HomeMy WebLinkAboutS-05031EEXISTING PAVEMENT
CROSS SECTION, VARIABLE
(APPROX. 6" CONCRETE)
REMOVE TO
GRADE-
CONCRETE PAVEMENT PAY LIMIT = 18 FEET
EXISTING DRIVING APPROX. APPROX.
SURFACE
EXISTING GRADE
VARIES MAXIMUM TRENCH WIDTH AT SURFACE VARIES
TO EXISTING APPROXIMATELY
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8" ACP ► ► 1 ON BOTH SIDES
SAW CUT 3" °
ON BOTH SIDES
N.E. 4TH STREET
TRENCH BACKFILL.
CONCRETE PAVEMENT RESTORATION SEE TRENCH DETAILS.
NOT TO SCALE
N.E. 3RD STREET
STATION 55 +753 TO 74 +50_D
SECTION 5 -04
61 +59_D O'RT TO 61+68_D 24' LT
SECTION 4-06
74 +29_D 0 RT TO 74+31D 24' LT
STATION 16+15D TO 23 +45_D
CRUSHED ROCK
RESTORE CURB AND CUTTER
HYDROSEED ALL DISTURBED
UNIMPROVED AREAS
¢ PAVEMENT
o
J
PAY LIMIT = 7 FEET °
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sm
M CURB AND GUTTER
EXISTING TRANSVERSE
12
EXISTING LONGITUDINAL
APPROXX 6 FEET �� a
16 w EXISTING GRADE
I
CONSTRUCTION JOINT
Ij
11
1NSTATC C TRTFTJOINTS
_
EVERY 12' MAXIMUM PER
MAXIM
DETAIL
1
INSTAII DOWFIS PER nFral
i2
/- INSTALL LONGITUDINAL CONSTRUCTION
r -AWED GROOVE, ?" WIDE (MIN)
CONCRETE PANEL , / AND ?" WIDE (MAX). FILL JOINT
WITH RUBBER ASPHALT FILLER
IAX
D 3"
TIE BARS ACP PAVING
#5 X 30" ON
18" CENTERS
LONGITUDINAL CONCRETE /ACP_
CONSTRUCTION JOINT DETAIL JOINT DETAIL
NOT TO SCALE NOT TO SCALE
SAWED GROOVE, ?" WIDE (MIN) SAWED GROOVE, ?" WIDE (MIN)
AND ?" WIDE (MAX). FILL JOINT AND ?" WIDE (MAX). FILL JOINT
TO WTHIN APPROXIMATELY ?" TO WITHIN APPROXIMATELY ?"
OF SURFACE OF SURFACE
D 4
D
D/2
DOWEL
1 ?" X 18" ON
12" CENTERS
TRANSVERSE TRANSVERSE
CONSTRUCTION JOINT DETAIL CONTRACTION JOINT DETAIL
NOT TO SCALE NOT TO SCALE
MAXIMUM TRENCH WIDTH AT THE SURFACE
OPEN CUT SECTION
DEPTH WIDTH
d > 12' 8.5'
8' < d < 12' 7'
d < 8' 6'
DEEP SECTION MANHOLES /BORE PITS
ALL DEPTHS 12'
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
'T2H2 ENGINEERING P.S. DATE
PROVIDE 3" ACP J
` ' „ %'Y�' �•
PROVIDE 6° ?' MINUS
CRUSHED ROCK
SELECT BACKFILL
N.E. 3RD STREET
SEE TRENCH DETAIL
SECTION 5 -04
NOT TO SCALE
SECTION 4-06
=PIPE BEDDING
STATION 16+15D TO 23 +45_D
CRUSHED ROCK
RESTORE CURB AND CUTTER
HYDROSEED ALL DISTURBED
UNIMPROVED AREAS
¢ PAVEMENT
o
J
PAY LIMIT = 7 FEET °
o z
sm
M CURB AND GUTTER
o
=CONCRETE PAVING
APPROXX 6 FEET �� a
16 w EXISTING GRADE
I
MATERIAL SPECIFICATION TABLE
MATERIAL
TECHNICAL SPECIFICATION
SELECT BACKFILL
SECTION 7- 17.3(3)
ACP (CLASS B)
SECTION 5 -04
_ a1: ATB
SECTION 4-06
=PIPE BEDDING
SECTION 7- 17.3(1)C
CRUSHED ROCK
SECTION 4 -04.2
TRENCH DAM
SECTION 7- 17.3(1)E
M CURB AND GUTTER
SECTION 8 -04
=CONCRETE PAVING
SECTION 5 -05
