STATE OF CALIFORNIA
STATE OF CALIFORNIA
CALIFORNIA NATURAL RESOURCES AGENCY
DEPARTMENT OF WATER RESOURCES DIVISION OF ENGINEERING
CALIFORNIA NATURAL RESOURCES AGENCY
EUREKA
STATE WATER FACILITIES
N
S
SAN FRANCISCO
R
IA
DEPAR TM
DIVISION OF ENGINEERING
SACRAMENTO
WATE R OF
CES UR
D
T N E
O S E
DEPARTMENT OF WATER RESOURCES
GENERAL LOCATION
T E
N
T
A
R OF FO CALI
STATE WATER FACILITIES LOS ANGELES
DROUGHT EMERGENCY - TEMPORARY ROCK BARRIERS SAN DIEGO
SUTTER SLOUGH, STEAMBOAT SLOUGH AND WEST FALSE RIVER - SACRAMENTO RIVER DELTA
LOCATION MAP
C
SPECIFICATION NO. 14-11
N
SLO UG H
LIST OF DRAWINGS S A C R A M E N TO
SHEET NO. R I V E R
STE AM BO AT
DEEP W AT ER S HI P CH ANNE L
SU TT ER SL OU GH
PROJECT LOCATION
RI VE R
B
TO N E M A R C A S
A
DRAWING NO.
DRAWING TITLE
001
G-101
COVER SHEET, LOCATION MAP AND LIST OF DRAWINGS
002
C-201
GENERAL PLAN
003
C-202
SUTTER SLOUGH - GENERAL PLAN
004
C-203
SUTTER SLOUGH - SITE PLAN
005
C-204
SUTTER SLOUGH - PROFILE AND SECTIONS
006
C-205
STEAMBOAT SLOUGH - GENERAL PLAN
007
C-206
STEAMBOAT SLOUGH - SITE PLAN
008
C-207
STEAMBOAT SLOUGH - PROFILES
009
C-208
STEAMBOAT SLOUGH - SECTIONS
010
C-209
WEST FALSE RIVER - GENERAL PLAN
011
C-210
WEST FALSE RIVER - SITE PLAN AND PROFILE
012
C-211
WEST FALSE RIVER - DETAILS AND SECTION
013
C-212
WEST FALSE RIVER - DETAILS 2
014
C-213
TYPICAL CULVERT PLAN AND SECTIONS
015
C-214
TYPICAL 8’ BARBED WIRE FENCING
R E V I NR I QU OA NJ A S
REV. DESCRIPTION
SUB. APP.
THINK SAFETY PROJECT
ACT SAFELY
LOCATION
APPROVED:
DATE:
WE S TF A L S E R I V E R
CHIEF, DIVISION OF ENGINEERING. REG. C.E. No. 52771
SPEC. NO.
LOCATION MAP 1
2
SHEET NO. REVISION
G-101
001 3
4
5
6
7
VI=Plot.BW.11x17.PEN 3/20/2014
DRAWING NO.
8
STATE OF CALIFORNIA CALIFORNIA NATURAL RESOURCES AGENCY
DEPARTMENT OF WATER RESOURCES DIVISION OF ENGINEERING STATE WATER FACILITIES
DEPAR TM
R
S
IA
CES UR
D
WATE R OF
O S E
T N E
T E
N
T
A
R OF FO CALI
SUTTER SLOUGH SEE DWG. C-203
C
TO N E M A R C A S
R E V I R
REV. DESCRIPTION
SUB. APP.
REGIS TE R JA
WEST FALSE RIVER SEE DWG. C-210
NEER GI EN ES
ON OFESSI PR AL ED S M. LO E P M
No. 62184
Exp. 9-30-15
ST
A TE
C IV IL RN OF FO CALI
R VE I R
CHECKED:
DESIGNED:
WE S TF A L S ER I V E R
IA
TO EN AM R C SA
STE AMB OAT
SLO UGH
SU TT ER SL OU GH
STEAMBOAT SLOUGH SEE DWG. C-206
Anna B. Gutierrez REG. C.E. No. 72270 DRAWN:
B
REVIEWED:
Anna B. Gutierrez
James M. Lopes
REG. C.E. No. 72270
REG. C.E. No. 62184
SUBMITTED: James M. Lopes
R VE RI N UI Q OA J N SA
REG. C.E. No. 62184 APPROVAL RECOMMENDED:
DATE:
CHIEF, GENERAL ENGINEERING SECTION, REG. C.E. No. 55947 APPROVED:
DATE:
CHIEF, DELTA ENGINEERING BRANCH, REG. C.E. No. 47259
THINK SAFETY ACT SAFELY
GRAND ISLAND
STATE WATER FACILITIES
DROUGHT EMERGENCY TEMPORARY ROCK BARRIERS
SUTTER SLOUGH, STEAMBOAT SLOUGH, AND WEST FALSE RIVER
A
N
GENERAL PLAN
GENERAL PLAN NOT TO SCALE
SPEC. NO.
SHEET NO. REVISION
C-201
002 1
2
3
4
5
6
7
VI=Plot.BW.11x17.PEN 3/20/2014
DRAWING NO.
8
STATE OF CALIFORNIA CALIFORNIA NATURAL RESOURCES AGENCY
DEPARTMENT OF WATER RESOURCES DIVISION OF ENGINEERING
WATE R OF
R
S
IA
CES UR
D
T N E
O S E
DEPAR TM
STATE WATER FACILITIES
T E
N
T
A
R OF FO CALI
(E) LEVEE ROAD 0 +0 10
C ROCK BARRIER
0 +0 11
R E T UT S GH OU L S
REV. DESCRIPTION
SUB. APP.
0 +0 12
No. 62184
Exp. 9-30-15
ST
A TE
IA
2- 48" DIA. CMP DUAL PIPE FRAMES
NEER GI EN ES
REGIS TE R JA
ON OFESSI PR AL ED S M. LO E P M
C IV IL RN OF FO CALI
CHECKED:
DESIGNED: Anna B. Gutierrez REG. C.E. No. 72270 DRAWN:
0 +0 13
B
REVIEWED:
Anna B. Gutierrez
James M. Lopes
REG. C.E. No. 72270
REG. C.E. No. 62184
SUBMITTED:
2 +1 13
James M. Lopes REG. C.E. No. 62184 APPROVAL RECOMMENDED:
DATE:
CHIEF, GENERAL ENGINEERING SECTION, REG. C.E. No. 55947 APPROVED:
DATE:
CHIEF, DELTA ENGINEERING BRANCH, REG. C.E. No. 47259
THINK SAFETY ACT SAFELY (E) LEVEE ROAD STATE WATER FACILITIES
DROUGHT EMERGENCY TEMPORARY ROCK BARRIERS
SUTTER SLOUGH, STEAMBOAT SLOUGH, AND WEST FALSE RIVER
A
N
SUTTER SLOUGH - GENERAL PLAN
SUTTER SLOUGH 0
SCALE 1 : 50
25
50
GENERAL PLAN SPEC. NO.
