p:lib00 rockfall mitigation construction details1 dtwm ... · double twisted wire mesh drapery...
TRANSCRIPT
07-07-15
TYPICAL CROSS SECTIONS
C-1NO SCALE
ES
R/W
ETW ESETWETW
HPVARIABLE
TO
HP
VA
R xx' - xxx'
CONSTRUCTION DETAILS
XX' - XXX'
AS SPECIFIED
10'-0" OR
AS SPECIFIED
10'-0" OR
XX' XX' XX' XX' XX' XX' XX'
OG
HP
AS SPECIFIED
OG
45̂ MIN
OG
HP
DOUBLE TWISTED WIRE MESH DRAPERY SYSTEM
ABBREVIATIONS:
DTWM DOUBLE TWISTED WIRE MESH
DTWM DRAPERY SYSTEM WITH TAG LINE
CL
CABLE ANCHOR
DTWM
DTWM
FASTEN DTWM TO TOP SUPPORT CABLE
POST AND POST FOUNDATION
TOP OF DTWM
TAG LINE
TOP SUPPORT CABLE
CABLE ANCHOR
TOP SUPPORT CABLE
UPSLOPE SUPPORT CABLE
POST BASE SUPPORT CABLE
ELEVATED DTWM DRAPERY SYSTEM WITH POSTS
UPSLOPE CABLE ANCHOR
DTWM DRAPERY SYSTEM
BOTTOM OF DTWM 2'-0"
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
1:49:09
PM
7/20/2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => "s100205"
DGN FILE => ...\0000000000ga001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
GE
OT
EC
HNIC
AL
660
630
740 670
620
650
610
620
730670
700
640
630
590
670
700
650
600
690
720
710
630
640
610
600
720
620
620
670
620
630
610
660
680
680
600
590
590
680
650
650640
680
690
610
620
730
660
610
650
640
600
700
590
610
660
580
710
710
700
670
690
690
600590
630
600
630
660
630
590
600
640
600
620
710
720
640
650
610
EP
ETW
ETW
ETW
ETW
EP
EPETW
ETWETW
ETWEP
07-07-15
C-2ANO SCALE
CONSTRUCTION DETAILS
LEGEND
# = CABLE ANCHOR LOCATION/NUMBER
R/W
R/W
R/W
R/W
NOTES:
TYPICAL LAYOUT
#
#
#
#
#
#
#
#
# ##
# #
#
#
#
# ##
#
#
## #
## # #
##
#
#
#
# #
#
TOP SUPPORT CABLE
TOP SUPPORT CABLE
= DOUBLE TWISTED WIRE MESH PANEL2. DOUBLE TWISTED WIRE MESH DRAPERY SYSTEM LIMITS TO BE LAID OUT BY THE ENGINEER.
1. CABLE ANCHOR LOCATIONS TO BE STAKED IN THE FIELD BY THE ENGINEER.
3. CABLE ANCHOR MINIMUM ALLOWABLE DESIGN LOAD IS 5 TONS.
DOUBLE TWISTED WIRE MESH DRAPERY SYSTEM
DTWM DRAPERY SYSTEM
APPROXIMATE LIMITS OF
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
ATE
OF C
ALIF
OR
NIA -
DEP
ART
ME
NT
OF TR
ANSP
ORT
ATIO
N
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
1:50:48
PM
7/20/2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => "s100205"
DGN FILE => ...\0000000000ga002A.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
GE
OT
EC
HNIC
AL
660
630
740 670
620
650
610
620
730670
700
640
630
590
670
700
650
600
690
720
710
630
640
610
600
720
620
620
670
620
630
610
660
680
680
600
590
590
680
650
650640
680
690
610
620
730
660
610
650
640
600
700
590
610
660
580
710
710
700
670
690
690
600
590
630
600
630
660
630
590
600
640
600
620
710
720
640
650
610
EP
EP
ETW
ETW
ETW
ETW
EP
EP
ETW
ETW
ETW
ETW
07-07-15
C-2BNO SCALE
CONSTRUCTION DETAILS
LEGEND
= CABLE ANCHOR LOCATION/NUMBER
NOTES:
#
#
#
#
#
#
#
R/W
R/W
R/W
R/W
#
#
#
#
#
#
#
#
#
#
#
#
##
# #
#
#
#
# ##
#
## #
## # #
#
# TYPE
SYSTEMDRAPERY
DTWM
A CHUTESPANNING
A CHUTESPANNING
A CHUTESPANNING
TYPICAL LAYOUT
TOP SUPPORT CABLE
TOP SUPPORT CABLE
= LATERAL CABLE ANCHOR FOR POST
= UPSLOPE CABLE ANCHOR FOR POST
OF DTWM
APPROXIMATE LIMITS
= POST LOCATION/NUMBER
= DOUBLE TWISTED WIRE MESH PANELFOUNDATION
POST
DTWM DRAPERY SYSTEM LIMITS TO BE LAID OUT BY THE ENGINEER.3.
