LOCK PIN (TYP.)
STEEL BARBED-TAPE CONCERTINA(BARBS OMITTED FOR CLARITY)
BOTH TAPE COILS TIEDTO TOP BARBED WIRESAT EVERY SPIRAL TURNON BOTH SIDES OF OUTRIGGER
m-IIl--_----.J,/8" PLAIN PINRIVETED FLUSH (TYP.)
BARBED-TAPE MOUNTING DETAIL
Samples from
www.AutoCADDetails.net
"A" CABLES
~-<--CONCRETE
DEADMAN "A"
CABLE ANCHOR LINE POSTPOST
7'-6"
3/4" CABLEBARRIER (TY.) "B" CABLES
ELEVATION
CABLE ANCHOR/ POST PULL POST
I / BRACE
7'-6"
r LINE POST
oC")
CONCRETEDEADMAN "B"
CABLEANCHOR POST
PULL POST
PLAN
~hc-------,cr DEADMAN
't CONCRETEWELDED BRACE DEADMANRAILS
LINE POS",-,T_~~+-W---4-__---P;~~~~~;;Q:;~~~~~~ W----+~r~_L1NEPOST
CABLEANCHOR POST
NOTE: CABLE "A" & "B" DESIGNATION IS FORCLARIFICATION OF ROUTING OF CABLES.
BRACE PANEL W/DEADMEN DETAIL
Samples from
www.AutoCADDetails.net
e
\ SUPPORT ARM W/3~Y STRANDS OF BARBED~ WIRE IF SPECIFIEDTOP RAIL OR TENSION
WIRE, AS SPECIFIED
10' CENTER OF POST TOCENTER OF POST (MAXIMUM)
GATE POST
GATE GATE "G"LEAF POST FABRIC "A" "B" POST l-
IWIDTH (OD) HEIGHT DIAM DEPTH EMBED. (9
3'T05' 12" 38" 36" DIA. OF w3'T06' 2.875" 6'T09' 14" 42" 40" POST AS I
SPECIFIED u10' TO 12' 16" 46" 44" c:::3'T05' 14" 38" 36" l:D
7' TO 12' 4.000" 6'T09' 16" 42" 40" «LL
10' TO 12' 18" 46" 44"13' 6.625" 8'-0" 16" 42" 40"
"-------------"~ --------'----
FABRIC TYPE "A" "B" "C" POSTHEIGHT POST DIAM DEPTH EMBEDMENT
3'-0" TO 4'-0"LINE 6" 26" 24"
TERMINAL 10" 32" 30"
5'-0"LINE 8" 32" 30"
TERMINAL 10" 32" 30"
6'-0" TO 9'-0"LINE 12" 38" 36"
TERMINAL 12" 38" 36"
10'-0" TO 12'-0"LINE 18" 38" 36"
TERMINAL 18" 38" 36"
13'-0" TO 18'-0"LINE 24" 42" 40"
TERMINAL 24" 42" 40"w
-c..~........=......
~
~ OJ
~
CONCRETE ~
FOOTING -~
"
GRADE
BOTTOM RAIL OR TENSIONWIRE, AS SPECIFIED
LINE AND TERMINAL POSTS
NOTE: TERMINAL POSTS INCLUDE END, CORNER, AND PULLPOSTS
CHAIN LINK FENCE FOUNDATION
Samples from
www.AutoCADDetails.net
Tension Wire
/8" 0.0. Top Rail
Finish Grade
Compacted
Subsoil
Concrete Base
@
Chain
Post Cap
End Rail
I
/15I
I I
I
2" 0.0. Post
10' D.C.
#11 Gauge
Link Fence,
... Stretcher BarI
Bottom
/ /v I~ ~
ULl
I III III III III III -'Iu-WmWmWmWmWmW
2'8".(r millmillmillmillmillml, u
<J u1111111111111111111111111111111111
LlLl
<J<J
1111111111111111111111111111111111
Ll~
1111111111111111111111111111111111
LlLl
<J U<J
=fTWmWmWmWmWmlu
1'
6
3
CHAIN LINK FENCE
Samples from
www.AutoCADDetails.net
CONCRETE BASE
SEE BARBED-TAPE MOUNTING DETAIL
10" MIN. DIA.
LINE POST
GRADE=111=111=111=='
BOnOMRAIL
6 STRANDS OF BARBED-WIRE
LINE POST
J ~CHAIN-LINK FABRIC / §:
i;~~iilill[ (9 GAGE, 2" MESH) ~~BOnOM OF FABRIC
TRUSS ROD(318" MIN. DIA.)
16" MIN. DIA.
CORNER, END, OR PULL POST
10'-0" MAXIMUM 10'-0" MAXIMUM
LINE POSTS TO BE EQUALLY SPACED
CHAIN-LINK SECURITY FENCE DETAIL
Samples from
www.AutoCADDetails.net
P.)
NGS(TYP.)
S CauOS S 0
BARBED-WIRE APRONON EXTENSION ARMS
~~~
,~ 1'-{)"~
:xx" TOP RAIL OR TENSION WIRE ~
~ LINE POST:xxxxx
~0"X 0i :xxvv ~X>;
A CHAIN-LINK FABRIC ~~ TIE WIRE~ ?ItHOGRIN S
BRACE RAIL (9 GAGE, 2" MESH)
~ X b LINE POST ---
POST ----- 3;i 3ETIE WIRES OR U
3;i 3? CLIPS (TYP.) a: XIn
X :> xomoo.~,...~,,\~ . (~'ONW'~3;i:>, vv,~
Nt ,X:xxxxxTRUSS ROD ~
1-.1 (318" MIN. DIA.)OX" :xxxx ~
Illmillmill ."~Ij[jjjjj[millmillmillmill IllTljjjjTfjjjjTf!lL~ IGRADE~ LIfljj[ill*TI." ,
HOGRI",~
MIN.DIA. .""~
CONCRETE BASE ~~ -"
10" MIN. DIA.
."
."'-.-"-~~ ~~~",
~I'---"- "--"'~
10'-0" MAXIMUM 10'-{)" MAXIMUMLINE P T T BE E ALLY PA ED
16"
CORNER, END, OR PULL
CHAIN-LINK SECURITY FENCE DETAIL
Samples from
www.AutoCADDetails.net
CONCRETE DEADMAN
" PIPE GUARD
CABLEANCHOR POST
WELDED BRACERAILS
LINE POSTS
EQUAPLAN
2- 3/4" CABLEBARRIERS
o('I)
LINE POST
WELDED BRACERAIL
~8"PIPE GUARD
CORNER OR END POSTCABLEANCHOR POST
CONCRETE DEADMAN
- 10' MAX. ...ELEVATION
NOTE: PIPE GUARD FOUNDATION AND CONCRETE DEADMANMAY BE PLACED AS ONE CONCRETE FOUNDATION.
CORNER OR END DETAIL WITH DEADMAN
Samples from
www.AutoCADDetails.net
3'x3'x1'-6" CONCRETE DEADMAN
-.
3/4" CABLE BARRIER
U-BOLT
f\' 16" DIA.~
-+--,------~ c.-,'---c_1\_1\_, Co
UNDISTURBED SOIL
Co-'.....--'----LC--L/., -T-~~~~r-"/
4" DIA. CABLEANCHOR POST
SWAGED EYE END
1 1/4" TURNBUCKLEWI JAW END PULL
1 1/4" THREADED ROD(GALVANIZED)
4"x4"x 1/4" ANCHOR PLATES(THREADED OR WELDED)
bI
c.-,
DEADMAN DETAIL
Samples from
www.AutoCADDetails.net
::
::
(
CHAIN LINKFABRIC
z::: GATE :RAME x
( 3 HORIZONTAL STRANDSOF BARBED WIRE
),.:~~"'" ~ ~/ ~ DIRECTION GATE SWING (TYP.)
/ 6 STRANDS OF BARBED
/.. WIRE (TYP.)
BRACE RAIL (TYP.)
