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RFFHIVF INI FT
ING
BEEHIVE INLET
'RCP
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S -5
4 I 5 1 6 1 7
TOP SOIL
00
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00
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\ STORM MANHOLE
NEENAH TYPE CASTING
NO. R -3433 (OR EJIW 5230)
T. C. �- ASPHALT
SPE IAL PAVED AREA INLET 9
S -5
r DIPF'
(MIN.) I I (MIN.)
SUBSURFACE: FOR SPECIFICATIONS, SEE TNDIANA HIGHWAY STANDARD
SPECIFICATION, SEC. 718.01, 718.02, 718.03 AND 718.04.
FILTER FABRIC: USE DUPONT "TYPAR ", WEBTEC "TERRATEX SD" OR EQUAL.
SUBSURFACE DRAIN DETAIL 10
S -5
TRANSITI
AREA
EXISTING
2' ROLL CURB
1 2 3 4
TRANSITION
A O C A EXISTING
<— 2' ROLL CURB
8" I 8" I 8"
I
C0
SECTION "A -A"
ENTRANCE
11
VALLEY GUTTER AND SECTION S -5
5 6 7
8 I 19 I 10 1 11
CONCRETE TOP SOIL
3000 PSI
1/2"r
PAVEMENT [•G
A ° B •'e .' BACKFILL ,.I GROUND
O oo °o
'o : °o. — —
• °
GRANULAR p a•p _
BACKFILL 6
o. O :• p
0. o ° o
VARIABLE
STRAIGHT CONCRETE CURB DETAIL
TYP E V
5
S -5
CONCRETE WALK
GRADE 6"
� SLOPE:
1/4" PER FOOT 1/4" R
PAVEMENT
N
SCORE 1/4" R
o°ppp�
`bo v
6" °
CONCRETE CURB AND WALK 6
S -5
REQUIRED COMPACTION TABLE
% STANDARD PROCTOR DENSITY (ASTM D 2321)
RACKFII I MATFRIAI - (SFF NnTFI
TRENCH AREA
CLASS I
CLASS II
CLA S III
CLASS IV
BEDDING
FLAT SHOVEL
85%
9M
UNDISTURBED BOTTOM
HAUNCH
2ck
85%
®o�
NO
INITIAL BACKFILL
m0®
85%
90%
IW
••
Ef•�
• •
0
I
�►
000
a ?_
v5
z
6' -0" BETWEEN
SPE IAL PAVED AREA INLET 9
S -5
r DIPF'
(MIN.) I I (MIN.)
SUBSURFACE: FOR SPECIFICATIONS, SEE TNDIANA HIGHWAY STANDARD
SPECIFICATION, SEC. 718.01, 718.02, 718.03 AND 718.04.
FILTER FABRIC: USE DUPONT "TYPAR ", WEBTEC "TERRATEX SD" OR EQUAL.
SUBSURFACE DRAIN DETAIL 10
S -5
TRANSITI
AREA
EXISTING
2' ROLL CURB
1 2 3 4
TRANSITION
A O C A EXISTING
<— 2' ROLL CURB
8" I 8" I 8"
I
C0
SECTION "A -A"
ENTRANCE
11
VALLEY GUTTER AND SECTION S -5
5 6 7
8 I 19 I 10 1 11
CONCRETE TOP SOIL
3000 PSI
1/2"r
PAVEMENT [•G
A ° B •'e .' BACKFILL ,.I GROUND
O oo °o
'o : °o. — —
• °
GRANULAR p a•p _
BACKFILL 6
o. O :• p
0. o ° o
VARIABLE
STRAIGHT CONCRETE CURB DETAIL
TYP E V
5
S -5
CONCRETE WALK
GRADE 6"
� SLOPE:
1/4" PER FOOT 1/4" R
PAVEMENT
N
SCORE 1/4" R
o°ppp�
`bo v
6" °
CONCRETE CURB AND WALK 6
S -5
REQUIRED COMPACTION TABLE
% STANDARD PROCTOR DENSITY (ASTM D 2321)
RACKFII I MATFRIAI - (SFF NnTFI
TRENCH AREA
CLASS I
CLASS II
CLA S III
CLASS IV
BEDDING
FLAT SHOVEL
85%
9M
UNDISTURBED BOTTOM
HAUNCH
2ck
85%
90%
NO
INITIAL BACKFILL
NO COMPACTION
85%
90%
NO
NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING,
1/2 TRENCH IT MUST ALSO BE USED FOR HAUNCHING.
DEPTH MIN.
(GRANULAR MATERIAL TO
BE USED UNDER ALL
PAVED AREAS)
' NOTE
4' 4
SOIL I�,J / /�/ / BACKFILL MATERIAL
PLACEMENT ° �� //� CLASS I, II, 111, & IV
OF THE U.S.C.S. SOIL
v CLASSIFICATION
z
LIJ BEDDING SYSTEM.
----- - -____ INITIAL BACKFILL AREA
6" MIN.— SPRING LINE OF PIPE
12" MAX. I.D. HAUNCHING AREA PAVEMENT
BEDDING AREA
O.D. OF PIPE FOUNDATION
6" MIN.- 12„ (REQUIRED IN UNSTABLE SOIL)
12" MAX. 12"
TRENCH & PIPE EMBEDMENT DETAIL
S -5
FINISH GRADE CLEANOUT PLUG
6" PIPE
APPROX. 90'
F.1
12
13 1 14
15
I I
PREPARED SUBGRADE R/W LINE
TYPICAL SIDEWALK SECTION
NOT TO SCALE
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
I
48' -0" BETWEEN EXPANSION JOINTS MAX.
