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1" H.A.C. SURFACE #11
5" H.A.C. #50 BASE
7" #53 COMPACTED STONE
COMPACTED SUBGRADE
PAVEMENT COMPOSITIONS
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TYPICAL UTILITY LOCATIONS AND LOCAL ROAD CROSSING DETAIL
jfik�
j.l E�[ r�, "Gwe 3 "mice J�.� t, P-0
T"i?iCAL UTIUTY LOCATIONS ON A LOCAL ROAD
140 Y-Af
VARIABLE 26'-0" TO 36'-0" FROM CURB TO CURB
2'-0- 10' MIN. 2' 0*
2"x8' WOOD RAILSi S.H.C. IGN XR-1
A. ox A7IS I C �
MEE-AM
WHITE *
� REFLE
CTIVE SHEETING
TE
EFLE41H(V SHEE-nNG
lo
ORANGE
- REFLECTIVE SHEETING
00
4"x4" WOOD POST
2"x4 WOOD B 41,
0
RACES
(2 PER POST)
I S 6
SANDBAGS V-6
(MIN. 2 BAGS V-0"
PER POST)
6'- 0"
WOOD POST
1/4" 0 THRU BOLTS
6" LARGE NTH WASHI
2'xB- WOOD RAILS
/8- STEEL PLATES
4"x4"
4*.4" WOOD POST
1 0
cr.
5) — 0 4'— 0
SIDEWALK 4" THICK
SLQPE 1 �4:
__4" MIN. GRANULAR
MATERIAL
TEMPORARY SEEDING SHALL BE DONE
IN ACCORDANCE WTH SECTION 621
OF I.D.0,
H. SPECIFICATIONS WITHIN
THE STREET RIGHT-OF-WAY.
MINIMUM WIDTH
1.25 (O.D.)-12-
SAND OR OTHER NON-
COMPRESSIBLE FINE
LOW VOID MATERIAL.
go-
o
STONE BASE TO
L EXTEND UNDER CURB
0
RIGID PIPE BEDDING DETAIL
(CONCRETE PIPE)
NOT-TO-SCALE
RESIDENTIAL STREETS ONLY
LIMITS OF FULL DEPTHIGRANULAR BACKFILL
BACKFILL NTH CLEAN
GRANULAR MATERIAL
PER REQUIREMENT OF
INDIANA DEPARTMENT OF
HIGHWAYS (MECHANICAL
COMPACTION TO 95%
PROCTOR DENSITY).
GRANULAR GRANULAR
BACKFILL BACKFILL z
IJTH VARIABLE
5' PAVEMENT W 5'
z
_I
3:
SHOULDER SECTION CURB SECTION
NOTE
1. AL'L CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED
NTH 8 BORROW MERE A CUT EITHER TRANSVERSES OR PARALLELS
THE ROAD SURFACE. GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION
OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT-OF WAY,
2. FINAL BACKFILL FOR ALL TRENCHES UNDER AND WITHIN 5' OF PAVEMENT
SHALL BE B-BORROW FOR STRUCTURAL BACKFILL MEETING THE MATERIAL
REQUIREMENTS OF INDOT AND SHALL BE COMPACTED IN 6" LIFTS.
3. SEE SANITARY SEWER AND WATER MAIN BACKFILL SPECIFICATIONS. IF THEIR
RESPECTIVE SPECIFICATIONS ARE LESS RESTRICTIVE, THIS DETAIL SHALL PREVALE.
50' R/W
30'-0"
COMPACTED
SUBGRADE
0
NOT-TO-SCALE
TYPICAL STREET CROSS—SECTION
4'— 0
SIDEWALK 4" �HICK-
SLOPE lZ4" FT.
"�MIN. 3" TOPS011
\-ROLL CURB & GUTTER 4" MIN. GRANULAR
TO TYPE I MATERIAL
STONE BASE
EXTEND UNDER CURB
0
6'-0" & 10'-0"
5'— 0
SLOPE ASPHALT PATH TO ROAD
-0"
z
GENERAL NOTES
11
I .. ,
$1 -_*,'�, Lo
-Z F 4r'
..6-'
.. i- I
I
LL . W -
ALL WOOD POST AND SUPPORT MEMBERS
REFER TO SECTION 800 OF THE INDIANA
Z c)
'0
SHALL BE PAINTED 'NTH TWO (2) COATS
STATE HIGHWAY COMMISSIONS STANDARD
-0
U)
OF WHITE PAINT.
SPECIFICATIONS AND LATEST ADDITION OF
..............
LOCATION OF BARRICADE AS PER PLANS
INDIANA MANUAL OF UNIFORM TRAFFIC
Lj 0
- REFLECTIVE SHEETING TO BE IN ACCORDANCE
CONTROL DEVICES.
(0
NTH I.S.H.C. STANDARD SPECIFICATION 912.10.
WHEN THE PROPOSED EXTENSION OF THE
Z
SEE I.S.H.C. STANDARD DETOUR SIGNS SHIT. 3.