GRADE LINE
'-.. LINE POST
TRUSS ROD (TYP.)
BRACE RAIL (TYP.)
HINGES (TYP.)
6 STRANDS OF BARBEDWIRE (TYP.)
LEAF
16" 0 MIN. FOR GATE POSTS 4" O. D. & L
24" 0 FOR GATE POSTS OVER 4" O.D.
3'-10" FOR POSTS 8 518" O. D.3'-4" FOR POSTS 6 518" O. D.
2'-10" MIN. FOR POSTS 4" O. D. & ES
~F-~~==-;I~~~~~~~~~~~~~~ TOP TENSION WIRE ORRAIL AS SPECIFIED (TYP.)
ELEVATION
DOUBLE SWING GATE (TYPE FE? FENCE)
Samples from
www.AutoCADDetails.net
1'-0"
b-'.....
m-III---3/8" PLAIN PINRIVETED FLUSH (TYP.)
LOCK PIN (TYP.)
b-'.....
~8" PLAIN PINRIVETED FLUSH (TYP.)
- BARBED WIRE (TYP.)
LINE POST CORNER POST
EXTENSION ARM DETAILS
Samples from
www.AutoCADDetails.net
1'-0" 1'-0"
LOCK PIN ( P.)
LJIl---- 3/8" PLAINRIVETED FLUSH (TYP.)
LINE POST
LOCK PIN (TYP.)
CORNER POST
BARBED WIRE (TYP.)
EXTENSION ARM DETAILS
Samples from
www.AutoCADDetails.net
LINE POSTS (TYP.)---
WELDED BRACERAILS (TYP.)
SEE DETAIL (TYP.)SEE DETAIL
SWING GATE
GATE DETAIL
Samples from
www.AutoCADDetails.net
GATE FRAME
~ GATE OPENING
SWAGED EYE &FORKED END (TYP.)
/,~, --1/211 U-BOLT THRUGATE FRAME (TYP.)
DETAIL
Samples from
www.AutoCADDetails.net
FENCE POST
#8AWG SOLIDCOPPER WIRE
aI-
~T"""MOLDED EXOTHERMIC WELDOR APPROVED CLAMP-TYPEFITTING OF COPPER
aI
aT"""
3/4" DIA. COPPER-CLADSTEEL GROUND ROD
GROUNDING DETAIL
Samples from
www.AutoCADDetails.net
b,~
bI
N
<J
6" 6" 6"
6'-0"
CONCRETE
~FLOOR
~-------t-NCASEWI CONCRETE(TYPICAL)
GUARDRAIL DETAIL
<J
~" GUARDRAIL(SCH.40)
Samples from
www.AutoCADDetails.net
COMPRESSION SPRINGWITH 500 LB. LOAD 6"CAPACITY
TRUSSROD
--(0
1'-0" ~ 3"
GUIDE WHEEL DETAIL
Samples from
www.AutoCADDetails.net
10"x3" "V"GROOVED WHEEL ",
~'~=======~~/
COMPRESSIONSPRING
~-~/TYP.3/16" /
1/4" x 2 1/2" P/ .
~
\5/8" BOLT
GUIDE WHEEL DETAIL
Samples from
www.AutoCADDetails.net
9-GAGE TIE WIRES(2'-0" O.C. MAX.)
FABRIC
TOP OR BRACE RAIL ATTACHMENT
H-BEAM
TIE WIRE(15" O.C. MAX. ANDWITHIN 4" FROM
TOP AND BOTTOMOF FABRIC)
ROUND POST
TIE WIRE(15" O.C. MAX. ANDWITHIN 4" FROMO'~~sW8)BOTTOM
LINE POST ATTACHMENTS
Samples from
www.AutoCADDetails.net
DIE PRESSED POINTON END OF TUBEUPRESSED STEEL CAPS
TO CENTERLINEOF POST (TYP.)
3/4" SQ., 16 GA. PICKETS @4 34" C. C.21/2" SQ,
11 GA. LINE POST(TYP.) ---....
'"-f--
rd-v-< TYP.
L11/4"
Ill~ill~ill6~
~Ill~ill~ill""
Ill~ill~ill6"
~ ~ ~
6~ "" 6"
~ ~ ~
6~
FINISHED~~ 6"
" ~ ~ -6~ GRADE ~~
I
V SET POSTS 6"
I" "--
~ ~ TOADEPTH1 1/2" SQ., 14 GA. TOP
~" CONCRETE ~~
OF THE FROST ""
'."~BASE I~
IAND BOTTOM RAIL ~" ,4 LINE; 4'-6" A"
" ." ~ ~~ MINIMUM4' " A'
" " " "
8' - 0" MAXIMUM
." --10" MIN. DIA.
LINE POSTS TO BE EQUALLY SPACED
ORNAMENTAL IRON FENCE DETAIL
Samples from
www.AutoCADDetails.net
12'-0"
6'-0"
x4 POSTS; WITH 2x4TTACHMENT
CREEN/HAND RAILUPPORT FOR INFORMATIONGNS)
EW 4" CONCRETE WALK
ONCRETE UNIT PAVERSEX PATTERN)
ERGOLA (CEDAR)
ONCRETE PIERSAKEN TO FROST)
~ Il n Il n Il n Il Il ~I~ PI
1- J l J l JA
A
b SI ~S00
/v SI/
I~,
N ..,
/(ot)1',
~~
~ ~~ (H
~~
~ ~ I I I I I I I" ~ " "d .. C
""~ ~ (T" "
" "~
" " ~ "
1PERGOLA SECTION
Samples from
www.AutoCADDetails.net
ROUND CONC.TOPv
t>
~ q
v' v 8" STEEL PIPE£,
v FILLED W/CONCRETEt>
aI ~ q
~
BITUMINOUS JOINTv v
,£,
FILLER (CONC.8" t> 8" 8" PAVEMENT ONLY)
~ q
=T"""
v' V
6 6,£,
~ q
V t>v'
,£, ,£, FINISHED GRADE~ q
v OR PAVEMENTt> t>v'
,£,
~ q
-a v'v t>
I v'
~,£, ,£,
~
CONCRETEt> t>v'
,£,
FOUNDATION~ q
v'V t>
v',£, ,£,
~ ~ q
PIPE GUARD DETAIL
NOTE: STEEL PIPE SHALL BE GALVANIZED (2.0 OZ. ZINC/SQ. FT.)
& HAVE A MINIMUM WALL THICKNESS OF 0.322 INCHES.
Samples from
www.AutoCADDetails.net
+----7 1/2"----+
31/2"
Precast Cone. Bumper W/2 eachr----3/4" Holes thru Curb @ 18" from
each end.
3" Asphaltic Cone.Base
Compacted Subgrade
5" Granular Base Course
44
/ ~2 #5 Anchor Bars
/ 1 1/2" Asphaltic Cone.,--------
Surface Course
" ,,...• d '."
. ", # •
. ., ,,'" : ..
. ' '.'
.. :'. ' .1,., • <'
2". .
-----j------r· . "," .
6"
PRECAST CONC.PARKING BUMPER
Samples from
www.AutoCADDetails.net
Samples from
www.AutoCADDetails.net
DROP ROD
ASSEMBLY
LATCH
ASSEMBLY
10"
STANDARD HINGE
GATE KEEPER(TO HOLD GATE OPEN)
SAND/GRAVEL ~ ~ 5·j ----- ..~., "-'-f--- -
.........:..... ---1(+-+---,Nil- CD
DROP ROD FOUNDATION
10" DIA. P.C. CONC.
1/2" DIA. DROP RODIr (INDUSTRY STANDARD)
eAV,"SU.',"'~-J~ .
1" ID STEEL PIPE
SWING GATE DETAILS
Samples from
www.AutoCADDetails.net
10'MAX. 10' MAX. 10'MAX.
