-15
C
1'-3"
S-
S-
CHAINLINK FENCE
W/
POST INSERTS-512
S-16
C-101
S-10
U.S. WALL LAYOUT VIEW2
SCALE: 3/4" = 1'-0"
86.33°
83.04°
.00
.00
90.00°
I S-14
TRANSITION STA 5541+62.43
(TYP)
90.00°
R=9" (TYP)
'-6
'-6
196'-2 11/16"
S-10
U.S. WALL LAYOUT VIEW1
SCALE: 1" = 1'-0"
WP
1'-0"
1'-3" 3'-0"
1'-0"
4' -1
/1
6"
WEIR WALL
EXTERIOR WALL
VAR
IES
VAR
IES
VAR
IES
2' -4
6'
-0
2' -3
2'-2 1/2"
.96
.00
.67
2'-0 1/8"
1 5/16"
.56
VAR
IES
VAR
IES
VAR
IES
1'-0"
WEIR WALL
EDGE OF END WALL
EXTERIOR WALL
EXPANSION JOINT
(PARALLEL TO WP)
'-6
(T
O E
N D
O F
EN
D
W
AL
L)
1'-0 1/16"
6 15/16"
83.85°
87.44°
.15
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: 31016S-12-16
ORIGINAL SHEET - ANSI D
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\3 s-1 2-
.0
2.
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2:
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Te l:
w w w .st an te c.
co m
St an te c
C S tre et
S ui te
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A
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4.
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AC
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RR
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PR
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Li nd sa y, C
A
YY
YY
.M
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D Re vis io n By
Ap pd
Permit/Seal
Permit/Seal
YY
YY
.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-12
DEER CREEK CHECK
SECTIONS - 1
KLO JEB JL
S-10
UPSTREAM SECTIONA
SCALE: 1/8" = 1'-0"
OUTLET TRANSITION FROM SIPHON
INLET TRANSITION TO SIPHONCHECK STRUCTUREINLET TRANSITION TO CHECK STRUCTURE
S-11
DOWNSTREAM SECTIONA
SCALE: 1/8" = 1'-0"
70'-0" 51'-0" 30'-0"
BOX SIPHONCONCRETE LINED CANAL
(SEE CIVIL DRAWINGS)
CONCRETE LINED CANAL
(SEE CIVIL DRAWINGS)
BOX SIPHON
50'-0"
C O
N
TR
AC
TI
O N
JO
IN
T (T
YP
EX
PA
N
SI
O N
JO
IN
T
'-0
'-0
1'
-1 0"
2' -2
4'-0" 9'-0" 29'-0" 5'-0" 4'-0"
'-6
1' -4
TY
P)
13'-0"1'-0" (TYP)
2' -4
4' -0
(T
YP
CUTOFF WALL
(TYP)
2' -4
8' -0
CONCRETE ENDWALL
TOP OF BANK
TOP OF
CONCRETE
LINER
CANAL INVERT
FLOW1'
-0
4' -0
W POST (TYP) 9 BAYS AT EQ SPA
WEIR WALL CREST
STOP LOG GUIDE
TOP OF WALL AND
GRATING
STOP LOG GUIDE
PIN BLOCK
RADIAL GATE GUIDE
TOP OF WALL AND
WALKWAY
REMOVABLE RAILING ON
CONCRETE WALKWAYS W/
SIDE MOUNTING BRACKET
(TYP)
FLOW
8' -0
2' -2
1'
-1 0"
4' -0
1'-0"
TOP OF BANK
TOP OF CONCRETE
LINER
CANAL INVERT
6'-0" 24'-0"
TOP OF WALL
FINISHED GRADE DEER CREEK
(SEE CIVIL DRAWINGS)
FINISHED GRADE DEER CREEK
(SEE CIVIL DRAWINGS)
26'-6"
R=25'-9 1/2"
(C WALL PLATE)
GATE
SILL
L
CONCRETE HEADWALL
CONCRETE HEADWALL
EL "A"
EL "E"
EL "D"
EL "B" EL "B"
.0
0°
'-0
1'-
2'- 2"
2'- 2"
EL "D"
EL "C"
2'-4"
EL "F"
EL "I"
EL "I"
EL "H"
25.00°
14'-0"
1'-10"
2'-2"
1'-10"
1' -6
EL "F"
EL "G"
ELEVATION DATA
S-16
VARIES
(SEE PLANS)
VARIES
(SEE PLANS)
EL. 377.00
EL. 368.00
EL. 368.00
EX
PA
N
SI
O N
JO
IN
T
EX
PA
N
SI
O N
JO
IN
T
EX
PA
N
SI
O N
JO
IN
T
CHAINLINK FENCE
W/
POST INSERT
S-512
S-
S-
S-
S-
S-
S-515
REMOVABLE RAILING
ON GRATING SUPPORT BEAM
W/ WELDED CONNECTION (TYP)
S-515
S-16
S-12
S-12
S-12
DETAIL1
SCALE: 1/2" = 1'-0" S-12
DETAIL2
SCALE: 1/2" = 1'-0" S-12
DETAIL3
SCALE: 1/2" = 1'-0"
6"x6" CHAMFER
STOP LOG GUIDE
SEE DWG S-25
EXPANSION JOINT
RADIAL GATE GUIDE
BLOCK-OUT
SEE DWG S-24
#4 @ 12" EF NORMAL SLAB
REINFORCING
NORMAL SLAB
REINFORCING
#6 @ 12" x 6'-0" LG
6"x6" CHAMFER
(TYP)
#4 @ 12" EF
#6 @ 12" x 6'-0" LG
(CENTER ON BLOCK-OUT)
S-12
C-101
CHAINLINK FENCE
W/
POST INSERT S-512
C-101
2'-0"
NORMAL SLAB
REINFORCING
NORMAL SLAB
REINFORCING
NORMAL SLAB
REINFORCING
NORMAL SLAB
REINFORCING
RADIAL GATE SILL
BLOCK-OUT
SEE DWG S-24
L PIN
BEARING
C
(UPSTREAM SHOWN,
DOWNSTREAM OPPOSITE HAND)
30'-0" MAX
BETWEEN
CONTRACTION
JOINTS (TYP)
30'-0" MAX
BETWEEN
CONTRACTION
JOINTS (TYP)
1'-6" BLOCKOUT
S-26
1'-
TRANSITION STA 5537+65.21
TRANSITION STA 5541+62.43
2'-2"
196'-2 11/16"
196'-2 11/16"
C O
N
TR
AC
TI
O N
JO
IN
T (T
YP
S-
EL. 379.00
MIN OVER-EXCAVATION DEPTH
EL. 368.00
MIN OVER-EXCAVATION
DEPTH
TRANSITION
STA 5541+62.43
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: 31016S-12-16
ORIGINAL SHEET - ANSI D
c:
\p w w or kd ir\ d0
\3 s-1 2-
.0
2.