SHEET NO. REVISION
C-202
003 1
2
3
4
5
6
7
VI=Plot.BW.11x17.PEN 3/20/2014
DRAWING NO.
8
15
15 -
STATE OF CALIFORNIA
10 -
20
DEPARTMENT OF WATER RESOURCES DIVISION OF ENGINEERING
25
20
80’
TYP
5 10
15
A
T E
R OF FO CALI
4. OTHER FEATURES NOT SHOWN FOR CLARITY. 15
5
20
T
SUTTER SLOUGH
S
0
15
5
0
25
DEPAR TM
5
10
15
3. CONTRACTOR SHALL INSTALL DEPARTMENT FURNISHED STRUCTURES TO INCLUDE: CMP CULVERTS, FRAMES, SLUICE GATES, ACCESS PLATFORMS, SIGNS AND OTHER ACCESSORIES AS DIRECTED.
R
CES UR
2. ELEVATIONS ARE IN FEET RELATIVE TO NAVD 88.
WATE R OF
O S E
10
60’ TYP
T N E
IA
25
0
1. COORDINATES ARE IN FEET AND REFER TO STATE PLANE ZONE 2, NAD 83.
25
20
D
STATE WATER FACILITIES
NOTES:
N
0
5
INSTALL DEPARTMENT FURNISHED WARNING BUOYS (6 TOTAL), SEE NOTE 5
CALIFORNIA NATURAL RESOURCES AGENCY
( E)LEVEE ROAD
20
25
0
25
10
0
5
INSTALL DEPARTMENT FURNISHED BALL FLOATS, TYP.
100’
25 20
REGIS TE R JA
No. 62184
Exp. 9-30-15
A TE
INSTALL DEPARTMENT FURNISHED WARNING SIGN, TYP.
50’
C IV IL RN OF FO CALI
CHECKED:
DESIGNED: Anna B. Gutierrez REG. C.E. No. 72270 DRAWN:
25
2: 1
50’
5
WEIR
IA
C L ROCK BARRIER
20’
12’
145
13+12
20
N 1,860,003.2563 E 6,679,635.6251
SUB. APP.
ON OFESSI PR AL ED S M. LO E P M
ST
311.86’
5
REVIEWED:
Anna B. Gutierrez
James M. Lopes
REG. C.E. No. 72270
REG. C.E. No. 62184
SUBMITTED:
5
James M. Lopes REG. C.E. No. 62184
CRUSHED ROCK BEDDING ELEV. -3.0
APPROVAL RECOMMENDED:
15
10
CHIEF, GENERAL ENGINEERING SECTION, REG. C.E. No. 55947 APPROVED:
25
0
DATE:
CLICK ON THIS TEXT
20
CHIEF, DELTA ENGINEERING BRANCH, REG. C.E. No. 47259
0
THINK SAFETY -
15 -
20
15
10
5
25
25
DATE:
CLICK ON THIS TEXT
TOE OF SLOPE
10
20 15
( E)LEVEE ROAD, CALI FORNI A STATE ROUTE
13+00
0
B
12+00
REV. DESCRIPTION
15
11+00
N 15 43’ 25.84" E
APPROX. END OF ROCKFILL STA. 12+69.79
ROCK BARRIER TOP ELEV. 9.5
10
15
20
25
WEIR TOP ELEV. 7.5
NEER GI EN ES
10+00
TYP
2: 1
0
5
25 APPROX. BEGINNING OF ROCKFILL STA. 10+68.25
15
10
15
INSTALL DEPARTMENT FURNISHED 2 - 48" DIA. CMP CHAIN LINK FENCE & DUAL PIPE FRAMES SECURITY GATE SEE DWG. C-213 SEE DWG. C-214
TYP
20
5
15 -
C
5. WHITE CYLINDRICAL WARNING BUOY WITH LIGHT ON TOP AND INTERNATIONAL ORANGE DIAMOND SYMBOL. WHITE LIGHT SHALL FLASH ONCE EVERY 4 SECONDS.
ACT SAFELY
DROUGHT EMERGENCY TEMPORARY ROCK BARRIERS
0
5
20
15 -
15
5
STATE WATER FACILITIES
SUTTER SLOUGH, STEAMBOAT SLOUGH, AND WEST FALSE RIVER
A 0
25
(E) RIPRAP
5 -
N
10
0
SCALE 1 : 20
5
20
SUTTER SLOUGH - SITE PLAN
SUTTER SLOUGH
10
SITE PLAN
20
10
5 -
15
15
SPEC. NO.
2
3
4
5
6
7
VI=Plot.BW.11x17.PEN 3/20/2014
DRAWING NO.
C-203
004
25
0
1
SHEET NO. REVISION
8
STATE OF CALIFORNIA CALIFORNIA NATURAL RESOURCES AGENCY
DEPARTMENT OF WATER RESOURCES DIVISION OF ENGINEERING STATE WATER FACILITIES
DEPAR TM
30
IA
20
S
WEIR
PVI12+69. 81 El ev9. 50
DEPARTMENT FURNISHED WARNING SIGN, TYP.
40
T
10
A
10 OHWM +6.5
SPRING HIGH TIDE +8.0
T E
SPRING LOW TIDE +3.0 INV -2.0
0
R OF FO CALI
0
DEPARTMENT FURNISHED 48" DIA. CMP WITH
-10
R
N
APPROX. F.G.
PVI12+04. 23 El ev9. 50
PVI11+94. 23 El ev7. 50
20
PVI11+43. 83 El ev7. 50
30
PVI11+33. 82 El ev9. 50
PVI10+68. 25 El ev9. 50
CHAIN LINK FENCE, TYP.
WATE R OF
CES UR
40
T N E
O S E
D
50 BEGI N FRAMES STA 11+08. 50
50
-10
CULVERT FRAME -20
-20
APPROX. O.G. ROCKFILL
-30
-30
-40
-40
-50
-50
10+00
11+00
12+00
13+00
13+25
C PROFILE 0
SCALE 1 : 20
10
20
REV. DESCRIPTION
SUB. APP.
REGIS TE R JA
NEER GI EN ES
ON OFESSI PR AL ED S M. LO E P M
No. 62184
ST
A TE
C L BARRIER
C L BARRIER
IA
Exp. 9-30-15
C IV IL RN OF FO CALI
CHECKED:
DESIGNED: Anna B. Gutierrez REG. C.E. No. 72270 DRAWN:
20’-0"
2
2
2
2
1
1
O.G.
REVIEWED:
Anna B. Gutierrez
James M. Lopes
REG. C.E. No. 72270
REG. C.E. No. 62184
SUBMITTED:
ELEV. 9.5
ELEV. 7.5 O.G.