ALL BARBED-WIRE STRANDS SHALL BE WRAPPEDTWICE AROUND END POST AND STAPLED ATLEAST 4 TIMES
1"X4"WOODSPACER4" DIA. WOOD POST
ROAD SURFACE
SINGLE LOOP PLAIN WIRE I BARBED-WIRE
STAPLE
SINGLE LOOP PLAIN WIRE
CHAIN AND PADLOCK
II_--------------G-A-T-E-O-P-E-N-IN-G------------_II_------E-N-D-P-A-N-E-L-----~ _------P-A-N-EL-BRA-C-E---_
TYPICAL BARBED-WIRE DROP GATE DETAIL
Samples from
www.AutoCADDetails.net
16'-0" MAX.
LINE PANEL
OPTIONAL LINE POST6'-6" STEEL POST
-
Ie
faci
faci
toci
toci
10~ ~~0 0~'
5''"
,LI
toII'ci
toIci
faII I I~
fa
II"~
100; ;(~),
RANCEPANTOEE
IN. 6" MA~.
I
CLEAMIDS3"M
LINE POST-WOOD4" DIA. (TOP) x 7'-0" LONG
9'-0"
END OR CORNER PANEL BRACE
\ //'»//0/'»/'»/'»/>/''»'»/';;//0/
LOOP OF 9-GAGE WIRETWISTED TO TIGHTEN
TERMINAL LINE POST-WOOD6" DIA. (TOP) x 7'-0" LONG
BARBED WIREDA
10'-0"
END OR CORNER PANEL
~ 4"x4" WOOD BRACE
/ END OR CORNER POST-WOOD/ 8" DIA. (TOP) x 7'-6" LONG
DAP
TYPICAL LAYOUT-5 STRAND BARBED-WIRE FENCE
Samples from
www.AutoCADDetails.net
ALL BARBED WIRE STRANDS SHALL BE WRAPPED
( 1-518" MIN. DIA. TUBULAR STEEL/ TWICE AROUND END POST AND STAPLED AT
STANDARD HINGE (TYP.) LEAST 4 TIMES
jfj ~
11/ CHAIN AND PADLO~K:~ ~ : ~ /1:11 ~
~Wci
~ ~ ~ ~~
I~
II
ci
p::;; ~ II. ~ I ~
[I Wi ~ ~ 11.1 / ~ I ~~ ~ V ~·III fo
.~~~
~ ~ROAD SURFACE ~. ~~. /.,>::>;>~/>W/j> c;V/ %<<<%~ ~~
//WJ/iJ!i/);:/>: ;:;:~;:;;: >:w~~Y«.x ~::(
0;
I2'
I I I
-'- -'- -'- I
II~ ---=G.:...:AT.:...:E=--=O=--=P.=:EN.=:IN=--=G=---- II .=:EN.=:D.:...:P.:...:A:..::NE=L=---- ~ ---'-"PA-"'-N..,EL":'B...RA......CE=_____
TYPICAL PANEL GATE DETAIL
Samples from
www.AutoCADDetails.net
GATE POST
GATE FRAME
WIRE ROPE CLAMPS (TYP.)SEE WIRE ROPE CLAMPDETAIL
DETAIL
Samples from
www.AutoCADDetails.net
THE TOP AND BOTIOM WOODCROSS BRACES SHALL BE PLACED 6"FROM THE END OF THE WOODPICKETS. THE MIDDLE BRACE SHALLBE CENTERED WITHIN THE FENCE.
TOP OF CONC, FOUNDATION TOBE A RECTANGULAR SHAPE
WOOD FENCE SECTION
1 x 6 TREATED WOOD PICKET (TYP,)
ATIACH EACH 1 x 6 WOOD PICKETTO THE 2 x 6 CROSS BRACEWITH 3 GALVANIZED NAILS (TYP.)
POST (TYP.)
-------- /- ATIACH EACH 2 x 6 CROSS BRACETO THE 4 x 4 TREATED WOOD POSTWITH 2-3" x 1/4" GALVANIZED LAG BOLTS
WITH WASHERS (TYP.)
- 2 x 6 TREATED WOOD CROSS BRACE (TYP.)
NSTALL 1 x 6 BOARDAT END OF FENCE IF
IDE IS VISIBLES BRACE (TYP,)
ATEDST(TYP.)
1 x 6 TREATED WOOD PICKET (TYP.)
8'-0" POST FACE TO FACE (MAX.)
---r-/ TI' I
4 x4 TRE\
JWOOD PO
\~
1\
\
DE ~IL 1 - 1- ;,. 1/2" SLOPE
~ ',;: I~''::,' "/' ' C, ',r:'1
.c ' ;': :< 'e' e''e ,~ ,
..
,-'1 CONCRETE""'~ INSTALL 1 x 6 BOARDS -t~ ~113....... FOUNDATION VERTICALLY, 2 x 6'S MAY"'::::~- :-'
- ',; .... (TYP.) SLOPE OR BE HORIZONTAL ,'e ~~~ ,,',' 6" GRAVEL BASE TO ACCOUNT FOR GRADE ~
I:~\C:F
fB ~~~~8§~d1fAtt~M8~MAX
ACTED SUBGRADE (TYP.) - -I--4"
ELEVATION
n~ 4 x 4 TREATED WOOD POST (TYP.)i 4 x 4 TREATED WOOD
MECHANICAL UNIT SIDE~ ~I
~ LAWN AND STREET SIDE ~ 2 x 6 TREATED WOOD CRO~
GRA
PLAN VIEW
WOOD FENCE DETAILS
Samples from
www.AutoCADDetails.net
GATE OPENING =10'
LEAF =5'
/ HEAVY DUTY WROUGHT STEEL T-HINGE (TYP )
~,,-----.,,---,,-.,,----.,,--~,,~,,~vL,~,,----~_,,--- ..,r-, ;/IEAVY
DUTY DOOR SECURITY SURFACE SOLT
~ !o:[00 t~
~6TREATED I::·~:'WOOD PICKET (TYP.) ~ .;.~
OUTSIDE VIEW D.~~
~§Ei
5'CD
-
I'- I
6" GRAVEL BASE
INSIDE VIEW
. c . ;. ~ PLACE LOWER END OF BRACE TOWARDS.; THE HINGE, NOT THE LATCH
~I---CONCRETE FOUNDATION, TYP.
• f -~ COMPACTED SUBGRADE, TYP.
~.~
I;rl'l~
1/2"SLOPE~
1/8" TENSION WIRE WITH A 3" "EYE & EYE"
(
" 1~~1~~6lLxL~,B~~~~SMAY SLOPE 2x4 TREATED WOOD STRINGG(R/~ TURNBUCKLE, WIRE ROPE THIMBLES AND CLAMPS.OR BE HORIZONTAL TO7~7/ AND BRACE (TYP.) SECURE EACH END OF WIRE WITH SCREW EYEBOLTS.ACCOUNT FOR GRADE CHANG .SPACE 1 x 6 BOARDS 4 x 4 TREATED WOOD POST (TYP.)
EQUALLY (3/8" MAX.) /, TOENAIL BRACE TO ~ 2 x 6 TREATED WOOD CR( STRINGER / OSS BRACE (TYP.)
II II II IIII 1III I / I II Jjlllill 11--
\L,-,,-------,,---~~~~~~ \ I \ / f \
'1\1\ ,\IM~ II!1/1;<"/ [/[/
I>K ~kIW/ \ 1/ I\~II
1//11 1[/ 1[/ 111'\\\
(
WOOD FENCE GATE DETAILS
Samples from
www.AutoCADDetails.net
GATE OPENING =10'
LEAF = 5'
-
\
\\
/
-
-
/
IIIcc-
o//
/
"
/ HEAVY DUTY WROUGHT STEEL T-HINGE (TYP )
( I HEAVY DUTY DOOR SECURITY SURFACE BOLT
I--T------,~c+---T-o0 U~~~~=~I~I :: = ~ )J .L:' ex> / I" LJ
I"
PLACE LOWER END OF BRACE TOWARDSTHE HINGE, NOT THE LATCH
2x4 TREATED WOOD STRINGERAND BRACE (TYP.)
