HomeMy WebLinkAboutCEDAR RIVER TRAIL RELOCATION 1999NARCO SITE
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1500 ROUSER WAY NORTH, RENTON, WASHINGTON 98055
Prepared For:
City of Renton
COMMUNITY SERVICES ADMINISTRATION
Renton City Hall - 5th Floor
1055 South Grady Way
Renton, Washington 98055
(425) 430-6617
SHEET INDEX
Prepared by:
Hough Beck & Baird, Inc.
Seattle Washington 98121
1000 Lenora Street, Suite 516
(206) 682-3051
L-0
COVER SHEET- SHEET INDEX, ABBREVIATIONS, GENERAL NOTES,
LEGEND, VICINITY MAP & PROJECT KEY MAP
L-1
EXISTING CONDITIONS & DEMOLITION PLAN
L-2
EXISTING CONDITIONS & DEMOLITION PLAN
L-3
LAYOUT & GRADING
L-4
LAYOUT & GRADING
L-5
PLANTING PLAN, PLANTING SCHEDULE & PLANTING NOTES
L-6
PLANTING PLAN & DETAILS
L-7
CONSTRUCTION DETAILS
L-8
CONSTRUCTION DETAILS
S-1
SURVEY
EXISTING ASPHALT TRAIL
wA1ER Et>•=rATIGns T. _ C E 0 A R
,yER
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CITY HALL--�
VICINITY MAP
NORTH EXISTING ASPHALT TRAIL,-
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CEDARRIVER
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DIRT
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SHEETS L-2, L-4 & L-S
PROJECT KEY MAP
NOT TO SCALE
NOT TO SCALE
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>a1, PK IN ASPHALT
1 ¢evct ]s'Dac„�Yrca
EDGE OE ASPHALT W THE f1OD
ASPHALT AREA /
ABBREVIATIONS
LEGEND
GENERAL NOTES
&
AND
TYP.
TYPICAL
#
AT
NUMBER
W/
WITH
e DETAIL IDENTIFICATION
L-2
1. DRAWINGS BASED UPON A SURVEY DATED
RINGEL & ASSOCIATES
3-12-98 PROVIDED BY:
7.
DEMOLITION, CLEARING & GRUBBING, FILTER FABRIC & ROUGH GRADING
APPROX.
APPROXIMATE
HT.
HEIGHT
SHEET IDENTIFICATION
P.O. BOX 742
MUST BE INSPECTED & APPROVED BY THE CITY REPRESENTATIVE PRIOR TO
FT.
FEET/FOOT
BLDG.
BUILDING
CASCADE, IDAHO 83611
PROCEEDING W/ FINISH GRADING.
C.F.
CUBIC FEET/FOOT
SYM.
SYMBOL
��.H.°p'�
(208) 382-4230
CONC.
CONCRETE
QTY.
QUANTITY
EXISTING TREE TO REMAIN
8.
CONTRACTOR SHALL PROVIDE PROTECTION AS REQUIRED TO ALLOW EXIST'G
DRWG.
DRAWING
R
RADIUS
2. ANY DISCREPANCIES W/ DRWGS. AND/OR
SPEC'S & SITE CONDITIONS SHALL
VEGETATION TO REMAIN. PROVIDE TEMPORARY BARRIERS ETC., AS REQUIRED
EXIST'G
EXISTING
DIA.
DIAMETER
BE BROUGHT TO THE ATTENTION OF THE
CITY REPRESENTATIVE PRIOR TO
TO PROVIDE PROTECTION FROM CONSTRUCTION EQUIPMENT AND DRAINAGE OF
a-
CENTERLINE
S.F.
SQUARE FEETPROCEEDING
W/ CONSTRUCTION
SURFACE WATER OR T '
OTHER MATERIALS INTO THE EXIST'G VEGETATION AREAS.
CR
L.F.
CRUSHED ROCK
LINEAR FEET/FOOT
EA.
ST.
EACH
STREET
EXIST'G ASPHALT TO
REMAIN,
REMAIN, TYP. UNLESS
3. AVOID DAMAGE ABOVE & BELOW GROUND
TO EXIST'G. PLANT MATERIALS TO
SEE DRWGS. WHERE EXIST'G VEGETATION IS TO REMAIN. CITY REPRESENTATIVE
TO REVIEW TEMPORARY
MAX.
MAXIMUM
AVE.
AVENUE
OTHERWISE NOTED.
REMAIN.
BARRIERS PRIOR TO BEGINNING CONSTRUCTION.
MINIMUM
RD.
