HomeMy WebLinkAboutC801 Street DetailsDATE:
3/1/04
PROJECT NO.:
1238. V02
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STREET DETAILS
DRAWING FILES:
N: \1238 \V002 \DWGS \C801.DWG
SHEET NO.:
0
(60---
PAVEMENT
SECTION
10'
1 0'
6" CHAIRBACK CURB
TRANS
A
STD 2' CHAIR BACK CURB
6'
8
6'
1/4" PER FOOT
MIN.
VALLEY GUTTER
8
PLAN GRADE
ALLEY GRADING D
TRA► TION
AREA
8
R/W
WALK
6' CURB TRANSITION
STD 2' CHAIR BACK CURB
co
SECTION "A—A"
VALLEY GUTTER AND SECTION
(CHAIRBACK CURB)
PAVEMENT
SECTION
BACKFILL
E III =1101 II IIIE II u= IIr=
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f >—/_z—ZA_Lzs_AY.,
11' (MIN.
1/4" PER
OF TOPSOIL
6"
N)
N
5.5' (MIN.)
FOOT MIN
Dr i_mem -F- 1 /4" PEER FOOT MIN
Msimif BIKE PATH OR WALK
(WIDTH LOCATION
VARIES PER PLAN)
-Q NPIPE UNDERDRAIN (TYP)
SEE DETAIL
BIKE PATH OR WALK
(WIDTH LOCATION
VARIES PER PLAN)
ft
r 3/4"
PATH SECTION
24"
24"
18"
CHAT PATH SECTION
14'
6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
1" #11 HAC SURFACE
3" #9 HAC BINDER
#53 COMPACTED STONE BASE
6' PVMT
SLOPE 1 /4" PER FOOT MIN
STREET CROSS SECTION A -A
COMPACTED SUBGRADE
2' CONCRETE CHAIRBACK
CURB AND GUTTER
Pr :T
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O o o o o o O o
o o o o o°
1" #1 HAC SURFACE
2" #8 HAC BINDER
5" #53 STONE
50' RIGHT OF WAY (MINIMUM)
28' FACE TO FACE
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
24' ALLEY ESMT.
12' EDGE OF PVMT. TO EDGE OF PVMT.
10
0801
rip
CU
O
1" #11 HAC SURFACE
3" #9 HAC BINDER
#53 COMPACTED STONE BASE
3" CHAT STONE #158 WHITE SAND w /AGGREGATE LIME)
5" #53 STONE
14'
PROFILE GRADE 6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
6' PVMT
SLOPE 1/4" PER FOOT MIN
TYPICAL ALLEY SECTION
#8 WASHED GRAVEL OR
APPROVED EQUIVALENT
(INDOT STD. SPECS.)
5.5'
(MIN.)
y\/\
INSTALLATION REQUIRED:
AS DENOTED ON DEVELOPMEN
PLAN
PERFORATED PLASTIC PIPE y
PER INFOT SPECS 718.02 y�
4"
(MIN)
4 inch
(100 mm)
11' (MIN.)
4"
(MIN)
CURB STAMP
NO SCALE
411•A p e /411 e u e �.wrlw /I�/. ./.�//1/.LiII ?-11
e o p.p •p.p•p, a o.p,e° o.p �i��_i��`_�1_� -�_-_-_._t_ II I I 11II
e•O. O.pep, O.O ep e G ep O O e e o o •O o O.e Oo OreOrO O.e O.o Or0 ..O °O. o•O.O.O.O.O.o
p•O.O. p sO e o'pO °O; .O 4•o °O.e °O.p•O.e•O.p °O. o•O. e•O. o •p.p °O. o•Ore•O.e•Or °O.o•D •O. •O °O ve •O O °Or0 O.p p, pO
O .0 0 O, p e O D�o O.p O• •Orp O.p 0. p °O.. O. O.e O. O. O.
EARTH OR SIDEWALK SURFACE
TOP OF CURB
CONCRETE CURB
CURB UNDERDRAIN
8 8 8 8° 8 8°
8 8 8
r A r Ar A
pm
07
Lu
W
PAVEMENT
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o O•o O•o O.o O z
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o o O
o o O j\ O
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O. o. o.o O. o
a o a o O o
0 0
o o o o o o
O• o 0 o O. o
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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.
0
TRANSVERSE EXPANSION JOINTS
CURB JOINT DETAIL
100'
PAVEMENT
1: -114 11411411 =1r TOP SOIL MIN 3" 1=11=11=11= li1- llfl 4
=11=11=11=11=11=11
11 e_ I1. II -1
..r■rr■rr ■n ■=11. y 7 un r.
PREPARED SUBGRADE
TOP OF CURB
BOTTOM OF CURB
TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
TYPICAL SIDEWALK SECTION
NOT TO SCALE
4' -0" MIN.
6' -0" BETWEEN
TRANSVERSE JOINTS
48' -0" BETWEEN EXPANSION JOINTS (MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL
1:10
SLOPE
6 0
0"
6' —O"
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.
C801
1:10
SLOPE
PLAN VIEW
1'
R/W LINE
SECTION A A
WHEELCHAIR RAMP DETAIL
2' CONC. ROLL CURB
0
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nuUuIIIIluii,,,
P G\STE
No.
0000075
STATE OF
cA"\5) D I ANF C�
S /ONAL E
"VIII,IiI111,
DATE: 3/1/04
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. (2004)
‘1
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www. schneidercorp. corn
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