DOUBLE TWISTED WIRE MESH DRAPERY SYSTEM
CABLE ANCHOR AND POST FOUNDATION LOCATIONS TO BE STAKED IN THE FIELD BY THE ENGINEER.1.
THE DTWM DRAPERY SYSTEM OR TO SPAN A CHUTE OR OBSTACLE.
POSTS MAY BE REQUIRED TO LIFT THE TOP SUPPORT CABLE OF 2.
CABLE ANCHOR MINIMUM ALLOWABLE DESIGN LOAD IS 5 TONS.4.
TAG LINES
SYSTEMDRAPERY
DTWM ELEVATED
OF THE MESHLIFTING THE TOP
SYSTEMDRAPERY
DTWM ELEVATED
SYSTEMDRAPERY
DTWM ELEVATED
SYSTEMDRAPERY
DTWM
SYSTEMDRAPERY
DTWM SYSTEM
DRAPERY DTWM
SYSTEMDRAPERY
DTWM ELEVATED
SYSTEMDRAPERY
DTWM ELEVATED
OF THE MESH
THE TOP
LIFTING
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
ATE
OF C
ALIF
OR
NIA -
DEP
ART
ME
NT
OF TR
ANSP
ORT
ATIO
N
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
1:51:32
PM
7/20/2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => "s100205"
DGN FILE => ...\0000000000ga002B.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
GE
OT
EC
HNIC
AL
07-07-15
C-3NO SCALE
GALVANIZED STOP SLEEVE
OG
GALVANIZED STOP SLEEVE
GALVANIZED STEEL THIMBLE
TWO COMPONENT CABLE ANCHOR
GALVANIZED STEEL THIMBLE
CABLE ANCHOR DETAILS
OG
6" Min
DOUBLE TWISTED WIRE MESH DRAPERY SYSTEM
CONSTRUCTION DETAILS
1'-6"
6"
AT 3' Max SPACING
PVC CENTRALIZERS
CABLE
ƒ" GALVANIZED
6' MINIMUM 6' MINIMUM
WITH SACRIFICIAL BIT
HOLLOW STEEL BAR
1‚"Ø THREADED
GROUT
CABLE
ƒ" GALVANIZED
1'-6"X 1'-6"X 1'-6"
MINOR CONCRETE PAD
STEEL BAR COUPLER
CABLE TO THREADED HOLLOW
GROUT
1' MINIM
UM
FG
1' MINIM
UM
2•"Ø Min3"Ø Min
CONTINUOUS ƒ" CABLE ANCHOR
DIRECTION OF LOADING
ORIENT CABLE ANCHOR IN
DIRECTION OF LOADING
ORIENT CABLE ANCHOR IN
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
ATE
OF C
ALIF
OR
NIA -
DEP
ART
ME
NT
OF TR
ANSP
ORT
ATIO
N
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
1:52:06
PM
7/20/2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => "s100205"
DGN FILE => ...\0000000000ga003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
GE
OT
EC
HNIC
AL
C-4NO SCALE
07-07-15
GALVANIZED STOP SLEEVE
GALVANIZED STEEL THIMBLE
GALVANIZED STOP SLEEVE
GALVANIZED STEEL THIMBLE
CONSTRUCTION DETAILS
OG
OG
DOUBLE TWISTED WIRE MESH DRAPERY SYSTEM
DTWM DRAPERY PANEL
DTWM DRAPERY PANEL
TAG LINE DETAIL
CONNECTION DETAILS
SUPPORT CABLE
†"Ø TOP
AS REQUIRED BY MANUFACTURER
CABLE CLIPS QUANTITY AND SPACING
AS SPECIFIED
BEFORE CLOSURE
AFTER CLOSURE
0.90"
1.80"
1.10"
NOMINAL 1" OVERLAP
WIRE DIAMETER 0.120"
12" MIN
DTWM
SUPPORT CABLE
†"Ø TOP
TOP CONNECTION DETAIL
12" M
INIM
UM
CABLE AND FASTEN OR LACE AS SHOWN
FOLD TOP OF DTWM OVER TOP SUPPORT
ƒ" SHACKLE
ƒ" SHACKLE ƒ" SHACKLE
12" MIN
RING FASTENER DETAIL LACING CABLE DETAIL
ALTERNATING DIRECTIONS
THROUGH EVERY OPENING IN
Š"Ø LACING CABLE WOVEN
TOP SUPPORT CABLE
†"Ø
DTWM
CABLE ANCHOR
RING FASTENER DETAIL
CABLE ANCHOR
STEEL THIMBLE
GALVANIZED
