HomeMy WebLinkAbout21 C801 Street DetailsDATE:
DURA BUILDERS, INC.
CARMEL, INDIANA
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STREET
DETAILS
DRAWING FILES:
N: \1299 \004 \DWGS \SEC 1B \C801.DWG
SHEET NO.:
C8011.
H
I1
DATE:
PROJECT NO.:
1299.004
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STREET
DETAILS
DRAWING FILES:
N: \1299 \004 \DWGS \SEC 1B \C801.DWG
SHEET NO.:
C8011.
i t
1 L rRLr VRIVILU
JOINT FILLER
NIW „0 -,S
TRANSVERSE JOINT
6'-0" BETWEEN
TRANSVERSE JOINT
Mal
1 /2" PREFORMED
ICIMT r11 I CR
TRANSVERSE JOINTS
i.r.rii
WHITE REFLECTIVE SHEETING
i rr
ORANGE REFLECTIVE SHEETING
I- III -I I I III -1 I I I I I ,III ,III, ,II I I I I I 1 I I I I I I I I I I I i I I I I I I I I I I I I I I I I 1 -1 I I 11 1 11 1 1 1 I I I 11 -1 11 -1 I I- III -III -I
1/4" DIA. THRU
4 "x4" WOOD POST
2 "x4" WOOD BRACES
(2 PER POST)
0
N
SANDBAGS
(MIN. 2 BAGS
PER POST)
1' -0
4 "x4" WOOD POST
4 inch
(100 mm)
CURB STAMP
PREPARED SUBGRADE
10 -0"
(MIN)
45°
NO SCALE
/t:
TYPICAL SIDEWALK SECTION
NOT TO SCALE
BOLTS 6" LG.
WITH WASHERS
2 "x8" WOOD RAILS
1/8" STEEL PLATES
0
N)
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.
5-0" MIN.
TRANSVERSE EXPANSION JOINTS
N
z
1" #11 HAC SURFACE
2" #8 HAC BINDER
4" #53 COMPACTED STONE BASE
ASPHALT PATH SECTION �a
ceoi
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
1'
L- 11:: °:If= 11:= :II: 11= 11:= II'= fk 4 •,.•':SIDEWALK�;� ?�'.��:�c =_.Fr'.11: �11_�:
P II II II IL 1,11 BNB:
II„llr:
`I 1 I O I j I j I
R/W LINE
VARIABLE 26' -0" TO 36' -0"
PAVEMENT
FROM CURB TO CURB
ROAD
L
CLOSED J
4 "x4" WOOD POST-
100'
GRADE LEVEL
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.
I.D.O.T. SIGN XR -1
2 "x8" WOOD RAILS
GENERAL NOTES
1. ALL WOOD POST AND SUPPORT MEMBERS SHALL BE PAINTED WITH TWO
(2) COATS OF WHITE PAINT.
2. LOCATION OF BARRICADE AS PER PLANS.
3. *REFLECTIVE SHEETING TO BE IN ACCORDANCE WITH I.D.O.T. STANDARD
SPECIFICATION 912.0.
4. *SEE I.D.O.T. STANDARD DETOUR SIGNS SHEET 3.
5. REFER TO SECTION 800 OF THE I.D.O.T. STANDARD SPECIFICATION AND LATEST
ADDITION OF INDIANA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
6. WHEN THE PROPOSED EXTENSION OF THE STREET IS TO BE a) LESS THAN
TWO (2) YEARS IN USE, USE THE SAND BAGS ON POSTS b) GREATER THAN
TWO (2) YEARS USE THE GROUND POSTS.
GRADE LEVEL
�II�II�II -I, IIII
4 "x4" WOOD POST
STANDARD BARRICADE DETAIL TYPE IV
(D.C.A.M. 22 -07)
SIDEWALK DETAIL
CURB JOINT DETAL
48' -0" BETWEEN EXPANSION JOINTS (MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
TOP OF CURB
BOTTOM OF CURB
7
821
A/Ar A
Ar A" Ar
r. Ar 7,4r
r Ar A r Ar A
d ri
C
O
C
0
O
C
GENERAL NOTES
SIDEWALK
THESE DIMENSIONS ARE BASED ON A 6 IN. CURB
HEIGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED
FOR OTHER CURB HEIGHTS.