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL S'S
6' -0" I
I
�.
'. •; � '.
LLJ
U OQI.af .
0 0..
„
QW0'
u-:
0O„
4 .
PLAN VIEW
4' -0"
MAX. 1 1/2" PER FT
.. :•
�°io$oa CONCRETE CURB
0 6„
SECTION A- A
WHEELCHAIR RAMP DETAIL
• O U-0 U• O p• O• O p• O O• O O• O O• p
°O . o °O • o °O • o °O p °O p °O • p °O • p 00 • °OC
0
•
000 • o °O • O °p • o • o O e p °O • p 00 o 00 O c
0 0 0 0 0
p• o p• o O• O• O ."0-.'0-0'0-000.
Ll" H.A.C. SURFACE
2" H.A.C. BASE
6" #53 STONE
TYPICAL PAVEMENT SECTION
•o 0-0 -0-0
° ° °• 0-0 • ° • ° o pO•, o Op°. o O•o
p O s p O • p p p O • 0
• °p p °p O p °O • p °O
L Ll- H.A.C. SURFACE
2" H.A.C. BASE
4" #53 STONE AGG. BASE
5" #2 STONE BASE
• PREPARED SUBGRADE PER I.S.H.S. No. 207
TYPICAL PAVEMENT DETAIL
(WITHIN RIGHT OF WAY ONLY)
100'
TOP OF CURB
`- TRANSVERSE EXPANSION JOINTS -' BOTTOM OF CURB
PAVEMENT TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
CURE JOINT DETAIL
1 1 12 1 13 1 14
S
1 Revisions
ar G�eS
y l`,f
2 e
No
1.
890258
S— 5
STATF OF
`
CERTIFIED Bt 6/
NOT PUBLISHED *�jd►
ALL RIGHTS RESERVED
EXCEPT FOR USES EXPRESSLY PERMITTED IN 'WRITING, INFORMATION
SHOWN OR INCLUDED IN THIS DOCUMENT IS SOLELY THE PROPERTY
OF SO4NOM ENGINEERING CORPORATION.
��neider
•
m2nn
eerlll�
LJCo ration
�o
3020 North Post Road Engineering
Indianapolis, Indiana Surveying
46226 -0068 GIS ® LIS
317- 898 -8282 Geology
317 - 899 -8010 Fax
A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated
S.D.C.
3 ABACUS CHILD CARE CEN'T'ER
S -5 HAMILTON COUNTY, INDIANA
GENERAL DETAILS
Date Project No. Drawn Approv.
10/26/94 03-94 -069 MLB
Computer Files Sheet No.
069DET
5
Of 6
15
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z
6' -0" BETWEEN
z
N�
<
TRANSVERSE JOINTS
48' -0" BETWEEN EXPANSION JOINTS MAX.
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL S'S
6' -0" I
I
�.
'. •; � '.
LLJ
U OQI.af .
0 0..
„
QW0'
u-:
0O„
4 .
PLAN VIEW
4' -0"
MAX. 1 1/2" PER FT
.. :•
�°io$oa CONCRETE CURB
0 6„
SECTION A- A
WHEELCHAIR RAMP DETAIL
• O U-0 U• O p• O• O p• O O• O O• O O• p
°O . o °O • o °O • o °O p °O p °O • p °O • p 00 • °OC
0
•
000 • o °O • O °p • o • o O e p °O • p 00 o 00 O c
0 0 0 0 0
p• o p• o O• O• O ."0-.'0-0'0-000.
Ll" H.A.C. SURFACE
2" H.A.C. BASE
6" #53 STONE
TYPICAL PAVEMENT SECTION
•o 0-0 -0-0
° ° °• 0-0 • ° • ° o pO•, o Op°. o O•o
p O s p O • p p p O • 0
• °p p °p O p °O • p °O
L Ll- H.A.C. SURFACE
2" H.A.C. BASE
4" #53 STONE AGG. BASE
5" #2 STONE BASE
• PREPARED SUBGRADE PER I.S.H.S. No. 207
TYPICAL PAVEMENT DETAIL
(WITHIN RIGHT OF WAY ONLY)
100'
TOP OF CURB
`- TRANSVERSE EXPANSION JOINTS -' BOTTOM OF CURB
PAVEMENT TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
CURE JOINT DETAIL
1 1 12 1 13 1 14
S
1 Revisions
ar G�eS
y l`,f
2 e
No
1.
890258
S— 5
STATF OF
`
CERTIFIED Bt 6/
NOT PUBLISHED *�jd►
ALL RIGHTS RESERVED
EXCEPT FOR USES EXPRESSLY PERMITTED IN 'WRITING, INFORMATION
SHOWN OR INCLUDED IN THIS DOCUMENT IS SOLELY THE PROPERTY
OF SO4NOM ENGINEERING CORPORATION.
��neider
•
m2nn
eerlll�
LJCo ration
�o
3020 North Post Road Engineering
Indianapolis, Indiana Surveying
46226 -0068 GIS ® LIS
317- 898 -8282 Geology
317 - 899 -8010 Fax
A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated
S.D.C.
3 ABACUS CHILD CARE CEN'T'ER
S -5 HAMILTON COUNTY, INDIANA
GENERAL DETAILS
Date Project No. Drawn Approv.
10/26/94 03-94 -069 MLB
Computer Files Sheet No.
069DET
5
Of 6
15
■
■IL
1 K
1 J
1 F
■L
■c
■ C
L