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NOTES:
1. SAWCUT EXISTING PAVEMENT FULL DEPTH.
2. ALL DISTURBED AREAS THAT ARE NOT
SODDED OR COVERED WITH BARK MULCH
SHALL BE HAND OR HYDRO SEEDED,
FERTILIZED, AND MULCHED..
6"
-®" 5'-0"
SIDEWALK
7
`=Lj 1
2
30'-0"
2% MIN'
TRAVEL LANE
R/W, MONROE AVE NE k
7' (TYP.)
TRENCH q
VARIES (4.5' MIN.)
SEE PLAN
EXIST. CONC. SIDEWALK,—V
CURB, AND GUTTER (TYP.)
2" COMPACTED DEPTH SAW CUT LINE
SEE NOTE 1
ASPHALT CONC. CLASS "B"
6" COMPACTED DEPTH
ASPHALT CONC. CLASS "B"
6" COMPACTED DEPTH
CRUSHED SURFACING
TOP COURSE AND/OR
PAVEMENT GRINDINGS
TYPICAL STREET CROSS-SECTION C
MONROE AVE NE
FROM STA. 44+00 TO STA. 68+50
NOT TO SCALE
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J
� I
I
it—on
I SIDEWALK
i
SOD INSTALLATION (OR -
BARK MULCH WHERE
INDICATED ON PLANS.) ° 2
SEE NOTE 2 1 2% „
6" COMPACTED DEPTH
TOPSOIL TYPE A
2
4" THICK CONC. SIDEWALK (TYP.)
4" COMPACTED DEPTH CRUSHED
SURFACING TOP COURSE
CEMENT CONCRETE ROLLED CURB
SEE SHE1=T 25 FOR PAVING
DETAIL AT CURB.
2" COMPACTED DEPTH
ASPHALT CONC. CLASS "B"
EXTEND 'I' BEYOND TRENCH SECTION
6" COMPACTED DEPTH
ASPHALT CONC. CLASS "B"
6" COMPACTED DEPTH
CRUSHED SURFACING
TOP COURSE
—Ls
30'-0"
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i
1-0" 1-0"
4'-0" i t r
2' MIN.
MATCH
EXIST.
R/W, NE 7TH STREET
OR SIDE STREET i
VARIES (SEE NOTE 3
TRAVEL LANE
SAW CUT LINE
SAWCUT LINE SE)EENMED11' BEYOND TRENCH OORK
NOTES:
1. SAWCUT EXISTING PAVEMENT FULL DEPTH. 4.
2'-0" MIN. 6'-0" MAX. DIMENSION
SHALL BE MINIMUM TRENCH WIDTH
2. ALL DISTURBED AREAS THAT ARE NOT
NECESSARY FOR INSTALLATION OF THE
SODDED OR COVERED WITH BARK MULCH
NEW STORM DRAIN. ALL SAWCUT LINES
SHALL BE HAND OR HYDRO SEEDED,
SHALL BE APPROVED IN THE FIELD BY
FERTILIZED, AND MULCHED.
THE ENGINEER PRIOR TO CUTTING.
3. THIS SECTION APPLIES TO ISOLATED
AREAS WHERE ROLLED CURB IS CALLED
FOR ON THE PLANS.
TYPICAL STREET CROSS-SECTION D
NOT TO SCALE
NOTES:
1. SAWCUT EXISTING PAVEMENT FULL DEPTH.
2. ALL DISTURBED AREAS THAT ARE NOT
SODDED OR COVERED WITH BARK MULCH
SHALL BE HAND OR HYDRO SEEDED,
FERTILIZED, AND MULCHED.
3. AT SOME LOCATIONS FINISHED PAVEMENT
MAY SLOPE TOWARDS CENTERLINE.
WHEN PAVING IN THE VICINITY OF A
STORM DRAIN FEATHER ASPHALT AS
NECESSARY TO DIRECT RUNOFF TO
DRAIN.
