HomeMy WebLinkAboutR-4117078
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ANC STEEL
CLAMP AND
ANC WEDGE
PLUG SECURE
PANEL TO
POST WITH
3/8" x 2"
THREADED
FASTENER
SC"EDULE 40
POST
WEDGE PLUG AND ANC
BACK STRAP SECURE
PANEL. TO PANEL JOINTS
1
ANC 1.0-1.75
( MAX. ) ( MAX. )
QI� FENCE POST
jbCONCRETE FOOTING
SEPSEUROTPTYPICAL FENCE ELEVATION ESCHEDULE (TYP)
STD. PIPECAP (TYP.)
LINE/CORNER POST
SEE NOTE 8.
STATION
MAX. SPACING BETWEEN �0 SIDE
POSTS SHALL BE 10-FT
FINISHED
STATION
GRADE
FINISHED TOP OF BASE
STATION SEE COURSE (REF)
GRADE (REF)
VIEW -A
�J
THAT NO GAP EXISTSUBETWEEN BOTTOM
OF FENCE FABRIC AND TOP OF ROCK
8
C:*Users*bmohideen*Desktop*Talbot Hill MU for Basheer*D-19986-01.dgn
oI I�o.k"CORNER/LINE POST CONCRETE FOOTING,
SLOPE TOP TO DRAIN AWAY FROM POST,
SEE SCHEDULE ( TYP. )
TYPICAL CHAIN LINK FENCE SECTION
VEHICLE GATE HINGE
(TYP 3 PLACES PER POST
FOR VEHICLE GATES)
FENCE FABRIC
SEE NOTES 5
AND 6
RAIL BRACE,
SEE NOTE 12
POST
ING,
DRAIN
T,
(TYP)
HEAVY DUTY INDUSTRIAL
GATE LATCH PL 152 BY
INTERNATIONAL SECURITY
PRODUCTS (NOTE THAT
LOCK HANGS DC ""')
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.
GATE STOP DETAIL 4
NTS
7 6 5
'EAVY DUTY GATE HINGE
Y HOOVER FENCE CO.
MALLEABLE IRON BUTT HINGE,
ART NO. BHM-65 W/180'
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
1275.11JO CONCRETE, STRUCTURAL
8350.2200 CONCRETE INSTALLATION
1025.8340 STEEL, STRUCTURAL
GENERAL NOTESo
"EAVY DUTY GATE HINGE
Y HOOVER FENCE CO.
MALLEABLE IRON BUTT HINGE,
ART NO. BHM-4 W/1801
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
SPECIFICATIONS: AISC (LATEST)
MATERIAL: STRUCTURAL STEEL, ASTM A36 (LATEST)
STEEL STRUCTURAL TUBING, ASTM A501, Fy 36 Ks1 (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 & SPECIFICATIONS
D-13038 ENTRANCE/ROW GATE SINGLE AND DOUBLE STANDARD DETAIL
CONCRETE
FOOTING
SCHEDULE
FOOTING
(SEE NOTE
DEPTH
13)
FOOTING
DIAMETER
VEHICLE GATE POST
3'-8"
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
NOTE: CONCRETE FOOTING F'c - 2,500 PSI.
N LO 4/21 /20
SSE NBF
4� wasy�yc�G'
h
1I
25492
'"IONAL�S
TWEEN
uu l , ury, ur GATE
AND FINISH STATION
GRADE
211
BR 1/8x2x6 `n
FIELD
DETERM
HEIGHT
2 ,.
s"
1
CENTER PIN
LOCKING PLATE 7
NTS
.vr�r�.mmmi
10-DIA
AP
„ ( 2 3/8" OD )
PIPE
I 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
PL 1 /8x3x5
3/8"o HOLES
1. GATE CORNER POSTS ARE TO HAVE 90' 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 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 @ 10'-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
D
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B
R-411707
REVISION DESCRIPTION: WO NUMBER:111024154 �I A
WO NUMBER: 1 1 1024153
PERMIT SUBMITTAL /� C H /\ I N U I R (\ E N C I R G
3
CAD SDS
ENGINEER HSL
REVIEWED HSL
APPROVED HSL
SECTIONS AND DETAILS
CLR TALBOT HILL SUBSTATION
DATE ( M/D/Y ) PUGET SUBSTATION DRAWING NO REV NO
1 1 / 26 / 19 ' SOUND ENGINEERING D- 1 g g g r 1
1 1 / 26 / 19 ENERGY DEPARTMENT
SHEET: 1 OF 1
1 1 / 26 / 19 SCALE: NONE CLASS: S I TE F ILE N0:
1 1 / 26 / 19 CADD NO: $$DGN$$ CODE: TAL
2 1