HomeMy WebLinkAboutR-4192133J—I/Z O6HLU 4U O16LL YIYL VULLT WtLULU HNU GKUUNU OMUUIYI WIDTH VARIES,
SEE GATE SCHEDULE,
FIELD VERIFY GREASE NIPPLES
EQUAL EQUAL (ZERK FITTINGS),
ONE ON TOP AND 1/4" GALV. STEEL PLATE END
EQUAL EQUAL 1'-9" 1'-9' EQUAL EQUAL ONE ON SIDE CAP, FULLY WELD TO PIPE
a \ \ --- TEFLON (PTFE) DISC, 5- DIA. X 1/2-,
rA
\ \ INSIDE OF OUTER PIPE
\ \ SEE PIPE GATE \l t GATE FRAME
SUPPORT POST 6XS STEEL OUTER PIPE
* \ I DETAIL
M
\ SXS STEEL INNER PIPE
1/2"
CONCRETE CURB \ 4" REFLECTIVE TAPE, TYP, CHAMTE�R, RUBBER GASKET SIZED TO SEAL GAP
_ BETWEEN OUTER AND INNER PIPE
PROVIDE FIRE DEPARTMENT APPROVED
PROVIDE PERMANENT \ KNOX PAD LOCK WITH GATE KEY AT EACH I ,•
_ GATE. COORDINATE REQUIREMENTS WITH PLAQUE WTHNfiOF WEATHERPROOF GATED SIGNED To _\�— III III INSTALL TO MATCH FINISH ELEVATIONS
III— a FIRE DEPARTMENT—
-III DRILL HOLE. ONE PER b BE LOCKED OPEN 1/2 STEEL PLATE, OF ADJACENT CURB AND SIDEWALK, TYP.
{ EACH SIDE, TYR. WITH DR CLOSED AT ��/ 96 \� FULLY WELD TO PIPE I
. d THE FOLLOWING ALL nMES. / h— i • :' i r, #3 U SHAPED BARS
WORDING: #3 U SHAPED BARS
DRILL SLOT IN FLANGE iO f�'•y 'I MIN 3'
a
NOTES : / ^`° \ TO ACCEPT 1-1 /2' DIA.•.'
I
STEEL PIN
:. CLEAR
1. GRIND ALL WELDS SMOOTH. \ . •, f I- T
ALL STEEL COMPONENTS TO BE SHOP GALVANIZED AFTER 1/4" STEEL PLATE END ' NOTESJL I CATION.CAP, FULLY WELD TO PIPE 1. ALL STEEL COMPONENTS TO BE
3CONTRACTOR SHALL PROVIDE (2) 1 1/2' DIAMETER STEEL "' ELEVATION S " GALVANIZED AFTER FABRICATION.
PINS DRILLED HOLE TO ACCOMMODATE HEAVY DUTY LOCK \ DRILL HOLE IN FLANGES TO \ / �n 2. PROVIDE GREASE FITTINGS AT TOP AND
PROVIDED BY OWNER. ACCEPT 1-1/2" STEEL PIN .:' SIDES OF GATE POST.
i ...
4. PROVIDE REFLECTIVE STICKERS ON ALL VERTICAL AND 7 '° ' 3. PROVIDE RUBBER SEAL AT BOTTOM OF
HORIZONTAL GATE MEMBERS, BOTH FRONT AND BACK SIDES.\ 1-1/2" DIA. STEEL PIN TO � � OUTER PIPE.
5. PROVIDE AN APPROVED ACCESS DEMCE FOR EACH GATE, \ LOCK GATE. PIN TO HAVE 4. GRIND WELD AT INNER PIPE SMOOTH AND
COORDINATE WITH FIRE PROTECTION DISTRICT FOR EACH GATE \ / 1/2" DRILLED HOLE FOR 3-0 FLUSH WITH FACE OF INNER PIPE.
APPLICATION.--J L--J LOCK
5. PROVIDE (PTFE) DISC AT TOP OF
6. PROVIDE HOLD OPENS AS SHOWN ON PLAN AND DETAIL. GATE SUPPORT
POST.