12’-0"
ROCKFILL
ROCKFILL
B
James M. Lopes REG. C.E. No. 62184
1
1
APPROVAL RECOMMENDED:
DATE:
CHIEF, GENERAL ENGINEERING SECTION, REG. C.E. No. 55947 APPROVED:
DATE:
CHIEF, DELTA ENGINEERING BRANCH, REG. C.E. No. 47259
TYPICAL BARRIER SECTION
TYPICAL WEIR SECTION
SCALE 1 : 5
SCALE 1 : 5
0
2.5
0
2.5
THINK SAFETY 5
5
ACT SAFELY STATE WATER FACILITIES
NOTES: 1. ELEVATIONS ARE IN FEET RELATIVE TO NAVD 88. 2. OTHER FEATURES NOT SHOWN FOR CLARITY.
A
DROUGHT EMERGENCY TEMPORARY ROCK BARRIERS
SUTTER SLOUGH, STEAMBOAT SLOUGH, AND WEST FALSE RIVER
SUTTER SLOUGH PROFILE AND SECTIONS SPEC. NO.
SHEET NO. REVISION
C-204
005 1
2
3
4
5
6
7
VI=Plot.BW.11x17.PEN 3/20/2014
DRAWING NO.
8
1
2
3
4
5
6
7
8 STATE OF CALIFORNIA CALIFORNIA NATURAL RESOURCES AGENCY
DEPARTMENT OF WATER RESOURCES DIVISION OF ENGINEERING
R
S
IA
Steamboat Slough
WATE R OF
CES UR
D
T N E
O S E
DEPAR TM
STATE WATER FACILITIES
T E
N
T
A
R OF FO CALI
Sutter Island Rd.
Boat Ramp, Typ
C N 1869186.80 E 6681231.30
Access Road, Typ
REV. DESCRIPTION
SUB. APP.
N 1869097.63 ED
ON OFESSI PR AL
NEER GI EN
REGIS TE R
E 6681588.65
ST
A TE
IA
Rock Barrier RN OF FO CALI
DESIGNED:
CHECKED:
DRAWN:
REVIEWED:
B SUBMITTED: CLICK ON THIS TEXT CLICK ON THIS TEXT APPROVAL RECOMMENDED:
DATE:
CLICK ON THIS TEXT CLICK ON THIS TEXT APPROVED:
DATE:
Grand Island Rd. CLICK ON THIS TEXT CLICK ON THIS TEXT
THINK SAFETY ACT SAFELY STATE WATER FACILITIES
DROUGHT EMERGENCY TEMPORARY ROCK BARRIERS
SUTTER SLOUGH, STEAMBOAT SLOUGH, AND WEST FALSE RIVER
A
STEAMBOAT SLOUGH N
STEAMBOAT SLOUGH SITE PLAN SCALE 1 : 50
0
25
GENERAL PLAN
50
SPEC. NO.
Horizonal Datum: California State Plane Zone 3, NAD 83, Feet
1
SHEET NO. REVISION
C-205
006 2
3
4
5
6
7
VI=Plot.BW.11x17.PEN 3/20/2014
DRAWING NO.
8
1
2
3
4
5
6
7
8 STATE OF CALIFORNIA CALIFORNIA NATURAL RESOURCES AGENCY
20
DEPARTMENT OF WATER RESOURCES
Typ
1 +
0 5 + 1 0
North Access Road
North Boat Ramp
S
00 1+
IA
0
R
T
A
T E
R OF FO CALI
20
20
1 + 0 0
N
10
WATE R OF
CES UR
E 2 2
.
O
E PO 00 . 20 1+
T N E
O S E
P
8 6
6 3
1
.
DEPAR TM
0
T
0
Steamboat Slough
D
STATE WATER FACILITIES
P
10
20
20
DIVISION OF ENGINEERING
20
10
60’-0"
20
10
PC 0+4 1.6 5
Rock Barrier Sutter Island Rd
Crushed Rock Culvert Bedding
0
C
10
20
0
Grand Island Rd
Culvert Frames N 1869097.63
10
20’ 0"
Apron
REV. DESCRIPTION
0
A TE
IA
REGIS TE R
ON OFESSI PR AL
NEER GI EN
ED
ST
POE
3+68.31
3+00
2+00
1+00
POB
RN OF FO CALI
CHECKED:
DRAWN:
REVIEWED:
20
DESIGNED:
Weir
Securtiy Fence
Typ
100’ 0"
PT 0 1.3 1+4
6’x20’ Boat
SUBMITTED: CLICK ON THIS TEXT CLICK ON THIS TEXT
Dock, Typ APPROVAL RECOMMENDED:
DATE:
CLICK ON THIS TEXT
10
20
0
20
10
48" Culverts
With Security Gate
20
0+00.00
8’x30’ Articulated POE Concrete Mat, Typ 1 0 . 9 1+6
PO 1+ E 00 .0 0
B
SUB. APP.
Elev. 9.5’ 10
12’ 0"
10
20
E 6681231.30
20
2: 1,Typ
POB 0+0 0.0 0
20
N 1869186.80
E 6681588.65
20
B PO 00 0. 0 0+
CLICK ON THIS TEXT
Balll Floats, Typ
Dock Anchor, Typ APPROVED:
DATE:
00 1+ CLICK ON THIS TEXT
10
0
CLICK ON THIS TEXT
THINK SAFETY -
20
ACT SAFELY South Access Road
DROUGHT EMERGENCY TEMPORARY ROCK BARRIERS
PO B .0 0
Typ
SUTTER SLOUGH, STEAMBOAT SLOUGH, AND WEST FALSE RIVER
.9 9
0+
20
00
0
80’ 0"
20
12 ’0 Ty " p
0
0
N
PC 0+ 08
Warning Bouys, Typ
STEAMBOAT SLOUGH 10
A
20
PO 0+ B 00 2 .0 2 ’ 0 0 " T y p
South Boat Ramp
STATE WATER FACILITIES
SCALE 1 : 20
0
10
SITE PLAN
20
20
10
STEAMBOAT SLOUGH SITE PLAN SPEC. NO.
Horizonal Datum: California State Plane Zone 3, NAD 83, Feet
3
4
5
6
7
VI=Plot.BW.11x17.PEN 3/20/2014
DRAWING NO.
