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VEHICLE VERTICAL AND
GATE POST HORIZONTAL RAIL
SEE NOTE 7 BRAC ING�
(TYP)
3" MAX
- GATE FRAME
52 WW/DIAGONAL
BRACING
AS SHOWN
SEE NOTE 11
VEHICLE GATE ELEVATION
VEHICLE GATE HINGE
(TYP 3 PLACES PER POST
FOR VEHICLE GATES)
FENCE FABRIC
SEE NOTES 5
AND 6
VEHICLE GATE POST
CONCRETE FOOTING.
SLOPE TOP TO DRAIN
AWAY FROM POST.
SEE SCHEDULE (TYP)
HEAVY DUTY INDUSTRIAL
GATE LATCH PL 152 BY
INTERNATIONAL SECURITY
PRODUCTS (NOTE THAT
LOCK HANGS D""""
GATE LATCH DETAIL
NTS
Lh 4'-8„ v:
PEDESTRIAN
GATE POST
D SEE NOTE 8 3 PEDESTRIAN GATE HINGE
ITYP) 3" MAX (TYP 2 PLACES PER POST
SEE NOTE 3 - FOR PEDESTRIAN GATES)
GATE STOP CENTER LOCKING BAR. (LOCKED 0" ABOVE
(TYP)- HANDLE SHALL BE BE FITTED
TO 2WITH ABOVE
GRADE AND SHALL BE FITTED WITH STOPS
WHICH WILL HOLD IT INEITHER THE
LOCKED POSITION OR LIFTED POSITION.
GATE
STOP
N
GAIF
FE LATCH VENT HOLE ISEE NOTE 15)
TYP AT ALL WELDED JOINTS
w FOR GALVANIZING PURPOSES
�C i les
\ CENTER GATE STOP. MUSHROOM / e
OATS > ) TYPE STEEL ABLE IRON. WELD AND -I
STOP
LONG STEEL PIPE TO BOTTOM AND 'J `
SET IN CONCRETE FORMED WITH
10" SONO TUBE. TOP OF CONCRETE
SHALL BE AT FINISHED GRADE
PEDESTRIAN GATE POST ELEVATION. FOR PAVED DRIVEWAYS.
,C 2" CLR BETWEEN 7 CONCRETE FOOTING INSTALL BEFORE ASPHALT IS PLACE
D•
I I SLOPE AWAY FROM POST,
BOTTOM OF GATE '1 S' SEE SCHEDULE (TYP)
AND FINISH STATION
GRADE GATE STOP DETA I L 4
NTS
PEDESTRIAN GATE ELEVATION
LW
SECURE BARBED WIRE TO /$ o
ARM AND FENCE SO THAT yy''CC
IT CANNOT BE LIFTED OFF /fps
LINE/CORNER POST
SEE NOTES 9 AND 10.
STATION
MAX. SPACING BETWEEN SIDE
TENSION WIRE POSTS SHALL BE 10-FT o
i- FINISHED
STATION
GRADE
FINISHED TOP OF BASE
STATION GRADE (REF) SEE COURSE (REF)
t77
Q VIEW-Arr
VIEW -A
VA
a
m
PLACE YARD COURSE SURFACING SO
S
CORNER/LINE POST CO
IF
THAT NO GAP EXISTS BETWEEN BOTTOM
'>
SLOPE TOP TO DRAIN
OF FENCE FABRIC AND TOP OF ROCK
SEE SCHEDULE (TYP.)
A
TYPICAL CHAIN
LINK FENCE
SECTION
HINGE
CO.
BUTT HINGE,
W/180'
OR EQUAL.
NGES
3 PLACES EACH HINGE
(TYP) SEE NOTE 4
FOR FINISH.
VEHICLE GATE
HINGE DETAIL
NTS
CENTER PIN LOCKING PLATE,
SEE DETAIL 7. PREVENTS
LIFTING THE CENTER LOrVTMr.
BAR WHEN THE GATE IS
THE CLOSED POSITION.
AND TACK WELD TO GATE
FRAME IN 4 SPOTS.
