P:Lib00 Rockfall Mitigation Construction details2 Cable ... · elevated cable net drapery system...
9
07-09-15 TYPICAL CROSS SECTION C-1 NO SCALE CONSTRUCTION DETAILS CABLE NET DRAPERY SYSTEM ES R/W ETW ES ETW ETW HP VARIABLE TO HP VAR xx' - xxx' XX' - XXX' AS SPECIFIED 10'-0" OR AS SPECIFIED 10'-0" OR XX' XX' XX' XX' XX' XX' XX' OG HP AS SPECIFIED OG 45 ^ M I N OG HP ABBREVIATIONS: C L CABLE ANCHOR POST AND POST FOUNDATION TAG LINE TOP SUPPORT CABLE CABLE ANCHOR TOP SUPPORT CABLE UPSLOPE SUPPORT CABLE POST BASE SUPPORT CABLE UPSLOPE CABLE ANCHOR ELEVATED CABLE NET DRAPERY SYSTEM WITH POSTS CABLE NET CABLE NET DRAPERY SYSTEM WITH TAG LINE CNDS CABLE NET DRAPERY SYSTEM DTWM DOUBLE TWISTED WIRE MESH TOP SUPPORT CABLE LACE CABLE NET TO TOP SUPPORT CABLE LACE CABLE NET TO LACE CABLE NET TO TOP SUPPORT CABLE CABLE NET DRAPERY SYSTEM BOTTOM OF CABLE NET 2'-0" x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVI SI ON STATE OF CALI FORNI A - DEPARTMENT OF TRANSPORTATI ON No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TI ME PLOTTED => DATE PLOTTED => 2:02:12 PM 7/20/2015 CHECKED BY DESI GNED BY CALCULATED- REVI SED BY DATE REVI SED PLANS APPROVAL DATE DATE FUNCTI ONAL SUPERVI SOR 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 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 G E O TE C HN I C A L
Transcript of P:Lib00 Rockfall Mitigation Construction details2 Cable ... · elevated cable net drapery system...
07-09-15
TYPICAL CROSS SECTION
C-1NO SCALE
CONSTRUCTION DETAILS
CABLE NET DRAPERY SYSTEM
ES
R/W
ETW ESETWETW
HPVARIABLE
TO
HP
VA
R xx' - xxx'
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
ABBREVIATIONS:
CL
CABLE ANCHOR
POST AND POST FOUNDATION
TAG LINE
TOP SUPPORT CABLE
CABLE ANCHOR
TOP SUPPORT CABLE
UPSLOPE SUPPORT CABLE
POST BASE SUPPORT CABLE
UPSLOPE CABLE ANCHOR
ELEVATED CABLE NET DRAPERY SYSTEM WITH POSTS
CABLE NET
CABLE NET DRAPERY SYSTEM WITH TAG LINE
CNDS CABLE NET DRAPERY SYSTEM
DTWM DOUBLE TWISTED WIRE MESH
TOP SUPPORT CABLE
LACE CABLE NET TO
TOP SUPPORT CABLE
LACE CABLE NET TO
LACE CABLE NET TO TOP SUPPORT CABLE
CABLE NET DRAPERY SYSTEM
BOTTOM OF CABLE NET 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
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DP
ROFESSIONAL
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OF CALIFORN
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REGISTERED CIVIL ENGINEER
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DATE
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ON
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RVIS
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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
