HomeMy WebLinkAboutR-4192132POST
STRETCHER BAR,
TYP.
LINE, END AND
CORNER POST,
TYP.
ADJACENT CONDITION
REFER TO SITE PLAN
TOP RAIL
CHAIN LINK FABRIC
AND TIES
STRETCHER BAR
BANDS AT 12" O.C., j
TYP. a
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BOTTOM RAIL i
2" MAX
FINISH GRADE
Tr
HOLD TOP OF FOOTING
6" BELOW FINISH GRADE
FOOTING, SIZE)
NOTED BELOW
NOTES:
1. SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON POSTS, RAILS, FOOTING AND OTHER COMPONENTS.
2. PROVIDE CONCRETE MOW STRIPS WHERE SHOWN ON DRAWINGS.
3. REFER TO SITE PLAN AND GATE SCHEDULE FOR LOCATIONS OF GALVANIZED OR BLACK VINYL FINISH.
4. ALL MESH OPENING TO BE 2" OR OTHERWISE NOTED ON PLAN.
5. PROVIDE CONTROL OR EXPANSION JOINT AT EACH POST LOCATED IN CONCRETE.
6. POST SPACING 10'-0" O.C. MAX,
7. END/CORNER POST FOOTINGS: 12" HOLE DIAMETER, 42" DEEP, 36" POST EMBEDMENT.
8. LINE POST FOOTINGS: 12" HOLE DIAMETER, 36' DEEP, 30" POST EMBEDMENT.
9. BOTTOM RAIL AND FABRIC SHALL BE INSTALLED 12" CLEAR OF FINISH GRADE AT ALL CHAINLINK FENCING LOCATED IN
WETLAND AND WETLAND BUFFER AREAS. FENCING LOCATED IN WETLAND AND BUFFER AREAS SHALL HAVE POSTS LOCATED
IN BUFFERS ONLY WITH RAILS AND FABRIC SPANNING OVER THE WETLAND. NO POST HOLES WILL BE ALLOWED IN
WETLAND.
4'-6' HT. CHAIN LINK FENCE
1/2" = 1'-e"
GONG PAVING
. FLUSH
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FLAG POLE
4-III III III -
I ; III II
PER
MANUFACTURER'S'
RECOMMENDATIONS
P-RE1-'Z 1
FLAGPOLE - SEE ARCHITECTURAL
ALUM. FLASH COLLAR - PROVIDE WATERPROOF
CEMENT CAULKING COMPOUND 0 COLLAR
--K � EXP. JT., TYP.
HARDWOOD WEDGES
COMPACT SUBGRADE TO 90%
FOUNDATION SLEEVE - STEEL
DRY SAND, TIGHTLY TAMPED
AFTER ALIGNING POLE
CONC. FOOTING 3000 PSI
STEEL CENTERING WEDGES
GROUND SPIKE
AS NOTEDT HINGE POST
6" CLEAR -
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6" CLEAR -
FOOTING, SIZE
NOTED BELOW
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TRUSS ROD W/ TURNBUCKLE
CHAIN LINK FABRIC AND TIES
FULCRUM STYLE LATCHES
AT ALL GATES. GATE FORK
LATCH FOR HEAVY DUTY PADLOCK
STRETCHER BAR
-TYP. 4 SIDES
2" CLEAR FROM FIN. GRADE
ALL JOINTS WELDED TO MAKE
SOLID FRAME
FINISH GRADE
HOLD TOP OF FOOTING
6" BELOW FINISH GRADE
-TYP.
NOTES:
1. SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON POSTS, FOOTING AND OTHER COMPONENTS.
2. ALL GATES TO BE INSTALLED PLUMB, AND SECURE FOR FULL OPENING WITHOUT INTERFERENCES.
3. ATTACH HARDWARE BY MEANS WHICH WILL PREVENT UNAUTHORIZED REMOVAL.
4. ADJUST HARDWARE FOR SMOOTH OPERATION.
5. REFER TO SITE PLAN AND GATE SCHEDULE FOR LOCATIONS OF GALVANIZED OR BLACK VINYL FINISH.
6. ALL MESH OPENING TO BE 2" OR OTHERWISE NOTED ON PLAN.
7. GATE POST FOOTINGS: 12" HOLE DIAMETER, 42" DEEP, 42" POST EMBEDMENT
SINGLE CHAIN LINK GATE
1/2" = 1--e"
BIKE RACK, SEE
CONCRETE RAVIN
SEE CIVIL
FINISHED GRADE
NOTES
1. SPORTWORKS •TOFINO NO SCRATCH" BIKE RACK BY SPORTWORKS NORTHWEST,
SURFACE MOUNTED WITH CONCRETE WEDGE ANCHORS, SEE SPECS.
