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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

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CONCRETEDEADMAN "B"

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PLAN

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LINE POS",-,T_~~+-W---4-__---P;~~~~~;;Q:;~~~~~~ W----+~r~_L1NEPOST

CABLEANCHOR POST

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BRACE PANEL W/DEADMEN DETAIL

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\ 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

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10' TO 12' 18" 46" 44"13' 6.625" 8'-0" 16" 42" 40"

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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"


6'-0" TO 9'-0"LINE 12" 38" 36"


10'-0" TO 12'-0"LINE 18" 38" 36"


13'-0" TO 18'-0"LINE 24" 42" 40"

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LINE AND TERMINAL POSTS

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CHAIN LINK FENCE FOUNDATION

Samples from


Tension Wire

/8" 0.0. Top Rail

Finish Grade

Compacted

Subsoil

Concrete Base

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Chain

Post Cap

End Rail

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2" 0.0. Post

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CHAIN LINK FENCE

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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

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CORNER, END, OR PULL

CHAIN-LINK SECURITY FENCE DETAIL

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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


3'x3'x1'-6" CONCRETE DEADMAN

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3/4" CABLE BARRIER

U-BOLT

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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)

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CHAIN LINKFABRIC

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( 3 HORIZONTAL STRANDSOF BARBED WIRE

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/ 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)

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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


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


LINE POSTS (TYP.)---

WELDED BRACERAILS (TYP.)

SEE DETAIL (TYP.)SEE DETAIL

SWING GATE

GATE DETAIL

Samples from


GATE FRAME

~ GATE OPENING

SWAGED EYE &FORKED END (TYP.)

/,~, --1/211 U-BOLT THRUGATE FRAME (TYP.)

DETAIL

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FENCE POST

#8AWG SOLIDCOPPER WIRE

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GROUNDING DETAIL

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GUARDRAIL DETAIL

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COMPRESSION SPRINGWITH 500 LB. LOAD 6"CAPACITY

TRUSSROD

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1'-0" ~ 3"

GUIDE WHEEL DETAIL

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10"x3" "V"GROOVED WHEEL ",

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COMPRESSIONSPRING

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1/4" x 2 1/2" P/ .

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\5/8" BOLT

GUIDE WHEEL DETAIL

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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

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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.) ---....

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rd-v-< TYP.

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" " " "

8' - 0" MAXIMUM

." --10" MIN. DIA.

LINE POSTS TO BE EQUALLY SPACED

ORNAMENTAL IRON FENCE DETAIL

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12'-0"

6'-0"

x4 POSTS; WITH 2x4TTACHMENT

CREEN/HAND RAILUPPORT FOR INFORMATIONGNS)

EW 4" CONCRETE WALK

ONCRETE UNIT PAVERSEX PATTERN)

ERGOLA (CEDAR)

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PIPE GUARD DETAIL

NOTE: STEEL PIPE SHALL BE GALVANIZED (2.0 OZ. ZINC/SQ. FT.)

& HAVE A MINIMUM WALL THICKNESS OF 0.322 INCHES.

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31/2"

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each end.

3" Asphaltic Cone.Base

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5" Granular Base Course

44

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PRECAST CONC.PARKING BUMPER

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DROP ROD

ASSEMBLY

LATCH

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10"

STANDARD HINGE

GATE KEEPER(TO HOLD GATE OPEN)

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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

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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

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TYPICAL BARBED-WIRE DROP GATE DETAIL

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16'-0" MAX.

LINE PANEL

OPTIONAL LINE POST6'-6" STEEL POST

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LOOP OF 9-GAGE WIRETWISTED TO TIGHTEN

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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


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

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TYPICAL PANEL GATE DETAIL

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GATE POST

GATE FRAME

WIRE ROPE CLAMPS (TYP.)SEE WIRE ROPE CLAMPDETAIL

DETAIL

Samples from


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.)

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ELEVATION

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MECHANICAL UNIT SIDE~ ~I

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PLAN VIEW

WOOD FENCE DETAILS

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LEAF =5'

/ HEAVY DUTY WROUGHT STEEL T-HINGE (TYP )

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EQUALLY (3/8" MAX.) /, TOENAIL BRACE TO ~ 2 x 6 TREATED WOOD CR( STRINGER / OSS BRACE (TYP.)

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WOOD FENCE GATE DETAILS

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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

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45 Deg. Cut @ Top

of Wood Post

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WOOD FENCE

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4 x 4 TREATED WOOD POST (TYP.)

3/8" DIA. GALVANIZED A307 BOLTS (TYP.)

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\7 0

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\7

00 0

\70 0

0 \7 TUBULAR STEEL 4" x 4" x 1/4"00 v 0 FENCE POST SLEEVE (TYP.)

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0 \7 \7 0

WOOD POST DETAILS

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FENCE

6'-0" HIGH REDWOODBOARD ON BOARD----

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REDWOODICALS (TYP.)

4 RDWD.ILS (TYP.)

OPSOIL

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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

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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

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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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


.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


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


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


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


(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


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


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


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


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


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


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


: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


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


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


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


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


" 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


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


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.

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0 EQUIP. ENCLOSURE GATESCALE: 1/4" = 1'-0" 02C-3026

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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

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8

3

4

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12

FLAI~GE MOUI~TII~G FASCIA MOUNTII~G

GATE POSTDETAIILS

5CORE MOU~ITII~G

02C-3027

Samples from


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


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


1 1

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1

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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

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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


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


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


34'-0"

2

3

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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


2

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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

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3'-2"

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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


Documents

Fences CAD · PDF filesee wire rope clamp detail detail samples from . the top and botiom wood cross braces shall be placed 6" from the end of the wood pickets