HomeMy WebLinkAbout03080009 Construction Plans for Townhomes at Rangeline Block B C801TRENCH AREA
I. E. INVESTMENTS, LLC
1016 3RD AVENUE SW, SUITE 100 CARMEL, INDIANA 46032
PROJECT NO.:
4580.001
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
GENERAL DETAILS
BLOCK "B"
DRAWING FILES:
N: \4K \4580 \001 \DWGS \BLOCK B \C801.DWG
SHEET NO.:
i)
C�
90%
LOC
s
NW
HAUNCH
48
85%
90%
NO
INITIAL BACKFILL
P
TRENCH AREA
DATE:
:07/1 8/03
PROJECT NO.:
4580.001
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
GENERAL DETAILS
BLOCK "B"
DRAWING FILES:
N: \4K \4580 \001 \DWGS \BLOCK B \C801.DWG
SHEET NO.:
i)
C�
90%
UNDISTURBED BOTTOM
TRENCH AREA
CLASS I
CLASS II
CLASS III
CLASS IV
BEDDING
FLAT SHOVEL
85%
90%
UNDISTURBED BOTTOM
HAUNCH
48
85%
90%
NO
INITIAL BACKFILL
NO COMPACTION
85%
90%
NO
DIMENSIONS (INCHES)
A
(MAX)
B
(I.D.)
C
(MIN)
12
36
18
15
36
21
18
48
25
21
48
28
24
48
31
27
60
34
30
60
38
33
60
41
36
60
44
42
60
50
rmLr vmmw
JOINT FILLER
'NM "0 -,17
TRANSVERSE JOINT
6' -0" BETWEEN
TRANSVERSE JOINT
1 /2" PREFORMED
initir iii i �Q
TRANSVERSE JOINTS
000 0 0 000 0°0 0 0
00 0 0 0 000 0 000 0 0 0 0 ,00
0° o 0000000000000 o 0
0 0 0 0O 0O Ao 00 00 0
O 0 0 0
o 0 o 0 0
0 o 0 o
^o 00 0 0
6" #53 STONE
PREPARED SUBGRADE PER INDOT No. 201
TYPICAL PAVEMENT SECTION
12" RCP
1" H.A.C. SURFACE
2" H.A.C. BINDER
CONCRETE
GROUT
`wwwwwwwwwwwwwwwwwwwwww`
2' MIN.
3" PVC
qk 16
�w a w ►w �w w w �ww w w
OUTLET CONTROL PIPE
W
m
X
0
I= CO
OOOOOLOO
CIO 0 0 0 0 0
1=1000C300
0 0 0 0 0 0 0
0000000
=Is;3
GRADE
12 "PVC
30" R.C.P.
(1) LINE 0.116 PIPE
W.W.F.
6" "B" BORROW
NO. 3405–A
NEENAH CASTING
v
s _A: d--
.A.. A. ..--d
0
z
w
0
0
INLET DETAIL FOR PAVED AREA
BEEHIVE INLET DETAIL
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
4" MIN
RISER RING
S
STANDARD REINFORCED CONC. BASE
8"P VC
ASPHALT
NEENAH TYPE GRATE
R- 4380 -6
12 "X12 "X8" TEE
COURTYARD DRAIN INLET DETAIL
9
C801
STD 2' CHAIR BACK CURB
PAVEMENT
SECTION
SOIL
PLACEMENT
12" MIN.
No. 8 STONE
4" MIN.
No. 8 STONE
TRANS
VALLEY GUTTER AND SECTION
(CHAIRBACK CURB)
1/2 TRENCH
DEPTH MIN.
if GRADE
11= 1II 11 1
TRA TION
AREA
8" I 8 1 8
SECTION "A—A"
REQUIRED COMPACTION TABLE
STANDARD PROCTOR DENSITY (ASTM D 2321)
BACKFILL MATERIAL (SEE NOTE
NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING,
IT MUST ALSO BE USED FOR HAUNCHING.
%It 1
".6
0.D. OF PIPE
ii'
T.C.
(GRANULAR MATERIAL TO
BE USED UNDER ALL
PAVED AREAS) 1
4'
12
a_
BEDDING
4'
\-12"
STORM SEWER
TRENCH PIPE EMBEDMENT DETAIL
00
0000
000000
00000❑
000000
000000
0000
4' -0" SQUARE BASE
No. 1772 –A
NEENAH CASTING
STD 2' CHAIR BACK CURB
SPRING LINE OF PIPE
HAUNCHING AREA
BEDDING AREA
Ii1-111=-1 11 I I-1
00
STORM MANHOLE DETAIL
PAVEMENT
SECTION
NOTE
BACKFILL MATERIAL
CLASS I II, I I I I V
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEM.
INITIAL BACKFILL AREA
FOUNDATION
(REQUIRED IN UNSTABLE SOIL)
PREPARED SUBGRADE
TYPICAL SIDEWALK SECTION
NOT TO SCALE
4' -0" MIN.
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.
AM
r r .1 Jr" r A
A A A Ar A
r A/
TRANSVERSE EXPANSION JOINTS
6" STANDING CONCRETE CURB DETAIL C
BACKFILL
SIDEWALK DETAIL
PAVEMENT
CURB JOINT DETAIL
PAVEMEN T
SECTION A —A
WHEELCHAIR RAMP DETAIL
OF TOPSOIL
6
VARIABLE
It
A I
1:10 I 4' -0,. 1 1:10
SLOPE SLOPE I
PLAN VIEW
CONCRETE
3000 PSI
1 1/2"r
o
°oo01
°P•o
o o o
GRANULAR
BACKFILL
o' o,•o
4_ 0 p
o. °b
6
100'
6' -0"
BACKFILL 4
\A
A\
24"
3/4"
24"
48' -0" BETWEEN EXPANSION JOINTS (MAX.)
1/2"r
CONCRETE SIDEWALK
NOT TO SCALE
18"
COMPACTED SUBGRADE
TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
2' CONC. ROLL CURB
6" CHAIRBACK CURB
AND GUTTER (TYPE II)
3" OF TOP SOIL
EXISTING
GROUND
TOP OF CURB
BOTTOM OF CURB
Q'
6\sTE
Q-
No.
9500028
STATE OF mo w
S S /ONA\
linittliI I IIt1M\1 6i)
K -4
DATE: 7/18/03
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.
COPYRIGHTED BY THE SCHNEIDER CORP. (2003)
4 1 16
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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N: \4k\4580\001 \dwgs\B lock
REVISED PER TAC COMMENTS