WHERE SITE INFEASBUTY PRECLUDES CONSTRUCTION
10 THE WIDTH SHOWN, SUCH WIDTH MAY BE
DECREASED TO A MINIMUM OF S
TFE BOTTOM EDGE OF THE CURB RAMP SHALL BE
FLUSH CH THE EDGE OF ADJACENT PAVEMENT
AND GUTTER UNE
LANDING AREAS AT THE TOP OF CURB RAMPS SHALL
HAVE MAXIMUM CROSS SLOPE OF 50:1 IN ANY
DIRECTION. WHEN SITE WF•EASIBIUTY PRECLUDES
A LANDING SLOPE OF 50:1 IN ANY DIRECTION, THE
SLOPE PERPENDICULAR TO THE CURB FACE SHALL NOT
EXCEED 50,1.
IF SITE INFEASIBILITY PRECLUDES CONSTRUCTION TO
THE 111D1H 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
DRAINAGE INLETS SHOULD BE LOCATED UPHILL FROM
CURB RAMPS TO PREVENT PUDDLES AT THE PATH
OF TRAVEL
ALGEBRAIC DIFFERENCE IN GRADE BETWEEN THE BASE
OF CURB RAMP AND THE GUTTER SHALL BE UMITED TO LESS
THAN 11t IF IT IS NOT PRACTICAL, A 2• WEE
LEVEL STRIP SHALL BE PROVIDED. SEE DETAIL SKETCH.
1/2' PREFORMED JOINT FILLER
SLOPE 121
SLOPE 121
SLOPE I21
RAMP
CONSTRUCTION OF CURB IF
SEPERATED FROM RAMP
SQUARE PATTERN
SETTING BED
CONCRETE BASE
1
t5 x 2'
#5 SPA
0.4 -0.9'
7
SECTION o-o
TRUNCATED DOMES USED
IN DETECTABLE WARNINGS
DETECTABLE WARNING BRICK
BRUSHED SAND MIXTURE
PAVEMENT
BRICK SURFACE CONSTRUCTION
PAVEMEN
I-
ALTERNATE CURB CONSTRUCTION
NOT TO SCA;E
8.33%
DETECTABLE WARNING ELEMENTS
SETTING BED
CONCRETE BASE
INTEGRAL CURB O
8.33% 5% 13.33% 11%
PAVEMENT
MAXIMUM
PROVIDE 2 -0" LEVEL. STRIP
IF ALGEBRAIC DIFFERENCE
EXCEEDS 11%.
CHANGE OF GRADE
2'
HANDICAP RAMP DETAILS
2
5% MAXIMUM
PROVIDE CURB AS REQUIRED
MAY BE MONOLITHIC WITH
LEVEL STRIP.
2'
DETAIL OF RAMP GROOVES
0.3'
0
TYPICAL STREET SECTION LOCATION MAP
2'
5'
CONC.
WALK
*14'
15'
8'
__111 111= 11IEIIIE N=
CONC.
WALK
2' ROLL CURB
6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
ISLAND
I =IT.= �1L: 1C
2' ROLL CURB
6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
CONC.
WALK
-u1=
II_III= IIIEIIIEUIE_HI= 11=
1q=w_III- 111E11E111 =11 jl EIII-
0.0 0.0 0•o •0 `0•o •O••0 O °0•o
,.o °O.o'O.e o.o o.o'O o'a.o o.o o.p o.o o.o o.o e o•o o .o'O.o o.p o.
w w.. w w ww w ■wr w w wwww ww ■ww w
O 0•p 0 •o O 0•o•O •p 0.O 0 •o O •o 0.0 0 •o •O •o 0.0 0.0
o•p o•o °o•o •o o•o o•p
CONC.
WALK
2'
2' ROLL CURB
6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
2'
ISLAND
2'
2' ROLL CURB
6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
2'
CONC.
WALK
Tf_m=lllEllIEIIIEDI II-
1r -lr= Ili- lr= u- u= u n =1I =I
il= it =n =u= n= u= u= a =u =n.
Adirr
a
-11 _n1_III_III= 111=111 lI
14'
14'
*13'
ROLL CURB
SLOPE 1/4" PER FOOT MIN
o• o•e o• e o• a e•e c•o o•e o•e c•e o•e o•e'a •e o
a le off a �o a vo a� off aa o•o o•e o•O a•e o•o 0.0
O 1" #11 HAC SURFACE
3" #9 HAC BINDER
9" #53 COMPACTED STONE BASE
TYPICAL STREET SECTION AT 121TH STREET ENTRANCE
18'
12'
EI //MPIMIKOMPI/ /L►MIAIiY///
a• 0•o e•o'o•e'0•e o.e a• •0.0 •o a• o o• e
o• °o. °o• °o• •a. •o• •o• •o. o•o o•e a• •o• °a o0 •p••p °o•o•o•
18'
AIMOW /IF//A.7I /I
0 0 0 0 0 o O o 0• o o 0
0•p O•p 0•o 0•p 0•o 0 •p a• p 0 •p O•o •O a•p 0 •o O•p 0.O 0.O'
II
TYPICAL STREET SECTION
SECTION A -A
88' RIGHT OF WAY
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
ASPHALT PAVEMENT SECTION
T7_,
12'
'o o•0 0•e
•a. °o.