HEAVY DUTY GATE HINGE 1
BY HOOVER FENCE CO.
(MALLEABLE IRON BUTT HINGE.
PART NO. BHM-4 W/1800
HINGE ADAPTER) OR EQUAL.
ll�=
TAC WELD GATE HINGES
3 PLACES EACH HINGE
(TYP) SEE NOTE 4
FOR FINISH.
PEDESTRIAN GATE
HINGE DETAIL
NTS
WEEN
GATE
AND FINISH STATION
GRADE
2"
BR 1/8x2x6 `
FIELD
DETERMINE
HEIGHT
6" PL 1/8x3x5
3/8"e HOLES
TI
M I
I I
1/8
CENTER PIN
LOCKING PLATE 7
NTS
1
DUCK BILL
GATE KEEPER
POST CAP
POST 2"(23/a' OD)
SCH 80 PIPE
FINISH GRADE
VEHICLE GATE DETAIL (""5� GATE KEEPER DETAIL
NTS - NTS -
(TO HOLD GATE OPEN)
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:
SPECIFICATIONS: AJSC (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 DRAWINGS & SPECIFICATIONSCGEADSTANDARD
D
SECT 02831 CHAIN LINK FENCING & GATES. CIVIL SPECIFICATIONS
CONCRETE
FOOTING
SCHEDULE
FOOTING DEPTH
(SEE NOTE 13)
FOOTING
DIAMETER
VEHICLE GATE
POST
3'-B"
MIN
18"
MIN
VEHICLE GATE
POST'W/SLATS
4'-0"
MIN
24"
MIN
CORNER/LINE
POST
3'-6"
MIN
12"
MIN
CORNER/LINE
POST W/SLATS
3'-8"
MIN
18"
MIN
PEDESTRIAN GATE POST
3'-8"
MIN
18"
MIN
NOTE: CONCRETE FOOTING F'c = 2,500 PSI.
I I e I T q
.4gn
TO BE INSTALLED ON ALL
VEHICLE GATES, SEE NOTE 16
FIELD LOCATE - 2 PLACES
GATE AND FENCE NOTES
1.
GATE CORNER POSTS ARE TO HAVE 900 HINGES (NO 180' ADAPTER REQUIRED).
2.
GATE NON -CORNER POSTS ARE TO HAVE 180' HINGES (180' ADAPTER REQUIRED).
3.
GATES SHALL BE FABRICATED TO MATCH THE ACTUAL DISTANCE BETWEEN
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
COATED TO REPAIR GALVANIZING.
5.
FENCE FABRIC WITHOUT SLATS SHALL BE 9 GAUGE WIRE WOVEN INTO A
2" MESH SIZE.
6.
FENCE F.JBRIC WITH SLATS SHALL BE 9 GAUGE WIRE WOVEN INTO A
31/2" X 5/z MESH SIZE.
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.
S.
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 D.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.
R-4 O Z
13.
FOOTING DEPTH IS MEASURED FROM TOP OF BASE COURSE.
14.
BOLTS HOLDING LATCHES AND OTHER LOCKING HARDWARE SHALL BE PEENED
TO PREVENT REMOVAL OF NUTS. NUTS SHALL BE LOCATED ON THE INSIDE
OF THE SECURED AREA.
15.
ALL PIPE JOINTS SHALL HAVE A 1/2" VENT HOLE AT BOTTOM AND TOP OF
RAIL AS 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:
ADDED LOCKING PLATE
FOR
CENTER
C H A I N L I N K F E N C I N G
LOCKING BAR
SECTIONS
AND DETAILS
11DATE
PUGET
SOUND
ENERGY
SUBSTATION
ENGINEERING
DEPARTMENT
DRAWING NO
D-18381
REV)
2
CAD
97.'I�pt.4L
c1,/1$/1
ENGINEER
/ /
SHEET: 1 OF 1
REVIEWED
/ /
SCALE: NONE
CLASS: SITE
FILE NO:
APPROVED
ERRY
(o/ le/I
CADD NO: D-18381-Ol.egn
CODE:
3
2
D
6