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2
SLOPE VARIES
SEE PLAN
EXISTING GROUND
SEE PCC EXTRUDED CURB
DETAIL THIS SHEET.
10"
6 ROAD
R'
E CURB AND GUTTER DETAIL THIS SHEET
8'
BROOM FINISH SLOPE VARIES
SLOPE TO DRAIN SEE PLAN
1 /4 PER 1" R
EXISTING GROUND
4" PCC SATISFACTORY FILL
SIDEWALK OR LEVEE EMBANKMENT
2" CLASS "A" ON 4" BASE IF WITHIN MINIMUM LEVEE
SECTION.
6" CLASS "E" ON COURSE
6" CRUSHED GRAVEL
SIDEWALK ON RIGHT
SIDE OF ROAD ONLY FROM
STA PRD 1+87 TO 2+90 MEET
EXISTING.
EXTRUDED S N LT OR
PCC CURB
NO SCALE
B
CURB, AND SIDEWALK NOTES:
1. A DUMMY JOINT CONSISTING OF 3/8 " OR 1 /4 X 2" PREMOLDED
JOINT MATERIAL SHALL BE PLACED IN CURB AT A MINIMUM OF 15 FOOT
INTERVALS. WHEN CURB IS PLACED BY SLIP -FORMING, A PREMOLDED
STRIP TO 1 /2 " THICK AND UP TO FULL DEPTH MAY BE USED.
2. EXTRUDED CEMENT CURB SHALL BE ANCHORED TO EXISTING PAVEMENT
BY EITHER TIE BARS OR ADHESIVE IN CONFORMANCE WITH WSDOT/APWA
STANDARD SPECIFICATION SECTION 8-04.
3. EXTRUDED ASPHALT CURB SHALL BE ANCHORED BY MEANS OF A TACK
COAT OF ASPHALT IN ACCORDANCE WITH WSDOT/APWA STANDARD
SPECIFICATION SECTION 8-04.
EXISTING PAVING
TO BE REMOVED
EDGE OF EXISTING PAVEMENT
NEW AC PAVING
•. �_� �L� ���
atm
NEW BASE COURSE 12" MIN
/1
i
_ SAW CUT FULL DEPTH
AND TACK COAT
12" MIN
EXISTING BASE MATERIALS
EXISTING AC
PAVEMENT
I VVLLV LVVL 1 Ir�
4 1 A 9)
I IULI\UVl11\V VV„V , I ,LLER
SECTION- CURB AND SI EWN LK JOINT
NOT TO SCALE
5-1 2"
[77
CIV
6-1/2"
JOINT BETWEEN NEW AND F XISTI�(l FLEXIBLE PAVEMENTS
NOT TO SCALE
g ill F 11I wll� M,l � - n
DETAIL SHOWS EXISTING MARKER CONSTRUCTION.
CONTRACTOR SHALL REMOVE AND RESET MARKERS
AS SHOWN OR REPLACE WITH APPROVED EQUAL IF
DAMAGED.
24"
MARBLE PLAQUE SET IN PCC
G �
a a
o
ISLE in
400 METER - r;
n G
12"
Ln
CV G
C-0
G �
t�oL w\
GRAVEL BASE COURSE
TOPSOIL
AND SEED
1 /4 MICE MARKED DETAIL
NOT TO SCALE
12"
24'
12"
8'—on
NOT TO SCALE
FILTER FABRIC MATERIAL
USE STAPLES OR WIRE
RINGS TO ATTACH FABRIC
TO WIRE
Lr:
2X2X14GA WIRE FAI
OR EQUIVALENT
WHITE STRIPING (TYP)
'A'
C- 46
2X2X14GA WIRE FABRIC
OR EQUIVALENT
II
II
II
II
u
6' MAX I
�,4 WOOD POSTS, STANDARD OR
EQUAL ALTERNATE: STEEL FENCE
POSTS
SILT FENCE
NO SCALE
N OTE:
PLACE SILT FENCE BETWEEN
CLEARING LIMIT AND RIVER
TO PREVENT UNCONTROLLED
RUNOFF FROM ENTERING RIVER.