C-206
007 2
10
1
SHEET NO. REVISION
8
2
3 Begi n Cul ver tFr ame
9.50
STATE WATER FACILITIES Warning Sign, Typ 15
0
Inv. Elev. -2.0’
-5
-5
Steamboat Slough
-10
-10
-15
-15
-10
-15
-15
15 0.0
10
-8.0
1+20.0 PVI
Steamboat Slough
5
0
Elev
0+78.3 PVI
8.0
9.5
0+15.0
0+25.0
Elev
9.5
-15 .0%
Elev
-5
4+00
Elev
R -75.19 L 19.95’
0
R OF FO CALI
Boat Ramp
K 1.33
10
5
T E
9.5 Elev
0+00.0
Vertical
3+50
A
Elevation (ft)
-10
20
PVT
-5
10
PVI
0
Horizontal
0
3+00
Elev
5
40
0+05.0
9.5
10
Elev
9.5
0+85.0
0+95.0 PVT
Elev
8.0
PVI
0+75.0 PVC
Steamboat Slough
Elev
-5
15 20
0
PVI
9.5
ROCK BARRIER PROFILE 15
PVC
0.0
0+21.7 PVI
0% 15.
0
5
2+50
Station
L 20.00’
Elev
Elevation (ft)
10
R -75.00
2+00
Elevation (ft)
K 1.33
1+50
Elevation (ft)
Boat Ramp
PVI
1+00.0
1+00
Elev
0+50
R
T
Culvert Rock Bedding
WATE R OF
IA
0
T N E
N
5
Spring Low Tide Elev. 3.0’ 48" Culvert, Typ
DEPAR TM
10
CES UR
Elevation (ft)
2+13.60
7.50
DIVISION OF ENGINEERING
Elev
PVI
2+03.60 PVI
Elev
7.50
Elev. 7.5’
Elev
9.50
Weir
Culvert Frames
5
8
DEPARTMENT OF WATER RESOURCES
Spring High Tide Elev. 7.5’
15
Match
1+44.16
PVI
10
0+00
C
7
O S E
D
6
S
Elevation (ft)
15
PVI
Elev. 9.5’
5
STATE OF CALIFORNIA
1+34.16
Drought Rock Barrier
4
CALIFORNIA NATURAL RESOURCES AGENCY
Elev
1
Match
-5
Original Grade -10
-10
-15
-15
Original Grade
0+00
0+50
1+00
0+00
0+50
1+00
1+50 REV. DESCRIPTION
20
40
10
0
20 A TE
Vertical
26.0
Horizontal
Access Road
5
25 Elev 26.0
PVT 1+59.2
Elev 25.3
PVI 1+34.3
Elev 14.1
PVT PVI 0+59.2
Elev 10.4
PVI 0+34.2
Elev 9.7
Elev 9.5
PVC 0+09.3
K 4.01
Match Original
20
Grade
15
10
R 24.94
L 44.00’
5
DRAWN:
REVIEWED:
CLICK ON THIS TEXT
APPROVAL RECOMMENDED:
DATE:
CLICK ON THIS TEXT CLICK ON THIS TEXT APPROVED:
DATE:
CLICK ON THIS TEXT CLICK ON THIS TEXT
THINK SAFETY ACT SAFELY
0
0
CHECKED:
Original Grade
L 49.88’
0
0% 15.
10
5
DESIGNED:
CLICK ON THIS TEXT
Elevation (ft)
R 24.62
15
RN OF FO CALI
SUBMITTED:
30
L 49.88’
Elev 21.6
K 4.06 Original Grade
5
20
R -24.94
PVC 1+09.4
10
25 PVI 0+00.0
15
Elevation (ft)
20
Elevation (ft)
Elev 9.5
PVT 1+69.0 PVI
10.3
1+47.0
25
Elev
13.4
PVI
1+25.0
Elev
22.2
-14 .3%
PVC
0+63.0
Elev
10
PVT
25.8 Elev
PVI
26.0
15
Elev
20
0+13.0
25
0+38.0
L 50.00’
K 4.01
30
30
R -27.16
IA
0
Vertical
Access Road
K 3.68
PVC
Elevation (ft)
30
Elev
0+00.0
Grade
Elev 26.0 PVI 0+08.0
B
PVI
Match
NORTH BOAT RAMP PROFILE 20
ON OFESSI PR AL
ST
Horizontal
Original
10
0
Elev 26.0
40
PVI 1+68.2
20
ED
NEER GI EN
SOUTH BOAT RAMP PROFILE 0
SUB. APP.
Station REGIS TE R
Station
0
STATE WATER FACILITIES
0+00
0+50
1+00
1+50
0+00
2+00
0+50
1+00
SOUTH ACCESS ROAD PROFILE 0
20
2+00
DROUGHT EMERGENCY TEMPORARY ROCK BARRIERS
Station
Station
A
1+50
40
Horizontal
0
10
SUTTER SLOUGH, STEAMBOAT SLOUGH, AND WEST FALSE RIVER
NORTH ACCESS ROAD PROFILE
20
0
Vertical
20
40
Horizontal
0
10
20
Vertical
STEAMBOAT SLOUGH PROFILES SPEC. NO.
Horizonal Datum: California State Plane Zone 3, NAD 83, Feet
1
SHEET NO. REVISION
C-207
008 2
3
4
5
6
7
VI=Plot.BW.11x17.PEN 3/20/2014
DRAWING NO.
8
1
2
3
4
5
6
7
8 STATE OF CALIFORNIA CALIFORNIA NATURAL RESOURCES AGENCY
DEPARTMENT OF WATER RESOURCES DIVISION OF ENGINEERING
-5
-10
-10
Original Ground
Rock Fill
10
-20
0
20
20
0
40
40
0
Horizontal
10
5
0
60
(ft)
IA N
R OF FO CALI
0 -40
TYPICAL BOAT RAMP CROSS SECTION
C
Original Ground
5
-15 -40
15
Rock
T E
Rock Fill
-15 -60
4"
15
3/4" Crushed
A
Elevation
-5
20
Aggregate Base 6"
6"
0
2: 1
S lo pe
0
20 S lo pe , T yp
3/4" Crushed Rock
25 e p o l %S 2
2: 1
5
25
Elevation
5
(ft)
10
Articulating Mat
30 12’-0"
T
41/ 2"
4 1/2" Concrete
R
S
Elevation
10
30
(ft)
15
22’-0" Boat Dock
Elevation
(ft)
15
WATE R OF
CES UR
20
T N E
O S E
20
D
DEPAR TM
STATE WATER FACILITIES
10
-20
0
20
40
TYPICAL ACCESS ROAD CROSS SECTION
20
20
0
Vertical
40
0
Horizontal
10
20
Vertical
SUB. APP.