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APPROXIMATELY J
8” ACP
SAW CUT 3" DEEP
ON BOTH SIDES
PROVIDE 3° ACP
APPROXIMATELY J
8" ACP
SAW CUT 3" DEEP J
ON BOTH SIDES
PROVIDE 3" ACP
_-t— SAW CUT 3" DEEP
ON THIS SIDE
3' DEPTH PAVEMENT
PROVIDE 3° ACP GRIND ON THIS SIDE
\-- PROVIDE 3° ATB 12"
PROVIDE. 6' ?" MINUS
CRUSHED ROCK
- SEE TRENCH DETAIL
N.E. 3RD STREET
NOT TO SALE
STATION 10+59D TO 15+84D
PAVEMENT PAY LIMIT = 15 FEET
3 FEET �— MAXIMUM TRENCH WIDTH AT SURFACE 3 FEET
44"
1
DEPTH AS REQ'ID BY ENGINEER
EXISTING GRADE `
3° DEPTH PAVEMENT
GRIND ON BOTH SIDES
PROVIDE 3" ATB
SEWER TRENCH DAM
NOT TO SCALE
t--- MAXIMUM TRENCH WIDTH AT SURFACE-1
NOTE:
TRENCH DAMS ARE REQUIRED TO
PREVENT GROUND WATER MIGRATION
THROUGH THE PIPE BEDDING DURING
AND AFTER CONSTRUCTION. INSTALL
DAMS AT LEAST EVERY 300 FEET OR
AS DIRECTED BY THE ENGINEER.
IMPERMEABLE MATERIAL
PER SPECIFICATIONS.
DAMS SHALL BE 4' IN LENGTH
ALONG THE PIPE.
I-- A FIRM FOUNDATION
FOR THE SEWER PIPE-
PAVE
MENT CROSS SECTION,
SEE PAVEMENT RESTORATION
DETAILS.
NATIVE BACKFILL OR SELECT
BACKFILL IF REQUIRED BY
ENGINEER. SELECT BACKFILL
REQUIRED FOR MAPLE VALLEY
HIGHWAY CROSSING AND
CROSSINGS OF NE 3RD AND
NE 4TH STREETS.
SEWER PIPE.
�— PIPE BEDDING MATERIAL.
FOUNDATION MATERIAL,
IF REQUIRED BY ENGINEER.
TYPICAL TRENCH SECTION - OPEN CUT SECTIONS
NOT TO SCALE
HYDROSEED 4" TOP SOIL
L PROVDE 6° ?° MINUS i
CRUSHED ROCK
_ PROVIDE SELECT BACKFILL
x - - 8" ?" MINUS CRUSHED ROCK
SEE TRENCH DETAIL >;='
MAPLE VALLEY HIGHWAY, N.E. 3RD STREET, COMPACT TO 90%
AND N.E. 4TH STREET CROSSINGS SEE TRENCH DETAIL MAXIMUM DRY DENSITY
NOT TO SCALE MAINTENANCE ACCESS ROAD MH ERI -2 TO MH ERI -4
STATION 1T TO TO 3 D 29 ���
15 +84_D 26' RT TO 16 +15_D, NOT TO SCALE
2T +i6J.1 5'LT TO 27 +23� 29'LT, STATION 2 +10-B TO 6 +00-B
45 +79_D 5'RT TO 45 +79_ 27'RT
61+68D 31 D 24 T TO 61 +34 D 54'Li PAVEMENT PAY LIMIT = 10' MAX.
74 +3T� 24'LT TO 74 +3411 54'LT < 2" ACP
`o PAVEMENT PAY LIMIT = 12 FEET o
v EXISTING GRADE
° VARIES �-- MAXIMUM TRENCH WIDTH AT SURFACE -{ VARIES ° EXISTING ACP
77
4" MINUS CRUSHED ROCK
3° DEPTH PAVEMENT hk
GRIND ON BOTH SIDES SEE TRENCH DETAIL
x Yd
' PROVIDE 3" ATB - r
.;,
PROVIDE 6° MINUS
NORTH SIDE MAPLE VALLEY HIGHWAY TO MH ERI -2
?°
\ CRUSHED ROCK NOT TO SCALE
\ \_ STATION 0 +86_B TO 2 +103 CITY OF RENTON
N.E. 4TH STREET SEE TRENCH DETA L
NOT TO SCALE EAST RENTON SEWER INTERCEPT(
STATION 23+45D TO 55 +75D 92.079.0
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SICNED:
02/15/94 -
SCANNED 1UI 2 7 2001
RnIRMALL 173 0 23
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