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MATERIAL, GRAVEL BARROW
SEE
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SEC. 9- 03.14(1)
WIDEN AND RESURFACE EXIST ACCESS
WEIRS TO BE DETERMINED IN THE
ROAD AS SHOWN ON PLANS
FIELD BY ENGINEER.
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8' MIN - 10' MAX
6" 0 GATE POST
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BACKSLOPE
STREAM RESTORATION NOTES ON
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STREAM RELOCATION, AREA 1 4
SCALE 1" =
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3" 4 SCH 40 STEEL PIPE-
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MOW DOWN AND BRUSH BACK EXISTING
VEGETATION AND INSTALL 10" MIN
COMPACTED DEPTH (SHOULDER)
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BALLAST MATERIAL CONFORMING TO
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APWA /WSDOT SECTION 9- 03.9(2)
UTILITY ACCESS ROAD RESURFACING DETAIL i
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SCALE 3/8" = 1' -0"
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DRAINAGE PIPE
(NEW OR EXISTING, i
SEE PLAN) / C
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-4- O _ D OOOO EXCAVATE INLET AREA,
- - - -10 ODOO �FLOWLINE AND PLACE GE
QUARRY SPALLS AS SHOWN
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QOO O
PLAN
2
I 1
S'
DRAIN PIPE
4 ° -8' QUARRY SPALLS
12" DEEP (MIN.)
SECTION AT FLOWLINE
NEW ROCK LINED INLET DETAIL
SCALE 3/8" = V -0" VA
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ROLL
ROADWAY SURFACE
PER(@
NEW ROADWAY FILL
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MATERIAL, GRAVEL BARROW
SEE
CONFORM W/ APWA /WSDOT
EDGE OF
SEC. 9- 03.14(1)
WASHOUT
WEIRS TO BE DETERMINED IN THE
FIELD BY ENGINEER.
INSTALL 3 RED REFLECTORS
W/ 1/4" GALV STEEL PLATES
WELDED OR BOLTED TO GATE
BARS. REFLECTORS TO FACE
VEHICLE ENTRANCE SIDE ONLY
CONCRETE CAP
6" 0 SCH 80
STEEL POST
I 1' -10"
6 "4 SCH 80 STEEL
POST FILLED W/ CONC,
TYP EACH SIDE
ff3"SCH 40 STEEL PIPE
WELDED STEEL HINGE FIXTURES W/ BOLT
THRU CENTER, THREE (3) EACH
EDGE OF EXISTING
ACCESS ROAD
STREAMSIDE ROCKERY
WALL. SEE 2
C7
EXIST. STREAM BANK /
DO NOT DISTURB
NEW
TOP CENTER, TYPICAL WELDED
SEE
NOTES:
EXACT LOCATION OF BOULDER
WELD 3/8" PLATE TO GATE POST
WEIRS TO BE DETERMINED IN THE
FIELD BY ENGINEER.
1" 0 x 4" LONG
FOR CONSTRUCTION SEQUENCE AND
6" 0 GATE POST
STREAM FLOW DIVERSIONS SEE
STREAM RESTORATION NOTES ON
SHEET G3.
ROAD WASHOUT
REPAIR —
STREAM RELOCATION, AREA 1 4
SCALE 1" =
10' -0" C2
3 "0"0/8" ANGLE IRON CUT
TO FIT W/ 1 1/2" HOLE THRU
TOP CENTER, TYPICAL WELDED
TO GATE
WELD 3/8" PLATE TO GATE POST
GATE
1" 0 x 4" LONG
6" 0 GATE POST
PIN W/ 1/2" HOLE
3/8" FROM BOTTOM
PADLOCK
FURNISHED
BY CITY
3" 4 SCH 40 STEEL PIPE-
13'-0"
TOP OF GATE TO BE LEVEL
3' -0" 1 3' -0" 3' -0"
1
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6"
GALVANIZED
� 1`
GALVANIZED
STEEL 1
GUSSET
SUPPORTS
5' -0" 3" MIN
EXISTING ROAD SURF ACE
18 "0 CONCRETE
FOOTING, TYP-,
NOTES:
GATE & POST CONSTRUCTION SHALL CONSIST OF HOT DIPPED
GALVANIZED STEEL PIPE. ALL CROSSBARS SHALL HAVE CONTINUOUS
FILLET WELD.
CONTRACTOR SHALL FIELD VERIFY DIMENSIONS & PROVIDE SHOP
DRAWINGS OF GATE & POST ASSEMBLY (INCLUDING HINGE &
LATCH FIXTURES) FOR APPROVAL BY CITY REPRESENTATIVE
PRIOR TO CONSTRUCTION.
ALL METAL & WELD JOINTS ASSOCIATED W/ GATE & POST
ASSEMBLY SHALL BE HOT DIPPED GALVANIZED STEEL &
GALVANIZED STICK TREATMENTS FOR JOINTS.
NEW METAL SWING GATE DETAIL 2
SCALE 1/2- = 1 ' -0" VA
S- ?16608
C �,• = ='��$ SCANNED SEP 13 2002
L /SF'G2 ss °rug ENG
EXPIRES 11/8/2002
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