ON OFESSI PR AL
ST
A TE
15
15
15
15
-5
-5
-10
-10
5
0
5
0 Rock Fill Steamboat Slough
-5
-5
-10
-10
Elevation (ft)
Rock Fill
Steamboat Slough
10 Elev. 7.5’ S lo pe , T yp
0
10
2: 1
0
5
Elevation (ft)
5
Elevation (ft)
10
S lo pe , T yp
10
DESIGNED:
CHECKED:
DRAWN:
REVIEWED:
SUBMITTED: CLICK ON THIS TEXT CLICK ON THIS TEXT APPROVAL RECOMMENDED:
-15
-15 -40
-20
0
20
40
-15
60
DATE:
CLICK ON THIS TEXT CLICK ON THIS TEXT APPROVED:
-60
RN OF FO CALI
20’-0"
Elev. 9.5’
2: 1
B
Elevation (ft)
12’-0"
IA
ED
NEER GI EN
REGIS TE R
REV. DESCRIPTION
DATE:
-15 -60
-40
-20
0
20
40
CLICK ON THIS TEXT
60
CLICK ON THIS TEXT
Station 1+00
Station 1+50
THINK SAFETY ACT SAFELY TYPICAL ROCK BARRIER SECTION 0
20
40
Horizontal
0
10
TYPICAL ROCK BARRIER WEIR SECTION
20
0
Vertical
20
40
Horizontal
0
10
STATE WATER FACILITIES
20
Vertical
DROUGHT EMERGENCY TEMPORARY ROCK BARRIERS
SUTTER SLOUGH, STEAMBOAT SLOUGH, AND WEST FALSE RIVER
A
STEAMBOAT SLOUGH SECTIONS SPEC. NO.
Horizonal Datum: California State Plane Zone 3, NAD 83, Feet
1
SHEET NO. REVISION
C-208
009 2
3
4
5
6
7
VI=Plot.BW.11x17.PEN 3/20/2014
DRAWING NO.
8
1
2
3
4
5
6
7
8 STATE OF CALIFORNIA CALIFORNIA NATURAL RESOURCES AGENCY
DEPARTMENT OF WATER RESOURCES DIVISION OF ENGINEERING
WATE R OF
R
CES UR
S
IA
D
T N E
O S E
DEPAR TM
STATE WATER FACILITIES
T E
N
T
A
R OF FO CALI
N 2210136.58 E 6224629.58
Crack Stopper Sheet Piles, Typ
Bradfor Island Levee Rd.
C
Rock Barrier
SUB. APP.
ST
A TE
Ball Floats, Typ Jersey Island Rd.
B
IA
ON OFESSI PR AL ED
NEER GI EN
REGIS TE R
REV. DESCRIPTION
RN OF FO CALI
DESIGNED:
CHECKED:
DRAWN:
REVIEWED:
West False River SUBMITTED:
River Sheet Piles, Typ
APPROVAL RECOMMENDED:
DATE:
APPROVED:
DATE:
N 2209273.41 E 6224232.83
THINK SAFETY ACT SAFELY STATE WATER FACILITIES
DROUGHT EMERGENCY TEMPORARY ROCK BARRIERS
A
SUTTER SLOUGH, STEAMBOAT N
WEST FALSE RIVER GENERAL PLAN SCALE 1 : 100
0
50
WEST FALSE RIVER
100
GENERAL PLAN SPEC. NO.
SHEET NO. REVISION
DRAWING NO.
Horizonal Datum: California State Plane Zone 3, NAD 83, Feet
C-209
010 1
2
3
4
5
6
7
VI=Plot.BW.11x17.PEN 3/20/2014
8
1
2
3
4
5
6
7
8
0 -20
10
STATE OF CALIFORNIA CALIFORNIA NATURAL RESOURCES AGENCY
-30 0
0
DEPARTMENT OF WATER RESOURCES DIVISION OF ENGINEERING
D2
R
S
IA
Waler
WATE R OF
0
2: 1 Sl ope
0
0
Pile Wall
10
Levee Sheet
DEPAR TM
With Gate, Typ
T
0
A
0
0
36" x 3/4" Steel -20
0
Pipe Pile, Typ
10
10
-20
Pile Wall
R OF FO CALI
POE
9+49.98
9+00
12’ 0"
10
0
8+00
7+00
6+00
5+00
4+00
3+00
2+00
1+00
POB
0+00.00
Waler
River Sheet
T E
N
D
T N E
CES UR
10
10
0 -3
C-211
O S E
Chain Link Security Fence
0
-20
0
-10
STATE WATER FACILITIES
0
0 10
-10
200’ 0"
0
10
0
C
Ball Floats
0
0 0
-10
0 10
REGIS TE R
N
SUB. APP.
WEST FALSE RIVER PLAN
Waler
Piles Along Edge of
2:1 Slope
Road 1’ Below Grade 15
Elev. 7’
Spring Low Tide,
Top of Drought Barrier,
Elev. 1.3’
Elev. 7’
MC 12x35 Waler
AZ 14-770
DESIGNED:
CHECKED:
Crack Stopper
N. Smith
J. Lopes
15
Elev. 12’ Typ
10
Elevation (ft)
0
-5
-5 36" x 3/4" Steel
-10
Pipe Pile, Typ
Existing Riverbed
-15
-15
-20
-20
-25
-25
-30
-30
-35
AZ 14-770
-35
-40
River Sheet
-40
Piles, Typ
-45
Elev. -48’ Typ
-50
-45
Elev. -50’ Typ
-55
-55 -60 0+50
1+00
1+50
IA
J. Lopes
CLICK ON THIS TEXT CLICK ON THIS TEXT APPROVAL RECOMMENDED:
DATE:
CLICK ON THIS TEXT CLICK ON THIS TEXT APPROVED:
DATE:
CLICK ON THIS TEXT CLICK ON THIS TEXT
THINK SAFETY -
-50
-60 0+00
REVIEWED:
N. Smith
SUBMITTED:
5 Elev. 0’ Typ
-10
DRAWN:
10
5 0
RN OF FO CALI
Sheet Piles, Typ 2:1 Slope
Elevation (ft)
B
Spring High Tide,
A TE
El ev.7. 0’
Crack Stopper Sheet
40
St a 8+08. 10
MC 12x35
El ev.7. 0’
Piles at Levee Shoulder
20
0
ON OFESSI PR AL
ST
Begin River Sheet
St a 1+08. 08
SCALE 1 : 40
ED
NEER GI EN
-20
10
REV. DESCRIPTION
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
8+00
8+50
9+00
ACT SAFELY STATE WATER FACILITIES
9+50
DROUGHT EMERGENCY TEMPORARY ROCK BARRIERS
Station
WEST FALSE RIVER PROFILE 20
0
A
40
Horizontal
0
10
SUTTER SLOUGH, STEAMBOAT SLOUGH, AND WEST FALSE RIVER
20
Vertical
WEST FALSE RIVER SITE PLAN AND PROFILE
Datum: California State Plane Zone III, NAD83, NAVD 88, Feet
SPEC. NO.
SHEET NO. REVISION
C-210
011 1
2
3
4
5
6
7
VI=Plot.BW.11x17.PEN 3/20/2014
DRAWING NO.
