HomeMy WebLinkAboutD-288418i
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I V -0'
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SOD INSTALLATION (OR
BARK MULCH WHERE
INDICATED ON PLANS.) 2
SEE NOTE 2 1
6" COMPACTED DEPTH
TOPSOIL TYPE A J 1
2
4" THICK CONC. SIDEWALK (TYP.)
4" COMPACTED DEPTH CRUSHED —
SURFACING TOP COURSE
CEMENT CONCRETE ROLLED CURB -
SEE SHEET 25 FOR PAVING
DETAIL AT CURB.
2" COMPACTED DEPTH
ASPHALT CONC. CLASS "B"
EXTEND 1' BEYOND TRENCH SECTIOI
6" COMPACTED DEPTH
ASPHALT CONC. CLASS °8'
6" COMPACTED DEPTH
CRUSHED SURFACING
TOP COURSE
30' -0
w
0 1 -0"
4' -0" r VARIES (SEE
SIDEWALK I TRAVEL
2.
R/W, NE 7TH STREET fL
OR SIDE STREET 1
/ '[Js��
SAW CUT LINE
w
R /W, MONROE AVE NE
ORK
NOTES:
1. SAWCUT EXISTING PAVEMENT FULL DEPTH.
4. 2' -0" MIN. 6' -0" MAX. DIMENSION
2. ALL DISTURBED AREAS THAT ARE NOT
I _
�—
SODDED OR COVERED WITH BARK MULCH
NOTES:
1. SAWCUT EXISTING PAVEMENT FULL DEPTH.
6•
I 1
FERTILIZED, AND MULCHED.
I SIDEWALK
ANE I
TRAVEL VEL LANE
2. ALL DISTURBED AREAS THAT ARE NOT
AREAS WHERE ROLLED CURB IS CALLED
FUTURE
SODDED OR COVERED WITH BARK MULCH
I
SHALL BE HAND OR HYDRO SEEDED,
I
SEE NOTE 4
FERTILIZED, AND MULCHED.
1
7' (TYP.)
I
TRENCH
I
VARIES (45' MIN.)
SEE 3
_VARIES-
2
1 SEE PLAN
SEE NOTE 2
--
_2% MIN.
°
J 1
uo
2 "
00
2 TOPSOIL TYPE A
EXIST. CONC. SIDEWALK,
CURB, AND GUTTER (TYP.)
2' COMPACTED DEPTH
SAW CUT LINE-��
SEE NOTE 1
ASPHALT CONC CLASS "B"
SURFACING TOP COURSE
6' COMPACTED DEPTH
ASPHALT CONC. CLASS "B'
6' COMPACTED DEPTH
CRUSHED SURFACING
TOP COURSE 'AND /OR
PAVEMENT GRINDINGS
TYPICAL STREET CROSS - SECTION C
MONROE AYE NE'
FROM STA. 44+00 TO STA. 68 +50
NOT TO SCALE
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I
SOD INSTALLATION (OR
BARK MULCH WHERE
INDICATED ON PLANS.) 2
SEE NOTE 2 1
6" COMPACTED DEPTH
TOPSOIL TYPE A J 1
2
4" THICK CONC. SIDEWALK (TYP.)
4" COMPACTED DEPTH CRUSHED —
SURFACING TOP COURSE
CEMENT CONCRETE ROLLED CURB -
SEE SHEET 25 FOR PAVING
DETAIL AT CURB.
2" COMPACTED DEPTH
ASPHALT CONC. CLASS "B"
EXTEND 1' BEYOND TRENCH SECTIOI
6" COMPACTED DEPTH
ASPHALT CONC. CLASS °8'
6" COMPACTED DEPTH
CRUSHED SURFACING
TOP COURSE
30' -0
w
0 1 -0"
4' -0" r VARIES (SEE
SIDEWALK I TRAVEL
2.
R/W, NE 7TH STREET fL
OR SIDE STREET 1
/ '[Js��
SAW CUT LINE
SAWCUT LINE SEEED(CMD11' BEYOND TRENCH
ORK
NOTES:
1. SAWCUT EXISTING PAVEMENT FULL DEPTH.
4. 2' -0" MIN. 6' -0" MAX. DIMENSION
2. ALL DISTURBED AREAS THAT ARE NOT
SHALL A MINIMUM TRENCH WIDTH
NECESSARY FOR INSTALLATION 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
FUTURE
FOR ON THE PLANS.
TYPICAL STREET CROSS - SECTION D
NOT TO SCALE
R �iLL 1.7
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.
R /W, NE 7TH STREET
iw
30' -O'
IJ
13
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16' -0"
6"
4' -0"
I�
TRAVEL LANE
SIDEWALK
I
I
FUTURE
VARIES
I
I SOD INSTALLATION (OR
I OVERLAY
SEE NOTE 4
2 BARK MULCH WHERE
NOTE
2%
1T- I INDICATED' ON PLANS.)
--- - - - - -- - - --
SEE 3
_VARIES-
SEE NOTE 2
--
- - --
°
1
6" COMPACTED DEPTH
o 0
2 TOPSOIL TYPE A
4" THICK CONC. SIDEWALK (TYP.),
4' COMPACTED DEPTH CRUSHED
SURFACING TOP COURSE
SAW CUT LINE
SEE NOTE 1 CEMENT CONCRETE BARRIER
SAWCUT LINE TO EXTEND 1' BEYOND TRENCH WORK CURB &GUTTER
2" COMPACTED DEPTH
ASPHALTICONC. CLASS "B°
EXTEND TO 1' BEYOND TRENCH SECTION.
6" COMPACTED DEPTH
TYPICAL STREET CROSS - SECTION A' ASPHALT CONC. CLASS "B'
FROM STA. 4 +00 TO STA. 23 +00
6" COMPACTED DEPTH
FROM STA. 27+00 TO STA. 37 +50 CRUSHED SURFACING
TOP' COURSE
NOT TO SCALE
R /W, NE 7TH STREET j
30' -0'
4' -0° 16' -0' (SEE NOTE
SIDEWALK I I TRAVEL LANE
BARK MULCH WHERE I 2
INDICATED ON PLANS.) -I1 27
SEE NOTE 2
0 0
6" COMPACTED DEPTH J j
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
VARIES I I FUTURE
SEE NOTE 5 I I OVERLAY
SEE NOTE 4
VARIE
SAW CUT L'NE
SEE NOTE 1
SAWCUT LINE TO EXTEND 1' BEYOND TRENCH WORK
TYPICAL STREET CROSS - SECTION S
FROM STA. 38 +80 TO STA. 41 +30
NOT TO SCALE
0 5
F R �.
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.
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Date:
Date: SHEET: 23
1- 2" OF. 32
TWO INCHES AT FULL' SCALE. , JOB NO.: 00716
'IF NOT, SCALEI ACCORDINGLY DWG: RWSECI
01D__ `tD - 2cF'3'f� III' SCANNED MAR.2 8 ZM3