:1
3:
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Te l:
w w w .st an te c.
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St an te c
C S tre et
S ui te
Sa cr am en to , C
A
6.
4.
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C
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N C
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E
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AC
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C
AP
RR
EC
TIO
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PR
O
JE
E
Li nd sa y, C
A
YY
YY
.M
M .D
D Re vis io n By
Ap pd
Permit/Seal
Permit/Seal
YY
YY
.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-13
DEER CREEK CHECK
SECTIONS - 2
KLO JEB JL
S-10
SECTIONC
SCALE: 1/4" = 1'-0" S-10
SECTIONE
SCALE: 1/4" = 1'-0"
S-10
SECTIOND
SCALE: 1/4" = 1'-0" S-10
SECTIONF
SCALE: 1/4" = 1'-0"
L CANALC
'-4
/1
6" 8'
-0
2' -0
/8
12'-0"32'-0 5/8"
12'-6" VARIES (SEE PLANS)
4' -0
L CANALC
STRUCTURE SYM
ABOUT CL
L CANALCL CANALC
WEIR CREST (BEYOND)
W POST (BEYOND)
STRUCTURE SYM
ABOUT CL
VARIESVARIES
VARIES
VARIES
(SEE PLANS)(SEE PLANS)
(SEE PLANS)
(SEE PLANS)
'-0
/8
"GRATING
W POST
VA
R
IE
S
(S
EE
P
LA
N S)
VA
RI
ES
(S
EE
P
LA
NS
VARIES
VARIES
VARIES
VARIES
(SEE PLANS)
(SEE
PLANS)
(SEE PLANS)
(SEE PLANS)
'-0
/8
"GRATING
W POST
VA
R
IE
S
(S
EE
P
LA
N S)
VA
RI
ES
(S
EE
P
LA
NS
'-0
/8
VA
R
IE
S
(S
EE
P
LA
N S)
VA
RI
ES
(S
EE
P
LA
NS
STRUCTURE SYM
ABOUT CL
STRUCTURE SYM
ABOUT CL
WEIR WALL
WEIR CREST
WEIR CRESTWEIR CREST
W POST
VARIES (SEE PLANS)VARIES (SEE PLANS)
4'- 0"
EL VARIES
EL VARIESEL VARIES
REMOVABLE RAILING
REMOVABLE RAILING
EL "A"
LEVEL
FINISHED GRADE
(SEE CIVIL
DRAWINGS)
1.5 : 1
1.5 : 1
1.5 : 1
1.5 : 1
LEVEL
LEVEL
LEVEL
CONSTRUCTION JOINT
CONSTRUCTION JOINT
FINISHED GRADE
(SEE CIVIL DRAWINGS)
FINISHED
GRADE
(SEE CIVIL
DRAWINGS)
FINISHED GRADE
(SEE CIVIL
DRAWINGS)
CHAINLINK FENCE
#6 @ 6" EACH FACE
#4 @ 12" EACH FACE
#4 @ 12" EACH FACE
EMBED VERT BARS
IN SLAB
CHAINLINK FENCE
#4 @ 12"
#6 @ 6"
#9 @ 6"#6 @ 12"
#6 @ 6"
#9 @ 12"#9 @ 12" (TOP)
'-0
5'-0" #9 @ 12"
#6 @ 12"
#6 @ 6"
#9 @ 12"
#6 @ 6"
#6 @ 12" #9 @ 12"
#9 @ 12" (BOT)
ALTERNATE W/
#9 @ 12" (TOP)
CHAINLINK FENCE
#4 @ 12"
#6 @ 6"
#6 @ 12"
#6 @ 6"
CHAINLINK FENCE
#4 @ 12"
#6 @ 6"
#11 @ 12"#11 @ 12" (TOP)
WEIR WALL
#6 @ 6"
#6 @ 6"
#6 @ 12"
WEIR WALL
#6 @ 6"
#11 @ 6"#6 @ 12"
#6 @ 6"
#6 @ 6" #6 @ 12"
#6 @ 12"
#6 @ 12"
#6 @ 6"
#6 @ 12"
#6 @ 12"
#6 @ 6"
#6 @ 12"
#11 @ 12"
#6 @ 12"
#6 @ 6"
#11 @ 12"
'-0
7'-0" #11 @ 12"
#11 @ 12" (BOT)
ALTERNATE W/
#11 @ 12" (TOP)
CONSTRUCTION JOINT
(NO WATERSTOP)
OPTIONAL
CONSTRUCTION JOINTOPTIONAL
CONSTRUCTION JOINTCONSTRUCTION JOINT
(NO WATERSTOP)
CONSTRUCTION
JOINT
3'-0"
OPTIONAL
CONSTRUCTION JOINT
#4 EACH FACE
CONSTRUCTION JOINT
(NO WATERSTOP)
CONSTRUCTION
JOINT
OPTIONAL
CONSTRUCTION JOINT
REMOVABLE RAILING (BEYOND)
END WALL, SEE DWG S-26
FOR REINFORCEMENT
M S-16
S-26
EXTERIOR CANAL
WALL (BEYOND)
WP
EL "D"
EL "E"
EL "D"
EL "E"
S-26 D
EL "D"
EL "E"
EL "D"
EL "E"
S-26 D
LEVEL
REMOVABLE RAILING
S-26
GRATING
S-10
SECTIONG
SCALE: 1/4" = 1'-0"
S-10
SECTIONH
SCALE: 1/4" = 1'-0" S-10
SECTIONI
SCALE: 1/4" = 1'-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: 31016S-12-16
ORIGINAL SHEET - ANSI D
c:
\p w w or kd ir\ d0
\3 s-1 2-
.0
2.