1/8" TENSION WIRE WITH A 3" "EYE & EYE"TURNBUCKLE, WIRE ROPE THIMBLES AND CLAMPS.
SECURE EACH END OF WIRE WITH SCREW EYEBOLTS.
WOOD FENCE GATE DETAILS
Samples from
www.AutoCADDetails.net
45 Deg. Cut @ Top
of Wood Post
~
6" ~
,X 2x4 Cont( Redwood Rail
'-----I,
, )
:1 (Grape Stakes,-
,
6'-0"
4 X 4 Redwood Posts@:1 ( 8" O.C.
I
X~I-++++ 2x4 ContRedwood Rail6"
:I (-+----------III\\l-----J
WOOD FENCE
Samples from
www.AutoCADDetails.net
4 x 4 TREATED WOOD POST (TYP.)
3/8" DIA. GALVANIZED A307 BOLTS (TYP.)
00
0 0 0 0
\7 0
00
\7
00 0
\70 0
0 \7 TUBULAR STEEL 4" x 4" x 1/4"00 v 0 FENCE POST SLEEVE (TYP.)
\7 0
0 0
0o 0
0 \7 \7 0
WOOD POST DETAILS
Samples from
www.AutoCADDetails.net
FENCE
6'-0" HIGH REDWOODBOARD ON BOARD----
j,-----,,-----,,-----,,-----,,-----,,-----,,-----,,-----,
L::J~~ ~ ~ ~ ~~L::J
PLAN
/-----,4 x 4 REDWOOD/ POSTS (TYP.)
REDWOODICALS (TYP.)
4 RDWD.ILS (TYP.)
OPSOIL
OlD AROUNDW/CONCRETE
RADE
" 1/- - /
- f-- - f-- - f-- - f-- -
~1x6
- f-- - f-- - f-- - f-- - /\VERT
\b 1\I
(0 2xRA
- f-- - f-- - f-- - f-- - f-- - f-- - f--- f-- - f-- - f-- - f-- - f-- - f-- - I--, G
"F==11 111=111=111=111=111=111=111=111 v 11=111=111=111=111=11 =111=111=1!l;=~l11=111=111=1 ~III=III=III=III=III=I~~
<1" " ~" ~
, ~
~ 4"T,,~
~ " 4
" " ~
~
%d
~ "d
~~
""'ILLV" , "I ,4 , ' (ot) " " d" POSTd
" " " "~,
"~
~
~
d ~ ~d
" 4~
, ~ ,
ELEVATIONWooden Fence Detail
Samples from
www.AutoCADDetails.net
WIDTH, ~,
- <-
W.-J=:J0W:r::uUJ
D:::W0-
f- b:i:r::C) B:iw b:i ~:r::
~ ~
"'/IOTH
W.-J=:Jow:r::uUJ
D:::W0-
f-:r::C)
w:r::
Samples from
www.AutoCADDetails.net
1'-0"
1. FENCE POST.2. FI~IISH GRADE.1 (2) #4 REBARS CONTINUOUS.4. CONCRETE MOW STRIP.5. FENCE POST FOOTING.
POST FTG. FTG.FENCE HEIGHT DEPTH DEPTH DIAM.3'-0" TO 6'-0" 24
jj
30" 12ll
6'-1" TO 8'-0" 30" 42" 12"
8'-1" TO 12'-0" 36" 48" 12"
24
2
(3)1~~~<!
I" 1 •
1<! 1
"
3 I I II1 1 II=-1 1
1 1
1
1 I J I 1
u
FE~ICE FOOTI]~~G
02C-1001
Samples from
www.AutoCADDetails.net
3
Ll
<I
l' -0"
•
2
1. 1" EXPANSION JOINT.2. FENCE POST - SEE TABLE.3. CONCRETE SLAB WITH
SYNTHETIC REIINFORCIINGFIBERS.
4. FIINISH GRADE.5. (2) #4 REBARS COXITINUOUS.6. SUBGRADE.7. CONCRETE MOW STRIP
SCORE AT 48" OC8. FENCE FOOTliNG
SEE TABLE BELOW.
POST FTG. FTG.FEINCE HEIGHT DEPTH DEPTH DIAM.3'-0" TO 6'-0" 24" 30" 12)j
6'-1" TO 8'-0" 3D" 42,j 12"
8'-1" TO 12'-0" 36" 48" 12,j
FENCE FOOT[I~~G
02C-1002
Samples from
www.AutoCADDetails.net
x<C::2'
CDI
CD
:z
oI
N
4 12-0 t1. (2) #5 CONTIINUOUS BOIND BEAM.2. #5 REBAR AT 48" O.C.3. SOLID GROUT ALL CELLS BELOW GRADE.4. CONTINUOUS FOOTING WITH (2) #4 REBARS CONTINUOUS.5. SOLID BOTTOM LINTEL BLOCK TURNED UPSIDE DOWN.6. 8 X 8 X 16 CMU - PAIINTED.7. FIXIISH GRADE.8. 5" CONCRETE SLAB ON 4" A.B.C.9. 8 X 8 X 16 SPLITFACE CMU.
02C-1003
Samples from
www.AutoCADDetails.net
1. (2) #5 REBARS COI~TII~UOUS @ BOI~D BEAM.2. #5 REBAR AT 48" O.C.3. SOLID GROUT ALL CELLS BELOW GRADE.4. CONTINUOUS FOOTING WITH (3) #4 REBARS CONTINUOUS.5. SOLID BOTTOM L11~TEL BLOCK TUR~IED UPSIDE DOWI~ - PAI~ITED.
6. 8 X 8 X 16 CMU - PAINTED.7. CONCRETE SLAB ON A.B.C.8. ASPHALTIC CONCRETE PAVEMENT OVER A.B.C.9. WAINSCOT OF 8 X 8 X 16 SPLlTFACE CMU.
02C-1004
Samples from
www.AutoCADDetails.net
2 :3
4
1. 6" CMU SCREEN WALL.2. CMU TO BE SEALED AND
PAINTED ON O~IE SIDE ONLY3. #4 REBAR FULL HEIGHT AND
GROUT SOLID @ 48' O.C.4. EXPAINSION JOINT.5. STUCCO FINISH OP SPLIT FACE CMU
5
WALL02C-1005
Samples from
www.AutoCADDetails.net
POOL FENCE PLAN
ELF CLOSIING HIINGES<1. S X 4 CEDAR2< PROVIDE 1 OL EQUIP-
SLATS AT PO
MENT GATE. 'ELF3. PASSAGE
GL(6~~~--BO~LT
LATCHIN EQUIP-ONLY AT POOL
MENT GATE)A<RE '-rEEL TUBE/ " 'QU ~
4< 1 1T~P ~AND BOTTOM
~~D AT VERTICAL AT, 0" 0 C MAX<10 - <
5< FIXIISHEDONGCR:ffE FOOTING<1'1" r/J C6< L/'J" SQUAPE STEEL7< ~ltKETS AT 4 3/8" O<C<
4 3/8"
t2'-0"
r
POOL SIDE
3'-0"
u
isuof---
POOL FENCE ELEVATIOIN
100602CFE~~CE
TUBEL POOLSTEEo "3/8" = 1'~O
Samples from
www.AutoCADDetails.net
SELF CLOSING H~NEGDE;R
; PROVIDE 1 X 6L EQUIP-L SLATS AT PO
MENT GATE. SELF3. PASSAGNEGL(6~~~--BOLT
LATCHI EQUIP-O~ILY AT POOL
MENT GATE)A'RE ~TEEL TUBEI')" ~QU .:J4. 1 1TOP .:JAN 0 BOTTOM
~~D AT VERTICAL AT10'-0" O.C. MAX.