REMOVE 3 WEEKS AFTER LEVEE
HAS BEEN SEEDED.
fv
LAY FABRIC ON THE SURFACE J
ON UPHILL SIDE AND
PROVIDE 3/4 " — 1.5"
WASHED GRAVEL BACKFILL „
ON BOTH SIDES OF FENCE 12 MIN
2X4 WOOD POST
ALT: STEEL FENCE POST
FTIL A
NO SCALE �46
REVISIONS
SYMBOL ZONE DESCRIPTION DATE B1'
MODIFIED PER AS -BUILT INFORMATION 7/2001 JLM
TRAIL OVERHEAD LIGHTING NOTES:
1, POLES SHALL BE LAMINATED, PRESSURE TREATED
TIMBER, PACIFIC COAST D❑UGLAS FIR, THE PRESSURE
TREATMENT SHALL BE PER AWPA STANDARDS P8, P9
AND C-28, POLES SHALL MEET NEMA DEFLECTI❑N
REQUIREMENTS FOR 10OMPH WINDS INCLUDING A 1.3
GUST FACTOR. ABOVE GROUND M❑UNTING HEIGHT
SHALL BE 20 FEET AND TOTAL HEIGHT 24.5 FEET,
THE CROSS SECTI❑NSHALL BE 5— 1/8 INCH WIDE AND
4-1/2 INCH THICK, THE FINISH SHALL BE SMOOTH,
2. POLE INSTALLATI❑N SHALL BE PER MANUFACTURER'S
REQUIREMENT, USING CONCRETE AT LEAST 24 INCHES
DIAMETER AROUND THE POLE AND BETWEEN GRADE AND
TO THE BOTTOM OF THE POLE, 1 INCH PVC C❑NDUIT
SHALL BE RUN BETWEEN ACCESS HOLE AND JUNCTI❑N
BOX INSTALLED 3 FEET FROM THE POLE,
3, JUNCTI❑N BOX SHALL BE INSTALLED NEAR EACH POLE
FOR SPLICING OF CONDUCTORS. THE BOX SHALL BE
WATERTIGHT, TESTED IN ACCORDANCE WITH NEMA 4,
MATERIAL SHALL BE POLYMER CONCRETE AND HEAVY
—WEAVE FIBERGLASS REINF❑RCEMENT, THE COVER SHALL
BE SUITABLE FOR 8000 POUNDS SERVICE LOAD WITH
"ELECTRIC" L❑G❑,, GASKETED, WITH 3/8 INCH 16—NC
HEX BOLTS W/GASKET AND PULL SLOT, THE BOX SIZE
SHALL BE 21-5/8 INCH LONG-11 5/8 INCH WIDE 8 59/64
INCH DEEP WITH OPEN BASE.
5, INSTALL 1 INCH PVC C❑NDUIT BETWEEN JUNCTI❑N
BOXES AND TWO TIMER/METER BOXES, ONE NEAR THE
STADIUM ALONG THE TRAIL AND OTHER NEAR REST
ROOMS, THE C❑NDUIT SHALL BE INSTALLED 24 INCH
BELOW GRADE MINIMUM AND STUBBED UP INT❑ JUNCTI❑N
BOXES AND METER/TIMER BOXES. USE RIGID STEEL
ELBOWS OR CONCRETE ENCASEMENT FOR STUB —UP TO
PR❑VIDE RIGIDITY. PR❑VIDE METAL DETECTI❑N TAPE
A FOOT BELOW GRADE AND ABOVE C❑NDUIT,
6, PR❑VIDE 2#8 AND 1 #10 GROUND WIRE IN C❑NDUIT/
JUNCTI❑N BOXES FOR USE AS FEEDER WIRE THE
WIRES TO FIXTURE MOUNTED ON POLE SHALL BE 2#12
AND 1#12 GROUND. CONNECT EACH #12 PHASE WIRE
TO #8 VIA 1 AMP IN —LINE WITERTIGHT FUSE AT THE
JUNCTI❑N BOX. GROUND WIRES SHALL BE USED FOR
GR❑UNDING ALL METAL PARTS,
7, EXISTING LIGHT FIXTURES SHALL BE REMOUNTED ON
POLES AND CONNECTED TO WIRES/CIRCUITS PER
EXISTING C❑NNECTI❑NS. FIXTURES ARE 100WATT,
0,52 AMPS 240 VOLT WITH H38 LAMP.
8, ALL ELECTRICAL WORK SHALL COMPLY WITH NFPA 70,
NATI❑NAL ELECTRICAL CODE, 1996 EDITI❑N, STATE
AND LOCAL CODES.
Cli
o-2sn3t,
Ifs H I� lil
-. IIII i
IF SHEET IS LESS THAN 32" X 21 IT IS A
REDUCED PRINT, REDUCE SCALE ACCORDINGLY
U.S. ARMY ENGINEER DISTRICT, SEATTLE
CORPS OF ENGINEERS
SEATTLE, WASHINGTON
LOWER CEDAR RIVER FLOOD CONTROL
LEVEES & FLOODWALLS
CIVIL DETAILS VII
RENTON WASHINGTOP
SIZE INVITATION NO. FILE NO. DATE: PLATE
D B-99-0017 E-19-1-70 98DEC03 C-46
DS,,N. PWN CHK. SHEET 53
Swp -2 7 -2
4 3
r OMPUTER
A IDED
D E-N 8
D RAFTING
1
d' SCANNED SEP 13 2W2