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EDGE OF
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DEN AND RESURFACE EXIST ACCESS
STREAMSIDE ROCKERY
ROAD AS SHOWN ON PLANS
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EXISTING ACCESS ROADWAY SURFACE
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VEGETATION AND INSTALL 10" MIN
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COMPACTED DEPTH (SHOULDER)
BALLAST MATERIAL CONFORMING TO
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APWA /WSDOT SECTION 9- 03.9(2)
UTILITY ACCESS ROAD RESURFACING DETAIL
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SCALE 3/8" = 1' -0"
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DRAINAGE PIPE c
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X00 5' MIN
PLAN
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)o RE- ESTABLISH DRAINAGE
FLOWLINE AND PLACE
QUARRY SPALLS AS SHOWN
2
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- --
------- - - - - --
DRAIN PIPE::�'r
4 " -8" QUARRY SPALLS
12" DEEP (MIN.)
SECTION AT FLOWUNE
NEW ROCK LINED INLET DETAIL 3
SCALE 3/8" = 1' -0" VA
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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
1 1' -10"
6 "0 SCH 80 STEEL
POST FILLED W/ CONC,
TYP EACH SIDE
73" SCH 40 STEEL PIPE
INGE FIXTURES W/ BOLT
THRU CENTER, THREE (3) EACH
ROADWAY SURFACE
PERe
C5
NEW ROADWAY FILL
MATERIAL, GRAVEL BARROW
EDGE OF EXISTING
ROAD
®
ACCESS
EDGE OF
WASHOUT
SEC. 9- 03.14(1)
STREAMSIDE ROCKERY
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WALL SEE
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DRAINAGE PIPE c
(NEW OR EXISTING, i
SEE PLAN)
X 0
-11
U0 0
O , COO
X00 5' MIN
PLAN
i
CL
)� EXCAVATE INLET AREA,
)o RE- ESTABLISH DRAINAGE
FLOWLINE AND PLACE
QUARRY SPALLS AS SHOWN
2
�1
5'
- --
------- - - - - --
DRAIN PIPE::�'r
4 " -8" QUARRY SPALLS
12" DEEP (MIN.)
SECTION AT FLOWUNE
NEW ROCK LINED INLET DETAIL 3
SCALE 3/8" = 1' -0" VA
*w'D ::r- ods
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
1 1' -10"
6 "0 SCH 80 STEEL
POST FILLED W/ CONC,
TYP EACH SIDE
73" SCH 40 STEEL PIPE
INGE FIXTURES W/ BOLT
THRU CENTER, THREE (3) EACH
ROADWAY SURFACE
PERe
C5
NEW ROADWAY FILL
MATERIAL, GRAVEL BARROW
EDGE OF EXISTING
ROAD
CONFORM W/ APWA /WSDOT
ACCESS
EDGE OF
WASHOUT
SEC. 9- 03.14(1)
STREAMSIDE ROCKERY
WALL SEE
C7
EXIST. STREAM BANK /
DO NOT DISTURB NEW BOULDER WEIR
SEE 2
NOTES: C8
EXACT LOCATION OF BOULDER
WEIRS TO BE DETERMINED IN THE
FIELD BY ENGINEER.
FOR CONSTRUCTION SEQUENCE AND
STREAM FLOW DIVERSIONS SEE
STREAM RESTORATION NOTES ON
SHEET G3.
ROAD WASHOUT REPAIR —
STREAM RELOCATION AREA 1
SCALE 1" = 10' -0" C27
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3 "x3 "x3/8" ANGLE IRON CUT
TO FIT W/ 1 1/2" HOLE THRU
TOP CENTER, TYPICAL WELDED
TO GATE
r WELD 3/8" PLATE TO GATE POST
GATE
1" 0x4" LONG
PIN W/ 1/2" HOLE
3/8" FROM BOTTOM
PADLOCK
FURNISHE
BY CITY -
13' -0"
3' -0" 1 3' -0" 1
0 GATE POST
3" 0 SCH 40 STEEL PIPE_
TOP OF GATE TO BE LEVEL
_0" 4
x
GALVANIZED
GALVANNIZEIZE D
STEEL 1 -
GUSSET
SUPPORTS
5' -0" 3" MIN
EXISTING ROAD SURFACE
18 "0 CONCRETE
FOOTING, TYP-\
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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. 54*7"15
NEW METAL SWING GATE DETAIL X21
SCALE 1/2" = 1' -0"
RECORD DRAWING
INS DRAYWIG HAS BEEN PREPARED
BASED ON 9*10INA7M COWUM
FROM 7W 0ON7RACTM AND OTHERS
By u,•o��
DA7E
HA(ID. COLLIER & WADE -
uwHGSSONE & ASSOCIA7E5, MIC.
C0N3IA.7= ENGNEM
4010 SWW WAY MOM
SEATRE, WAS SIGM =03
SCANNED UAR 2 8 M