:1
4:
P M
Te l:
w w w .st an te c.
co m
St an te c
C S tre et
S ui te
Sa cr am en to , C
A
6.
4.
A
B
C
NT
-K
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N C
DL
E
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AC
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C
AP
RR
EC
TIO
N
PR
O
JE
E
Li nd sa y, C
A
YY
YY
.M
M .D
D Re vis io n By
Ap pd
Permit/Seal
Permit/Seal
YY
YY
.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-14
DEER CREEK CHECK
SECTIONS - 3
KLO JEB JL
L CANALC
L CANALC L CANALC
STRUCTURE SYM
ABOUT CL
STRUCTURE SYM
ABOUT CL
1'-1 1/2" 14'-0" 2'-3" 14'-0" 2'-3" 6'-0" 2'-4" 5'-0"
1'-1 1/2" 14'-0"2'-3"14'-0"2'-3"6'-0"2'-4"
3' -0
4' -0
'-0
LANDING PAD
VARIES
(SEE PLANS)
2'-4"
SA
M
E
TH
K
AS
AD
JA
C
EN
T W
AL
L
14'-0"
VARIES
SEE
PLAN
1'-6"
14'-0" 9"
2' -2
'-0
EL VARIES
2' -4
1' -1
0"
EL VARIES
EL "B"
FINISHED GRADE
(SEE CIVIL DRAWINGS)
LEVEL
LEVEL
LEVEL
FINISHED GRADE
(SEE CIVIL DRAWINGS)
FINISHED GRADE
(SEE CIVIL DRAWINGS)
FINISHED GRADE
(SEE CIVIL
DRAWINGS)
INTERIOR
CONSTRUCTION JOINT
(NO WATERSTOP) (TYP)
#6 @ 6"
#11 @ 12"
#4 @ 12"
#6 @ 6"
#11 @ 12"
#9 @ 6"
#11 @ 12" (TOP)
CHAINLINK FENCE
#11 @ 12" (BOT)
ALTERNATE W/
#11 @ 12" (TOP)
'-0
7'-0"
#6 @ 12"
#7 @ 6"
EMBED HORIZ BARS
FROM TRANSITION SLAB
#6 @ 12"
#8 @ 12" #8 @ 6"
EXTERIOR
CONSTRUCTION JOINT
(TYP)
EMBED HORIZ BARS
FROM TRANSITION WALL
4'-0"
#7 @ 6"
EMBED BARS
FROM
DETAIL 1, S-16
#4 @ 12"
CHAINLINK FENCE CHAINLINK FENCE
1' -4
#5 @ 12"#7 @ 12"
(TYP)
TOP CONSTRUCTION JOINT
(NO WATERSTOP) (TYP)
#7 @ 12"
(TYP)
#6 @ 6"
(TYP)
#10 @ 12" (TOP)
(TYP INT WALL)
#10 @ 12" (BOT)
ALTERNATE W/
#10 @ 12" (TOP)
(TYP INT WALL)
4'-0"
#4 @ 12"
EACH WAY
EACH FACE
EMBED HORIZ.
BARS IN WALL
INTERIOR
CONSTRUCTION JOINT
(NO WATERSTOP) (TYP)
EXTERIOR
CONSTRUCTION JOINT
(TYP)
'-0
'-0
#11 @ 12"
(TYP EXT WALL)
#6 @ 6"
#11 @ 12"
#6 @ 12"
EXTERIOR
CONSTRUCTION JOINT
#4 @ 12"
EACH WAY
EACH FACE
EMBED VERT.
BARS IN SLAB
3' -0
"3'-0"
S-118 4'-0"
S-118
OPTIONAL
CONSTRUCTION
JOINT
8'-1 1/2"
#11 @ 12" (BOT)
ALTERNATE W/
#11 @ 12" (TOP)
(TYP EXT WALL)
#11 @ 12" (TOP)
(TYP EXT WALL)
7'-9"
OPTIONAL
CONSTRUCTION
JOINT
7'-9"
OPTIONAL
CONSTRUCTION JOINT
S-11
EL "D"
S-118
EL "D"
EL "D"
S-10
SECTIONB
SCALE: 1/4" = 1'-0"
S-11
SECTIONJ
SCALE: 1/4" = 1'-0" S-11
SECTIONK
SCALE: 1/4" = 1'-0"
L CANALC
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: 31016S-12-16
ORIGINAL SHEET - ANSI D
c:
\p w w or kd ir\ d0
\3 s-1 2-
.0
2.
:1
4:
P M
Te l:
w w w .st an te c.
co m
St an te c
C S tre et
S ui te
Sa cr am en to , C
A
6.
4.
