HomeMy WebLinkAboutP_Chain_Link_Fencing_Sections_&_Details_D-18381_190621_v1E
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VEHICLE VERTICAL AND
GATE POST HORIZONTAL RAIL
SEE NOTE 7 BRACING
(TYP)
VEHIC�.E GATE ELEVATION
4' -8"
PEDESTRIAN
GATE POST
SEE NOTE 8
{TYP)---�
VEHICLE GATE HINGE
(TYP 3 PLACES PER POST
FOR VEHICLE GATES)
FENCE FABRIC
SEE NOTES 5
AND 6
RAIL BRACE,
SEE NOTE 12
VEHICLE GATE POST
CONCRETE FOOTING,
SLOPE TOP TO DRAIN
AWAY FROM POST,
SEE SCHEDULE (T1'P )
PEDESTRIAN GATE HINGE
(TYP 2 PLACES PER POST
FOR PEDESTRIAN GATES)
P�tiESTRIAN GATE POST
CICRETE FOOTING
SL=I7PE AWAY FROM POST,
SEE SCHEDULE (TYP)
PEDES-TRIAN -GATE ELEVATION
FROM OUTSIDE FENCE.
BARBED WIRE ATTACHED.
SECURE TO ARM SO THAT ,��-, o
IT CANNOT BE LIFTED OFF
FROM OUTSIDE FENCE . � `s� -- :-
o
h
LINE/CORNER POST
SEE NOTES 9 AND 10.�
MAX. SPACING BETWEEN
TENSION WIRE POSTS SHALL BE 10-F
FINISHED
STATION �EE
GRADE (REF)
VI W -A
V I _��./ /
PLACE YARD COURSE SURFACING SO
� THAT NO GAP EXISTS BETWEEN BOTTOM
OF FENCE FABRIC AND TOP OF ROCK
TYPICA
8
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STATION
SIDE
0
I
i� FINISHED
STATION
GRADE
TOP OF BASE
COURSE (REF)
CORNER/LINE POST CONCRETE FOOTING,
SLOPE TOP TO DRAIN AWAY FROM POST,
SEE SCHEDULE (TYP.)
RAIN LINK FENCE.�a�S
7
TION
5
CENTER LOCKING BAR. (LOCKED POSITION)
HANDLE SHALL BE 1'-6" TO 2'-0" ABOVE
GRADE AND SHALL BE FITTED WITH STOPS
WHICH WILL HOLD IT IN EITHER THE
LOCKED POSITION OR LIFTED POSITION. --
VENT HOLE (SEE NOTE 15)
TYP AT ALL WELDED JOINTS
FOR GALVANIZING PURPOSES
CENTER GATE STOP, MUSHROOM
TYPE MALLEABLE IRON. WELD 12"
LONG STEEL PIPE TO BOTTOM AND
SET IN CONCRETE FORMED WITH
10" SONO TUBE. TOP OF CONCRETE
SHALL BE AT FINISHED GRADE
ELEVATION. FOR PAVED DRIVEWAYS,
INSTALL BEFORE ASPHALT IS PLACED.
4 3
I � I
HEAVY DUTY INDUSTRIAL
GATE LATCH PL 152 BY
INTERNATIONAL SECURITY
PRODUCTS (NOTE THAT
LOCK HANGS D("""' '
GAT
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GATE STOP DETAIL 4
NTS -
6 � 5
LATCH DETAIL
NTS
THE WORK SHOWN ON THIS DRAWING SHALL
BE IN ACCORDANCE:: WITH...THE_FOLLOWING
PSE STANDARDS
1275.1130 CONCRETE, STRUCTURAL
8350.2200 CONCRETE INSTALLATION
1025.8340 STEEL, STRUCTURAL
GENERAL NOTES:
2
"EAVY DUTY GATE HINGE
Y HOOVER FENCE CO.