"1" HAC SURFACE
"3" HAC BINDER
"9" COMPACTED STONE BASE
58' RIGHT OF WAY
*30' BACK TO BACK
28' BACK TO BACK
o•
a•
o
°o•e °o•o °o °o• o• o•o o• e o o e
`o•e'o•e o �a °o •o o•o o.o o•e'o•e'a.e o •o •o o•e o •o e•e`o•e a.o e•o e• o
°o._ °o.p•o. °o. °O. °a. a.o o �e o.o'0e °0. o.
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
I "I
SECTION B -B
108' RIGHT OF WAY
80'
44'
PROFILE GRADE 2' ROLL CURB
SLOPE 1/4" PER FOOT MIN
PERTAINS TO 30' STREET
50'
14'
o•e 0 .0 0
e•o O.O a•e
"1" HAC SURFACE
"3" HAC BINDER
"9" COMPACTED STONE BASE
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
SECTION C -C
70' RIGHT OF WAY
1- If "II' °II II Il- n -n -1
II= II= II= II= I1= 11= 11= 11= 11 =11. ,r
∎wwwwwwwwwwwwww
o °o•o °a o o a �o a o avo o oa•o
•o. o.o o.o a o o.o 0 0
a..
°o• °a• .o a•o o.o o•o a
"1" HAC SURFACE
"3" HAC BINDER
"9" COMPACTED STONE BASE
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
TYPICAL STREET CROSS SECTION WITH ISLANDS
SECTION D -D
i ii iii i Ar i ii ii Av
111111711111
11 =1
VARIES PER PLAN
*13'
12'
12'x14' CONCRETE BEAM/ BORDER,
3000 PSI Z9 28 DAYS. lU /2 •4 KEBABS
CONTINUOUS_ FINISH TO MATCH CURB
t GUTTER CONTROL JOINTS 6 t6 O.G.
(EQUAL SPACING)
ww M ww w wwww ■w w www wwwww
o•e c•o o•o 0�e 0• o a•e Ode Ode
Dee e •e a•o e a O•e O•o O•e O•e
•o.. °o. °o.o °a. a o.e a.e'o.
°1°11
IIIIIII 11 'fI ��I 111111 IIIIII'' 111111 I'' 111111 f'I 1111tH I' 'II 111111 III 11111 'I 'I' 111111 'II 111111 ICI 111111 ICI x
111111= 111111 11: III 111111= !11111 IIII 'I'''
1111 OO 11 44 I I l11111
lliliil ililTi_ El 111 :71 l 11111 11111 ®11 11 IIII 111111 111111 111111 E- 111111 E- 111111 111111 E- (1
1I IIII 111111 -IIIII IUUI= III'' 11 -uuu °111111= 111111 uuu= 111111 111111 muI= 111111 11111- 11
18'
18'
I' -11/2' MAX. SAND BEDDING
COURSE (ASTM C33)
12'
11111
6' CONCRETE BASE
PAVERS TYPICAL DETAIL
-1111
a 0 •e
•e•o
95% COMPACTED SUBGRADE
1 MAX. SAND FILLED JOINTS (ASTM C33)
HEAVY DUTY BRICK PAVERS (ASTt' 1 C12 12
TYPE F) SEE PLAN FOR PATTERN.
1' RADIUS TYP.
14'
15'
8'
.m=111. III-
1.
PIPE UNDERDRAIN (TYP)
SEE DETAIL
\PIPE UNDERDRAIN (TYP)
SEE DETAIL
2
5' 1'
C801
CONC.
WALK
14'
`PIPE UNDERDRAIN (TYP)
SEE DETAIL
TYPICAL CUL -DE -SAC STREET CROSS SECTION WITH ISLANDS 3
C801
14'
`PIPE UNDERDRAIN (TYP)
SEE DETAIL
2'
CONC.
WALK
2'
2' ROLL CURB
6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
2'
ISLAND
2
2' ROLL CURB
6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
2'
CONC.
WALK
O '•O O
oho o a.O a•o a•o'o.o o•o'a •o °o•. •o..
111=
11_111_111EIII -111E a II-
=N _III- III_IlMlll_II
ui
cn
o=
LU o
U
a)
o 0
01 N
!V
U
F,SG TA
T E TER O4,
No.
9500028
OF
DI A NP
1
DATE: 06/09/04
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)
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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