A
B
C
NT
-K
ER
N C
DL
E
RE
AC
H
C
AP
RR
EC
TIO
N
PR
O
JE
E
Li nd sa y, C
A
YY
YY
.M
M .D
D Re vis io n By
Ap pd
Permit/Seal
Permit/Seal
YY
YY
.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-15
DEER CREEK CHECK
SECTIONS - 4
KLO JEB JL
L CANALC
L CANALC
STRUCTURE SYM
ABOUT CL
FINISHED GRADE
DEER CREEK
(SEE CIVIL DRAWINGS)
STRUCTURE SYM
ABOUT CL
STRUCTURE SYM
ABOUT CL
VARIES
(SEE PLANS)
1'-6" **
SA
M
E
TH
K
AS
AD
JA
C
EN
T W
AL
L
SA
M
E
TH
K
AS
AD
JA
CE
NT
W
AL
L
12'-0"32'-0 5/8"12'-6"
'-4
/1
6"
8' -0
4' -0
C O
VE
R
VA
R
IE
S
14'-0"
1'-6"
14'-0" 1'-6"
9"
'-0
1'
-1 0"
2' -2
4'- 0"
STRUCTURAL BACKFILL LIMITS
NOTES:
1. TOTAL COVER OVER BOX
SIPHON: 5'-0" MINIMUM
REQUIRED, NOT TO EXCEED
16'-0" MAXIMUM
SEE DWG. S-12 FOR
OVER-EXCAVATION DEPTHS
S-11
(S E
N O
TE
EL "H"
EL VARIES
LEVEL
LEVEL
LEVEL
1.5 : 1
1.5 : 1
FINISHED GRADE
(SEE CIVIL DRAWINGS)
FINISHED GRADE
(SEE CIVIL DRAWINGS)
CONSTRUCTION JOINT
CONSTRUCTION JOINT
CHAINLINK FENCE
#6 @ 6" EACH FACE
#4 @ 12" EACH FACE
#4 @ 12" EACH FACE
EMBED VERT. BARS
IN SLAB
CHAINLINK FENCE
#4 @ 12"
#6 @ 6"
#8 @ 12"#8 @ 6"
#6 @ 6"
#6 @ 12"
#8 @ 12"
#8 @ 6"
#8 @ 12"
#6 @ 12"
#6 @ 6"
#8 @ 12"
INTERIOR
CONSTRUCTION JOINT
(NO WATERSTOP) (TYP)
#6 @ 12"
#8 @ 12"
EXTERIOR
CONSTRUCTION
JOINT (TYP)
#7 @ 6"
#7 @ 12"
#7 @ 6"#7 @ 12"
#6 @ 12"
#8 @ 6"
S-904 S-118
EL VARIES
4'-0"
OPTIONAL
CONSTRUCTION JOINTOPTIONAL
CONSTRUCTION JOINT
#4 EACH FACE
4'-0"
4'-0"
#6 @ 12"
#8 @ 12"
7'-9" 7'-9"
#5 @ 12"
** WALL THICKNESS MEASURED PERPENDICULAR TO WALL FACES
1'-6" **
EL "I"
EXTERIOR CANAL
WALL (BEYOND)
M S-16
EL "I"
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: 31016S-12-16
ORIGINAL SHEET - ANSI D
c:
\p w w or kd ir\ d0
\3 s-1 2-
.0
2.
:1
5:
P M
Te l:
w w w .st an te c.
co m
St an te c
C S tre et
S ui te
Sa cr am en to , C
A
6.
4.
A
B
C
NT
-K
ER
N C
DL
E
RE
AC
H
C
AP
RR
EC
TIO
N
PR
O
JE
E
Li nd sa y, C
A
YY
YY
.M
M .D
D Re vis io n By
Ap pd
Permit/Seal
Permit/Seal
YY
YY
.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-16
DEER CREEK CHECK
SECTIONS - 5
KLO JEB JL
S-12
DETAIL1
SCALE: 1/4" = 1'-0"
SLAB
TH
IC
KN
ESS
2'- 2"
2'- 2"
'-0
1'-
1'-
VARIES
(SEE PLANS)
C O
N
TR
AC
TI
O N
JO
IN
T
S-12
DETAIL2
SCALE: 1/4" = 1'-0"
4'-0"
MIN
6'-0"
MAX
S-10
DETAIL3
SCALE: 1/4" = 1'-0"
8' -0
3' -0
.3
4°
#6 @ 12"
TRANSITION WALL
REINFORCING
CONSTRUCTION JOINT
#6 @ 6"
CONCRETE HEADWALL
CONCRETE HEADWALL
CHAINLINK FENCE
1'-3"
S-
#6 @ 6"
#6 @ 12" (6" AT ENDS)
#4 @ 12"
NORMAL TRANSITION
SLAB REINFORCING
#6 @ 6"
FOR REINFORCING
SEE SCT I (S-14)
EXTEND TRANSITION
WALL HORIZONTAL BARS
INTO BOX SIDEWALL (TYP)
C O
N
TR
AC
TI
O N
J O
IN
T
S-
2'-0"
VA
R
IE
S
1' -6
" T O
2' -6
/1
6"
2'-0"
8' -0
VA
R
IE
S
1' -6
" T O
1' -6
1/
S-11
DETAIL4
SCALE: 1/4" = 1'-0"
CONSTRUCTION JOINT
FOR REINFORCING
SEE SCT I (S-14)
(T
YP
A
LL
AR
O
U N
D
(UPSTREAM SHOWN,
DOWNSTREAM OPPOSITE HAND)
(T
YP
A
LL
A R
O U
N D
(UPSTREAM SHOWN,
DOWNSTREAM OPPOSITE HAND)
(LEFT END SHOWN, RIGHT END
OPPOSITE HAND)
(LEFT END SHOWN, RIGHT END
OPPOSITE HAND)
CONSTRUCTION JOINT
TRANSITION WALL
REINFORCING
15.43°
1'-3"
#6 @ 12"
#6 @ 6"
CONCRETE HEADWALL
3' -0
SIPHON TOP SLAB
SIPHON TOP SLAB
FINISHED GRADE DEER CREEK
(SEE CIVIL DRAWINGS)
.0
0°
5'-0"
30'-0" MAX
BETWEEN
CONTRACTION
JOINTS
#6 @ 6" #6 @ 6"
EL "C" (U.S.)
EL "G" (D.S.)
VERT BARSPACING
HO
RI
Z
BA
R
SP
AC
IN
G
EL "D" (U.S.)
EL "I" (D.S.)
EL "F"
VERT BARSPACING
HO
RI
Z
BA
R
SP
AC
IN
G
LEVEL
.0
0° 2'-
2"
'-0
1'-
2' -4
1'-6"
S-13
SECTIONM
SCALE: 1/4" = 1'-0"
2'-0"
4' -0
1'-0"
6" x 6" CHAMFER
SL
AB
TH
IC
KN
ES
SNORMAL SLAB
REINFORCING
#4 @ 12" EF
S-15
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: 31016S-24
ORIGINAL SHEET - ANSI D
c:
\p w w or kd ir\ d0
\3 s-2
.0 2.
