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<6.5' MIN. —>
> 1' 1' F— 2.5' 1' 1' E
MIN MIN MIN MIN MIN
777:77-
FACE OF CURE OR
EDGE OF PAVEMENT
2' CLASS B`
CENTER LINE
OR LANE LINE
DETAIL RD-3
UNION AVE TRENCH RESTORATION
DETAIL
SCALE; NONE
3/9" EXPANSION
JOINTS
SEE NOTE 2 DRIVEWAY OR ALLEY
S.1°
15• p� N�k N, to
2.sti N r ip �°.
10130.hq "q•r.
k.
3/8" EXPANSION k
JOINTS — SEE NOTE I
SEE NOTE 2 � / \\�.; �-SIDE\✓ALK
ALTERNATE 2
WHEN SIDEWALK IS NEXT TD CURB
NOTE,
I. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10C/C. TiIEY SHALL.
NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL EXTEND 2-1/4" DEEP.
2,1/2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH
J. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED
4, ALL JOINTS SHALL BE CLEANED AND EDGED.
5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED
INTEGRAL WITH STANDARD CURB (SEE DETAIL "A").
6. SUBGRADE COMPACTION SHALL BE 95'/ MODIFIED PROCTOR.
DETAIL RD-2
DRIVEWAY APPROACH
NO SCALE
2T ACCESS EASEMENT
F 3' -�E 10,-
i
PAVEMENT C T k LN
EDGE EASOMENT
I '
I 20k mum
20%
\-- ACP CLASS 'E' OR B'
6" CRUSHED SURFACING
TOP COURSE
CRUSHED ROCK,
PLOWABLE FILL
OR
AS REQUIRED BY ENi INil-1
4' —�
1
PAVEMENT
EDGE i
\-4" COMPACTED DEPTH
CLASS "B" ASPHALT CONCRETE
\\-4" MIN. COMPACTED DEPTH
ASPHALT TREA1ED BASE
\-6" MIN. COMPACTED DEPTH
WASHED GRAVEL /." - 1 %"
\—COMPACTED SUBGRADE 95%
DETAIL RD-1
TYPICAL ROADWAY SECTION
VIEW LOOKING EAST
SCALE: NONE
4" THICK CEMENT CONCRETE SIDEWALK
3000 PSI AIR ENTRAINED
NOTE: SEE TESC PLAN FOR CONSTRUCTION ENTRANCE,
CLEARING; LIMITS AND OTHER TEMPORARY EROSION
SEDIMENTATION CONTROL REQUIREMENTS
GRADING PLAN
SCALE: 1 " — 20'
GRADING ELEVATION
AT ACC'. =S S EASEMENT C/L
G(_,A1 1- i" = 20' - 0" HORIZ.
i" = 10' - 0" VERT.
27' AC;CESS EASEMENT
20' WAVED)
AS BUILT
U032 aG
1.�.�IST�a�`
fto/ 0 4� ---A
395.0 -
390.0--
385.0-
380.0 -
4 3
FOUND MON. IN CASE, 4"x4"
j
CONCRETE W/1-3/4" PUNCHED
OF
w
Nj
BRASS DISK AT INTERSECTION
UNION AVE NE AN& NE 21S ST
cc, .
co�
I
CONTROL;NO. 716
CITY QF RENTON
FOUND MON. IN CASE, 4"x4"
CONCRETE W/1" PUNCHED BRASS
DISK AT INTERSECTION OF UNION
AVE NE AN& NE 19T" ST, 0.19' EAST
Of-- SECTION LINE
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RECOMMENDED
FOR APPROVAL
BY DATE
B DATE
BY DATE
BY DATE
BY DATE
lip,
SCANNLo Arm i✓ 2
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
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JA MES E HA YNIES, P. E.
1822 109T" Ave Ct E � G
Edgewood WA 98372 N a
Office (253) 568- 7724 0
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Cell (206) 715-5159
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