1. CABLE ANCHOR LOCATIONS TO BE STAKED IN THE FIELD BY THE ENGINEER.
3. CABLE ANCHOR MINIMUM ALLOWABLE DESIGN LOAD IS 5 TONS.
= CABLE NET PANEL
CABLE NET DRAPERY SYSTEM
APPROXIMATE LIMITS OF
2. CABLE NET DRAPERY SYSTEM LIMITS TO BE LAID OUT BY THE ENGINEER.
CABLE NET DRAPERY SYSTEM
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
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PL
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2:02:50
PM
7/20/2015
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CA
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UL
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BY
DA
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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
07-09-15
C-2BNO SCALE
CONSTRUCTION DETAILS
TYPICAL LAYOUT
LEGEND
= CABLE ANCHOR LOCATION/NUMBER
NOTES:
#
#
#
#
#
#
#
R/W
R/W
R/W
R/W
#
#
#
#
#
#
#
#
#
#
#
#
##
# #
#
#
#
# ##
#
## #
## # #
#
# TYPE
A CHUTESPANNING
A CHUTESPANNING
A CHUTESPANNING
TOP SUPPORT CABLE
TOP SUPPORT CABLE
= LATERAL CABLE ANCHOR FOR POST
= UPSLOPE CABLE ANCHOR FOR POST
OF DTWM
APPROXIMATE LIMITS
= POST LOCATION/NUMBER
FOUNDATION
POSTCABLE ANCHOR AND POST FOUNDATION LOCATIONS TO BE STAKED IN THE FIELD BY THE ENGINEER.1.
CABLE ANCHOR MINIMUM ALLOWABLE DESIGN LOAD IS 5 TONS.4.
TAG LINES
OF THE MESHLIFTING THE TOP
ELEVATED CABLE NET DRAPERY SYSTEM
ELEVATED CABLE NET DRAPERY SYSTEM LIMITS TO BE LAID OUT BY THE ENGINEER.3.
THE ELEVATED CABLE NET DRAPERY SYSTEM OR TO SPAN A CHUTE OR OBSTACLE.
POSTS MAY BE REQUIRED TO LIFT THE TOP SUPPORT CABLE OF 2. = CABLE NET DRAPERY SYSTEM PANEL
SYSTEMDRAPERY
CABLE NET
SYSTEMDRAPERY
CABLE NET
SYSTEMDRAPERY
CABLE NET
SYSTEMDRAPERY
CABLE NET
SYSTEMDRAPERY
CABLE NET ELEVATED
SYSTEMDRAPERY
CABLE NET ELEVATED
SYSTEMDRAPERY
CABLE NET ELEVATED
SYSTEMDRAPERY
CABLE NET ELEVATED
SYSTEMDRAPERY
CABLE NET ELEVATED
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
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PL
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2:03:31
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7/20/2015
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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
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07-07-15
C-3NO SCALE
CABLE ANCHOR DETAILS
CONSTRUCTION DETAILS
CABLE NET DRAPERY SYSTEM
GALVANIZED STOP SLEEVE
OG
TWO COMPONENT CABLE ANCHOR
GALVANIZED STEEL THIMBLE
OG
6" Min
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
GALVANIZED STOP SLEEVE
GALVANIZED STEEL THIMBLE
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
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D
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PL
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2:04:31
PM
7/20/2015
CH
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BY
CA
LC
UL
AT
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RE
VIS
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BY
DA
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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
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HNIC
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07-09-15
C-4NO SCALE
OG
CONSTRUCTION DETAILS
CABLE NET DRAPERY SYSTEM
WIRE ROPE DETAILSCABLE ANCHOR SUPPORT
AS REQUIRED BY MANUFACTURER
CABLE CLIPS QUANTITY AND SPACING
AS SPECIFIED
1" SHACKLE
STEEL THIMBLE
GALVANIZED
GALVANIZED STOP SLEEVE
GALVANIZED STEEL THIMBLE
OG
CABLE ANCHOR
TAG LINE DETAIL
TOP CONNECTION DETAIL
CABLE NET
CABLE NET
SUPPORT CABLE
ƒ"Ø TOP
CABLE ANCHOR
DIRECTIONS TO TOP SUPPORT CABLE
OPENING IN CABLE MESH IN ALTERNATING
Š"Ø LACING CABLE WOVEN THROUGH EVERY
1" SHACKLE
TOP OF CABLE NETS DO NOT CUT
TO TOP SUPPORT CABLE
IN ALTERNATING DIRECTIONS
OPENING IN CABLE MESH
WOVEN THROUGH EVERY
Š"Ø LACING CABLE
TO TOP SUPPORT CABLE
1" SHACKLE CABLE ANCHOR
TOP SUPPORT CABLE, MAY BE SKEWED
TO SLOPE
LAIN PERPENDICULAR
CABLE NET PANELS
SKEWED TOP SUPPORT CABLE
TOP CONNECTION DETAIL AT
END OF TAG LINE TO SHACKLE
GALVANIZED STEEL THIMBLE AT EACH
LACING CABLE ENDS AND SPLICES.