ALTERNATE A ALTERNATE B
AT EACH END OF TAG LINE
GALVANIZED STEEL THIMBLE
AT EVERY OPENING
ROWS OF RING FASTENERS
FASTEN OVERLAP WITH 2
†"Ø TOP SUPPORT CABLE
†"Ø CABLE TAG LINE
LACING CABLE
O.C. OR Š"Ø
FASTENERS AT 4"
2 ROWS OF RING
4" TYP
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
ATE
OF C
ALIF
OR
NIA -
DEP
ART
ME
NT
OF TR
ANSP
ORT
ATIO
N
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
1:53:02
PM
7/20/2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => "s100205"
DGN FILE => ...\0000000000ga004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
GE
OT
EC
HNIC
AL
07-09-15
C-5NO SCALE
CONSTRUCTION DETAILS
ADJACENT PANELS
NO OVERLAP AT
6'
12' Typ
CUT OR FACTORY EDGE
DOUBLE TWISTED WIRE MESH DRAPERY SYSTEM
SELVEDGE WIRE AT FACTORY EDGES
SKIRT PANEL DETAIL
ON BOTTOM OF SKIRT PANEL
SELVEDGE WIRE AT FACTORY EDGE
EDGES
CABLE AT PANEL
OR Š"Ø LACING
RING FASTENERS
GALVANIZED STEEL THIMBLE
POST BASE SUPPORT CABLE
CABLE CLIPS
OG
UPSLOPE ANCHOR CONNECTION DETAIL
CABLE ANCHOR
ƒ" SHACKLE
UPSLOPE SUPPORT CABLE
BOTTOM OF SKIRT PANEL
OTHER OPENING TOP AND
RING FASTENERS AT EVERY
DTWM PANEL VERTICAL CONNECTION DETAIL
ADJACENT PANELS
NO OVERLAP AT
SELVEDGE WIRE AT FACTORY EDGES
EVERY OPENING IN ALTERNATING DIRECTIONS
Š"Ø LACING CABLE WOVEN THROUGHRING FASTENERS AT EVERY OPENING
SPACING TO DTWM PANEL BEHIND
AT 18" VERTICAL AND HORIZONTAL
RING FASTENERS STAGGERED
BOTTOM OF DRAPERY SYSTEM
HORIZONTALLY OVER DTWM PANEL AT
6' WIDE DTWM SKIRT PANEL PLACED
4" TYP
1'-
0" M
INIM
UM
DTWM PANEL HORIZONTAL CONNECTION DETAIL
1'-
0"
MINI
MU
M
CROSS SECTION
ON TOP OF PANEL FROM ABOVE
OVERLAP LOWER PANEL
OG
SLOPE
RING FASTENER ALTERNATE LACING CABLE ALTERNATE
RING FASTENER DETAIL
AT 4" O.C.
RING FASTENERS
2 ROWS OF
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
ATE
OF C
ALIF
OR
NIA -
DEP
ART
ME
NT
OF TR
ANSP
ORT
ATIO
N
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
1:53:40
PM
7/20/2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => "s100205"
DGN FILE => ...\0000000000ga005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
GE
OT
EC
HNIC
AL
07-09-15
C-6NO SCALE
CONSTRUCTION DETAILS
POST
END POSTEND POST
45°45°
NOTES:
PLAN VIEW
ELEVATED DOUBLE TWISTED WIRE MESH DRAPERY SYSTEM
DTWM
DTWM
DTWM
INTERMEDIATE POST
POST
†"Á LATERAL SUPPORT CABLE
SUPPORT CABLE
†"Á TOP
LATERAL CABLE ANCHOR
ELEVATION VIEW
POST FOUNDATION TYP
†"Á LATERAL SUPPORT CABLE
END POSTS
CONTINUOUS TO BASE OF
†"Á TOP SUPPORT CABLELATERAL CABLE ANCHOR
SUPPORT CABLE
†"Á TOP
TO BASE OF END POSTS
†"Á TOP SUPPORT CABLE CONTINUOUS
UPSLOPE CABLE ANCHOR
BOTTOM OF POST
UPSLOPE CABLE ANCHOR TO TOP AND
†"Á POST BASE SUPPORT CABLE FROM
†"Á UPSLOPE SUPPORT CABLE AND
IN THE FIELD BY THE ENGINEER.
CABLE ANCHOR AND POST FOUNDATION LOCATIONS TO BE STAKED1.