5. FI~IISHECDONGCR~~iE FOOTING.12" 06. In" ~QUARE STEEL71L.:J 1"0c.. PICKETS AT 4 3 8 .
4 3/8"
POOL FENCE PLAN
D
3'-0" 2'-0"
tt-rDD
~---l«3=
u:z0u0
POOL SIDE
f-
:z=:>
POOL FENCE ELEVATION
TIUBE POOLSTEEL FENICE
02C 1006
Samples from
www.AutoCADDetails.net
3
4
2
FE~~CE
1. SCREW ATTACH GALVANIZEDHAT CHANNEL TO LEDGER.
2. 1 1/2" GALVAINIZED HAT CHANNELSSRACED FOR 50% SCREEN
3. 3 X 6 LEDGER WITH 1/2" AINCHORBOLTS AT 48" O. MAXIMUM-SET EXIDS IXITO GROUTED CELL.
4. 8" C.M.U ENCLOSURE - SEESITE RLAIN FOR HEIGHT ANDLOCATION.
02C-1007
Samples from
www.AutoCADDetails.net
3
4
2
FENICE
SCREW ATTACH GALVA~IIZED
HAT CHANNEL TO LEDGER.2. 1 1/2" GALVA~IIZED HAT CHA~INELS
SPACED FOP 50% SCREEN3. 3 X 6 LEDGER WITH 1/2" ANCHOR
BOLTS AT 48" OC, MAXIMUM SET ENDS I~ITO GROUTED CELL.
4. 8" C.M.U. ENCLOSURE - SEESITE PLAIN FOR HEIGHT AINDLOCATION
02C-1007
Samples from
www.AutoCADDetails.net
2
3
//(4~-'T
3" MIN.
<J cod <J.1
.1
<J .1d<J.1
-'T
.1<J
.1<J
.1d <J
<J
.1 d <J
<J .1.1<J .1
<J
5 <J
~<J
<J.1
1 EDGE OF CONCRETE WALK.2. STEEL PIPE RAIUNG POST.3. WELD, GRIND SMOOTH4. STAI~ILESS STEEL SECTION WITH
SAME WALL THICKNESS AS PIPERAIUNG POST.
5. ANCHOR COMPOUND.
NOTE: STAINLESS STEEL POST BASE SHALLBE USED O~ILY ON EXTERIOR RAIUNGS.
POST BASE
02C-1008
Samples from
www.AutoCADDetails.net
2
3
/J4~-'T
3" MII~. ~ /t'
<1
/co
Ll
" "<1
Ll<1"
~
"<1
"<1 " "Ll <1
<1
" Ll<1
<1 " "<1 "<1
5 <1
~<1
<1
"
1. EDGE OF CO~CRETE WALK.2. STEEL PIPE PAIUNG POST.3. WELD, GRIND SMOOTH4. STAINLESS STEEL SECTIOI~ WITH
SAME WALL THICKNESS AS PIPERAIUI~G POST.
5. ANCHOR COMPOUND.
NOTE: STAINLESS STEEL POST BASE SHALLBE USED ONLY Ol~ EXTERIOR RAILINGS.
POST BASE
02C-1008
Samples from
www.AutoCADDetails.net
5
TOOLED EDGE.') CONCRETE SLAB ON A.B.C.L. CRETE CURB WITH3. C(i)N#4 REBARS CO~ITINUOUS.
" DIA CONCRETE4. LINE OF 12 FEINCE POST (WHEREFOOTliNG @
OCCURS).5 SUB GRADE.. ORNAME~ITAL IRON FENCE.
~. RADIUS EDGE.. FENCE REQUIRED IF
8. DIMENSION "A" EQUALS 0"OR IS GREA iER THAN 3 .
Samples from
www.AutoCADDetails.net
D 2
1 3/4" TOOLED EDGE,2. CONCRETE SLAB
ON A.B.C.3. COINCRETE CURB REIINFORCEMENT
WITH (2) #4 REBARSCONTINUOUS.
4. LINE OF 12" DIA.COIN CRETE FOOTliNG @FEINCE POST WHEREOCCURS.
5. FINISH GRADE,6. ORINA~IEINTAL IROIN
FEINCE,
II
I
I
~=r,__,==r_,___r=-,--,--rl I
11111111111111111>'II-Ill-I
o1
• I " I ~ "
10 0 b Ooo 0 0° r'Ln 0 0 8 0 0I oo~ 00° 00°0
: I I I'll' II 1"1111
1 I IIvi 111--+111==11 1
-
°1 --11 11--11'
I I
I I
I I-'k--------~-------;cA-c-1I-I i (4)
l) II I ~~IL~ IL J
o1
N
6"
CURB @ SA~~ 0
02C~3002
Samples from
www.AutoCADDetails.net
1. TOP HINGE.2. GATE JAMB POST 9. SPLIT-FACE CMU OFFSET BACK OF BLOCK
3. BOTTOM HINGE. BEYOND BACK OF STANDARD CMU BLOCK.
4. CANE BOLT 10. CURB.
S. STRIKE 11. ELEVATION OF BAND AT ENCLOSURE WALL.
6. SQUARE X 4'-3" DEEP CONCPETE FOOTING 12. r SQUAPE X GA. STEEL TUBE PICKETS @ 4" D.C. - CAP WITH
7. SOLID BOTTOM LINTEL BLOCK TURNED UPSIDE DOWN. 22 GA. CAP @ TOP. WELD PICKETS TO TOP AND BOTTOM RAIL.
8. BX8X16 STANDAPO eMU.
18'-0"
I21'-4"
t 112
TYP.2
~'ro ~~ I I I I I
I
~ I I I I I'N
I I I I I I
I I I I I
I I I I I I
~9
I I I I I
D
~
I I I I I I/
I I I I I
/
~ I~ I
: II~ cI ~ I I
I I I I 10 I I I II I N I II I I I I IU-LJ~~ LU~
0 TRASH ENCLOSURE FENCE n
SCALE: 3/8" = 1 '-0" 02C- 3003
Samples from
www.AutoCADDetails.net
1. CANE BOLT.2. CONCRETE FOOTING
16" SO. X 4'-3"DEER.
3. TOR HINGE.4. BOTTOM HINGE.5. GATE STRIKE6. 8 X 8 X 16 RAINTED
SRLlT FACE G.M.U.RROJECT BACK OFBLOCK 1/4" BEYONDBACK OF STANDARDC.M.U. BLOCKS.
7. 8 X 8 X 16 RAINTEDSTANDARD G.M.U.
8. RAINTED SRLlT FACEMASONRY CAR.
9. JAMB.
~21'-4"
I......
1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1
7 1 1 1 1 1 1 1 1 1 1 1 1
-I 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1
I I I I I I I I I I1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1
1- 1 1 1 1 1 1 1 1 1 1 1
~1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1
L __ --------- --~
24'-0"2'-8" 18'-8" 2'-8"
CD -'l0
'co
1 19
1 ~
1 1 1 1
I,/
I
"T 1 1 1 17
I 1 1----',...1 1 1 1
'01 1I
'N'0
1 1 1 1IV
~
1 f"c v 1
1 1 ~ 1\ /'1 1
1 \ 1
1 1 f" 1 1
~"T1
1 ..-I V'cc)
1 1 1 1r,; 1\1 1
m1 1 1 1
. ~ 111""(4) \) I I
1 II~'(;)~+=±-UJ LU
0 EQUIIPMIENT ENCLOSURESCALE: 1/4" := 1'~O" 02C-3004
Samples from
www.AutoCADDetails.net
2
3
54
1. EXPOSED FACE OF WALL SPLITFACE BLOCK.
2. CONCRETE FOOTING - SEE STRUCTURAL.3. TYPICAL GUARD RAIL.4. FIINISH GRADE.5. SLOPE TOP OF WALL WHERE APPLICABLE
SAW CUT BLOCK AS REQUIRED
4
RAIIL @ WALL02C-3005
Samples from
www.AutoCADDetails.net
4
8
~u
Ul :::::JW IJ:::"C2f«Ul
>WWUl
1~~2
4
1. RETAINING WALL.2. CONCRETE FOOTING - SEE STRUCTURAL.3. GUARD RAIL.4. FI~IISH GRADE.5. WATERPPOOFING.6. SLOPE TOP OF WALL WHERE APPUCABLE.
