HomeMy WebLinkAboutC060.0 - DETAILS24"
A-A
Section B-B Section A-A
Diagram 1: Bicycle Rack Type
Mounting Surface
Diagram 2: Bicycle Parking Location and Design
BICYCLE PARKING DETAIL
(NO SCALE)
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Know what's below.
before you dig.Call
R
STEVEN SCOTT RUCKER P.E. 11300279
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NOTE:
1/2" BIT. EXPANSION JOINT IN CURB EVERY 10 FT.
6"
REFER TO PLANS
FOR SURFACE
AND GRADE
6"
2'
6"
#5
B
A
R
S
3"
F
R
O
M
T
O
P
AN
D
B
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O
M
PAVEMENT
COMPACTED
BASE ROCK
0.25"R
1"R
P.C.C. BARRIER CURB
(NO SCALE)
SEE PLAN FOR SLOPE - NO TOLERNACE
NOTE:
PROOFROLL SUBGRADE WITH LOADED DUMP TRUCK. REMOVE AND
REPLACE UNSUITABLE MATERIAL AS DIRECTED BY THE INSPECTOR.
2.
0
"
M
I
N
.
2.
0
"
M
I
N
.
BITUMINOUS BASE COURSE OR APPROVED EQUAL
SURFACE COURSE
6" NOMINAL DEPTH
COMPACTED BASE ROCK
PREPARED SUBGRADE
DO NOT OVER-BUILD
TOP OF BASE ROCK
(NO SCALE)
ASPHALT PAVEMENT
8"
NOTES:
1.MATCH EXISTING STREET GRADE IN OVERDIG AREA.
2.SEE PLAN SHEET FOR PROPOSED SPOT ELEVATIONS.
1"
B
U
L
L
N
O
S
E
MIN 8" COMPACTED
BASE ROCK
GUTTERLINE (BEYOND)
4000 PSI CONCRETE WITH
FIBER MESH REINFORCEMENT
(NO WELDED WIRE FABRIC)
1.0' OVERDIG
EXISTING BASE ROCK
MATCH EXISTING OVERING
PAVEMENT SECTION
(O
P
T
I
O
N
-
R
E
F
E
R
TO
P
L
A
N
)
CONCRETE ENTRANCE APRON
(NO SCALE)
5" CLASS "B" CONCRETE
WITH FIBER MESH REINFORCEMENT
(NO WELDED WIRE FABRIC)
PREPARED SUBGRADE
(TYPICAL)
MINIMUM
4" COMPACTED
BASE ROCK
CONCRETE SIDEWALK PAVEMENT
(NO SCALE)
NOTE: INLETS ON THIS SHEET ARE TO BE USED IN
LOCATIONS WHERE STANDARD OPEN THROAT INLETS
CAN NOT BE USED, IN PAVED TRAFFIC WAY AND IN
LIMITED EASEMENTS.
(2) 30" x 15" GRATES
STANDARD 2 GRATE INLET SEAT STANDARD 2 GRATE INLET SEAT
ADAPTER RING STANDARD 42" DIA. CONE SECTION
2 GRATE INLET INLET MANHOLE BASE
SQUARE 2 GRATE INLET
ADJUST TO FINAL
GRADE WITH BRICK
WORK (MIN. 11")
3/4" MORTAR BED
NOTE: DETAIL SHOWN FOR PRIVATE CONSTRUCTION USE
ONLY.
3/4" MORTAR BED
APPROVED PATENTED
COMPRESSION TYPE
JOINT
33 1/4"
SQUARE
APPROVED
MASTIC JOINT
APPROVED PATENTED
COMPRESSION TYPE
JOINT
TWO GRATE INLET DETAIL
(NO SCALE)
8" CLASS "B" CONCRETE
WITH FIBER MESH REINFORCEMENT
(NO WELDED WIRE FABRIC UNLESS NOTED)
PREPARED SUBGRADE
(TYPICAL)
REFER TO PLANS FOR SLOPES
NOTES:
1.WHERE SUBGRADE AND EXISTING BASE ROCK ARE SHOWN TO BE
REMOVED AND REPLACED, COMPLACT SUBGRADE PER SPECIFICATIONS
AND ENSURE THAT A MINIMUM OF 6" DEPTH OF BASE ROCK IS INSTALLED.
2.ADD FIBRILLATED POLYPROPYLENE FIBERS-1.5LBS. PER CUBIC YARD OF
CONCRETE MIX
EXISTING
RE-GRADED
AND
COMPACTED
BASE ROCK
HEAVY DUTY CONCRETE PAVEMENT
SEE PLAN
18
"
30
"
12"
SLOPE
2'-6"
8"
5"
FACE OF WALL BEYOND
#4 x 36" DOWELS @ 12" cc
MIDWAY BENEATH EXISTING SLAB DEPTH
NEW SIDEWALK SLAB
COURSE GRANULAR FILL W/ GEOTEXTILE FABRIC BOTTOM & SIDES
2-#4 CONT.
#4 @ 18"cc
NEW FF SLAB
NEW CONCRETE PAVEMENT SLAB
ADJACENT TO NEW DOORWAY THRESHOLD
12" LENGTH OF EMBED
NEW DOORWAY THRESHOLD
INTEGRAL CURB OR
APPROVED ALTERNATE
BARRIER CURB
INTEGRAL WALK AND CURB DETAIL
2.0% MAX. SLOPE
CLASS "A" CONCRETE
SCORE
PAVEMENT
1/8"RAD.
(NO SCALE)
VARIES (SEE PLANS)
1" RAD.
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
MIN. 4" COMPACTED
#53 STONE BASE
SCALE:
SCALE:
SCALE:
ADA SYMBOL DETAIL
CURB INLET SUMP DETAIL
DOWNSPOUT WYE DETAIL
SCALE:
2-GRATE INLET WITH SIDE INTAKE DETAIL