2. INSTALL BIKE RACK PLUMB AND LEVEL.
3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURE'S
SPECIFICATIONS.
BIKE RACK
1/2" = 1'-e" P-RE1-06 \� Y 1" = 1'-0"
WEISMANDESIGNGROUP
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INSPECTOR
CHAIN LINK
FABRIC AND
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illitit�litit�llit�lli!!i.?i!�liAl�liAl�li4:_�•i��!���!��TIES
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ALL JOINTS WELDED
TO MAKE SOLID FRAME ��
12" DIA. GONG. CENTER HOLD TOP OF �q!-!..
STOP WITH PVC SLEEVE FOOTING 6" BELOW I ..
FOOTING, SIZE INSERT. PROVIDE A SIMILAR FINISH GRADE, TYP.
NOTED BELOW STOP FOR EACH GATE ARM
TO HOLD IN OPEN POSITION
NOTES:
1. SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON POSTS, FOOTING AND OTHER COMPONENTS.
2. ALL GATES TO BE INSTALLED PLUMB AND SECURE FOR FULL OPENING WITHOUT INTERFERENCES.
3. ATTACH HARDWARE BY MEANS WHICH WILL PREVENT UNAUTHORIZED REMOVAL.
4. TACK WELD ALL GATE HARDWARE AFTER ADJUSTMENT.
5, ADJUST HARDWARE FOR SMOOTH OPERATION.
6. PROVIDE CANE BOLT AND RECEPTACLE IN PAVEMENT TO SECURE EACH S1DE IN FULLY OPEN POSITION.
7. REFER TO SITE PLAN AND GATE SCHEDULE FOR LOCATIONS OF GALVANIZED OR BLACK VINYL FINISH.
8. ALL MESH OPENING TO BE 2" OR OTHERWISE NOTED ON PLAN.
9, PROVIDE FIRE DEPARTMENT KNOX BOX AS INDICATED ON GATE SCHEDULE. FIELD LOCATE PER FIRE INSPECTOR.
10. GATE POST FOOTINGS: 12" HOLE DIAMETER, 42" DEEP, 42" POST EMBEDMENT.
DOUBLE SWING CHAIN LINK GATE
I/2" = r-e"
4" DEPTH C.I.P.
CONCRETE STRIP
1/2" RADIUS, TYP.
BUILDING EDGE FINISH GRADE 1/2"
OR WALL BELOW TOP OF
CONCRETE, TYP.
EXPANSION JOINT N
BLDG. FEE- < ' 4 Na e
4" DEPTH CRUSHED
ROCK BASE
24" TYP.
COMPACT SUBGRADE OR AS NOTED
BENEATH CONCRETE ON PLANS
TO 95% TYP.
NOTES:
1. PROVIDE EXPANSION JOINTS AT 20. O.C., OR AS SHOWN ON
DRAWINGS.
2. EXPAND WIDTH OF MOWSTRIP WIDTH TO ENCOMPASS DOWNSPOUT
CLEANOUTS AS NEEDED TO ENSURE 6" CLEAR BETWEEN EDGE OF
CLEANOUT AND EDGE OF MOW STRIP IN ALL DIRECTIONS.
CONCRETE MAINTENANCE STRIP
P-RE1-03
P-RE1-10 \. v I/ P-RE1-17
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DATUM fans
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REVISION BY DATE APPR eP $"""Fp1.1N0L
OCITY OF
RENTON
Planning/Building/Public Works Dept.
R-4192131
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GLli6I
NEW ELEMENTARY SCHOOL #16
CHELAN AVE NE
RENTON, WA 98059
DETAILS
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