BASE SUPPORT CABLE SHALL BE SEPARATE, INDEPENDENT CABLES.
LATERAL SUPPORT CABLE, UPSLOPE SUPPORT CABLE AND POST2.
ANCHORS IN A STRAIGHT LINE CONFIGURATION
KEEP THE TOP SUPPORT CABLE AND LATERAL
TO MINIMIZE OUT-OF-PLANE FORCES AND
POSITION POSTS AND LATERAL ANCHORS
15° MAX
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
ATE
OF C
ALIF
OR
NIA -
DEP
ART
ME
NT
OF TR
ANSP
ORT
ATIO
N
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
1:54:14
PM
7/20/2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => "s100205"
DGN FILE => ...\0000000000ga006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
GE
OT
EC
HNIC
AL
07-09-15
C-7NO SCALE
CONSTRUCTION DETAILS
TOP OF FOUNDATION
MORTAR
ROCK
FOUNDATION IN SOIL FOUNDATION IN ROCK
BASE PLATE
TYPE 2 - POST FOUNDATIONTYPE 1 - POST FOUNDATION
FILL
SOILS OR COMPACTED
UNDISTURBED NATIVE
POST FOUNDATION DETAILS
ELEVATED DOUBLE TWISTED WIRE MESH DRAPERY SYSTEM
MIN 3"Ø HOLE
DRILL AND GROUT
POST BASE DETAIL
W4X13
W4X13 POST
‚
TYP
2"
MINOR CONCRETE
LEVELING PAD
MINOR CONCRETE
6'-0"
1'-6" SQUARE
WASHERS TOP AND BOTTOM
WITH NUT, LEVELING NUT, AND FLAT
(4) †"Ø X 12" ALL-THREAD ROD
1'-0"
WASHERS AT BASE Â
WITH NUT, LEVELING NUT, AND FLAT
(4) †"Ø X 18" ALL-THREAD ROD
BASE PLATE
†X 0'-10" SQ
10"
10"
2" TYP
•
•
•"Ø HOLE
MORTAR
FIELD USING LEVELING NUTS PRIOR TO PLACING
ADJUST ORIENTATION OF BASE Â AND POST IN
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
ATE
OF C
ALIF
OR
NIA -
DEP
ART
ME
NT
OF TR
ANSP
ORT
ATIO
N
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
1:54:48
PM
7/20/2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => "s100205"
DGN FILE => ...\0000000000ga007.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
GE
OT
EC
HNIC
AL
07-09-15
C-8NO SCALE
CONSTRUCTION DETAILS
ELEVATED DOUBLE TWISTED WIRE MESH DRAPERY SYSTEM
3"
3"6"
FRONT VIEW
POSTSIDE VIEW
POST
‰
‰
PIPE 2•STD
POST AND PIPE
•
• PIPE
RADIUS OF PIPE
CUT TO FIT
Â…x 2"x 3"±
• PIPE
BASE Â
TOP OF
CABLE GUIDE DETAILS
AT END POSTS ONLY
BOTTOM OF POST
CABLE GUIDE ON
FRONT VIEW
POST
SIDE VIEW
POST
CABLE ANCHOR
CABLE TO UPSLOPE
POST BASE SUPPORT
CABLE ANCHOR
CABLE TO UPSLOPE
POST BASE SUPPORT
MIN
45̂
BOTTOM OF END POSTS
CABLE CONTINUOUS TO
†"Ø TOP SUPPORT
SPECIFICATIONS
MANUFACTURER'S
AND SPACING PER
CABLE CLIPS QUANTITY
CABLE ANCHOR
CABLE TO UPSLOPE
UPSLOPE SUPPORT
CABLE ANCHOR
CABLE TO UPSLOPE
UPSLOPE SUPPORT
CABLE ANCHOR
CABLE TO LATERAL
LATERAL SUPPORT
BOTTOM OF END POSTS
CABLE CONTINUOUS TO
†"Ø TOP SUPPORT
MIN
45̂
(INTERMEDIATE POST SIMILAR)
END POST CONNECTION DETAILS
CABLE GUIDE
POST AND THROUGH
LOOP CABLE AROUND
CABLE GUIDE
POST AND THROUGH
LOOP CABLE AROUND
SUPPORT CABLE
†"Ø TOP
POST FOUNDATION DETAILS
1'-0"
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
ATE
OF C
ALIF
OR
NIA -
DEP
ART
ME
NT
OF TR
ANSP
ORT
ATIO
N
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
1:55:17
PM
7/20/2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => "s100205"
DGN FILE => ...\0000000000ga008.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010
GE
OT
EC
HNIC
AL