8
1
2
3
4
5
6
7
8 STATE OF CALIFORNIA CALIFORNIA NATURAL RESOURCES AGENCY
DEPARTMENT OF WATER RESOURCES 15
DIVISION OF ENGINEERING 4’-0"
12’-0"
Rock Fill
-10
-10
-15
-20
-20
-25
-25
-30
-30
WATE R OF
R
T
-15
DEPAR TM
-5
CL Sheet Pile Wall
T N E
CES UR
-5
Elevation (ft)
0
2: 1
0
AZ 14-770, Typ
IA
Sheet Pile,
5 S lo pe , T yp
5
STATE WATER FACILITIES
Min.
O S E
D
10
S
Elevation (ft)
10
A
MC 12x35 Waler, Typ
T E
B2
N
15
R OF FO CALI
C-211
36" x 3/4"
20’-0"
-80
-60
-40
-20
0
20
40
60
King PIle, Typ
80 CL King Pile
CL King Pile PLAN D2
TYPICAL ROCK BARRIER SECTION
C-210
0
5
10
0
Vertical
10
TYPICAL WALER SPLICE
20
SCALE 3/8" : 1’
0
1’-4"
2’-8"
Horizontal
C
1 1/2"x9"x1’-3 1/2" Steel Shim PL 3/4" PL REV. DESCRIPTION
SUB. APP.
1
1’-3 2"
ED
ON OFESSI PR AL
ST
A TE
2"
B
1 1 3 2" 2 4"
3 7 4"
3/4" PL
Waler, Typ
3"
B4
DESIGNED:
CHECKED:
N. Smith
J. Lopes
DRAWN:
REVIEWED:
N. Smith
J. Lopes
WALER SPLICE DETAIL 2 SCALE 1 : 8"
4"
0
SUBMITTED:
8"
3"
9"
RN OF FO CALI
MC 12x35
CL Waler
B4
NEER GI EN
REGIS TE R
CL Splice
C-211
IA
A4
CLICK ON THIS TEXT CLICK ON THIS TEXT
C-211
1
2 4"
APPROVAL RECOMMENDED:
DATE:
CLICK ON THIS TEXT CLICK ON THIS TEXT 1
0 2"
MC 12x35
Gap
Waler, Typ
APPROVED:
3/4" Bolt, Typ
DATE:
CLICK ON THIS TEXT CLICK ON THIS TEXT
MC 12x35
B2
SCALE 1 : 8"
THINK SAFETY -
Waler, Typ
WALER SPLICE DETAIL 0
4"
ACT SAFELY
8"
STATE WATER FACILITIES
1 1/2" Steel Shim PL, Typ
DROUGHT EMERGENCY TEMPORARY ROCK BARRIERS
A4
A
WALER SPLICE DETAIL 3 SCALE 1 : 8"
0
4"
SUTTER SLOUGH, STEAMBOAT SLOUGH, AND WEST FALSE RIVER
8"
WEST FALSE RIVER DETAILS AND SECTION SPEC. NO.
SHEET NO. REVISION
DRAWING NO.
Datum: California State Plane Zone III, NAD83, NAVD 88, Feet
C-211
012 1
2
3
4
5
6
7
VI=Plot.BW.11x17.PEN 3/20/2014
8
1
2
3
4
5
6
7
8 STATE OF CALIFORNIA CALIFORNIA NATURAL RESOURCES AGENCY
DEPARTMENT OF WATER RESOURCES
Temporary Support
DIVISION OF ENGINEERING
Bracket, See Detail 2 1/4
STATE WATER FACILITIES
A6
1/2" End PL, Typ
5
1 8"
C-212
8"
Waler, Locate at
@ 4’-0" OC With
1/2" Stiffener PL, Typ
Inboard Waler 1/4
Each King Pile
1/4
Construction Support 1/2" PL
for Waler
1
1/4
3" PJP
With 2 1/2" Washers
0 4" 1 5 " "
MC 12x35 Temporary Construction Support
3
3/4" Bearing PL
Waler, Typ
MC 12x35 Permanent Support
R OF FO CALI
3
@8’-9" OC
G
T E
3/4" Bolt, Typ
1 4"
3/4" A-307 Bolt
MC 12x35
A
3"
1
9" 0 2" 2 2"
1
6"Typ
TYP 3/8 (5/16)
T
C-212
1 1/2" Threaded Rod
PJP
S
1" Neoprene Pad
D7
R
3"
2’ 9"
1/4
CL Sheet Pile Wall
WATE R OF
CES UR
MC 12x35 Temporary
2 1/2" Washers, Typ
T N E
O S E
3/4" Connection Bolt
C-212
1’-0"
With 2 1/2" Washers
MC 12x35
1/2" PL
Support for Inboard
DEPAR TM
@ 8’9" OC
D
MC 12x35 Permanent
A4
3 4"
1" x 5" x 5" PL, Typ
IA
AZ 14-770 Sheet Pile
3/4" A-307 Bolt
N
CL Stiffener PL, Typ
3/4" PL, Typ
TYP 3/8 (5/16)
Waler Clamp A2
SECTION DETAIL SCALE 1 : 1 1/2"
0
3/4"
1 1/2"
TYP
3/8 (5/16)
Neoprene Pad
D7
PJP
1’-0"
C-212
1’-6"
3" Thick, Typ CL King Pile 3/4" Stiffener PL, Typ 3/8
C
Cap
TYP 3/8
4"
3/4" Thick
1’-9"
CL King Pile
3/4" PL, Typ
1" x 5" x 5" Bearing PL, Typ
Waler Clamp
PLAN DETAIL 02 CL Threaded Bar
CL King Pile
SCALE 1’ : 1"
0
1/2"
1"
PLAN DETAIL 01
REV. DESCRIPTION 0
3/8"
CL King Pile
3/4"
1
3’-5 2"
ED
ON OFESSI PR AL
NEER GI EN
Neoprene Pad
SUB. APP.