SAW CUT BLOCK AS REQUIRED7. EXPOSED FACE OF WALL - SPUT
FACE BLOCK.
RAIIL @ WALL02[-3006
Samples from
www.AutoCADDetails.net
3
8 6
o(fJ
(fJ zW«[-2---l«eL>w
w(fJ
oI
CD
4
7
2
1 RETAI~IING WALL - SEE STRUCTURAL.2. CONCRETE FOOTING - SEE STRUCTURAL.3. GUARD RAIL.4. FINISH GRADE.5. WATERPROOFII~G.
6. SOLID CAP BLOCK.7. WEEP HOLE.8. SLOPE TOP OF WALL WHERE APPLICABLE
SAW CUT BLOCK AS PEQUIRED
RETAIINIING WALL
O~II_T_HI_O_F_FS_E_T_F_O_O_T_II~_IG__
SCALE: 1/2" = 1'~O" 02C-3007
Samples from
www.AutoCADDetails.net
.om
~,--- -I------;;f .om~
~ J 1/ F-0 r:::~
~- v r::: 10
:::::::::::: v r::: vv
:::::::::::: vv vv
~ ~ v ~ v~~ r::: r::: 'r vr:::
~
~II
r:::r::: JD r::::::::: v
:::::: /s v4
rT '-- n "I '-- ~
--rC:r' U 18 ~~ ~ ~L_~
1. CANE 8DLT- SEE DETAIL 18/AI23. 3. TOP HINGE - SEE DETAIL 13/Al11.
o ~;~~, 3~~~~'~O"2. CONe. FOOTING- 18" r(J OR 4 BOTTOM HINGE - SEE
16" SQ. AT BLDG. X 4'-3" DEEP 5 GATE STRIKE - SEE DETAIL
02C-3008
Samples from
www.AutoCADDetails.net
10' -0" MAX< OR EO< SPACES BETWEEN END
c---c----c--c----c--c----c--c----c--c---c---c----c--c----c--c---;c--c----c--c----
I I I I
I I I
(4)!J :: I: :
I I I I
I I I I~
L __ ~
/
1 4" X 4" X 14 GA STEEL TUBE POST WITH14 GA END CAP AT 10"-0" O<C<
2< 2" X 2" 16 GA STEEL TUBE, TOP &BOTTOM RAIL<
3. PICKETS- 1" SO X 16 GA STEEL TUBEAT 6" O<C< CAP WITH 22 GACAP AT TOP, WELD TO TOP &BOTTOM RAL
4< 12" DIA< CONCPETE FOOTING<
(i(
FE~~CE
02C-3009
Samples from
www.AutoCADDetails.net
1. TOP HINGE.2. GATE JAMB POST.3. BOTTOM HINGE.4. CANE BOLT.5. GATE STRIKE.6. 1 2" DEEP CONCRETE FOOTING.
7. 3 GA. STEEL TUBE POST WITH13 GA. END CAP.
8. 1" SQUARE X 16 GA. STEEL TUBEPICKETS @ 6" O.C. - CAP WITH 22 GA.CAP @ TOP. WELD PICKETS TOTOP AXID BOTTOM RAIL.
9. CONCRETE CURB.
EQ
(~,YIIII6 I I I ILU~
12' CLREQ v
7
::~1 jR: 1 2
f-I' ~~f- f- -
f- f-I
f- -
DD
== =
~f- f- f- -
-f- f- f- -
~ \9)I II~ (5)I I
~L:~IL_
II H 3 4 I I
FE~~CE
02C-3010
Samples from
www.AutoCADDetails.net
10'-0"
oI
CD
MAX, SPAN
0 6" 6"</ » « > 2
G)- -r- r- r- - -(J\ :::::, c ::::J
II 1 -I IT-I I- - - ~ - ---=-1 I l-=r I~L-,
30'-0"
III II U I
~~~STALLATI]O~~
02C~30 I1II
1I
-
-
-
-
-
-
-
-
p c
f------
f\--f------
f------
f------
f------
f------
f------
1, 1" SO, TUBE STEELAT 6" O,C,
2, 3" SO TUBE STEEL POST.3, FINISH GRADE.4, COINCRETE MOW STRIP,5, 12" DIA, CONCRETE FOOTING,6, 1-1/2" X 1-1/2" TUBE STEEL
CONTINUOUS TOP AND BOTTOM,7. 1'-4" SO, SINGLE SCOPE CMU
COLUMIN, RAKE ALL MORTAR JOINTS,8, PRE -CAST CONCRETE PYRAMIDAL
COLUMIN CAP,
Samples from
www.AutoCADDetails.net
(3\ (5~6
",~-~(7)24
" ",4 <1 " "" " "q'"4 "
4
"4
"4
~S),,4 4 "4 4 4
" .'/<il4 4
1/414 1 1/2''1 1/2"
1 3" X 2" X 3/16" STEEL TUBE.2< HINGE PIN - 1" DIAMETER X 2" LONG STEEL BAR<3< HINGE- 3/4" X 3" X 4 1/2" STEEL PLATE
WITH 1 1/16" DIAMETER HOLE.4. PICKETS- 1" SQ X 16 GA. STEEL TUBES @
6" o<c.5. 6" X 6" X 1/4" STEEL TUBE- FILL W/ CONC.
USE 4" X 4' X 1/4" STEEL TUBE - FILL W/ CONC<AT GATES 5'-0" AND LESS IN WIDTH<
6. SMOOTH FACE @ JAMB BLOCK.7. spur FACE BLOCK WHEPE APPUCABLE.8. GATE.
JAMB= 1'~O"
@ eMU WALL02C-3012
Samples from
www.AutoCADDetails.net
o
5
"d
4 <1
dq'
"4 d
d"4
4 " 44 <1
d
<il
<1 4
d
3
1 1 1 1/2"
4
2
1 3" X 2" 3/16" STEEL TUBE.2. PICKETS- 1" SO. X 16 GA. STEEL TUBES @
6" O.3. 6" X X 1/4" STEEL TUBE- FILL W/ CONC.* USE 4" X 4" X 1/4" STEEL TUBE - FILL w/ CONC.
AT GATES 5'-0" AND LESS liN WIDTH.4. GATE.5. FEN CE.
JAMB= 1'~O" 02C-3013
Samples from
www.AutoCADDetails.net
6
3 ,/~5) 7
<I
LlLl
<I Ll
<ILl <I
0Ll Ll<J" Ll
<I<I
Ll<I Ll
Ll Ll
1 1/t' 1 1/2"~-T--r
1. 3" X t' X 3/16" STEEL TUB[2. HINGE PIN- 1" DIAMETEP X t' LONG STEEL BAR.3. HINGE- 3/4" X 3" X 4 l/t' STEEL PLATE
WITH 1 1/16" DIAMETER HOL[4. PICKETS- 1" SO. X 16 GA. STEEL TUBES @
6" OC5. 6" X 6" X 1/4" STEEL TUBE- FILL W/ CONC.
USE 4" X 4" X 1/4" STEEL TUBE - FILL W/ CONC.AT GATES 5'-0" AIND LESS IN WIDTH
6. GAT[7. FENC[
HI]~~GE= 1'~O" 02C-3014
Samples from
www.AutoCADDetails.net
5 4 3 7
I
2
/
1 1/2" 1 1/2"
1. 3" X 2" X 3/16" STEEL TUBE2. PICKETS- 1" SO X 16 GA. STEEL TUBES @
6" O.C.3. HINGE 3/4" X 3" X 4 1/2" STEEL PLATE W/ 1 1/16" r/J HOLE4. HINGE PIN- 1" r/J X 2" LONG STEEL BAP5. 1 1/2" RADIUS CORXIER6. 1/4" X 2" X 2 1/2" STEEL PLATE W/ 1 1/16" r/J HOLE
WELD TO STEEL TUBE & HINGE PIN7. FACE OF GATE SUPPOPT
HI]~~GE= 1'~O" 02C-3015
Samples from
www.AutoCADDetails.net
2
5
6
/
L 3" X 2" X 3/16" STEEL TUBE.2. PICKETS- 1" SQ X 16 GA. STEEL TUBES @
6" O.C. PROVIDE A 22 GA. CAP ATTOPS OF TUBES.