:5 1:
A
M
Te l:
w w w .st an te c.
co m
St an te c
C S tre et
S ui te
Sa cr am en to , C
A
6.
4.
A
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AC
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C
AP
RR
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TIO
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PR
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Li nd sa y, C
A
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D Re vis io n By
Ap pd
Permit/Seal
Permit/Seal
YY
YY
.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-24
RADIAL GATE GUIDE
DETAILS
KLO JEB JL
SILL PLATE PLAN
SCALE: 2" = 1'-0"
NOTES:
1. UNLESS OTHERWISE INDICATED, ALL STEEL SHALL BE OF TYPE 316 STAINLESS STEEL.
2. UNLESS OTHERWISE NOTED, ALL BOLTS, ANCHOR BOLTS, NUTS AND WASHERS SHALL BE TYPE 316 STAINLESS STEEL, CLASS 2, CONFORMING TO ASTM F593F FOR BOLTS AND TO ASTM F594 FOR NUTS.
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS RELATED TO RADIAL GATE WITH GATE
MANUFACTURER.
4. SEE MECHANICAL DRAWINGS AND PROJECT SPECIFICATIONS FOR RADIAL GATE REQUIREMENTS.
S-24
SECTION
SCALE: 1/4" = 1'-0"
D
S-24
VIEW
SCALE: 1 1/2" = 1'-0"
E
S-24
WALL PLATE DETAIL
SCALE: 3/4" = 1'-0"
S-24
SECTION
SCALE: 1/4" = 1'-0"
A S-24
SECTION
SCALE: 1/4" = 1'-0"
B S-24
SECTION
SCALE: 1/4" = 1'-0"
C
7'-0"
5/8" DIA S.S. ANCHOR BOLTS @ 1'-6" O.C. MAX 6"6"
4"
2 1/2"
1 1/4"
2"
1/
8"
1/ 8"
L W
AL
L
PL
AT
E C
SYMM ABOUT LC
(TYPICAL SPLICE DETAIL)
5 1/4"
6 1/8"9" 9"
6"
4"
'-6
'-0
D
EE
R
C R
EE
K)
'-0
W
H
IT
E R
IV
ER
2 1/2"
1/
2"
5/ 8"
D
IA
A N
C H
O R
B O
LT
(T
YP
'-0 " O
.C . M
AX
M
EA
SU
R
ED
A
LO
N G
C O
F
PL
AT
E
L
L SILL PLATEC
A S-24
L WALL PLATEC
B S-24
D S-24
C S-24
B S-24
L SILL PLATEC
D S-24
R = 25'-9 1/2"
PIN BEARING
PER MANUFACTURER
OF RADIAL GATE
1"
4"
3"
L 3 x 2 x 1/4
S.S. CLIP
1/2" X 10" S.S. PLATE
E S-24
2 1/2"
1 1/4"
1/2" X 10" S.S. PLATE
1/ 2"1/
2"
1 1/4"
1 1/4"
3 3/4"
3 3/4"
2 - 5/8" DIA
H.S. BOLTS
2 - 1/2" x 2 1/2" x 10"
S.S. PLATES
9"
2"
SYMM ABOUT LC
L BLOCKOUTC
S.S. ANCHOR BOLT
5/8" DIA x 8"
W/ LEVELING NUT (TYP)
4" 2 1/
2"
PR
O J
(T
YP
1/2" x 10" S.S. PLATE
L 3 x 2 x 1/4 S.S. CLIP
L 3 x 2 x 1/4
S.S. CLIP (TYP)
1/2" X 10" S.S. PLATE
1/2" X 10"
S.S. PLATE (TYP)
2"
2 1/2"
EL "B"
3"
NON-SHRINK GROUT
#6 x 6'-0" LG @ 6"
1 1/4"
L 3 x 2 x 1/4
S.S. CLIP (TYP)
1/2" X 10"
S.S. PLATE (TYP)
7 1/2"
1'-6"
1'-6"
10 1/2" 10 1/2"
4"
PROJECTION
S.S. ANCHOR BOLT
7/8" DIA x 12"
(TYP)
L PIN
BEARING
C
10"
6" 6"
/2
/2
1' -4
/2
2' -9
L PIN
BEARING
(NOT SHOWN
FOR CLARITY)
C
S.S. ANCHOR BOLT
7/8" DIA x 12"
(TYP)
1'-10"
6" M
IN
EL "D"
17'-2 3/8"
7/ 8" 5"
5"
9" 9"
F S-25
NORMAL WALL
REINFORCEMENT
GRIND SMOOTH
(TYP)
GRIND
SMOOTH
(TYP)
(TYP)
1/4" 1/4"
G
NON-SHRINK GROUT
BASE PLATE AND
PIN BEARING PER
MANUFACTURER
OF RADIAL GATE
8"
EMBED
1'-4 1/2" 1'-4 1/2"
1" NON-SHRINK GROUT
4" 6"
1'-0"
1' -4
/2
#4 U BAR (TYP) PLACE ABOVE
PRIMARY REINFORCEMENT
W/ 2" CONCRETE COVER
WP
(C PIN
BEARING)
L
EDGE OF WALL
BLOCKOUT
#4
#4 @ 12"
1" C
LR
1"
CLR
EDGE OF SILL BLOCKOUT
WALL PLATE
TIGHT FIT
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: 31016S-25
ORIGINAL SHEET - ANSI D
c:
\p w w or kd ir\ d0
\3 s-2
.0 2.
:5 3:
A
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Te l:
w w w .st an te c.
co m
St an te c
C S tre et
S ui te
Sa cr am en to , C
A
6.
4.
