HomeMy WebLinkAboutD-288436Swp •
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NEW DRIVEWAY 15%
GRADE MAXIMUM OR
AS REQUIRED.
SEE NOTE 1D
SEE ASPHALT CONC.
DRIVEWAY SECTION
VARIES - SEE PLAN VIEW
IF
DISTANCE AND WIDTH OF DRIVEWAYS VARY
IF
SEE PLAN VIEW
SEAL ASPH. JOINT WITH
AR4000W AND SAND BLANKET
SAW CUT EXISTING
REAM ELJMOI M FROIIA DEEM
GMs "•/m
6" OF CEMENT CONCRETE
(CL4000) WITH
EACH DIRECTION
4" OF CRUSHED
SURFACING TOP COURSE
(COMPACTED DEPTH)
FIRM AND UNYIELDING
SUBGRADE
VA
EXIST. GRADE VARIES
3
0
BACK OF WALK
��- FlNISHED GRADE
EXCAVATED MATERIAL SHALL BE PAID
FOR UNDER THE UNIT PRICE BID FOR
ROADWAY EXCAVATION.
NOTES:
lO CONTRACTOR TO SLOPE DRIVEWAY
SHOULDERS AS REQUIRED.
ASPHALT DRIVEWAY REPAIR
NOT TO SCALE
DRIVEWAY WIDTH PER PLANS
EXISTING
GROUND
VARIES - SEE PLAN VIEW
DISTANCE AND WIDTHS OF DRIVEWAYS VARY
SEE PLAN VIEW �
_ SAW CUT EXISTING
� ' ' L I I EXIST GRADE VARIES
NEW DRIVEWAY 1576 GRADE, — I I—
MAXIMUM OR AS REQUIRED _ — =
SEE NOTE 1O
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:
lO CONTRACTOR TO SLOPE DRIVEWAY SHOULDERS AS REWIRED.
CEMENT CONCRETE DRIVEWAY REPAIR
NOT TO SCALE
s'
ASPHALT CONCRETE
CLASS B
• e • �e oo � o• a eo
SURFACING
SUBGRADE •••••_�•,•••
ASPHALT SIDEWALK TRANSITION SECTION
NOT TO SCALE
2" MIN. ASPHALT CONCRETE
CLASS "B' (COMPACTED DEPTH) DRIVEWAY WIDTH PER PLANS
4" OF CRUSHED SURF
COURSE ROCK (COMP
FIRM AND UNYIELDING
SUBGRADE
F;:sl%bi ;i ■ l� wl wool,
► ► a 91 AN 47ANAW:01 I OC ►
BACK OF WALK
FINISHED
GRADE
6' (TYP. )
NEW CONCRETE LOWERED
CURB
SECTION
CONSTRUCTION ° 12
JOINT . ° 1.
law
GUTTER s ° . °
NOTE:
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
CONCRETE CURB END SECTION
NOT TO SCALE
,/-- CEMENT CONCRETE
�i PAVEMENT
• e • w • •• w o� a •o
SURFACING
E
SUBCRADEW �W••�
CEMENT CONCRETE SIDEWALK., TRANSITION SECTION
NOT TO SCALE
CLEAN AND TACK EDGE OF
EXISTING PAVEMENT WITH CSS1
MATCH EXISTING PAVEMENT
SEAL JOINT WITH HOT PAVING
ASPHALT (AR 4000W) AND
EXISTING PAVEMENT Z APPLY SAND BLANKET.
J
H
� NEW ASPHALT CONCRETE CL "8"
a
(n
- - --
vlFje4dL w
AS -BUILT
6L* A&A41644i
� FIRM AND UNYIELDING
SUBGRAOE
CRUSHES SURFACING TOP COURSE.
BUTT JOINT DETAIL
NOT TO SCALE
ROLL 1 9�7 FR 297
RE�OIrIvFN FOR APPROVAL
By �► �"� Date: y
By: Date: GANI MI
By __ Date:
8Y Dote:
0 1" 2'
Twin 004ES AT FULL SCALE.
IF VT, SCALE ACCORDINGLY
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