SPECIFICATIONS. TYP AT ALL
INSTALLED PER THE MANUFACTURES
TO ITSELF WITH CABLE CLIPS
LOOP AND FASTEN LACING CABLE
BEFORE CLOSURE
AFTER CLOSURE
0.90"
1.80"
1.10"
NOMINAL 1" OVERLAP
WIRE DIAMETER 0.120"
RING FASTENER DETAIL
ƒ"Ø CABLE TAG LINE
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
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PL
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D
=>
2:04:59
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 DETAILSCABLE NET DRAPERY SYSTEM
CABLE NET PANELS
CABLE NET PANELS
AND HORIZONTAL PANEL SEAMS
DIRECTIONS AT VERTICAL
MESH IN ALTERNATING
OPENING IN THE CABLE
WOVEN THROUGH EVERY
Š"Ø LACING CABLE
TO THE MIDPOINT AS POSSIBLE
DIAGONAL OPENING, AS CLOSE
EVERY CABLE FORMING EACH
RING FASTENER DTWM TO
TO THE MIDPOINT AS POSSIBLE
SQUARE OPENING, AS CLOSE
EVERY CABLE FORMING EACH
RING FASTENER DTWM TO
CREATING A CABLE NET
PANELS WITH RING FASTENERS
WIRE MESH TO CABLE MESH
FASTEN DOUBLE TWISTED
AND HORIZONTAL PANEL SEAMS
DIRECTIONS AT VERTICAL
MESH IN ALTERNATING
OPENING IN THE CABLE
WOVEN THROUGH EVERY
Š"Ø LACING CABLE
SQUARE CABLE NET CONNECTION DETAILDIAGONAL CABLE NET CONNECTION DETAIL
CREATING A CABLE NET
PANELS WITH RING FASTENERS
WIRE MESH TO CABLE MESH
FASTEN DOUBLE TWISTED
PANELS TYPICAL
NO OVERLAP AT ADJACENT
PANELS TYPICAL
NO OVERLAP AT ADJACENTx
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
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2:05:35
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7/20/2015
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BY
DA
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RE
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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
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EC
HNIC
AL
07-09-15
C-6NO SCALE
CONSTRUCTION DETAILS
ELEVATED CABLE NET DRAPERY SYSTEM
POST
END POSTEND POST
45°45°
NOTES:
PLAN VIEW
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.
DTWM
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
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D
=>
DA
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PL
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D
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2:06:45
PM
7/20/2015
CH
EC
KE
D
BY
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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
POST FOUNDATION DETAILS
ELEVATED CABLE NET DRAPERY SYSTEM
W4X13
6'-0"
TOP OF FOUNDATION
MORTAR
BASE PLATE
1ˆ"Ø HOLE
POST BASE DETAIL
W4X13 POST
‚
TYP
2"BASE PLATE
†X 0'-10" SQ
10"
10"
2" TYP
•
•
ROCK
FOUNDATION IN SOIL FOUNDATION IN ROCK
TYPE 2 - POST FOUNDATIONTYPE 1 - POST FOUNDATION
FILL
SOILS OR COMPACTED
UNDISTURBED NATIVE
MIN 3"Ø HOLE
DRILL AND GROUT
MINOR CONCRETE
LEVELING PAD
MINOR CONCRETE
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
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
=>
2:07:21
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
NO SCALE
CONSTRUCTION DETAILS
(if post are required)POST FOUNDATION DETAILS
ELEVATED CABLE NET DRAPERY SYSTEM
C-8
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
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
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
=>
2:08:08
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