ROUND
4. ALL MATERIALS TO BE DISPOSED OF OFF
-SITE ARE TO BE DISPOSED OF IN A
9.
ALL CLEARING & GRADING CONSTRUCTION AROUND THE EXISTING TREES
O.
O.C..
ON CENTER
O.D.
OUTSIDE DIAMETER
LAWFUL LANDFILL & IN ACCORDANCE W/
GOVERNMENT REQUIREMENTS.
TO REMAIN SHALL BE LIMITED TO AVOID ANY DISTURBANCE OR DAMAGE
EQ.
SPEC'S.
EQUAL
SPECIFICATIONS
SHT.
SQ.
SHEET
SQUARE
54 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
UTILITIES PRIOR TO
TO THEIR ROOT STRUCTURE.
GALV.
GALVANIZED
GA.
GAUGE
BEGINNING CONSTRUCTION.
10.
THE CONTRACTOR SHALL FIELD STAKE; CLEARING & GRADING LIMITS ,
(-)
MINUS
EQUIVALENT
PROPOSED TEMPORARY TRAIL W/FENCE & PROPOSED TRAIL LOCATIONS.
DEG.
DEGREES
GAALL..
GALLON
'
6. IT IS THE CONTRACTORS RESPONSIBILITY
TO PROVIDE POSITIVE DRAINAGE IN
THE CITY REPRESENTATIVE SHALL REVIEW & APPROVE PRIOR TO
B&B
BALLED & BURLAPPED
JTS
JOINTS
ALL CONDITIONS. STANDING WATER AREAS
WILL BE RECONSTRUCTED AT
BEGINNING CONSTRUCTION.
CONT.
CONTAINER
N0.
NUMBER
CONTRACTOR'S EXPENSE.
OZ.
OUNCE
11.
PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE &
PERCENT
INSTALL ACCURATE SURVEY STAKES AT TWENTY-FIVE (25) FOOT INCREMENTS
REQ'D
REQUIRED
ALONG CENTER OF LINE OF NEW TRAIL. THE CONTRACTOR SHALL PROVIDE
SCHED
SCHEDULE
SURVEY TAPE & TAG ALL EXISTING TREES TO BE REMOVED.
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LAN P I
COLEEN R. HOUGH
CERTIFICATE NO. 318
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LANDSCAPE ARCHITECTURE
PLANNING
URBAN DESIGN
LENORA SQUARE
1000 LENORA STREET, SUITE 516
SEATTLE. WASHINGTON 98121-2757
206 682-3051
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CONTRACTOR SHALL COORDINATE - - . - �. - `_ N
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LOCATION W/ CITY OF RENTON
REPRESENTATIVE PRIOR TO
CONSTRUCTION.
SAW CUT EXIST'G
ASPHALT TRAIL.
SEE
ENTRANCE A
LAYOUT DETAIL L-7
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- BENCH MARK # 1 i ,
/ SEE SURVEY I L (.EXIST'G""'LOT
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PROVIDE & INSTALL TEMPORARY~ FENCE.
P: NO PART OF FENCE AND/OR FENCE
SUPPORTS SHALL BE IN CONFLICT W/
TRAIL. -USERS. REMOVE FENCE AT THE
SAME TIME AS TEMPORARY ASPHALT TRAIL
IS REMOVED. SEE SPEC'S
1 I
I
TEMPORARY TRAIL. MEET & MATCH EXIST'G —�
ROAD & TEMPORARY TRAIL ASPHALT WITH
SMOOTH TRANSITION.
REMOVE & DISPOSE OF TEMPORARY
ASPHALT TRAIL (TO SAW CUT) UPON
COMPLETION & APPROVAL OF
PERMANENT TRAIL RELOCATION. SEE
SHT. L-5 FOR LANDSCAPE PLANTING.
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EDGE OF ROAD
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ASPHALT TO
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EXIST'G CONDITIONS & DEMOLITION LEGEN
EXIST'G TREE TO BE REMOVED & DISPOSED OFF SITE
FILTER FABRIC FENCE, SEE SPEC'S
I REMAIN FOR
RELOCATION, SEE SHT. L-5 „ ',1ri ` Si_C)`
FOR LANDSCAPE PLANTING;:' I
4 I-,; TEMPORARY
0I •I TRAIL &
` i..�Ir ,(- _•l•E- ALSO TO
REMAIN UPON
ENTIRE EXISTING FOUR (4) FT. COMPLETION
HT. CHAIN LINK FENCE & OF PROJECT.
