HomeMy WebLinkAboutD-2817364
3
-
S ROAD
SLOPE VARIES
SEE CURB AND GUTTER DETAIL THIS SHEET
SEE PLAN
8'
EXISTING GROUND
BROOM FINISH
SLOPE VARIES
SLOPE TO DRAIN
SEE PLAN
114 "PER
f R
\
� \ I
EXISTING GROUND
\
4" PCC SATISFACTORY FILL
A
�
SIDEWALK LEVEE EMBANKMENT
i
'A'
IF WITHIN MINIMUM LEVEE
IF
2" CLASS ON
'E"
4° BASE SECTION.
SEE PCC EXTRUDED CURB 6' CLASS ON
COURSE
DETAIL THIS SHEET.
6' CRUSHED GRAVEL
SIDEWALK ON RIGHT
SIDE OF ROAD ONLY FROM
STA PRO 1 +87 TO 2 +90 MEET
rvlcnue
PARK ROAD SECTION q
NOT TO SCALE C -33
EXTRUDED ASPHALT 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.
1/4'
13/16"
TOOLED EDGE (TYP) FIBERBOARD JOINT FILLER
SECTION- CURB AND SIDEWALK JOINT
NOT TO SCALE
5-1/2"
ti
6 -1 2" ^dry
TYPICAL PCC CURB AND GUTTER DETAIL
NOT TO SCALE
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
EXISTING PAVING
SAW CUT FULL DEPTH TO BE REMOVED AND TACK COAT
i _ ro a I.N1LE
' EDGE OF EXISTING PAVEMENT EXISTING AC a 400 METER
PAVEMENT
NEW AC PAVING _ _ _ Mx�
NEW BASE COURSE 12° MIN 12" MIN J G 12
C1
■ EXISTING BASE MATERIALS a
TOPSOIL
7� AND SEED
JOINT BETWEEN NEW AND EXISTING FLEXIBLE PAVEMENTS GRAVEL BASE COURSE
NOT TO SCALE
1/4 MILE MARKER DETAIL
NOT TO SCALE
■ aYM %
4 3
LL 176
a
2
12' —WHITE STRIPING (TYP)
24'
12'
TYPICAL CROSSWALK DETAIL
NOT TO SCALE
FILTER FABRIC MATERIAL 2X2X14GA WARE FABRIC
USE STAPLES OR WIRE OR EQUIVALENT
RINGS TO ATTACH FABRIC
TO WIRE q Fl C -46
II
N II
II
ai r.
II II
II II
N II II
II II
Li
I_ 6' MAX I
2X4 WOOD POSTS, STANDARD OR
EQUAL ALTERNATE: STEEL FENCE
POSTS
CII T 171 7 N('F
NOTE-
PLACE SILT FENCE BETWEEN
CLEARING LIMIT AND RIVER
TO PREVENT UNCONTROLLED
RUNOFF FROM ENTERING RIVER.
REMOVE 3 WEEKS AFTER LEVEE
HAS BEEN SEEDED.
FILTER FABRIC MATERIAL
2X2X14GA WIRE FABRIC
OR EQUIVALENT
LAY FABRIC ON THE SURFACE En
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
DETAIL q
NO SCALE C -46
Ell
REVISIONS
DESCRIPTION Ili � DAiE OY
MODIFIED PER AS-MILT [WORMAiION ICI 7/29M I 9y
TRAIL OVERHEAD LIGHTING NOTES:
1. POLES SHALL BE LAMINATED, PRESSURE TREATED
TIMBER, PACIFIC COAST DOUGLAS FIR. THE PRESSURE
TREATMENT SHALL BE PER AWPA STANDARDS P8, P9
AND C -28. POLES SHALL MEET NEMA DEFLECTION
REQUIREMENTS FOR 10OMPH WINDS INCLUDING A 1.3
GUST FACTOR. ABOVE GROUND MOUNTING HEIGHT
SHALL BE 20 FEET AND TOTAL HEIGHT 24.5 FEET.
THE CROSS SECTIONSHALL BE 5- 1/8 INCH WIDE AND
4 -1/2 INCH THICK. THE FINISH SHALL BE SMOOTH.
2. POLE INSTALLATION 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 CONDUIT
SHALL BE RUN BETWEEN ACCESS HOLE AND JUNCTION
BOX INSTALLED 3 FEET FROM THE POLE.
3. JUNCTION 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 REINFORCEMENT. THE COVER SHALL
BE SUITABLE FOR 8000 POUNDS SERVICE LOAD WITH
'ELECTRIC' LOGO., 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 CONDUIT BETWEEN JUNCTION
BOXES AND TWO TIMER /METER BOXES, ONE NEAR THE
STADIUM ALONG THE TRAIL AND OTHER NEAR REST
ROOMS. THE CONDUIT SHALL BE INSTALLED 24 INCH
BELOW GRADE MINIMUM AND STUBBED UP INTO JUNCTION
BOXES AND METER/TIMER BOXES. USE RIGID STEEL
FE ❑WS OR CONCRETE ENCASEMENT FOR STUB -UP T❑
PROVIDE RIGIDITY. PROVIDE METAL DETECTION TAPE
A FOOT BELOW GRADE AND ABOVE CONDUIT.
6. PROVIDE 2 #8 AND 1 #10 GROUND WIRE IN CONDUIT/
JUNCTION 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
JUNCTION BOX. GROUND WIRES SHALL BE USED FOR
GROUNDING ALL METAL PARTS.
7. EXISTING LIGHT FIXTURES SHALL BE REMOUNTED ON
POLES AND CONNECTED TO WIRES /CIRCUITS PER
EXISTING CONNECTIONS. FIXTURES ARE 100WATT,
0.52 AMPS 240 VOLT WITH H38 LAMP.
8. ALL ELECTRICAL WORK SHALL COMPLY WITH NFPA 70,
NATIONAL ELECTRICAL CODE, 1996 EDITION, STATE
AND LOCAL CODES.
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AS -BUILT
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
Y M��i,;ii(n
OD � B -99 -0017 E- 19 -1 -70 98DEC03 C -46
A •D Es .
D . >.r tt45u Pvm C � SuEEi 53
2 n ' F' �6 SCANNED SEP 13 2002
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