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GRADE1 T.C.
STORM MANHOLE
NEENAH TYPE CASTING
No. 1772 -A
1 I
1 I
1 I
I I
1
STANDARD REINFORCED CONC. BASE
CAP NOT REQUIRED
FOR BOX STRUCTURE
PIPE
DEPTH
MINIMUM SIZE STRUCTURE
STEPS REQUIRED
15 or less
0 - 31
2' x 2 Box
No
18 to 24
0 - 3
__22-6" x 2' -6 Box
No
All Pipes
3 _15mver
Manhole
Yes
24 & Greater
I All Depths
I Manhole
Yes
• Steps shall be at 8" O.C. with first step 18" below top of costing.
• Manholes may be required fro 24" or smaller pipes depending upon
Intersection angles and number of pipes.
STORM MANHOLE DETAIL 19
moo,
Grooved end an outlet and
tongue end m
Wet end
Groove (or tongue) to'
be the am* es on *UmW rd
retnforoed eanente pipe
ASTM deelgrwtton C. A
CLASS 'A' CONCRETE
LONGITUDINAL SECTION
PIK 1
CULVERT pCW TEN
COMPUTED LENGTH OF CULVERT RIP RAP TO BE PLACED
PAY LENGTH END SECTION ON SIDE SLOPE WHEN
OF CULVERT LENGTH (D) CALLED FOR ON PLANS
SLOPE DETAIL
I t t/Yr
SECTION Y -Y
Irc to
r AX
HOOK
BOLTS
CLASS 'A'_
CONCRETE I , • E +2T
SECTION
CONCRETE PIPE TOE ANCHOR
DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA
T
AV
C
D
E
K
I Ri
R3
��T•
12•
Y
5'
4' -3•
6' -2'
r -o'
1.3
101 8'
6•
600
15'
21 4
7'
V -0'
W -1'
2' -8•
1.5
121
1.100
18"
2 llr
11'
a -1•
6'-2'
V -0•
1.8
15 1
12"
14100
21'
2 3/4'
11'
Y -6•
6' -3•
J' -6•
2.1
16 IX
1J•
1
4'
1 3"
1' -0'
I r-e
6' -J•
4' -0'
2.3
16 3,Alr
14"
1
27'
3 1/4'
1' -1'
2' -5'
6• -3•
4' -6•
2.6
1s 1 •
14 1/2'
z1oG
30•
3 11r,
1' -2•
V -10•
ti' -J'
5' -0'
Z9
118 3/16'151
2 400
33' 3 3/4' 1' -3' 3'-6' B' -3' S' -6' 3.1 17 1 4.100 20
38' 4' 1' -5' 3' -1' 8' -J' 6' -0• 3.4 3 J /4' 20• 4.200
TOLERANCE + - 1' C801
PRECAST CONCRETE END SECTION
NO SCALE
GRADE
T.C.
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
4" MIN
RISER RING
CAP NOT REQUIRED
I FOR BOX STRUCTURE
STANDARD REINFORCED CONC. BASE
PIPE
DEPTH
MINIMUM SIZE STRUCTURE
STEPS REQUIRED
15" or less
0 - 3
2 x 2' Box
No
18" to 24"
0 - 3'
2' -6" x 2' -6" Box
No
All Pipes
3' & Deeper
Manhole
Yes
24" & Greater
All Depths
Manhole
Yes
GRADE
T.C.
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
4" MIN
RISER RING
CAP NOT REQUIRED
I FOR BOX STRUCTURE
STANDARD REINFORCED CONC. BASE
PIPE
DEPTH
MINIMUM SIZE STRUCTURE
STEPS REQUIRED
15" or less
0 - 3
2 x 2' Box
No
18" to 24"
0 - 3'
2' -6" x 2' -6" Box
No
All Pipes
3' & Deeper
Manhole
Yes
24" & Greater
All Depths
Manhole
Yes
IS CRUSHED STONE w
0 FRACTURED FACE —
AGGREGATE HAND TAMPED
OR WALKED INTO 1/2 O.D.
• Steps shall be at 8" O.C. with first step 18" below top of costing.
* Manholes may be required fro 24" or smaller pipes depending upon
Intersection angles and number of pipes.
