HomeMy WebLinkAboutD-28841CVi
3
0
NEW DRIVEWAY 15%
GRADE MAXIMUM OR
AS REQUIRED.
SEE NOTE 1D —
SEE ASPHALT CONC.
DRIVEWAY SECTION
6" OF CEMENT CONCRETE —
(CL4000)' WITH #4 ® 12" O.C.
EACH DIRECTION
VARIES -SEE PLAN VIEW
DISTANCE AND WIDTHS OF DRIVEWAYS VARY
SEE PLAN VIEW
"AL ASPH. JOINT WITH
Z4000W AND SAND BLANKET
\W CUT EXISTING
BACK OF WALK
EXIST. GRADE VARIES
iii -7 � , --
EXCAVATED MATERIAL SHALL BE PAID
FOR UNDER THE UNIT PRICE BID FOR
ROADWAY EXCAVATION.
NOTES:
1D CONTRACTOR TO SLOPE DRIVEWAY
SHOULDERS AS REQUIRED.
ASPHALT DRIVEWAY REPAIR
NOT TO ',SCALE
DRIVEWAY WIDTH PER PLANS
EXISTING
GROUND
4" OF CRUSHED -
SURFACING TOP COURSE
(COMPACTED DEPTH)
FIRM AND UNYIELDING
SUBGRADE
CEMENT CONCRETE -DRIVEWAY SECTION
NOT TO 'SCALE
R� `IL' 178
VARIES - SEE PLAN VIEW
V
DISTANCE AND WIDTHS OF DRIVI
SEE PLAN 'VIEW
AW CUT EXISTING
VARY
OF WALK
6'
ASPHALT CONCRETE
CLASS B
3" CRUSHED SURFACING
TOP COURSE
FIRM AND UNYIEU)!NC
SUBGRADE
ASPHALT SIDEWALK TRANSITION SECTION
2" MIN. ASPHALT CONCF
CLASS "B" (COMPACTED
4" OF CRUSHED SURFACING TOP —
COURSE ROCK (COMPACTED DEPTH)
FIRM AND UNYIELDING
SUBGRADE
NOT TO SCALE
DRIVEWAY WIDTH PER PLANS
ASPHALT CONCRETE DRIVEWAY SECTION
NOT TO SCALE
o
w $
® 84
�N
Z N
NEW CONCRETE (?
LOWERED
CURB SECTION wo
fl v 12
CONSTRUCTION z
JOINT v : v 1
GUTTER
NOTE:
N
CONCRETE CURB END SECTION TO BE USED AT
ALL LOCATIONS WHERE NEW CURB DOES NOT MEET
EXISTING CURB, AT SIDEWALK TRANSITION SECTIONS
AND /OR AS REQUIRED IN THE FIELD
O' Y
CONCRETE CURB END SECTION m 3
NOT TO SCALE a z
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J : U, K IL
C N o U Q
z
0
5
w
D- 2499410
6' 6
CEMENT CONCRETE z
I it PAVEMENT
3• CRUSHED SURFACING c
TOP COURSE
FIRM AND UNYIELDING
SUBGRADE Jj� pro
Li
CEMENT CONCRETE SIDEWALK TRANSITION SECTION -
`o
P
NOT TO SCALE
ob v�r
w
r$a� e4yy.
t!1
Z
CLEAN AND TACK EDGE OF
a�
EXISTING PAVEMENT WITH CSS1 Z z < 3
MATCH EXISTING PAVEMENT o 3 0 w
SEAL JOINT WITH HOT PAVING Z jr IL J
EXISTING PAVEMENT ASPHALT (AR 40DOW) AND LL! Z W
APPLY SAND BLANKET. 00 F
2 < w
NEW ASPHALT CONCRETE CL "B" LL Z C
V) 0
No
X � :m
FIRM AND UNYIELDING R OMM NDE PPROVAL
SUBGRADE OR APPROVAL
g o/ W
By: Date: Z
CRUSHED SURFACING TOP COURSE. By Date: Q e ei
Fay: Deter. 4�a%
BUTT JOINT DETAIL BY: Date: SHEET: 27
NOT TO SCALE
0 1• 2 OF: 32
TWO INCHES' AT FULL' SCALE. JOB NO :: 00716
IF NOT, SCALE ACCORDINGLT DWG: r'DET- ROAD6_.