D EXISTING GATE AT ASPHALT ROAD
TO BE REMOVED & DISPOSED
OFF -SITE. CONTRACTOR TO
VERIFY LENGTH OF FENCE IN
FIELD BEFORE BIDDING. SURVEY
DRAWING DOES NOT SHOW
LENGTH OF FENCE TO BE
REMOVED.
ff4
��r"}'� Yf"�If EXIST'G ASPHALT TO BE REMOVED & DISPOSED OF OFF SITE
APPROX. LOCATION OF EXIST'G VEGETATION TO BE REMOVED
AND DISPOSED OFF —SITE. CONTRACTOR SHALL VERIFY LIMITS
OF DISTURBANCE W/ CITY REPRESENTATIVE PRIOR TO
CONSTRUCTION.
APPROX. LOCATION OF EXISTING VEGETATION AND ASPHALT(SAW-CUT) TO BE REMOVED
AND DISPOSED OFF -SITE FOR CONSTRUCTION OF TEMPORARY ASPHALT TRAIL, SEE SPEC'S
NOTE: SEE COVER SHT. FOR SHT. INDEX
ABBREVIATIONS, GENERAL NOTES, LEGEND,
VICINITY MAP & PROJECT KEY MAP
NORTH
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CERTIFICATE NO. 318
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LANDSCAPE
ARCHITECTURE
PLANNING
URBAN DESIGN
LENORA SQUARE
1000 LENORA STREET, SUITE
SEATTLE, WASHINGTON 98121-2757
516
206 682-3051
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LOT E 0 BE REMOVED & GR / / .r / EXIST'G TRAIL TO --'
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B� :EMC) ED BY CITY_
DISPOSED OFF E - OTHE MATERIALS ASSOCIATED V H `lI _. TO : / // , / _ _r
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LOCATION~ £fTY OF RENTON
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-- HALL FIELD VERIFY - /, .- -` •' .-F �,�- I �. � �.'- ,• �._- BY CITY PRIOR TO
T IA T./ R M V .-/ /ty F/^' I...,. ; -�: ;_i�. -I; / f.- REPRESENTATIVE
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ABBREVIATIONS, GENERAL NOTES, LEGEND,
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ABBREVIATIONS, GENERAL NOTES, LEGEND,
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PLANTING SCHEDULE
SYM. QTY. SCIENTIFIC/COMMON NAME
TREES
18 Pseudotsuga menziesii
DOUGLAS FIR (TREES)
200 Pseudotsuga menziesii
DOUGLAS FIR (SEEDLING)
SHRUBS
37 Rosa nutkana
NOOTKA ROSE
O 25 Rosa rugosa
RUGOSA ROSE
SIZE/REMARKS
2'-3' Ht.; Five (5) Gal. Cont.;
Straight trunk not sheared.
8"-10" Ht.; One (1) Gal. Cont.;
Straight trunk not sheared.
18"-21 " Ht.; B&B/Cont.;
Full & well branched.
18"-21 " Ht.; B&B/Cont.;
Full & well branched.
TRAIL
PLANTING DETAIL TYP.
PLANTING NOTES
1. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
COORDINATION WITH SUB —CONTRACTORS AS REQUIRED TO
ACCOMPLISH PLANTING OPERATIONS.
2. AVOID DAMAGE ABOVE AND BELOW GROUND TO EXIST'G. PLANT
MATERIALS TO REMAIN, TYP.
3. ALL AREAS OUTSIDE OF THE TRAIL DISTURBED BY EARTHWORK &
GRADING ACTIVITIES SHALL BE SEEDED, SEE SPEC'S
4. DOUGLAS FIR SEEDLINGS TO BE SPACED 8' FROM EACH OTHER
& 12' FROM EDGE OF TRAIL.
EROSION CONTROL
®
EROSION CONTROL SEED
SEE SPEC'S.
ADDITIVE ALTERNATE NO. ONE (1)
WILD FLOWER SEED MIX IN LIEU OF
EROSION CONTROL SEED
CRUSHED ROCK SCHEDULE
®-
CRUSHED ROCK
5/8" (—)
@ 4" DEPTH
— SIMILAR TO ASPHALT TRAIL & A
SHOULDER DETAIL
L-8
CRUSHED ROCK
3/8" (—)
@ 4" DEPTH.
EXCAVATE EXIST'G SOIL
TO ALLOW
TOP OF 3/8(—)
CRUSHED ROCK TO
BE FLUSH
W/ EXIST'G FINISH
GRADE.
