HomeMy WebLinkAboutC803 General DetailsI L rr\C.r VICP /ICU
JOINT FILLER
WIDTH VARIES (SEE PLAN)
TRANSVERSE JOINT
C-0" BETWEEN
TRANSVERSE JOINT
1 PR
�rINIT III I �R
TRANSVERSE JOINTS
DATE:
03/01 /04
PROJECT NO.:
4702.002
DRAWN BY:
RDR
CHECKED BY:
ALF
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
N: \4K \4702 \002 \dwgs \020604 \C803
XREF: N: \4k \4702 \002 \dwgs \020604 \Titlel.dwg
SHEET NO.:
C803
J
NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
SYMBOL DETAIL
COMPACTED
SUBGRADE
D
NO SCALE
A
PAINTED HANDICAP
0 0 0 0 0 0 0 o 0 O 0
O 0 0 o 0 o 00 0
C803
G
t>
SECTION J- J
PLAIN CONCRETE
SECTION K -K
CONCRETE ISLAND DETAIL
(REF. INDOT ROAD STANDARDS SHEET ME)
1 -1/2" H.A.C. 9.5 MM. SURFACE COURSE
3" H.A.C. 12.5 MM INTERMEDIATE MIXTURE #9
8" #53 STONE
PREPARED SUBGRADE PER INDOT No. 207
TYPICAL PAVEMENT SECTION
C803
(HEAVY DUTY)
0 0 0 0 0 0 0 0 0 0 0
0 0 o 0 O 0 0 0 0 0 0 0 0 0 0
0 I a 0 0 o
/i. /2/ /2A/2/ i //i i /2/// /i ,//s. ////////A A
5" CONCRETE PAVEMENT
6" GRANULAR FILL (MIN.)
PREPARED SUBGRADE PER INDOT No. 207
SCORING PATTERN SHALL BE 10'x10' GRID
EXPANSION JOINTS SHALL BE PROVIDED 50'x50' GRID
HANDICAPPED PARKING SIGN
8'
HANDICAPPED
TYP.
n
COMPACTED
SUBGRADE
CONCRETE PAVEMENT SECTION (ALTERNATE)
HANDICAP PARKING STALLS
J
PAVEMENT
/-PAVEMENT
Cr
o.
4�
COMPACTED FILL
0
4" WIDE
BLUE STRIPE
L�
8'
HANDICAPPED
TYP.
—8' FOR VAN ACCESSIBLE
1 1/2"R
PAVEMENT -N
NO SCALE
MAX. 1:12 SLOPE
SEALED
EXPANSION
JOINT
SEE PLAN
O
N
8"
SECTION A-A
2- 2'LONG #3 BARS, EACH CORNER
PLAN
'1
CONCRETE 2500 PSI MIN
6X6X10/10 WWF
SECTION
PLAN VIEW
SEE PLAN
6'-0"
�!I
III I I I=1 11=
CONCRETE CURB
WHEELCHAIR RAMP DETAIL
ASPHALT PAVING
CONCRETE DUMPSTER PAD
NO SCALE
2' —O"
MIN. TO
CURB
n
STOP SIGN INSTALLED IN
LANDSCAPE AREA
GRASS
I II IEII IIE I E
...V&,11 I I E I I 1 I El I H
{11
IIt =III I`I� II
III =IIr
10"
X =WIDTH OF SIDEWALK
X IF X< 48" THEN
SLOPE OF FLARED
SIDE SHALL NOT
EXCEED 1:12
MOWING EDGE
CONCRETE FOOTING
�a-
''1 =1II:
whix
0
0
w
w
CC
U-
w
0
4" MIN. I I I I I I I
TRAFFIC SI GN AGE
PAVEMENT
NO SCALE
GRANULAR
BACKFILL
VARIABLE
n
LJ
18"
CONCRETE
3000 PSI
1 1/2"r
o o o
i m p
0. 0.
0 0. 0
O °d L
0
O o
ROUNDED CONCRETE CAP
4" DIAMETER STEEL FENCE POST
FILLED WITH CLASS A CONCRETE
EXISTING ASPHALT PAVEMENT
OR GRASSED AREA
BOLLARD DETAIL
C803
HANDICAP, NO PARKING SIGN
INSTALLED IN PARKING LOT.
HANDICAP LOCATIONS 2 —SIDED
WHERE STALLS FACING.
2" STEEL PIPE, ROUND OR SQUARE,
SET IN CONCRETE
6" STEEL PIPE FILLED W/ CONCRETE
7 YELLOW PAINT IN ACCORDANCE WITH
12" DIAMETER, CLASS A CONCRETE PIER
CONCRETE FOOTING
r A
AVA
i
rAr r ATM',
AV
TRANSVERSE EXPANSION JOINTS
1/2"r
(D.C.A.M. 12 -02)
909.04
PAVING BASE
\i
'BACKFILL,
a
EXISTING
GROUND
3" OF TOP SOIL
STRAIGHT CONCRETE CURB DETAIL e
TYPE V
GEO -BLOCK UNIT
(OR EQUAL)
SEE SPECIFICATIONS a
(02780)
GRADE
CURB JOINT DETAIL
COMPACTED
SUBGRADE
100'
PAVEMENT
HANDICAP PARKING SIGN DETAIL
TURF
A X
1!� Y '7 Y 1T i l.f w
aleaS>
16' WIDE EMERGENCY
ACCESS DRIVE DETAIL
CONCRETE WALK
SLOPE:
1/4" PER FOOT
SCORE 1/4" R
12"
RESERVED
PARKING
VAN
ACCESSIBLE
"VAN ACCESSIBLE" TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE.
TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
TYPICAL CELL SIZE
3.1" x 3.2"
TOPSOIL
2"
6"
BOTTOM OF CURB
6" CONC. CURB
6" #53 STONE
SUBGRADE
p
6" D a
CONCRETE CURB AND WALK
1 1/2" R
D
GREEN ILLUMINATING TAPE (LETTERS)
BLUE ILLUMINATING TAPE (SYMBOL BLOCK)
WHITE ILLUMINATING TAPE (BACKGROUND)
TOP OF CURB
4
-GREEN ILLUMINATING TAPE (BORDER)
D p
'D
C
G
PAVEMENT
R
GREEN ILLUMINATING TAPE (ARROW)
NO SCALE
G
R
Q
2' -0"
BACKFILL
NO SCALE
TAPERED CURB END DETAIL
\so�
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
48' -0" BETWEEN EXPANSION JOINTS (MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL 16
c
C803
100% CONSTRUCTION DOCUMENTS
DATE: �.sl j®
THIS DRAWING AND THE ID AS, DESIGN AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
Q COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
‘b
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrision
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www. schneidercorp. corn
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RATIO ARCHITECTS, INC.
INDIANAPOLIS, IN