pe1644a21 (2)1�
DRAINAGE INLETS SHALL BE OUTSIDE THE
W HEELCHAIR .
1. I C FILL IJ # FOR
.
THE WHEELCHAIR RAMP SHAL BE MOVED
TYPE *AT — 30 CUBIC YARDS MIN. TOILS
.AWAY FROM THE CR TO AVON
TYPE * CUBIC YARDS MIN. / 56 TONS
CONFLJCTS WITH HYDRANTS, POLES, INLETS
PLAN
� E
OR S SPECIFIED C RD PLANS
OR OTHER ES, EXCEPT ERE STREET
GRADE EXCEEDS 49.
2. SPEC BACKFILL MATERIAL FOR DR ELLS SHALL CO O
3.
IF THE �IEELC R PICT BE
ICED GRAVEL ED FROM 1* TO r WITH A MAXIMUM OF S
SING THE U.S. o. DD SCREEN, MEASURED BY EJGHT.
ACCORDING TO NOTE MUST E LC
WITH CROSSWALK, TIDE P U VE
r @�
A MAXIMUM OF 10% OF THE AGGREGATE, MEASURED BY EIGHT,
�TRU
COARSE SURF BY THE APPROVED TIDE CU
�r �
Y RE CRUSHED OF F ROCK. THE REMAINING 0 S HALL
E T'l3 L�° RIPIC UNFRACTIJRED MATERIAL
E
.
RAMP TEXTURING IS TO B E DONE WITH AN EXPANDED
I
3. CONCRETE SLAB SHALL BE CLASS 3000 CONCR
METAL GRID PLACED AND REMOVED FROM WET CONCR
TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG
p
AXIS OF THE D P S E 1 DEED
S.
D 1 ID
CURB RAMP DESIGN * OR * BE SPECIFI
IN THE CONTRACT PLANS DR SPECIAL PROVISIONS.
.
S.
CURB PS S RE POURED I WITH
��
I
SOUTH �D WEST
SIDEWALK D S ISOLATED E
.
JOIAr MATERIAL ON ALL SIDES. EXCEPT AT THE
SIDE ADJACENT TO THE ROADWAY.
7.
WHERE CONSTRUCTED ON STRAIGHT CURS, DESIGN
D IMENSIONS REMAIN THE SAME AS SHOWN.
I
TOP OF CURB A°F FIS SHOWN PLANS ARE
PROJECTE TOP OF CURB ELEVATIONS THROUGH
WH EELCHAIR RAMP AREA.
I
PONES a
I
WIN
f
ELECTRIC
0
SEWE
SPECIAL
C U R B
IN
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