D - ?sd"u SCANNED MAR 2'8 2003
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EXIS�IGMRADE VARIE S FINISHED
GRADE
GRADE
NEW DRIVEWAY 15 %' GRADE
_� I I =MAXIMUM
OR AS REQUIRED
SEE NOTE (D
6" CEMENT CONCRETE`
(CL 4000) WITH LONGITUDINAL
EXCAVATED MATERIAL SHALL BE PAID
AND TRANSVERSE JOINTS
FOR UNDER THE UNIT PRICE BID FOR
REQUIRED EVERY 10 FEET
ROADWAY EXCAVATION.
(SEE ALSO CEMENT CONC.
DRIVEWAY SECTION DETAIL)
NOTE:
CONTRACTOR TO SLOPE DRIVEWAY SHOULDERS AS REQUIRED.
CEMENT CONCRETE DRIVEWAY REPAIR
NOT TO SCALE
6'
ASPHALT CONCRETE
CLASS B
3" CRUSHED SURFACING
TOP COURSE
FIRM AND UNYIEU)!NC
SUBGRADE
ASPHALT SIDEWALK TRANSITION SECTION
2" MIN. ASPHALT CONCF
CLASS "B" (COMPACTED
4" OF CRUSHED SURFACING TOP —
COURSE ROCK (COMPACTED DEPTH)
FIRM AND UNYIELDING
SUBGRADE
NOT TO SCALE
DRIVEWAY WIDTH PER PLANS
ASPHALT CONCRETE DRIVEWAY SECTION
NOT TO SCALE
o
w $
® 84
�N
Z N
NEW CONCRETE (?
LOWERED
CURB SECTION wo
fl v 12
CONSTRUCTION z
JOINT v : v 1
GUTTER
NOTE:
N
CONCRETE CURB END SECTION TO BE USED AT
ALL LOCATIONS WHERE NEW CURB DOES NOT MEET
EXISTING CURB, AT SIDEWALK TRANSITION SECTIONS
AND /OR AS REQUIRED IN THE FIELD
O' Y
CONCRETE CURB END SECTION m 3
NOT TO SCALE a z
} � n
J : U, K IL
C N o U Q
z
0
5
w
D- 2499410
6' 6
CEMENT CONCRETE z
I it PAVEMENT
3• CRUSHED SURFACING c
TOP COURSE
FIRM AND UNYIELDING
SUBGRADE Jj� pro
Li
CEMENT CONCRETE SIDEWALK TRANSITION SECTION -
`o
P
NOT TO SCALE
ob v�r
w
r$a� e4yy.
t!1
Z
CLEAN AND TACK EDGE OF
a�
EXISTING PAVEMENT WITH CSS1 Z z < 3
MATCH EXISTING PAVEMENT o 3 0 w
SEAL JOINT WITH HOT PAVING Z jr IL J
EXISTING PAVEMENT ASPHALT (AR 40DOW) AND LL! Z W
APPLY SAND BLANKET. 00 F
2 < w
NEW ASPHALT CONCRETE CL "B" LL Z C
V) 0
No
X � :m
FIRM AND UNYIELDING R OMM NDE PPROVAL
SUBGRADE OR APPROVAL
g o/ W
By: Date: Z
CRUSHED SURFACING TOP COURSE. By Date: Q e ei
Fay: Deter. 4�a%
BUTT JOINT DETAIL BY: Date: SHEET: 27
NOT TO SCALE
0 1• 2 OF: 32
TWO INCHES' AT FULL' SCALE. JOB NO :: 00716
IF NOT, SCALE ACCORDINGLT DWG: r'DET- ROAD6_.
D - ?sd"u SCANNED MAR 2'8 2003
r _
F �FN