CL Sheet Pile Wall REGIS TE R
SCALE 1 : 3/4"
3/4" Bolt, Typ ST
A TE
IA
3/4" Stiffener PL, Typ
RN OF FO CALI
3/4" Bolt, Typ 1’-2" Max 3/4" Stiffener PL, Typ
1
2 2"
B
MC 12x35 Waler, Typ
Top of Waler Clamp
Waler Clamp
Elev. 7.0’
DESIGNED:
CHECKED:
N. Smith
J. Lopes
DRAWN:
REVIEWED:
N. Smith
J. Lopes
3/4" PL CLICK ON THIS TEXT
3/4" Bearing PL
King Pile
1
1
2’ 10"
1 1/2" Thick Steel Shim PL
3/4"
1/2" Stiffener PL
in 1 1/2" Gap, Typ
Connection
1"
1
1/2" Stiffener PL, Typ
1
1
1 2"
1
3
6 2"
3"
1’ 5 2"
CL Threaded Rod
A4
SECTION DETAIL 0
1/2
1 2"
1
3"
SECTION DETAIL 1/2
THINK SAFETY ACT SAFELY
DROUGHT EMERGENCY TEMPORARY ROCK BARRIERS
1/2" End PL Temporary Support
6" 0
CLICK ON THIS TEXT CLICK ON THIS TEXT
SUTTER SLOUGH, STEAMBOAT SLOUGH, AND WEST FALSE RIVER
1
SCALE 1 : 1
SCALE 1 : 1
DATE:
1’ 0" 1"
36" x3/4" King Pile
A2
CLICK ON THIS TEXT APPROVED:
STATE WATER FACILITIES
1
1/4" Neoprene Sheet
A
DATE:
CLICK ON THIS TEXT
Bolt, Typ
Waler Clamp
7 8"
1
APPROVAL RECOMMENDED:
Neoprene Pad
6 2"
1
6 4"
1
6 2"
1"x10"x18"
1
1
2 2" 3 4" 3 4" 3 4"
1
9 2"
CL Threaded Rod
CLICK ON THIS TEXT
1 1 4 2" 4 2"
1
3
3 4" 3 4" 3 4"
7 8"
SUBMITTED:
CL Threaded Rod
Bracket
1
WEST FALSE RIVER A6
Sheet Pile,
SECTION DETAIL SCALE 1 : 1
Install After 0
1/2
1
DETAILS 2
Temporary Support Bracket Removed
SPEC. NO.
SHEET NO. REVISION
C-212
013 1
2
3
4
5
6
7
VI=Plot.BW.11x17.PEN 3/20/2014
DRAWING NO.
8
STATE OF CALIFORNIA CALIFORNIA NATURAL RESOURCES AGENCY
DEPARTMENT OF WATER RESOURCES DIVISION OF ENGINEERING STATE WATER FACILITIES C6 -
DEPARTMENT FURNISHED CATWALK TOP OF ROCK BARRIER, ELEV. 9.5
A
T E
N
T
TYP
TOP OF WEIR ELEV. 7.5
S
11+00
8’ 0"
TYP
R
IA
WARNING SIGN
ROCK BARRIER ELEV. 9.5
WARNING SIGN 2"
WATE R OF
CES UR
D
T N E
O S E
DEPAR TM
C L BARRIER
R OF FO CALI
9’ 0"
FLOW INV. -2.0
INSTALL DEPARTMENT FURNISHED DUAL PIPE CULVERT FRAME
ELEV. -3.0 INSTALL DEPARTMENT FURNISHED 48" DIA. CMP WITH SLUICE GATE, 4 TOTAL
8’-0" DEPARTMENT FURNISHED 48" DIA. CMP WITH SLUICE GATE, 4 TOTAL
CRUSHED ROCK BEDDING
O.G.
C CRUSHED ROCK BEDDING, ELEV. -3.0
C6
SECTION SCALE 1 : 8
0
4
8
WEIR ELEV. 7.5
NOTE: GRADE LINES NOT SHOWN FOR CLARITY. REV. DESCRIPTION
SUB. APP.
REGIS TE R JA
NEER GI EN ES
ON OFESSI PR AL ED S M. LO E P M
No. 62184
ST
PLAN
A TE
0
SCALE 1 : 10
5
10
DEPARTMENT FURNISHED CATWALK
C L BARRIER
IA
Exp. 9-30-15
C IV IL RN OF FO CALI
CHECKED:
DESIGNED: Anna B. Gutierrez REG. C.E. No. 72270 DRAWN:
12’-0"
B
REVIEWED:
Anna B. Gutierrez
James M. Lopes
REG. C.E. No. 72270
REG. C.E. No. 62184
ELEV. 9.5 SUBMITTED: James M. Lopes REG. C.E. No. 62184
FLOW
DEPARTMENT FURNISHED DUAL PIPE CULVERT FRAME
APPROVAL RECOMMENDED:
DATE:
CHIEF, GENERAL ENGINEERING SECTION, REG. C.E. No. 55947
DEPARTMENT FURNISHED 48" DIA. CMP WITH SLUICE GATE
APPROVED:
DATE:
CHIEF, DELTA ENGINEERING BRANCH, REG. C.E. No. 47259
INV. -2.0 ELEV. -3.0
THINK SAFETY -
2’
ROCKFILL
ACT SAFELY CRUSHED ROCK AROUND CULVERTS
2
2
STATE WATER FACILITIES 1
1
CRUSHED ROCK BEDDING
DROUGHT EMERGENCY TEMPORARY ROCK BARRIERS
SUTTER SLOUGH, STEAMBOAT SLOUGH, AND WEST FALSE RIVER
A O.G.
SUTTER SLOUGH AND STEAMBOAT SLOUGH
TYPICAL SECTION - 48" CMP DUAL PIPE FRAMES 0
SCALE 1 : 5
2.5
5
TYPICAL CULVERT PLAN AND SECTIONS SPEC. NO.
SHEET NO. REVISION
C-213
014 1
2
3
4
5
6
7
VI=Plot.BW.11x17.PEN 3/20/2014
DRAWING NO.
8
STATE OF CALIFORNIA CALIFORNIA NATURAL RESOURCES AGENCY GATE AND CORNER POSTS
DEPARTMENT OF WATER RESOURCES DIVISION OF ENGINEERING
C L Z
Z
Z x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
(SEE TABLE)
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
BARBED WIRE ARM SHALL WITHSTAND A WEIGHT OF 200 LBS. WITH NO PERMANENT DEFORMATION.
x
x
x
x
x
x
x
1’ 0" Z
MATCH EXI ST.HEI GHT
SEE
DETAIL - BARB WIRE SUPPORT ARM
RINGS @ 18" C.C.
ROD WITH ADJUSTABLE
DETAIL A
A
WITH 11 GAGE HOG
DIA. STEEL TRUSS
2"
MAX.
TIGHTENER AND FITTINGS 3 8"
R
T
3 8"
WATE R OF
S
7 GAGE TENSION WIRE STRETCHER BAR
1/2
0
SCALE 1 : 1
T E
R OF FO CALI
1
DIA. STEEL TRUSS
ROD WITH ADJUSTABLE TIGHTENER AND FITTINGS
3’ 0"
CATCH
TIE FABRIC TO TOP AND BOTTOM
DIA.
OF GATE FRAME WITH 11 GAGE WIRE
6"
Z
MI N.
Z Z
1’-0" MIN.
MI N.
Z
GRADE
Z
DIA. Z
TIES @ 18" C.C.
C UNDISTURBED NATURAL GROUND
FINISHED
10"
BALL AND SOCKET
OR COMPACTED BACKFILL
~
1’ 0"
WITH 11 GAGE HOG
BOTTOM GATE PLUG 180 SWING (RIVETED TO GATE)
J J J J J J J J J
MI N.
