HomeMy WebLinkAbout03110012 VOWC Sec. 10003, Construction Plans pg. 19I
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BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
TRANSVERSE JOINT
6' -0" BETWEEN
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TRANSVERSE JOINTS
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TRANSVERSE JOINT
6' -0" BETWEEN
TRANSVERSE JOINT
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TRANSVERSE JOINTS
DATE:
10/31/03
PROJECT NO.:
1238.1003
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STREET
DETAILS
DRAWING FILES:
N: \1238 \1003 \DWGS \C801.DWG
SHEET NO.:
C :0
4'
WALK
9.5'
4.5'
14.5'
CHAIR BACK CURB
6" CHAIRBACK CURB
SLOPE 1/4" PER FOOT MIN
1" #11 HAC SURFACE
3" #9 HAC BINDER
9" #53 COMPACTED STONE BASE
10'
10'
50' RIGHT OF WAY
29' FACE TO FACE
4 inch
(100 mm)
6'
5" #53 STONE
CURB STAMP
NO SCALE
6'
1/4" PER FOOT
MIN.
VALLEY GUTTER
14.5'
PROFILE GRADE 6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
STREET CROSS SECTION
A
A
3" CHAT STONE
CHAT PATH SECTION
c
3" to 4" (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS:
S is for Storm Sewer
SS is for Sanitary Sewer
D is for Subsurface or Base Drain
C is for Conduit
G is for Gas
W is for Water
NOTES:
1. Curb to be stamped at all locations where any of the above cross under a curb.
2. Letter to be stamped prior to concrete setting up, whenever possible.
3. Stamp to be a minimum of 1/2 inch (10mm) deep.
PLAN GRADE
d
ALLEY GRADING DETAIL s
C801
e o.. s e.e e. e °.e e.e•e e.o :5.�;
e;e •e •o .e °•e •e• •a• a•e e•• s. °•e °•e °•°•e °•ee e o e
a o e.•••.••e.a °e•e e •a e e. e•••a •a. e' ;21..
6' CURB TRANSITION
9.5'
4.5'
R/W
WALK
ItIII 111=u1s=11E n=
PIPE UNDERDRAIN (TYP)
SEE DETAIL
4'
WALK
N
11
SLOPE 1/4" PER FOOT MIN
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6'
PVMT
I II II IL �I IL I _I��:I_I:ILII MIN If ��i< ivIDEWALKsc� `::;_.•,•.'.'s�;:�
I4Nf;
#11 HAC SURFACE
3" #9 HAC BINDER
#53 COMPACTED STONE BASE
TYPICAL ALLEY SECTION
4' -0" MIN.
1
I I
PREPARED SUBGRADE R/W LINE
TYPICAL SIDEWALK SECTION
NOT TO SCALE
24' ALLEY ESMT.
12' EDGE OF PVMT. TO EDGE OF PVMT.
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.
Ar A
Ar" A/ A A
k ArAr A
r Ar Ar A A
TRANSVERSE EXPANSION JOINTS
SIDEWALK DETAIL
SIDEWALK
GENERAL NOTES
0 THESE DIMENSIONS ARE BASED ON A 6 IN. CURB
HEIGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED
FOR OTHER CURB HEIGHTS.
WHERE SITE INFEASIBILITY PRECLUDES CONSTRUCTION
TO THE WIDTH SHOWN, SUCH WIDTH MAY BE
DECREASED TO A MINIMUM OF 3 -0
O3 THE BOTTOM EDGE OF THE CURB RAMP SHALL BE
FLUSH WITH THE EDGE OF ADJACENT PAVEMENT
AND GUTTER LINE.
04 LANDING AREAS AT THE TOP OF CURB RAMPS SHALL
HAVE MAXIMUM CROSS SLOPE OF 50:1 IN ANY
DIRECTION. WHEN SITE INFEASIBILITY PRECLUDES
A LANDING SLOPE OF 50:1 IN ANY DIRECTION, THE
SLOPE PERPENDICULAR TO THE CURB FACE SHALL NOT
EXCEED 50:1.
O IF SITE INFEASIBILITY PRECLUDES CONSTRUCTION TO
THE WIDTH SHOWN, THE LANDING WIDTH MAY BE
DECREASED TO 3 -0" MINIMUM. THE RUNNING
SLOPE OF THE CURB RAMP MAY BE STEEPENED TO
A MAXIMUM OF 10:1 FOR A MAXIMUM 6 IN. RISE.
O DRAINAGE INLETS SHOULD BE LOCATED UPHILL FROM
CURB RAMPS TO PREVENT PUDDLES AT THE PATH
OF TRAVEL
O ALGEBRAIC DIFFERENCE IN GRADE BETWEEN THE BASE
OF CURB RAMP AND THE GUTTER SHALL BE LIMITED TO LESS
THAN 119G IF IT IS NOT PRACTICAL, A 2' -0 WIDE
LEVEL STRIP SHALL BE PROVIDED. SEE DETAIL SKETCH.
100'
PAVEMENT
SLOPE 1/4" PER FOOT MIN
CURB JOINT DETAIL
SLOPE 12:1
RAMP
1/2• PREFORMED JOINT FILLER
SLOP E 1
SQUARE PATTERN
SLOPE 12:1
CONSTRUCTION OF CURB IF
SEPERATED FROM RAMP
/5 SPA. 0 18
6' PVMT
mt
SECTION 4--0
TRUNCATED DOMES USED
IN DETECTABLE WARNINGS
48' -0" BETWEEN EXPANSION JOINTS (MAX.)
DETECTABLE WARNING BRICK
BRUSHED SAND MIXTURE
SETTING BED
CONCRETE BASE
`1111ll■ IN
CONCRETE SIDEWALK
NOT TO SCALE
TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
PAVEMENT
BRICK SURFACE CONSTRUCTION
0 0 0 0 0 Q o 0 0 0 0 Q o 0
000 00o 0 °o 00o 0
0 o Q o Q 0 Q o Q o
0 0 0 o
PAVEMENT
1' -6'
s x z• —o•
ALTERNATE CURB CONSTRUCTION
PROVIDE 2• LEVEL STRIP
IF ALGEBRAIC DIFFERENCE
EXCEEDS 11%.
ASPHALT PATH SECTION
TOP OF CURB
BOTTOM OF CURB
DETECTABLE WARNING ELEMENTS
SETTING BED
CONCRETE BASE
INTEGRAL CURB O
PAVEMENT
&33% 5% 13.3.3% 11%
8.33% MAvMUb
5% MAXIMUM
CHANGE OF GRADE
PROVIDE CURB AS REOUIRED
MAY BE MONOUTHIC WITH
LEVEL STRIP.
DETAIL OF RAMP GROOVES
HANDICAP RAMP DETAILS Ci
0 0 0 0 0 °Q o 0 Q 0 0 0L
0 o o 0 o o o O o
o Q O. 0 0 0
3" #12 H.A.C. SURFACE
5" #53 STONE
5
C801
5
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ON V f
GISTE,Q
No.
0000075
STATE OF
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DATE: 11/12/03
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)
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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