Where quantities are not shown in the
Plant &
Crushed Rock
Schedules, the Contractor shall be responsible
for determining
plant &
crushed rock quantities to be used.
APPLY SEED MIX UPON COMPLETION OF
NEW TRAIL CONSTRUCTION AND REMOVAL
OF TEMPORARY TRAIL.
7VNOTE: SEE COVER SHT. FOR SHT. INDEX
ABBREVIATIONS, GENERAL NOTES, LEGEND,
ICINITY MAP & PROJECT KEY MAP
I If'11 V 1 1 1 `I V IJ L I !11 L- 1 I 1 \ L- (J / I
SECURITY FENCE SEE SHT. \
L-3 FOR LAYOUT
A SHRUB
L-6 PLANTING DETAIL, TYP.
TEMPORARY
FENCE
NORTH
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SCALE: 1 " = 20-0"
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SEATTLE, WASHINGTON 98121-2757
206 682-3051
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J _ I i� _ _ FINISH GRADE
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SCARIFY SURFACE OF
UNDISTURBED EXIST'G BACKFILL 1N/ 2/3 PLANTING SOIL & 1 /3
SOIL PRIOR TO EXISTING SOIL. THOROUGHLY WATER SETTLE
PLANTING PLANTING HOLE TO
BE 12" LARGER UNDISTURBED EXIST'G SOIL OR EXIST'G SOIL
THAN DIA. OF COMPACTED TO 85% MAX. DENSITY
SECTION ROOTBALL FOR
SHRUBS
SHRUB PLANTING DETAIL
NOT TO SCALE
24" MIN. MULCH
WATER RING
2" MULCH DEPTH
KEEP MULCH AWAY
FROM FOLIAGE
FINISH GRADE
FERTILIZER &
MOISTURE
POLYMERS,
THOROUGHLY
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SUBGRADE
SOIL
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or 12" MIN.
SCARIFY SURFACE OF
UNDISTURBED EXIST'G
SOIL PRIOR TO PLANTING
3' LENGTH WOOD
LATH FOR SEEDLING
MARKER - BURY
12" INTO BACKFILL
PLANT AT SAME
LEVEL AS GROWN
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BACKFILL W/ 2/3
PLANTING SOIL & 1 /3
EXISTING SOIL,
THOROUGHLY WATER
SETTLE
NOTE: SEE COVER SHT. FOR SHT. INDEX
ABBREVIATIONS, GENERAL NOTES, LEGEND,
VICINITY MAP & PROJECT KEY MAP
SEE SHT. L-5 FOR PLANTING & CRUSHED ROCK
SCHEDULES & PLANTING NOTES
NOTES:
1. MAINTAIN ROOT MOISTURE
BY KEEPING ROOTS
IMMERSED IN WATER
PRIOR TO PLANTING.
2. ROOT PRUNE AS
NECESSARY TO REMOVE
ALL DAMAGED OR BROKEN
ROOTS.
3. SET PLANTS PLUMB
WITH THE ROOTS SPREAD
OUT IN A NATURAL
POSITION.
4. HOLD PLANT FIRMLY
& PUDDLE (NOT
TAMP) THE BACKFILL
AROUND THE ROOTS WITH
WATER. SUFFICIENT
WATER SHALL BE
USED TO ENSURE
SATURATION OF THE
BACKFILL, BUT CARE
SHOULD BE TAKEN NOT
TO OVER —WATER,
CAUSING A FLOATING
SOIL MASS THAT
PREVENTS COMPACTION
AND MAY RESULT IN
AIR POCKETS ADJACENT
TO THE ROOTS.
DOUGLAS FIR TREE &
SEEDLING PLANTING DETAIL
NOT TO SCALE
NORTH
0 10 20 40
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1000 LENORA STREET, SUITE 516
SEATTLE, WASHINGTON 98121-2757
206 682-3051
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10' R . —'
3/8" (—) C.R. —J
TYP. SEE SHT.
L-5
5/8" (—) C.R. TYP. SEE
SHT, L-5
LOCATE LOCK OPEN
POST & FOOTING TYP. END
LOCATE AT TERMINUS POST
OF SWING GATE, TYP.
CITY REPRESENTATIVE
SHALL FIELD VERIFY
LOCATION PRIOR TO
INSTALLATION.
METAL SWING rD
GATE DETAIL L-7
LOCATE METAL SWING
GATE PERPENDICULAR
TO EXISTING ROAD.
