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ANC STEEL
AMP AND
ANC WE OGE
PUJI .a SFCVFRE
PANEL TO
POST iIWITM
W x 2"
T�IREADED
FASTENER
PDST
C
VEHICLE
GATE POST
SEE NOTE 7
(TYP)
VERTICAL AND
HORIZONTAL RAIL
BRACING �\
\/F_I I T (`1 F_ (` A _F F_ F_I F_ A T T f-)KI
T Vn T r` AI rF- NIr`F- F_I r\i AT T r)NI
FENCE POST
CONCRETE FOOTING
SLOPE AWAY FROM POST,
SEE SCHEDULE (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 (TYP)
HEAVY DUTY INDUSTRIAL
GATE LATCH PL 152 BY
INTERNATIONAL SECURITY
PRODUCTS (NOTE THAT
LOCK HANGS Df"'""
GATE LATCH DETAIL 1
NTS -
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 13)
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.
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°°
° �_j /
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° ° °
GATE STOP DETAIL q
NTS -
"EAVY DUTY GATE HINGE
Y HOOVER FENCE CO.
MALLEABLE IRON BUTT HINGE,
ART NO. BHM-65 W/1800
INGE ADAPTER) OR EQUAL.
,AC WELD GATE HINGES
3 PLACES EACH HINGE
(TYP) SEE NOTE 4
FOR FINISH.
VEHICLE GATE
HINGE DETAIL 2
NTS -
CENTER PIN LOCKING PLATE,
SEE DETAIL 7. PREVENTS
LIFTING THE CENTER LOCKING
BAR WHEN THE GATE IS IN
THE CLOSED POSITION. BOLT
AND TACK WELD TO GATE
FRAME IN 4 SPOTS.
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
"EAVY DUTY GATE HINGE
Y HOOVER FENCE CO.
MALLEABLE IRON BUTT HINGE,
'ART NO. BHM-4 W/180°
INGE ADAPTER) OR EQUAL.
AC WELD GATE HINGES
3 PLACES EACH HINGE
(TYP) SEE NOTE 4
FOR FINISH.
PEDESTRIAN GATE
HINGE DETAIL 3
NTS -
3" MAX. SEE NOTE 3
GATE STOP
VEHICLE GATE DETAIL
STD. PIPECAP (TYP.) GENERAL NOTES:
SPECIFICATIONS: AISC (LATEST)
MATERIAL: STRUCTURAL STEEL, ASTM A36 (LATEST)
STEEL STRUCTURAL TUBING, ASTM A501, Fy 36 Ksi (LATEST)
LINE/CORNER POST WELDS: PER AWS D-1.1 (LATEST)
SEE NOTE 8.
= STATION FINISH: GRIND SMOOTH ALL BURRS AND SHARP EDGES
MAX. SPACING BETWEEN O SIDE
B POSTS SHALL BE 6-FT SURFACE COATING: HOT DIP" GALVANIZED PER ASTM A123 AND ASTM A53
aD (LATEST). ALL UNGALVANIZED WELDS SHALL BE CLEANED,
FINISHED WIRE BRUSHED AND A HOT ZINC STICK COATING APPLIED
STATION FOLLOWED BY A FINAL ZINC RICH PRIMER COATING.
GRADE
FINISHED Fol"STATITOP OF BASE
GRADEOI(REFI SEE COURSE (REF) VIEW -A REFERENCE DRAWINGS & SPECIFICATIONS
oe t.4 W., Lar.o a D-13038 ENTRANCE/ROW GATE SINGLE AND DOUBLE STANDARD DETAIL
n
w
0
V I E W- A
°e�
ree
PLACE YARD COURSE SURFACING SO
eII6
°°
CORNER/LINE POST CONCRETE FOOTING,
THAT NO GAP EXISTS BETWEEN BOTTOM
;,
SLOPE TOP TO DRAIN AWAY FROM POST,
OF FENCE FABRIC AND TOP OF ROCK
�.I
SEE SCHEDULE (TYP.)
TYPICAL CHAIN LINK
FENCE
SECTION
8 ' 7 I 6 I 5
C:*Users*bmohideen*OneDrive - POWER Engineers, Inc*Desktop*Work-From-Home*Talbot Hill MU for Basheer*D-19986-01.dgn
CONCRETE FOOTING SCHEDULE
FOOTING DEPTH
(SEE NOTE 13)
FOOTING DIAMETER
VEHICLE GATE POST
3'-8" MIN
30" MIN
CORNER/LINE POST
3'-6" MIN
18" MIN
NOTE: CONCRETE FOOTING F'c = 2,500 PSI.
4
V21
TWEEN
vu-•u- w GATE
AND FINISH STATION
GRADE
2w _
BR 1/8x2x6
2"
6" PL 1 /8x3x5
3/8"m HOLES
loin
1 /8 =
in
CENTER PIN
LOCKING PLATE 7
NTS -
DUCK BILL
GATE KEEPER
FIELD
DETERMINE
HEIGHT r
POST CAP
POST 2"(23,18' OD)
SCH 80 PIPE
FINISH GRADE
GATE KEEPER DETAIL
NTS - NTS -
(TO HOLD GATE OPEN)
TO BE INSTALLED ON ALL
VEHICLE GATES, SEE NOTE 14
FIELD LOCATE - 2 PLACES
GATE AND FENCE NOTES
1. GATE CORNER POSTS ARE TO HAVE 900 HINGES (NO 1800 ADAPTER REQUIRED).
2. GATE NON -CORNER POSTS ARE TO HAVE 1800 HINGES (1800 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 TO BE ANC 1.0-1.75 NON-CONDUCTIVE FENCE PANEL BY AMICO OR EQUAL.
6. NON-CONDUCTIVE FENCE TO BE 8'-0" HIGH STEEL POSTS @ 6'-0" ON CENTER
MAXIMUM UTLIzING ANC STEEL CLAMPS AS DIRECTED BY MANUFACTURER.
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. LINE POSTS SHALL BE 2.5-INCH STANDARD (2.875-INCH O.D.,
WEIGHT 5.79 LB/LF) OR LARGER STEEL PIPE.
9. VEHICLE GATE FRAMES SHALL BE 1.5-INCH STANDARD
(1.90-INCH O.D., WEIGHT 2.72 LB/LF) OR LARGER STEEL PIPE.
10. 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.
11. FOOTING DEPTH IS MEASURED FROM TOP OF BASE COURSE.
12. 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.
13. ALL PIPE JOINTS SHALL HAVE A 1/2" VENT HOLE AT BOTTOM AND TOP OF
RAIL AS CLOSE TO THE WELD AS POSSIBLE.
14. ALL VEHICLE GATES SHALL RECEIVE A GATE KEEPER AS SHOWN ON FENCE PLAN,
PER DETAIL 6, THIS SHEET.
E
It
R-411707
REVISION DESCRIPTION: WO NUMBER:111024154 A
WO NUMBER:111024153 CHAIN LINK FENCING
AS -BUILT
SECTIONS AND DETAILS
CLR TALBOT HILL SUBSTATION
DATE ( M/D/Y )
pUGET
SOUND
ENERGY
SUBSTATION
ENGINEERING
DEPARTMENT
DRAWING NO
D -19986
REV NO
2
CAD
SOS
01 / 11 121
ENGINEER
HSL
01 / 11 121
SHEET: 1 OF 1
REVIEWED
HSL
01 / 11 121
SCALE: NONE
CLASS: S I TE
FILE NO:
APPROVED
CADD NO: $$DGN$$
CODE: TAL
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