3. HINGE 3/4" X 3" X 4-1/2" STEEL PLATE W/ 1 1/16" 0 HOLE.4. HINGE PIIN- 1" 0 X 2" LONG STEEL BAP.5. 1-1/2" RADIUS CORNER.6. 1/4" X 2" X 2-1/2" STEEL PLATE W/ 1-1/16" 0 HOLE
WELD TO STEEL TUBE & HINGE PIN.7. FACE OF GATE SUPPORT.
TOP= 1'~O"
H]I]~~GE
02C-3016
Samples from
www.AutoCADDetails.net
1. 3" X 2" X 3/1 6" STEEL TU BE.2. PICKETS- 1" SO X 16 GA. STEEL TUBES @
6" OC PROVIDE A 22 GA. CAP ATTOPS OF TUBES.
3. HINGE 3/4" X 3" X 4 1/2" STEEL PLATE W/ 1 1/16" 0 HOLE.4. HIINGE PIIN- 1" 0 X 2" LONG STEEL BAR.5. 1 1/2" RADIUS CORNER.6. 1/4" X 2" X 2 1/2" STEEL PLATE W/ 1 1/16" 0 HOLE
WELD TO STEEL TUBE & HINGE PIN.7. 1 1/2" STANDARD STEEL PIPE; CUT TO LENGTH.8. FACE OF COLUMN SUPPORT.9. 1/2" X 2 1/2" X 2 1/2" STEEL PLATE. ~10. CONC. FOOTING 12" X 12" X 12" DEEP. I I I
~ 5/16"
~3I
I
I
I
I
I
I
I
~I
I
I
I
I
I
I
I
I
5
7
BOTTOM= 1'~O"
HIIINGE02[-3017
Samples from
www.AutoCADDetails.net
1 3" X 2" X 3/16" STEEL TUBE.2, PICKETS- 1" SQ X 16 GA, STEEL TUBES @
6" O,C,3, HINGE 3/4" X 3" X 4 1/2" STEEL PLATE W/ 1 1/16" 0 HOLE.4, HINGE PIN- 1" 0 X 2" LONG STEEL BAR,5, 1 1/2" RADIUS CORINER,6, 1/4" X 2" X 2 1/2" STEEL PLATE W/ 1 1/16" 0 HOLE
WELD TO STEEL TUBE & HINGE PIN,r 1 1/2" STAXIDAPD STEEL PIPE; CUT TO LEINGTH8, FACE OF COLUMN SUPPORT,9, 1/2" X 2 1/2" X 2 1 STEEL PLATE. 1 1/2" 1 1/2"10, COINC, FOOTING 1 2" DEEP,
5/16"
~3
02[-3018
'(7)HIIINGEBOTTOM
= 1'~O"
/
Samples from
www.AutoCADDetails.net
:z
of---
oI
-cn
3" X ~" X 3/16" STEE~, TUBE. /~" LONG STEEL ANGLE1 L /" 1/4 x 1 1 L RC'2. 1 1/2" x" 1 1 2 x FOR PADLOCK RADIUS CORNE ~.W/ 9/16 rfJ HOLE1 RADIUS CORNERS.
STRIIKE1/2" ~ l' 0" 02C 3019
Samples from
www.AutoCADDetails.net
1. 2" 0 STD. STEEL PIPE SLEEVE SETIN CONC. ONE IN OPEN & ONE INCLOSED POSITION.
2. PICKETS- 1" SO. X 16 GA. STEELTUBES @ 6" O.G.
3. 3" X 2" X 3/16" STEEL TUBE4. 2" 0 STANDARD STEEL PIPE.5. 1/4" X 1-1/2" 0 STEEL PLATE.6. 1-1/2" x 1-1/2" x 1/4" x 1-1/2"
LONG STEEL ANGLE W/ 9/16" 0 HOLEFOR PADLOCK, PADIUS CORNERS.
7. CANE BOLT IN CLOSED POSITION.S. CANE BOLT IN OPEN POSITION.9. 1" X 1" X 1/4" STEEL STOP, WELD
TO STEEL TUBE.10. 1" X 1" X 1/4" STEEL STOP, WELD
TO CANE BOLT.
CDI~ ?\
~ ~
W~ I~/ \~~
~ ~ I--- kDI f--~
~ ----GJf-- I I I I'n
CD- f ---------f---@
I~
---~J rIT--~
9~'0
~ ~~ @---I~
DL V /II~
~~ ~- ~~
~I---
I I I I'N
~ \/"--,-q- I--- I---
f-- ~
It~~'q-
~ f-.-
--- I I I I
II II I I'en
II II~IL JI I I
~
L~ L~
BOLT
02C-3020
Samples from
www.AutoCADDetails.net
oI
CD
-~
~-----------il-hl
oI
en
:3
2
t 4" X 4" X 13 GA STEEL TUBE POST WITH13 GA EI~D CAP AT 10'-0" O.C. MAX.
2. 2" X 2" 16 GA STEEL TUBE, TOP &BOTTOM RAIL.
3. PICKETS- 1" SQ. X 16 GA STEEL TUBEAT 6" O.C. CAP WITH 22 GACAP AT TOP. WELD PICKETS TOTOP AND BOTTOM RAIL.
4. 12" DIA. CONCRETE FOOTING.
2
-~~ IU
-~
~I
I I~n--"'l.- L __ ~
nI
n
SECTI]O~I
02C-3021
Samples from
www.AutoCADDetails.net
8 r SQ TUBE STEEL PICKETS AT 6" O.C.('.j
\..::'MAXIMUM.
CD 2. FINISH GPADE.3. 12" WIDE X 4" DEEP CONCPETE MOW
STRIP.7 4. 12" DIA. X 3'-0" DEEP FOOTING (10'-0"
MAXIMUM SPACIING.5. 1 RADIUS TOOLED EDGE.
CJ 6. 1-1/2" X 1-1/2" TUBE STEEL TOPI
CD AND BOTTOM7. 3" SQ TUBE STEEL POST AT 10'-0" O.C.
MAXIMUM.8. STEEL POST CAP SLOPE ALL FOUR SIDES.
6
5-.q- 2
I I I I
~~'----------+l-_ ~ ~_J
SECTI]O~I
02C-3022
Samples from
www.AutoCADDetails.net
1 6" HIGH VERTICAL CONC. CURB.2. CONC. FOOTING- 18" 0 OR
16" SO AT BLDG. X 4'-3" DEEP.3. TOP HIINGE.4. BOTTOM HIINGE.
I~
;===UI~
// ~/
/ // /
// /
/
=
~.1 ~
J IIII'
I"
~2 I"4 I
f-+ I
CD
l
CURB02C-3023
Samples from
www.AutoCADDetails.net
" 3" SQ STEEL TUBE POST AT10'-0" O"C MAX, WITH STEELPOST CAP.
2. 1-1/2" X 1-1/2" STEEL TU BE,TOP AI\ID BOTTOM RAIL,
3. PICKETS- 1" SQ X 16 GA STEELTUBE AT 6" O.C.
4. 12" 0 X 3'-3" DEEP CONC.FOOTING.
10'-0"10'-0"<C // "":> " ~.1
"/
l ~ ;::= '--orI'
'"~
v~v~
0=I =
CD
"1
~
~-'T /
~I fillv,
CHIA~IGE
02C-3024
Samples from
www.AutoCADDetails.net
2
2
1. 3" SO. STEEL TUBE POST AT 10'-0" O.C.WITH STEEL POST CAP.
2. 1-1/2" X 1-1/2" STEEL TUBE, TOP ANDBOTTOM RAIL.