STREET IS TO BE a) LESS THAN Two (2)
.
z Ln
Ln
YEARS USE THE SANDBAGS ON POSTS
Z'
b) GREATER THAN TWO (2) YEARS USE T�IE
< 04
It
1 -1
JOINTS
GROUND POSTS.
0
STANDARD BARRICADE DETAIL
1 0
cr.
5) — 0 4'— 0
SIDEWALK 4" THICK
SLQPE 1 �4:
__4" MIN. GRANULAR
MATERIAL
TEMPORARY SEEDING SHALL BE DONE
IN ACCORDANCE WTH SECTION 621
OF I.D.0,
H. SPECIFICATIONS WITHIN
THE STREET RIGHT-OF-WAY.
MINIMUM WIDTH
1.25 (O.D.)-12-
SAND OR OTHER NON-
COMPRESSIBLE FINE
LOW VOID MATERIAL.
go-
o
STONE BASE TO
L EXTEND UNDER CURB
0
RIGID PIPE BEDDING DETAIL
(CONCRETE PIPE)
NOT-TO-SCALE
RESIDENTIAL STREETS ONLY
LIMITS OF FULL DEPTHIGRANULAR BACKFILL
BACKFILL NTH CLEAN
GRANULAR MATERIAL
PER REQUIREMENT OF
INDIANA DEPARTMENT OF
HIGHWAYS (MECHANICAL
COMPACTION TO 95%
PROCTOR DENSITY).
GRANULAR GRANULAR
BACKFILL BACKFILL z
IJTH VARIABLE
5' PAVEMENT W 5'
z
_I
3:
SHOULDER SECTION CURB SECTION
NOTE
1. AL'L CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED
NTH 8 BORROW MERE A CUT EITHER TRANSVERSES OR PARALLELS
THE ROAD SURFACE. GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION
OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT-OF WAY,
2. FINAL BACKFILL FOR ALL TRENCHES UNDER AND WITHIN 5' OF PAVEMENT
SHALL BE B-BORROW FOR STRUCTURAL BACKFILL MEETING THE MATERIAL
REQUIREMENTS OF INDOT AND SHALL BE COMPACTED IN 6" LIFTS.
3. SEE SANITARY SEWER AND WATER MAIN BACKFILL SPECIFICATIONS. IF THEIR
RESPECTIVE SPECIFICATIONS ARE LESS RESTRICTIVE, THIS DETAIL SHALL PREVALE.
50' R/W
30'-0"
COMPACTED
SUBGRADE
0
NOT-TO-SCALE
TYPICAL STREET CROSS—SECTION
4'— 0
SIDEWALK 4" �HICK-
SLOPE lZ4" FT.
"�MIN. 3" TOPS011
\-ROLL CURB & GUTTER 4" MIN. GRANULAR
TO TYPE I MATERIAL
STONE BASE
EXTEND UNDER CURB
0
6'-0" & 10'-0"
5'— 0
SLOPE ASPHALT PATH TO ROAD
-0"
z
...............
w
11
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0
..............
Ld
4
4 4 4 4
4
A
CHAIR BACK CURB DETAIL
TOPSOIL—,j 2"R.
TRANSITION TO GRASS 2"R.
4
NOT—TO—SCALE 4 SLOPE 1/4" PER FOOT
SLOP�_�l/PER FOOT
12-3/74- 4
9—,3/,
4
4.
4
'=o 000000
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COMPACTED BACKFILL-4 00
6" 181,
BACK OF CURB
l'-O" R/W
5'- 0" M I N. 5'-0" MIN.
GRADED LAWNS
TOP SOIL TOD SOIL
7
:m MIN. 4"' MIN. 7"
BACKFILL PREPARED SUBGRADE
PROPERTY LINE—
TYPICAL SIDEWALK SECTION
NOT-TO-SCALE
NOTE:
1. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWCUT JOINTS 1/4" THICK.
2. WALKS ACROSS DRIVEWAYS SHALL BE 6" OR THE THICKNESS OF THE
PROPOSED DRIVEWAY WHICHEVER IS THICKER.
100'
TOP OF CURB
V
PAVEMENT BOTTOM OF CURB
TRANSVERSE EXPANSION JO�INTS VTRANSVERSE CONTRACTION JOINTS
WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION
AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME
LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER
SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS
AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING
BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS
SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT
INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD
BE INSTALLED AT 20 FOOT SPACING.
3 TOPSOIL, SEED OR SOD AS REQUIRED
STING
PAVEME
NT SURFACE 3:
MISTING GRADE
/j/
STANDARD FULL DEPTH GRANULAR
BACKFILL DETAILS c
NOT-TO-SCALE M
c
c,
0
0 COMPACTED
6" 00 000 0
8000
000 1 0 oli�CPO 0 00 #53 STONE
—COMPACTED SUBGRADE
24"
REVERSE GUTTER
CHAIRBACK CURB
NOT-TO-SCALE
THE SPACE BEHIND THE CURB SHALL BE FILLED NTH SUIIABLE 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
WI TH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
t4" MIN.
CONCRETE SIDEWALK
NOT-TO-SCALE
—
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CONCRETE SIDEWALK
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