PLUNGER ROD
Z
7 GAGE TENSION WIRE
MI N.
MI N.
Z
Z
J JJJJ JJJJJJ J
Z
JJJJ J J J J
Z
Z
J
RINGS @ 18" C.C.
6" Z
x
~
8’ 0"
x
x
x
1/4" x 3/4 " MIN.
Z
2’ 8"
x
x
x
x
x
x
x
x
Z
x
x
x
T N E
CES UR
x
LINE POST TOP, ONE PIECE CONSTRUCTION
CORNER AND END POSTS
LINK FABRIC (TYP.)
ARM (SEE DETAIL) x
x
BRACE RAIL AT ALL GATE,
9 GAGE 2" MESH, 72" CHAIN
CAP AND BARBED WIRE SUPPORTING
x
O S E
LINE POST WITH COMBINATION
x
1’ 0"
TYPICAL RAIL AND TRUSSWIRE PANEL
TYPICAL RAIL AND TRUSSWIRE PANEL
D
STATE WATER FACILITIES
10’-0" MAX. Z
IA
CLEAR OPENING VARIES 14’-0" TO 20’-0"
N
10’-0" MAX.
C L
DEPAR TM
C L
Z
C L
Z
TYPE LOWER HINGE
1’-2" MIN. DIA.
WITH 180 SWING
DETAIL A
BOTTOM GATE HINGE TYPICAL FOR ALL GATES
DOUBLE DRIVE GATE DETAIL NTS
REV. DESCRIPTION
SUB. APP.
REGIS TE R JA
POST & MATERIAL TABLE
C L Z
RAIL AND TRUSS WIRE
C L Z
10’-0"
Z
WITH 11 GAGE HOG
IN BOTH DIRECTIONS. AS CORNER POST
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
STRETCHER BAR BANDS 1 8"
1 4"
3
x 4" @ 12" C.C.
3
x 4" MIN.
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x x x
x
x
x
x x x
x
x
x
x
x
x
x x
x
x
2.875"
0.203"
x
x
x
x
x
x
x
Anna B. Gutierrez REG. C.E. No. 72270
212"
2.875"
0.203"
312"
4.000"
0.226"
114"
1.660"
0.140"
DRAWN:
REVIEWED:
Anna B. Gutierrez
James M. Lopes
REG. C.E. No. 72270
REG. C.E. No. 62184
SUBMITTED:
x
x
CHECKED:
DESIGNED:
x x
x
x
x
GATE FRAMES
James M. Lopes
3 8"
FINISHED GRADE
DIA. STEEL TRUSS
112"
1.900"
0.145"
APPROVAL RECOMMENDED:
DATE:
BRACE RAIL CHIEF, GENERAL ENGINEERING SECTION, REG. C.E. No. 55947 3 8"
APPROVED:
DIA. STEEL TRUSS ROD
DATE:
WITH ADJUSTABLE TIGHTENER AND FITTINGS CHIEF, DELTA ENGINEERING BRANCH, REG. C.E. No. 47259
J
J J
Z
J
2"
2’ 8"
MI N.
x
x
x
JJJJ
J J J J J
THINK SAFETY ACT SAFELY
FINISHED GRADE
STATE WATER FACILITIES
NOTES
ROD WITH ADJUSTABLE TIGHTENER AND FITTINGS
6"
MI N.
1. ADJUSTABLE TIGHTENERS SHALL BE TURNBUCKLE OR EQUIVALENT, HAVING 6" MIN. TAKEUP.
Z
6"
x
Z
2"MAX.
JJJJ
Z
Z
x
x
x
0.154"
212"
BRACES
@ 14" C.C.
MIN. DIA.
x
x
x x x
x
STRETCHER BAR
1’-0"
x
x
x
2.375"
CORNER, PULL & END POSTS
C IV IL RN OF FO CALI
REG. C.E. No. 62184
9 GAGE WIRE TIES
J
x
x x
x
x
@ 14" C.C.
J J
x
x
x
x
A TE
2"
x
x
Z
MATCH EXI ST.HEI GHT
x
x
x
x
9 GAGE WIRE TIES
JJJJ
8’ 0"
x
x
x
x
Z
Z
x
x
x
x
x
Z
x
CORNER OR END POST x
x
x
3’ 0"
x
x
MI N.
x
x
x
x
UNDISTURBED NATURAL GROUND
6"
x
x
x
1’-0"
MI N.
x
x
x
Z
x
x
x
2’ 8"
x
x
MI N.
x
MI N.
x
8’ 0"
x
MATCH EXI ST.HEI GHT
x
x
x
x
Z
x
x
x
x
x x
x x x
x
x
x
x x x
x x
x
x x
x
x
x
Z
x
x x x x x x x
x
x
x
x
x
PULL POST SAME
Exp. 9-30-15
LINE POSTS
WALK GATE POSTS DRIVE GATE POSTS
x
Z
MAX.
x
A
TRUSS WIRE PANEL
RINGS @ 18" C.C. x
Z
PANEL TO JOIN POST
MAX. SPACING
MAX. SPACING 1’ 0"
B
10’-0"
C L
Z
7 GAGE TENSION WIRE
C L
D N LA I A LR A C I P Y T L E N A EP R I W S S U R T
C L
TYPICAL RAIL AND
Z
FOR CORNERS, TYPICAL
No. 62184
THICKNESS ST
NOTE:
TUBULAR OUTSIDE SCHED.40 DIA. PIPE
IA
C L
NEER GI EN ES
ON OFESSI PR AL ED S M. LO E P M
1’-2"
Z Z
MIN. DIA.
OR COMPACTED BACKFILL
2. TYPICAL RAIL AND TRUSS WIRE PANELS SHALL BE USED AT ALL CORNERS, END POSTS AND ANGLE POINTS, OR CURVES WITH HORIZONTAL DEFLECTION OF 15 OR GREATER.
MIN. DIA.
NOTE: TO BE INSTALLED AT NO MORE THAN 1000’ INTERVALS ALONG FENCE LINE
SUTTER SLOUGH, STEAMBOAT SLOUGH AND WEST FALSE RIVER
3. SEE SPECIFICATIONS FOR ALTERNATIVE POSTS AND MATERIALS SUBMITTED.
RAIL AND TRUSS WIRE PANEL
TYPICAL FENCE ELEVATION
DROUGHT EMERGENCY TEMPORARY ROCK BARRIERS
STANDARD FENCING DETAILS
4. DRAWINGS NOT TO SCALE.
NTS
NTS
8’ CHAIN LINK W/ BARBED WIRE SPEC. NO.
SHEET NO. REVISION
C-214
015 1
2
3
4
5
6
7
VI=Plot.BW.11x17.PEN 3/20/2014
DRAWING NO.
8