3. PICKETS- 1" SO X 16 GA STEEL TUBEAT 6" OC
4. 12" r/J X 3'-3" DEEP CONC. FOOTING5. CONCRETE SLAB WHERE ARRUCABLE
3o
I
CD
I
I I I I 5
: ;~; ://(4)°i~----'----L__ J
@ SLAB
02C-3025
Samples from
www.AutoCADDetails.net
1. TOP HINGE.2. GATE JAMB POST.3. BOTTOM HINGE.4. CANE BOLT.5. GA TE STRIKE.6. '2"XI2"XI2" DEEP CONCRETE FOOTING.I. BXBX16 STANDARD CMU.B. BXBX16 SPLIT-FACE CMU.9. CONCRETE CURB.10. 1" SOUARE X 16 GA. STEEL TUBE
PICKETS @ 4" D.C. - CAP WlIH 22 GA@ TOP. I'i1':LD PICKETS TOTOP AND BOTTOM RAIL.
11. 4"X4"X13 GA. STEEL TUBE POST \11TH13 GA END CAP.
~12' ClR.
.~ 9J3 I I I 1/ '0
I I I Ic
I I I I·N
I I ·0
I I 1 I "'-I
1( 8 ~ I ""I
I I T I '"I I ,---------;-'
I I I I co
'" "- "",-!~ 0'--'8 (3(l- I ~_ l?J ~I III 3 ~III r= - ===== 9
L1LJ 66 ~ , ~11
n
(12)
/ EO EO. EO.
V 1 1
~
L---®
I I I I I I I I
~ ~ ~ I UI ~~
n
rEO
rEO.
tEO
;v-®EO , EO1
11
~
I I I I I I I I I I
~ ~ ~ ~ ~
0 EQUIP. ENCLOSURE GATESCALE: 1/4" = 1'-0" 02C-3026
Samples from
www.AutoCADDetails.net
10
CUSTOM MOUI~TING
3
9
2
1. STRUCTURAL METAL INSERT.2. 2" TUBING.3. 7/16" HOLES.4. QUICK SETTING NON-SHRINK GROUT.5. CORED HOLE - 3" MINIMUM OUTSIDE
DIAMETER, 4" MI~IIMUM DEPTH6. CONCRETE.7. DECORATIVE 4" X 4" COVER PLATE.8. 3 1 X 3 1/2" FLANGE.9. 1" SPACER.1O. DECORATIVE CAPS.11. FASCI A BRACKET.12. 1" MII~IMUM DERTH
3
7
8
3
4
2
12
FLAI~GE MOUI~TII~G FASCIA MOUNTII~G
GATE POSTDETAIILS
5CORE MOU~ITII~G
02C-3027
Samples from
www.AutoCADDetails.net
CUSTOM MOUINTING
31. STRUCTURAL METAL INSERT.2. 2" TUBING.3. 7/16" HOLES.4. QUICK SETTING NON-SHRINK GROUT.5. CORED HOLE - 3" MINIMUM OUTSIDE
DIAMETER, 4" MINIMUM DEPTH.6. CONCPETE.7. DECORATIVE 4" X 4" COVER PLATE.8. 3 1/2" X 3 1/2" FLANGE.9. r SPACER.10. DECORAnVE CAPS.11. FASCIA BRACKET.12. r MINIMUM DEPTH.
3
7
8
3
4
2
12
FLANGE MOUNTING FASCIA MOUNTING5
CORE MOUNTING
GATE POSTDETAIILS
02C-3027
Samples from
www.AutoCADDetails.net
3
1, PROVIDE 1/2" 0 EYEHOOKS AT DRIVEWAY &FIRE LA~IE,
2, CONCRETE SLAB ONA,BC,
3. 6" 0 SCHEDULE 40STEEL PIPE, PAIINTED &FILLED WITH CONCRETE,
4, 15" 0 CONCRETE FOOTliNG,5, 1/2" EXPANSION JOI~IT.
6, 1/2" 0 X 4" STUDS,
PIPE BOLLARD02C~500 ~Il
Samples from
www.AutoCADDetails.net
1 1
1 d 1
0
1
" 1I~V
I: 1 2
0I
n3
1 6" 0 STEEL PIPEPAINTED & FILLED WITHCOIN CRETE.
2. 1/2" EXPANSION JOINT.3. ASPHALTIC CONCRETE PAVEMENT.4. 18" 0 CONCRETE FOOTING.S. 1/2" 0 X 4" STUDS.
BOLLARD liN ASPHIALT02C~5002
Samples from
www.AutoCADDetails.net
1 1
1 d 1
0
1
" 1I~V
I: 1 2
0I
n
1 6" 0 STEEL PIPEPAINTED & FILLED WITHCOIN CRETE.
2. 1/2" EXPANSION JOINT.3. COIN CRETE SLAB OIN A.B.C.4. 18" 0 CONCRETE FOOTING.S. 1/2" 0 X 4" STUDS.
BOLLARD liN CO~~C®
02C~5003
Samples from
www.AutoCADDetails.net
RIGID STEEL CONDUIT, SIZE PER PLAINS
#10 BARE COPPER GROUI\ID WIRE
FINISHED GRADE
1/2" X 8'-0" COPPERGROUIND ROD WITH
CALDWELD CONNECTION
12" ROUND BASE, VERIFYWITH MANUFACTURER
REINFORCIING: PROVIDE AMINIMUM OF (4) #4'S EACH WAY
l
"------- 24" ANCHOR BOUS, BOUSIZE AND CIRCLE PERPOLE MANUFACTURER
FILL WITH SUITABLESOIL AND COMPACT TO 95%
BASE DETA~L
02C~5004
Samples from
www.AutoCADDetails.net
34'-0"
2
3
oI
CD
1. 6'-0" HIGH C.I\1.U WALL WITHSTUCCO FI~IISH
2. 6" THICK CLASS 'A' CONCRETE RAD.3. 6" EXTRUDED CONCRETE CURB.4. 4" 0 COINCRETE FILLED STEEL
POST, 5'-0" HIGH, SET IN 8"CYLINDER OF CLASS CONCRETE,2'-0" DEEP.
5. 6 CUBIC YARD DU~IPSTER.
E~~CLOSIURE
02C-5005
Samples from
www.AutoCADDetails.net
34'-0"
2
3
ClI
CD
1. 6'-0" HIGH C.M,U, WALL WITHSTUCCO FII\IISH,
2. 6" THICK CLASS CONCRETE PAD.3. 6" EXTRUDED CONCRETE CURB.4. 4" 0 CONCRETE FILLED STEEL
POST, 5'-0" HIGH, SET liN 8"CYLINDER OF CLASS 'c' CONCRETE,2'-0" DEEP,
5, 6 CUBIC YARD DUMPSTER,
ENICLOSURE
02C-5005
Samples from
www.AutoCADDetails.net
2
CDI
n
1. 4" 0 CONCRETE FILLED STEEL
ClPOST, 5'-0" HIGH, SET IN 16" 0
I CYLl~IDER OF CLASS 'c'Cl CD
CONCPETE, 24" DEEP.I 3en 5 2 8" CM.U. ENCLOSURE, 6'-0"HIGH, STUCCO FINISH TO MATCHADJACENT STRUCTUPES.
3. FIINISH GRADE.4. FOOTING.5. 4" CONCRETE SLAB ON GRADE.
(4)< 7-03'-2"
TRASH] E~~CLOSUREo ~~':~1,~,~IIARD02C-5006
Samples from
www.AutoCADDetails.net
CJI
en 5
(4(~ 7-0
3'-2"
CJI
co
2
3
1, 4" 0 CONCRETE FILLED STEELPOST, 5'-0" HIGH, SET liN 16" 0CYLINDER OF CLASSCONCRETE, 24" DEEP,
2 8" C,M,U ENCLOSURE, 6'-0"HIGH, STUCCO FINISH TO MATCHADJACENT STRUCTURES,
3, FIINISH GRADE.4, FOOTING,5, 4" CONCRETE SLAB OIN GRADE.
TRASH] ENCLOSIUREo ~;,:; 1,_~,~LLI\RD02C-5006
Samples from
www.AutoCADDetails.net