MALLEABLE IRON BUTT HINGE,
ART N0. BHM-65 W/1$0°
INGE ADAPTER) OR EQUAL.
.AC WELD GATE HINGES
3 PLACES EACH HINGE
(TYP) 5EE NOTE 4
FOR FINISH.
VEHICLE GATE
1 HINGE DETAIL 2
- NTS -
3" MAX. SEE NOTE 3
VEHICLE GATE DETAIL
NTS
SPECIFICATIONS: AISC (LATEST).
MATERIAL: STRUCTURAL STEEL, ASTM A36 (LATEST)
STEEL STRUCTURAL TUBING, ASTM A501, Fy 36 ksi (LATEST)
WELDS: PER AWS D-1.1 (LATEST)
FINISH: GRIND SMOOTH ALL BURRS AND SHARP EDGES
SURFACE COATING: HOT DIP" GALVANIZED PER ASTM A123 AND ASTM A53
(LATEST). ALL UNGALVANIZED WELDS SHALL BE CLEANED,
WIRE BRUSHED AND A HOT ZINC STICK COATING APPLIED
FOLLOWED BY A FINAL ZINC RICH PRIMER COATING.
REFERENCE DRAPINGS & SPECIFICATIONS
D-13038 ENTRANCE/ROW GATE SINGLE AND DOUBLE STANDARD DETAIL
SECT 02831 CHAIN LINK FENCING � GATES, CIVIL SPECIFICATIONS
CONCRETE
FQOTING
SCHEDULE
SECTIONS
2.
GATE NON -CORNER POSTS ARE TO HAVE 180° HINGES (180° ADAPTER REQUIRED).
FOOTING DEPTH
tSEE NOTE 13)
FOOTING
D"AMETER
VEHICLE GATE POST
GATE POSTS WITH A MAXIMUM 3" GAP BETWEEN POST AND GATE FRAME.
3'-8"
MIN
GATES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION AND WELDING.
18"
MIN
VEHICLE GATE POST W/SLATS
REVIEWED
4'-0"
MIN
/Z� /
24"
MIN
CORNER/LINE POST
FILE N0:
3'-6"
MIN
6.
12"
MIN
CORNER/LINE POST W/SLATS
312' X 512 MESH S I ZE .
3'-8"
MIN
VEHICLE GATE POST SHALL BE 6 -INCH STANDARD (6.625 -INCH O.D.),
18"
MIN
PEDESTRIAN GATE POST
3'-8"
MIN
18"
MIN
NOTE: CONCRETE FOOTING F'c = 2,500 PSI.
4
TWEEN
.., .., GATE
AND FINISH STATION
GRADE
5
FIELD
DETERMINE
HEIGHT-�-,
J
"EAVY DUTY GATE HINGE
Y HOOVER FENCE CO.
MALLEABLE IRON BUTT HINGE,
ART N0. BHM-4 W/180°
INGE ADAPTER) OR EQUAL.
.AC WELD GATE HINGES
3 PLACES EACH ,HLNGE
(TYP) SEE NOTE 4'
FOR FINISH.
PEDESTRIAN GATE
HINGE DETAIL. 3
NTS -
DUCK BILL
GATE KEEPER
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c Ia
N ; :,� i .�
10"DIA
POST CAP
POST 2"(238" OD )
SCH 80 .PIPE
FINISH GRADE
GATE KEE_PER_DETAIL
NTS
(TO HOLD GATE OPEN)
TO BE INSTALLED ON ALL
VEHICLE GATES, SEE NOTE 16
FIELD LOCATE - 2 PLACES
GATE AND FENCE NOTES
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1.
GATE CORNER POSTS ARE TO HAVE 90° HINGES (NO 180° ADAPTER REQUIRED).
SECTIONS
2.
GATE NON -CORNER POSTS ARE TO HAVE 180° HINGES (180° ADAPTER REQUIRED).
3.