7. PROVIDE GRAVEL MOW STRIPAT BASE OF ALL POSTS LOCATED PLAN WELD (2) GALV. STEEL KEEPER CHAINS TO GATE ARM. ONE
IN LAWN AREAS. ---�� KEEPER CHAIN SHALL BE WELDED TO END OF STEEL LOCKING PIPE GATE SUPPORT POST
HASP ENLARGEMENT PIN, AND ONE SHALL BE ATTACHED TO END OF LOCK.
CONTRACTOR TO VERIFY THAT KEEPER CHAINS ARE
SUFFICIENTLY LONG TO ALLOW GATE TO BE EASILY LOCKED.
VEHICULAR PIPE GATE
1/2" = V-0" P-RE1-05
DRILL HOLE IN FLANGE TO
ACCEPT 1-1/2" DIA. STEEL
PIN, WHERE GATE SWINGS TO TOP OF WALL TO
HOLD OPEN POST REMAIN LEVEL IN
Ea < LONG DIRECTION
S. 2 1/" STEEL PLATE, FULLY EASED EDGE, TYP. V-6" SKATEBOARD DETERRENT LENGTH VARIES, SEE PLANS WELD TO PLATE NOTCHES, SEE PLAN FOR TOP RUNS LEVEL
SLOPE 29, LOCATIONS
1/4"STEEL PLATE, FULLY SEE PLAN$SEE PLAN
WELD POST
r7 4 SCHED 40 STEEL PIPE C.I.P. CONCRETE WITH 4' BAR 018"
SMOOTH SACKED FINISH O.C. EA. WAY,
1 /2" MIN 2" CLEAR {71
CHAMFER, INSTALL TO MATCH FINISH ELEVATIONS it '� r, .i %
TYR OF ADJACENT CURB AND SIDEWALK, TYP. EXPANSION JOINT FINISH GRADE; ADJACENT m I
AT CONCRETE SURFACING VARIES, SEE p a. .•
FINISH GRADE PAVING, TYR 1 ]: LAYOUT
1 9 :
III III III III aGp OQiOo 0 0! —III III— FRONT ELEVATION SKATEBOARD EXPANSION
.III — III III III h(r III— DETERRENT JOINT, TYP.
III III.I II III a NOTCHES
00
I— I `- :.• III —I I—
M ° —_—
-II I —III —III FOOTINGCONCRETE
NOTE:
CONCRETE FOOTING 1. PROVIDE VERTICAL EXPANSION JOINTS ALIGNED WITH PAVING EXPANSION JOINTS. SEE PLAN.
a° SECTION ELEVATION - III_III-III— —I 2. ALL SKATE DETERRENTS ARE TO BE FORMED ON ALL FACES OF SEATWALLS WHEN ADJACENT TO PAVED AREAS.
COMPACT 3. TOP OF WALL ELEVATION TO REMAIN CONSTANT. DO NOT SLOPE TOP OF WALL WITH GRADE.
SUBGRADE TO 95% 4, ALL SKATEBOARD DETERRENT NOTCHES ARE TO BE INSTALLED ON ALL TOPS AND EXPOSED FACES OF SEATWALLS. ALIGN
NOTE: SKATEBOARD DETERRENT NOTCHES WITH EXPANSION JOINTS WHERE PROVIDED. SEE PLANS FOR LAYOUT.
1. ALL STEEL COMPONENTS TO BE 5. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
1,_p• GALVANIZED AFTER FABRICATION. 6. PROVIDE SACK & PATCH FINISH ON ALL WALL FACES.
2. PROVIDE CONCRETE MOW STRIP
AT BASE OF ALL POSTS
LOCATED IN LAWN AREAS.
PIPE GATE HOLD OPEN
CONCRETE SEAT WALL
3/4" = l'-O" P-RE1-04 \,�j 3/4" = V-0"
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REVISION BY DATE APPR AR �"""Fp1�1NpL
P-RE1-14
R-4192132
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING O
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RENTON, WA 98059
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Planning/Building/Public Works Dept.
DETAILS
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