CONTRACTOR SHALL
FIELD STAKE
LOCATION. CITY
REPRESENTATIVE
SHALL FIELD VERIFY
LOCATION PRIOR TO
INSTALLATION.
BENCH MARK #1
SEE SURVEY
0
EXIST'G ROAD
NEW RELOCATED
ASPHALT TRAIL
EXISTING
RELOCATED METAL
BOLLARDS, TYP,
SEE SHT. L-1
END POST
ALIGN PROPOSED FENCE WITH
BENCH MARK #1 PERPENDICULAR
TO EXIST'G TRAIL, CITY
REPRESENTATIVE TO APPROVE
PRIOR TO INSTALLATION
U 1 WOOD INFORMATIONAL
L-7) SIGN DETAIL
D WOOD FENCE DETAIL
L-7 TYP.
ENTRANCE
NOT TO SCALE
•
END POSTS
LAYOUT DETAIL
GALV. CAP
-6" DIA. SCHED. 80 STEEL POST
3" DIA. SCHED. 40 STEEL PIPE
-WELDED STEEL HINGE
FIXTURES W/ BOLT THRU CENTER
HINGE DETAIL TYP.
6" DIA. STEEL SCHED. -
80 POST FILLED W/
CONC. THREE (3)
WELDED HINGES, TYP.
BOTH SIDES.
4" CRUSHED
ROCK, TYP.
SEE PLAN -
COMPACTED -
SUBGRADE
METAL SWING GA
NOT TO SCALE
1" CHAMFER
(45°) —� 5
2'-0"
SQ.
GATE
3"x3"x3/8" ANGLE IRON CUT TO FIT W/
1 1 /2" HOLE THRU, TOP CENTER, TYP.
WELDED TO GATE
TWO 4", 1 " DIA. PINS
W/ 1 /2" HOLE 3/8" FROM BOTTOM
TWO LOCKS TO BE
PROVIDED BY CITY REPRESENTATIVE
MATF ni nSFn
I V I \ /--\ I I 1\ L/ V 1--\ L U I \/ 1 I I I\ L I I\ L J L I V I /-1 I I V LL I I\ 1 it 1\
TO CONSTRUCTION
3. ALL METAL & WELD JTS ASSOCIATED W/ GATE &
POST ASSEMBLY SHALL BE HOT DIPPED GALV.
STEEL. & GALV. STICK TREATMENT FOR JTS.
TE DETAIL
-METAL FLASHING
2" WIDE CONTINUOUS
(BROWN
2 "x 10" T
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& END
ATTAC H
3-1/2"G
SCREWS
6"x6" THE
MILL AS \
TREATED
6"x6" THE
TOP & B
ATTACH T
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LONG GAL
IRON, 6 B
PER ANGL
1 /2"x3-1
LAG BOLT
BOTH SIDE
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TYP. TOP & BOTTOM
OF GATE BARS
3" DIA. SCHED. 40 STEEL
TREATED 8"x8" POST
2"x2"x1/4"THICK GALV STEEL ANGLE BRACKET ATTACHED
3%10" CONTINUOUS W/ 3/8" GALV. LAG BOLTS W/
OVERSIZED WASHERS (FOUR (4) PER 3%10") & ATTACHED
TO 8"x8" W/ 3/8"X4" LAG BOLTS (FOUR (4) PER 3%10")
2"x4" TREATED SUPPORT - ATTACH
\—
TREATED 3"x10" W/ 1 "x3"x3" GALV. ANGLE BRACKET,
FOUR (4) TOTAL. ATTACH W/ 1 /4"
x 2" GALV. LAG SCREWS. ATTACH
7' 2"x4" TO 3"x 10" BOARDS W/
3-1/2" GALV. DECK SCREWS.
COLOR)
CUT
W/
PEQ'D
3"x10"
OTTO
0
S,
EQ. ZEQ.
/
REATED
TER JOINT
ALV. DECK
@12 O.C.
ATED RAIL
—
I
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°
ATED RAIL
°
M -
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8"x8"
4% 4"X 4"
°
I°
V. ANGLE
OLT HOLES
E IRON W/
/2" GALV.
TYP.
S
SLOPE CONC. FOOTING
AWAY FROM POST
@ 2% SLOPE, TYP.
CRUSHED ROCK
CONC. FOOTING
5/8"(-)
WASHED
GRAVEL
COMPACT
SUBGRADE
NOTES:
1. ALL WOOD CUTS SHALL BE TREATED W/ TWO
(2) COATS WOOD PRESERVATIVE PRIOR TO
FABRICATION, SEE SPECS.