A
B
C
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TIO
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PR
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Li nd sa y, C
A
YY
YY
.M
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D Re vis io n By
Ap pd
Permit/Seal
Permit/Seal
YY
YY
.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-25
STOP LOG GUIDE
DETAILS
KLO JEB JL
S-10
SECTION
SCALE: 3/4" = 1'
L
NOTES:
1. ALL STEEL SHALL BE ASTM A36, UNLESS NOTED OTHERWISE.
2. ALL WELDS SHALL BE WITH E70XX, WELD ELECTRODE.
3. ALL STEEL SHALL BE COATED WITH SYSTEM 100 - AMINE CURED EPOXY PER SPECIFICATION 09 96 00, UNLESS NOTED OTHERWISE.
4. SEE MECHANICAL DRAWINGS AND PROJECT SPECIFICATIONS FOR STOP LOG REQUIREMENTS.
5. HIGH STRENGTH BOLTS SHALL BE ASTM F3125, GRADE A325, TYPE 1. END-WELDED STUDS SHALL BE ASTM A449, TYPE 1. NUTS AND
WASHERS SHALL CONFORM TO ASTM A563 AND F436, RESPECTIVELY.
C S-25
B S-25
S-25
SECTION
SCALE: 2" = 1'
A
S-25
SECTION
SCALE: 2" = 1'
B
S-25
SECTION
SCALE: 2" = 1'
C
S-24 SCALE: 3/8" = 1'
F
S-25
STOP LOG GUIDE
DETAIL
SCALE: 3/8" = 1'
S-25
STOP LOG GUIDE
DETAIL
SCALE: 3/8" = 1'
PIN BLOCK
SECTION
1' -6
5/
8"
1/
2" 1'
-1
1' -8
1"
7"
2"
1/2" PLATE
1/2" DIA x 5" END-WELDED
HEADED STUD (TYP)
L 7 x 4 x 1/2 (TYP)
1/
3/16
WT 6 x 32.5
1/2" DIA x 5" END-WELDED
HEADED STUD (TYP)
1/2" DIA x 5" @ 1'-0" MAX
END-WELDED HEADED
STUD (TYP)
WT 6 x 32.5
L 7 x 4 x 1/2
(TYP)
2"
2"
2"
2"
1/2" PLATE
L 7 x 4 x 1/2 (TYP)
L 5 x 5 x 1/2 x 3"
L 5 x 5 x 12 x 3"
1/
2"
3/16
1/2" DIA. H.S BOLT W/
HEX NUT & FLAT
WASHERS (TYP)
PROVIDE 9/16" DIA
HOLES
EL "B"
FACE OF SEAT SHALL BE LEVEL
AND LIE IN PLANE WITHIN ± 1/16"
1/2" PLATE
1L 7 x 4 x 1/2 (TYP)
FACE OF GUIDES SHALL BE
IN A PLANE WITHIN ± 1/8"
1/2" PLATE1/2" PLATE
1/2" DIA x 5" @ 1'-0" MAX
END-WELDED HEADED
STUD (TYP)
WT 6 x 32.5
EL "B"
1/2" DIA x 5" @ 1'-0" MAX
END-WELDED HEADED
STUD (TYP)
L5x5x1/2 x 3"L5x5x1/2 x 3"
TWO SIDES OF WALL ONE SIDE OF WALL ONLY
1' -1
0"
1'-6"1'-6"
10 1/2" (DEER CREEK)
12" (WHITE RIVER) 1'-6" 2'-0" 1'-6"
R = 13 1/2" (DEER CREEK)
R = 12" (WHITE RIVER)
#6 @ 6"
NORMAL WALL
REINFORCEMENT
(TYP)
7"
#6 x 6'-0" @ 6" (STAGGER OPPOSITE
FACE BARS VERTICALLY)
NORMAL WALL
REINFORCEMENT
#6 x 6'-0" @ 6"
NORMAL WALL
REINFORCEMENT
7"
NORMAL WALL
REINFORCEMENT
3/8"
TOWARDS D.S. FOR U.S. GUIDE
TOWARDS U.S. FOR D.S. GUIDE
3/16
1/2" DIA. H.S. BOLT W/
HEX NUT & FLAT
WASHERS (TYP)
PROVIDE 9/16" DIA
HOLES
TO
W
AR
D
S D
.S . F
O R
U .S
. G U
ID
E
TO
W
AR
D
S U
.S . F
O R
D .S
. G U
ID
E
3/ 8"
14'-0"
(TYP)
A S-25
H
8'
-0
D
EE
R C
R
EE
K) H
5' -0
W
H
IT
E C
R
EE
K)
1' -1
0"
1'-6"1'-6"
6 - #7 @
EQ. SPA.
#7 EACH SIDE
3 - #5 @ 6"
TIE BARS
NORMAL WALL
REINFORCEMENT
NORMAL WALL
REINFORCEMENT
#7
6 - #7 @
EQ. SPA. 3 - #5 @ 6"
TIE BARS
S-17
NOTE: #4 U-BARS AND ANCHOR
BOLTS NOT SHOWN FOR CLARITY.
SEE VIEW E ON DWG. S-24.
STOP LOG ARMOR NOT SHOWN FOR CLARITY STOP LOG ARMOR NOT SHOWN FOR CLARITY
5 5/8"
WT WEB
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: 31016S-26
ORIGINAL SHEET - ANSI D
c:
\p w w or kd ir\ d0
\3 s-2
.0 2.
:5 6:
A
M
Te l:
w w w .st an te c.
co m
St an te c
C S tre et
S ui te
Sa cr am en to , C
A
6.
4.