GATES SHALL BE FABRICATED TO MATCH THE ACTUAL DISTANCE BETWEEN
SUBSTATION
ENGINEERING
DEPARTMENT
�IDRApWING NO
D -' 1 V 3 8
GATE POSTS WITH A MAXIMUM 3" GAP BETWEEN POST AND GATE FRAME.
_ �
4.
GATES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION AND WELDING.
/ /
ANY FIELD WELDING SHALL BE WIRE BRUSHED CLEAN AND HOT ZINC STICK
REVIEWED
_ q��
COATED TO REPAIR GALVANIZING.
/Z� /
5.
FENCE FABRIC WITHOUT SLATS SHALL BE 9 GAUGE WIRE WOVEN INTO A
FILE N0:
2" MESH SIZE.
M1.,
6.
FENCE FABRIC WITH SLATS SHALL BE 9 GAUGE WIRE WOVEN INTO A
CODE:
3
312' X 512 MESH S I ZE .
2
7.
VEHICLE GATE POST SHALL BE 6 -INCH STANDARD (6.625 -INCH O.D.),
WEIGHT 18.97 LB/LF OR LARGER, STEEL PIPE FOR ALL 7 -FT HIGH GATES.
8.
PEDESTRIAN GATE POST SHALL BE 3.5 -INCH STANDARD (4.0 -INCH O.D.,
WEIGHT 9.11 LB/FT) OR LARGER STEEL PIPE FOR ALL 7 -FT HIGH GATES.
9.
LINE POSTS WITH SLATS SHALL BE 3.5 -INCH STANDARD (4.0 -INCH O.D.,
WEIGHT 9.11 LB/LF) OR LARGER STEEL PIPE FOR ALL 7 -FT HIGH GATES.
10.
LINE POSTS WITHOUT SLATS SHALL BE 2.5 -INCH STANDARD (2.875 -INCH O.D..
WEIGHT 5.79 LB/LF) OR LARGER STEEL PIPE FOR ALL 7 -FT HIGH GATES.
11.
VEHICLE AND PEDESTRIAN GATE FRAMES SHALL BE 1.5 -INCH STANDARD
(1.90�INCH O.D., WEIGHT 2.72 LB/LF) OR LARGER STEEL PIPE.
12.
FENCE MIDDLE AND TOP RAIL AND BRACES SHALL BE 1.25 -INCH STANDARD
(1.66 -INCH O.D., WEIGHT 2.27 LB/LF) OR LARGER STEEL PIPE.
13.
FOOTING DEPTH IS MEASURED FROM TOP OF BASE COURSE.
14.
BOLTS HOLDING LATCHES AND OTHER LOCKING HARDWARE SHALL BE PEENED
TO PFI VENT REMOVAL OF NUTS. NUTS SHALL BE LOCATED ON THE INSIDE
OF TH� SECURED AREA.
15.
ALL PIPE JOINTS SHALL HAVE A 1/2" VENT HOLE AT BOTTOM AND TOP OF
RAIL pS CLOSE TO THE WELD AS POSSIBLE.
16.
ALL VEHICLE GATES SHALL RECEIVE A GATE KEEPER AS SHOWN ON FENCE PLAN,
PER DETAIL 6, THIS SHEET.
REVISION DESCRIPTION:
WO NUMBER:
C H A I N L INK F E N C I N G
ADDED SECTION NOTE,
REVISED
NOTES 11-16
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SECTIONS
AND DETAILS
DATE (M/D/Y )
PUGET
� SOUND
ENERGY
SUBSTATION
ENGINEERING
DEPARTMENT
�IDRApWING NO
D -' 1 V 3 8
CAD
_ �
/d / � f / //�
ENGINEER
/ /
SHEET: 1 OF 1
REVIEWED
_ q��
LQ
/Z� /
SCALE: NONE
CLASS: SITE
FILE N0:
APPROVED
M1.,
I O /2 ( / I
CADD NO: D-18381 _01 . dgn
CODE:
3
2
1
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