2. EASE ALL EDGES OF WOOD TO REMOVE
BURRS
3. PRE -DRILL ALL HOLES TO AVOID WOOD
SPLITTING
WOOD
c NOT TO SCALE
DOG DISPENSER
REMOVED FROM EXIST'G
SIGN. CONTRACTOR TO
NSTALL. SEE NOTE
3ELOW.)
'ARK RULES (REMOVED
FROM EXIST'G SIGN.
CONTRACTOR TO INSTALL.
-_ITY REPRESENATIVE
SHALL APPROVE FINAL
SIGNAGE LOCATIONS &
MOUNTING TECHNIQUES
PRIOR TO INSTALLATION
2'— 0" SQ
TYP.
EQ.
SPACING
N
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TREATED 8"x8" POST
N
INFORMATIONAL SIGN DETAIL
GUSSET SUPPORT TYP.
+3,-6„
FIELD VERIFY
�- WELD 3/8" GATE
PLATE TO INTERLOCK
W/ ENDS OF GATE
IN OPEN POSITION
GATE OPEN
3"x12" TREATED RAIL
RAILS ON WEST SIDI_ VI I
1'-0" 5'-0" RAIL O.C., TYP.
EXTEND RAIL FLUSH
TO POST EDGE @
END POSTS
GALV. LAG BOLTS TYP.
o 0 0
CONCRETE COLLAR
SLOPE TO DRAIN, TYP.
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BE PROVIDED BY
OWNER
FINISH GRADE
CONC. FOOTING
EA. SIDE
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LOCK DETAIL
OPEN GATE
TREATED POST W/
ER TOP (45°)
OR RAIL TO
POST W/ THREE (3)
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BOLTS W/ OVERSIZED
WASHERS. PROVIDE
THREE (3) BOLTS @
EA. END OF RAIL.
PRE -DRILL HOLES
3"x8" TREATED FENCE POST
3%12" TREATED RAIL
FINISH GRADE OF CRUSHED
ROCK SURFACE
I I I 11 ;III ;III=1 III1111 I-1111'
NOTES:
1. EASE ALL EDGES OF RAILS TO
REMOVE BURRS
2. ALL WOOD CUTS SHALL BE TREATEC
W/ TWO (2) COATS WOOD PRESERVTIVE
PRIOR TO FABRICATION
3. PRE -DRILL ALL HOLES TO AVOID
WOOD SPLITTING
FENCE DETAIL
S TE OF
W INGT
R ISTE
LANDS E I
COLE U rHt00000l
CERTIFICATE NO. 318
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1000 LENORA STREET, SUITE 516
SEATTLE, WASHINGTON 98121-2757
206 682-3051
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----------------------------------------- ----
BURY BOTTOM OF
FILTER MATERIAL
IN 8"X 12" TRENCH
STEEL FENCE POSTS
ELEVATION
FILTER FABRIC
MATERIAL
2 "X 2' X 14 GA.
WIRE FABRIC OR 3/4"-1 -1 /2"
EQUIV. WASHED GRAVE
FILTER FABRIC
MATERIAL
USE WIRE RINGS TO
ATTACH FABRIC
TO WIRE STEEL FENCE
C1 DRYWELL DETAIL �Dl FILTER FABRIC FENCE DETAIL
NOT TO SCALE NOT TO SCALE
TRAIL -a mo RIVER
SECTION
GENERAL NOTES:
FASTEN THE WIRE MESH SUPPORT FENCE SECURELY TO THE
SECTION
UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY TIE WIRES OR HOG
RINGS. THE WIRE SHALL
EXTEND INTO THE TRENCH A MAXIMUM OF 4 INCHES AND SHALL
NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND
SURFACE.
FILTER FABRIC TO BE A NON WOVEN GEOTECHNICAL FABRIC WITH AN
EQUIVALENT OPENING SIZE OF U.S. STANDARD SIEVE NO. 70-100.
THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL
CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS.
WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED
TOGETHER ONLY AT A SUPPORT POST, WITHIN A MINIMUM 6-INCH
OVERLAP, AND SECURELY FASTEN BOTH ENDS TO THE POST.
THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW
WITH CONTOURS (WHERE FEASIBLE)
THE FILTER FABRIC FENCE INCLUDING WASHED GRAVEL SHALL BE
REMOVED AFTER THE COMPLETION OF THE NEW TRAIL
STATE OF
WASHINGTON
lAN G&PI T64I 11"
COLEEN R. HOUGH
CERTIFICATE NO. 318
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206 682-3051
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