HomeMy WebLinkAboutC803 General DetailsDATE:
04/02/04
1
1
4
REI INVESTMENTS, INC
300 N MERIDIAN ST., SUITE 200
DRAWN BY:
RDR
CHECKED BY:
ALF
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
5: \1211 \020\dwgs\0803
XREF: S:\1211\020\dwgs\Titlel.dwg
SHEET NO.:
C O3
MEIN
DATE:
04/02/04
PROJECT NO.:
1211.020
DRAWN BY:
RDR
CHECKED BY:
ALF
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
5: \1211 \020\dwgs\0803
XREF: S:\1211\020\dwgs\Titlel.dwg
SHEET NO.:
C O3
I
MOWI G E1k
PAVEMENT
5' -0"
HANDICAPPED
Jrjr INSIALLITD IN
LAND:"'-CAP'S .A.PEA
',TALE)
EXPANSION
JOINT
C )NCRE fE FOO 'Mu
HANDICAP PARKING STALLS
TRAFFIC SIGNAGE ii
Hi A ALE
LU
17.
A
1=1
LH!,
MAX. 1 SLDPE
L rri
CONCRETE
CURB
SECTION A-A
r--8" OR AS B TAPGET
4L-0" MINIMUM
CONCRETE CURB TAPERED
DOWN TO GRADE AT RAMP
HANDICAP, NO PARKING
INSTALL ED IN
HANDICAP LOCA
ALLS F ACM.
PIPE, POUND OP SOUARE,
'SETft. CONCRETE
PIPE FITTED Wit NLPETE
PAVING BASE
211H-I
1 A-
I I 1=1
CONCRETE FOOTING
8'
HANDICAPPED
TYP.
VAN ACCESSIBLE
I
NO SCALE
PLAN VIEW
HANDICAP RAMP DETAIL
HO SCALE
Be
12
C803
5
2
A
2
A
A
2
4-1
12"
RESERVED
PARKING-
"VAN ACCESSIBLE" TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE,
HANDICAP PARKING SIGN DETAIL
GREEN ILLUMINATING TAPE (LETTERS)
BLUE ILLUMINATING TAPE (SYMBOL BLOCK)
—WHITE ILLUMINATING TAPE (BACKGROUND)
ILLUMINATING TAPE (ARROW)
GREEN ILLUMINATING TAPE (BORDER)
COMPACTED FILL
NO SCALE
10" DIA.
NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
PAINTED HANDICAP
SYMBOL DETAIL
NO SCALE
SEE PLAN
2-21ONG #3 BARS, EACH CORNER
PLAN
X X X
\i 4: 1
A
CONCRETE 2500 PSI MIW.'``
6X6X10/10 WWF
SECTION
SEE PLAN
ASPHALT PAVING
CONCRETE DUMPSTER PAD
1\10 SCALE
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
0 ij
z
GRADE
1=11
...11
TOP SOIL MiN 3''
11=
1
1
I L
PREPARED SUBGRADE
TYPICAL SIDEWALK SECTION
NOT TO SCALE
COMPACTED
SUBGRADE
6'0" BETWEEN
TRANSVERSE JOINTS
48'-0" BETWEEN EXPANSION JOINTS (MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL
CONCRETE WALK
SCORE 1/4" R
4'-O" MIN.
C803
3 7
1" #11 HAC SURFACE
5" 5D BASE
7" #53 COMPACTED STONE BASE
ALL PAVING SHALL BE COMPLETED IN ONE
PAVING SEASON.
TYPICAL PAVEMENT SECTION
(WITHIN RIGHT OF WAY)
1'
0
LIJ
0
1.,..—
L_LJ
Cl_ z
CA
SLOPE:
1 /4" PER FOOT 1-1 /2." R
PAVEMENT
6"
CONCRETE CURB AND WALK
C803
&mit 'maims k
A I 111 SWA reffiffiff v A rA
00.0-0.0.0.0000000
.0
Q 0.0 0.0 0.0 0.0 0 0
.0 0°0 0.0
O 00
0 0.0
0 0 0 0 0
o 0 0 0 Q
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
PAVEMENT
riffn.511WANI
r Pr
r AV 4,VAI
TRANSVERSE EXPANSION JOINTS
(BETWEEN STORM STRUCTURES CURB)
PAVEMENT
'2';\\,\>))\,\-\)
"zlo 0 o o 0 o
0°
0 °0° 00 0.0
GRANULAR
BACKFILL
CONCRETE
3000 PSI
1 1/2"r
,7
‘W/\\
z z o
X/
o Deo
0.
P o
0 ..cr
0 ""a. 0
VARIABLE
6" CONC. CURB
A
o
o
47
a
A
Al b
O 0 000 o. o
0 o.0 c 000 0.0
0 0 0 0 0 0
0 0 0 0
0
o
0
1-1/2" H.A.C. 9.5 MM. SURFACE COURSE
2" H.A.C. 12.5 MM INTERMEDIATE MIXTURE #9
6" #53 STONE
PREPARED SUBGRADE PER INDOT No, 207
TYPICAL PAVEMENT SECTIONfl
O c0 cr .000
o 0
O 01 0 0 °00 0
p 0 0.° 0 0*,, 0.0
O 1 0 0 1 00.0 0*0 0.0 0 0 .c
0 010 .0
1-1/2" H.A.C. 9.5 M. SURFACE COURSE
2" H.A.C. 12.5 MM INTERMEDIATE MIXTURE #9
8" #53 STONE
PREPARED SUBGRADE PER INDOT No, 207
TYPICAL PAVEMENT SECTIONC23
(HEAVY DUTY)
(D.C.A.M. 12-02)
'BACKFILL
STRAIGHT CONCRETE CURB DETAIL
TYPE V
P t>
1/2"r
0. 1).
2'-0"
CURB JOINT DETAIL
TRANSVERSE CONTRACTION JOINTS
MAX 5' SPACING WITHIN RADIUS
OF INTERSECTIONS AND ENTRANCES.
3" OF TOP SOIL
EXISTING
GROUND
(0
BACKFILL
0-
O c
0 0 00
O 0
0 a 0 0.
C803
TAPERED CURB END DETAIL
NO SCALE
BOTTOM OF CURB
TRANSVERSE CONTRACTION JOINTS
(10' MAX. SPACING)
C803
TOP OF CURB
0111
:Er 1:9 R\N :1
13 STATE
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS 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.
COP YRIGH TED BY THE SCHNEIDER CORP. (2004)
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrision
8901 Otis Avenue
Indianapolis, IN 46216-1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
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