A
B
C
NT
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N C
DL
E
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AC
H
C
AP
RR
EC
TIO
N
PR
O
JE
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Li nd sa y, C
A
YY
YY
.M
M .D
D Re vis io n By
Ap pd
Permit/Seal
Permit/Seal
YY
YY
.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-26
WALKWAY DETAILS
KLO JEB JL
S-10
DETAIL2
SCALE: 3" = 1'-0"
S-10
DETAIL3
SCALE: 1/2" = 1'-0"
S-10
DETAIL1
SCALE: 1/2" = 1'-0"
S-26
VIEWE
SCALE: 1" = 1'-0"
S-12
DETAIL1
SCALE: 1" = 1'-0"
S-26
SECTIOND
SCALE: 1" = 1'-0"
S-26
VIEWC
SCALE: 1 1/2" = 1'-0"
S-26
VIEWA
SCALE: 1/2" = 1'-0"
S-26
VIEWB
SCALE: 1/2" = 1'-0"
S-26
SECTIONF
SCALE: 3" = 1'-0"
S-17
C S-26
A S-26
B S-26
DEER CREEK SHOWN, WHITE RIVER SIMILAR
DEER CREEK SHOWN, WHITE RIVER SIMILAR
S-19
F S-26
D S-26
E S-26
L SILL PLATEC
L 2 1/2 x 1 1/2 x 1/4
CLIP (TYP)
1/4" X 3 3/4"
PLATE (TYP)
SYMM ABOUT LC L BLOCKOUTC
3/8" DIA ADHESIVE ANCHOR
W/ LEVELING NUT (TYP)
1/4" x 3 3/4" PLATE
L 2 1/2 x 1 1/2 x 1/4 CLIP (LLV) (TYP)NON-SHRINK GROUT
GRIND SMOOTH
(TYP)
L POST & WALLC
2'
-4
EM
BE
D 7" W x 3 1/2" H
BLOCKOUT
3 - #4 TIE BARS
NEAR AND FAR FACE
OF POST (TYP)
1/
2"
2"
3 1/2"
2 1/8"
2 3/4"
PR
O
J (T
YP
7 1/2" 3/8" DIA. ADHESIVE ANCHORS @ 1'-3" O.C. 7 1/2"
POST (TYP)
1 1/4" 2 1/2"
7/ 8"
1/
2"
7/
8"
7/
8"
3/
4"
3/
4"
1/
2"
1/ 2"
1/2" DIA x 5" END-WELDED
HEADED STUD @ 1'-0" MAX
7'-6" C-C POSTS
1/2" DIA x 5"
END-WELDED
HEADED STUD
@ 1'-0" MAX
7'-6" C-C POSTS
END
POST
INTERIOR POST
7'-6" C-C POSTS
(TYP)
7'-6" C-C POSTS
(TYP)
FACE OF POST WEBS
SHALL BE IN A PLANE
WITHIN ± 1/8"
SILL PLATE
WEIR WALL CREST
EL "E"
BLOCKOUT LENGTH =
67'-6" (DEER CREEK)
52'-6" (WHITE RIVER)
5/
8"
3/
8"
3/
8"
5/
8"
GRATING
REMOVABLE RAILING
C 12 x 30 SUPPORT CHANNEL
EL "D"
5/8" DIA. x 2" LG END-WELDED
THREAD STUD W/ HEX NUT AND
FLAT WASHER (TYP)
POST
5 1/2"
3/
4"
5/16"
5 1/2" x 5/8" FLANGE P
(TYP)
L
4 1/2" x 1/2" WEB PL
1 1/4"
1"
1" GAP
1 1/4"
1"
11/16" H x 7/8" LG SLOT HOLES
IN THIS END OF C CHANNEL
11/16" DIA. HOLES
IN THIS END OF C CHANNEL
5/8" DIA. x 2" LG END-WELDED
THREAD STUD W/ HEX NUT
AND FLAT WASHER (TYP)
C 12 x 30 SUPPORT
CHANNEL (TYP)
C 12 x 30 SUPPORT CHANNEL
2 1/8"
1 1/8"
3/
8"
3/ 8"
1/
8"
1/
8"
5/
8"
5/ 8"
GRATING STOP
REMOVABLE RAILING
REMOVABLE RAILING
GRATING AND
SUPPORT ANGLE
3 - 5/8" DIA. H.S. BOLTS
IN 11/16" DIA. HOLES
3 - 5/8" DIA. ADHESIVE
ANCHOR IN 11/16" DIA.
HOLES (TYP)
3 1/4" x 3 1/4" x 3/8"
BENT P , 9" HL
3 3/4" (MIN)
1 5/8"
1" (MAX)
C 12 x 30 SUPPORT CHANNEL
5/8" DIA. x 2" LG END-WELDED
THREAD STUD W/ HEX NUT AND
FLAT WASHER (TYP)
11/16" H x 1 9/16" LG SLOT HOLES
3 x 5/8" DIA. ADHESIVE ANCHOR
5/
8"
3/
8"
3/ 8"
5/
8"
C 12 x 30 SUPPORT CHANNEL
GRATING STOP
END POST
END WALL
GRATING
1/2" DIA x 5"
END-WELDED
HEADED STUD
@ 1'-0" MAX
C 12 x 30 SUPPORT CHANNEL
SILL PLATE
END POST
GRATING SUPPORT ANGLES
GRATING
1" M
AX
G
AP
(T
YP
)#4 @ 12"
ADDITIONAL END
WALL BARS (TYP)
NORMAL END WALL
REINFORCEMENT
NORMAL
EXTERIOR WALL
REINFORCEMENT
C 12 x 30 SUPPORT CHANNEL
SILL PLATE
END POST
GRATING SUPPORT ANGLES
GRATING
WEIR WALL
3 1/4" x 3 1/4" x 3/8"
BENT P , 9" HLMAX
GAP
(TYP)
#4 @ 12"
ADDITIONAL END
WALL BARS (TYP)
1"
NORMAL WEIR WALL BARS
EXTEND THROUGH END WALL
#4 ADJACENT TO GROOVE
1/2" DIA x 5" END-WELDED HEADED
STUD @ 1'-0" MAX
GRATING STOP
S-17
NORMAL WALL
REINFORCEMENT
NOTES:
1. ALL STEEL SHALL BE ASTM A36, UNLESS NOTED OTHERWISE.
2. ALL WELDS SHALL BE WITH E70XX, WELD ELECTRODE.
3. POSTS AND STILL PLATES SHALL BE COATED WITH SYSTEM 100 - AMINE CURED EPOXY PER SPECIFICATION 09 96 00, ALL OTHER STEEL SHALL BE HOT-DIP
GALVANIZED AFTER FABRICATION, UNLESS NOTED OTHERWISE.