4• 2'-0" MIN. 6'-0" MAX. DIMENSION
SHALL BE MINIMUM TRENCH WIDTH
NECESSARY FOR INSTALLATION OF THE
NEW STORM DRAIN. ALL SAWCUT LINES
SHALL BE APPROVED IN THE FIELD BY
THE ENGINEER PRIOR TO CUTTING.
j R/W, NE 7TH STREET
30'-0"
16'-0"
TRAVEL LANE
6"
4'-0"
SIDEWALK
' FUTURE I VARIES � SOD INSTALLATION OR
OVERLAY SEE NOTE 4
SEE NOTE 3 Ad
----- I VARIES..-
1'-0"
SAW CUT LINE
SEE NOTE 1
SAWCUT LINE TO EXTEND 1' BEYOND TRENCH WORK
TYPICAL STREMET CROSS-SECTION A
FROM STA. 4+00 TO STA. 23+00
FROM STA. 27+00 TO STA. 37+50
NOT TO SCALE
1'-0" 6
1 4 -0»-
SIDEWALK
SOD INSTALLATION (OR
BARK MULCH WHERE I 2
INDICATED ON PLANS.)
SEE NOTE 2
o 0 0 0
6" COMPACTED DEPTH
TOPSOIL TYPE A 2
4" THICK CONC. SIDEWALK (TYP.)
4" COMPACTED DEPTH CRUSHED
SURFACING TOP COURSE
CEMENT CONCRETE
BARRIER CURB & GUTTER
2" COMPACTED DEPTH
ASPHALT CONC. CLASS "B"
EXTEND TO 1' BEYOND TRENCH SECTION.
6" COMPACTED DEPTH
ASPHALT CONC. CLASS "B"
6" COMPACTED DEPTH
CRUSHED SURFACING
TOP COURSE
30'-0"
R/W, NE 7TH STREET
16'-0" (SEE NOTE
TRAVEL LANE
SEE NOTE 5 OVERLAY
SEE NOTE 4 ,VARIES,,_ _
L J `
VARIES FUTURE
SAW CUT LINE
SEE NOTE 1
SAWCUT LINE- TO EXTEND V BEYOND TRENCH WORK
TYPICAL STREET CROSS-SECTION B
FRONT STA►. 38+80 TO STA. 41+30
NOT TO SCALE
2
BARK MULCH WHERE
NOTES:
1. SAWCUT EXISTING PAVEMENT FULL DEPTH.
2. ALL DISTURBED AREAS THAT ARE NOT
SODDED OR COVERED WITH BARK MULCH
SHALL BE HAND OR HYDRO SEEDED,
FERTILIZED, AND MULCHED.
3. FROM STA. 38+00 TO STA. 41+30 CURB
ALIGNMENT IS GIVEN AS A DIRECT
OFFSET FROM CONTROL STATION LINE
NOT CENTERLINE OF RIGHT-OF-WAY OF
NE 7TH STREET. SEE CURB TABLES ON
SHEETS 12 AND 13.
4. AT SOME LOCATIONS FINISHED PAVEMENT
MAY SLOPE TOWARDS CENTERLINE.
WHEN PAVING IN THE VICINITY OF A
STORM DRAIN FEATHER ASPHALT AS
NECESSARY TO DIRECT RUNOFF TO
DRAIN.
5. 2'-0" MIN. 6'-0" MAX. DIMENSION
SHALL BE MINIMUM TRENCH WIDTH
NECESSARY FOR INSTALLATION OF THE
NEW STORM DRAIN. ALL SAWCUT LINES
SHALL BE APPROVED IN THE FIELD BY
THE ENGINEER PRIOR TO CUTTING.
RECOMMENDED FOR APPROVAL
By: Date: 30 O
By: Date: c
BY: Date:
BY� Date:
0 1" 2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
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SHEET: 23
OF: 32
JOB NO.: 00716
DWG: RWSECI
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