4. SEE MECHANICAL DRAWINGS AND PROJECT SPECIFICATIONS FOR STOP LOG REQUIREMENTS.
5. UNLESS NOTED OTHERWISE, ALL CONNECTIONS SHALL BE SNUG TIGHT, BEARING TYPE CONNECTIONS.
6. ADHESIVE ANCHORS SHALL BE ASTM F1554, GRADE 36 OR EQUIVALENT. HIGH STRENGTH BOLTS SHALL BE ASTM F3125, GRADE A325, TYPE 1. END-WELDED STUDS SHALL BE ASTM A449, TYPE 1. NUTS AND WASHERS SHALL CONFORM TO ASTM A563 AND F436, REPECTIVELY.
1/8" MAX GAP BETWEEN
SILL PLATE AND POST
WEB (TYP)
S-17
WEIR WALL
WP
REMOVABLE RAILING
SILL PL
FRONT ELEVATION
SCALE: 3/8" = 1'
SLOPE
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: 31016S-27
ORIGINAL SHEET - ANSI D
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Permit/Seal
YY
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Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-27
8' x 8' CONTROL BLDG.
PLAN & ELEVATIONS
KLO JEB JL
BACK ELEVATION
SCALE: 3/8" = 1'
FLOOR PLAN
SCALE: 3/8" = 1'
RIGHT & LEFT ELEVATION
SCALE: 3/8" = 1'
ROOF PLAN
SCALE: 3/8" = 1'
S-27
SECTION
SCALE: 3/4" = 1'
A
8'-0"
8' -0
8'-10"±
8' -1
0"
3'-4"1'-0"
(TYP)
1'-0"
PRECAST CONCRETE BUILDING
SEE SPECIFICATIONS
9' -0
2"
(TYP)
(TYP)
2'-0"
(TYP)
(T
YP
REINFORCE DOOR
JAMB TO
ACCOMMODATE DEAD
BOLT PROTECTIVE
COVER
3'-0" x 7'-0"
METAL DOOR
6" BASE GRAVEL
(TYP)
SLOPE
2"
(MIN, TYP)
2' -0
FINISHED GRADE
(TYP)
1'-0"
1' -0
1/2
A
3'-0"
3' -0
1' -0
1'-0"
36" ID STILLING WELL
MIN
3'-0" x 3'-0" CONCRETE
LANDING PAD
CONCRETE LANDING
PAD
EMBEDED PLATE
BY MANUFACTURER
1/2" DIA ADHESIVE ANCHOR
W/ 6" MIN EMBED.
(2 EACH CORNER MIN)
NOTES:
1. SEE PRECAST BUILDING CONCRETE GENERAL NOTES ON DWG.
GS-1
2. ALL METALS TO BE ASTM A36, HOT DIPPED GALVANIZED AFTER
FABRICATION.
3. DIMENSIONS NOTED THUS " * " SHALL BE OBTAINED FROM THE
MANUFACTURER'S SHOP DRAWINGS.
4. SEE ELECTRICAL DRAWINGS FOR DETAILS OF EQUIPMENT AND
WIRING NOT SHOWN.
5. SEE CIVIL DRAWINGS FOR BUILDING LOCATIONS.
6. ADHESIVE ANCHORS SHALL BE ASTM F1554, GRADE 36, HOT
DIPPED GALVANIZED.
S-27
3/16"
L 8 x 4 x 1/2 x 6" L (LLV)
#5 @ 12"
#5 @ 12 (TYP)
#5 @ 12" EF
STILLING WELL COVER C-906
C-904
FRONT ELEVATION
SCALE: 3/8" = 1'
SLOPE
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: 31016S-28
ORIGINAL SHEET - ANSI D
c:
\p w w or kd ir\ d0
\3 s-2
.0 2.
:5 8:
A
M
Te l:
w w w .st an te c.
co m
St an te c
C S tre et
S ui te
Sa cr am en to , C
A
6.
4.
A
B
C
NT
-K
ER
N C
DL
E
RE
AC
H
C
AP
RR
EC
TIO
N
PR
O
JE
E
Li nd sa y, C
A
YY
YY
.M
M .D
D Re vis io n By
Ap pd
Permit/Seal
Permit/Seal
YY
YY
.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
S-28
11'x11' CONTROL BLDG.
PLAN & ELEVATIONS
KLO JEB JL
BACK ELEVATION
SCALE: 3/8" = 1'
FLOOR PLAN
SCALE: 3/8" = 1'
RIGHT & LEFT ELEVATION
SCALE: 3/8" = 1'
ROOF PLAN
SCALE: 3/8" = 1'
S-28
SECTION
SCALE: 3/4" = 1'
A
11'-0"
'-0
11'-10"±
'-1
0"
3'-4"1'-0"
(TYP)
1'-0"
RTU (42"H, 40"W, 24"D
MTS (40"H, 20"W, 18"D
LPB (42"H, 28"W, 18"D
3'-0"
WORKING
CLEARANCE
(MIN, TYP)
1' -0
1'
-0
PRECAST CONCRETE BUILDING
SEE SPECIFICATIONS
9' -0
2"
(TYP)
(TYP)
2'-0"
(TYP)
(T
YP
REINFORCE DOOR
JAMB TO
ACCOMMODATE DEAD
BOLT PROTECTIVE
COVER
3'-0" x 7'-0"
METAL DOOR
6" BASE GRAVEL
(TYP)
SLOPE
2"
(MIN, TYP)
2' -0
FINISHED GRADE
(TYP)
1'-0"
1' -0
1/2
EMBEDDED PLATE
BY MANUFACTURER
A
MIN
3'-0" x 3'-0" CONCRETE
LANDING PAD
CONCRETE LANDING
PAD
1/2" DIA ADHESIVE ANCHOR
W/ 6" MIN EMBED.
(2 EACH CORNER MIN)
NOT…
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