BEEHIVE INLET DETAIL 16
THE CONTRACTOR SHALL BE AWARE THAT IF THE TOP OF
THE TRENCH IS WITHIN 5' OF THE PROPOSED FUTURE BACK
OF CURB. THAT GRANULAR BACKFILL (NO. 53 AGGREGATE)
SHALL BE PLACED IN THE EXCAVATION AND COMPACTED
TO 95% MODIFIED PROCTOR AT 6" MAX. LIFTS.
WIDTH VARIES BASED ON THE TYPE OF PIPE MATERIAL &
DEPTH OF COVER. CONSULT THE PROJECT ENGINEER IF THE
6" CLEARANCE ON EACH SIDE OF THE PIPE IS NOT SUFFICIENT.
THE EXCAVATION OF THE TRENCH SIDE SLOPES SHALL BE IN
ACCORDANCE WITH I.O.S.H.A. REGULATIONS.
IN THE EVENT THAT A SOFT AREA IS ENCOUNTERED OR THE
BOTTOM OF THE TRENCH IS OVER DUG. THE TRENCH BOTTOM
WILL BE REFILLED WITH NO. 8 COMPACTED AGGREGATE
BEFORE THE PIPE IS LAID IN PLACE.
THIS TRENCH DETAIL IS TO BE USED FOR ALL TYPES OF
SANITARY SEWER PIPE MATERIAL INCLUDING P.V.C.. (SDR -35)
AND P.V.C. TRUSS PIPE.
FITS{ FINISH GRADE
COMPACTED GRANULAR * *(TRENCH SIDE SLOPES) COMPACTED GRANULAR
UNDER TO PA � 1.3 OVER
O 1r 6' UNNR L TO BE USED
UNDER ALL PAVED ARE
PIPE SIZE
12' -15"
18' & OVER
BEDDING BELDWI
THE PIPE BARREL
O.a /4
MIN =4•
aD /4
MAX =8'
1:6 10 12'
1:12 10 e'
ig CRUSHED STONE or
JS FRACTURED FACE
AGGREGAIE HAND LIMPED OR
WALKED INTO 1/2 O.D.+12'
ABOVE TOP OF PIPE
+12t BARREL)
CRUSHED STONE or
FRACTURED FACE AGGREGATE
L HOLE EXCAVATED
J8 CRUSHED STONE w
B- BORROW AS REQUIRED -
COMPACTED TO 952 MAX.
DENSITY
FLEXIBLE (PVC or HDPE) RCP PIPE BEDDING
PIPE BEDDING
STORM SEWER TRENCH DETAILS 17
ND Sm ceol
�+I`r
I 1 PIPE UNDERDRAIN 10' ALONG
I EACH STREET CENTERLINE.
1 I SEE DETAIL.
1 1
/
/ 00
DO
two
00
1 00
ot�
co
I 1/
` _ I STORM MANHOLE
NEENAH TYPE CASTING
NO. R -3433 (OR EJIW 5230)
T.C. ASPHALT
OPENING
1
1
Fit
SIDEWALK HANDICAP RAMP DETAIL 14
No SCALE C
SEE PLAN
I
I 1
PREPARED SUBGRADE
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" W DEPTH.
SUBGRADE UNDER ALL fig, SIDEWALK AND DRIVES SHALL BE COMPACTED W ACCORDANCE
WITH SECTION 207.02 OF THE STAIWA -6 SPECIFICATIONS.
CAP NOT REQUIRED
FOR BOX STRUCTURE
I�a1j aJ �4
`Z to
Lj
5'- • BETWEEN
o
` 0 EN 'itq
JOINTS TRANSVERSE
20' -0" BETWEEN EXPANSION JOINTS (MAX.
r
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK X�15
t.01r 1
6.'' : ?.::1►': :' ►'::�.�::�'.1'::�: :v r. ! ::':`:': STANDARD REINFORCED CONC. BASE
6" "B" BORROW
PIPE DEPTH MINIMUM SIZE STRUCTURE STEPS REQUIRED
15" or less 0 - 3' 2' x 2' Box No
18" to 24' 0 - 3' 2' -6" x 2' -6" Box No
All Pipes 3' & Deeper Manhole Yes
24" & Greater All Depths Manhole Yes
• Steps shall be at 8" O.C. with first step 18" below top of costing.
• Manholes may be required fro 24" or smaller pipes depending upon
Intersection angles and number of pipes.
PAVED AREA INLET 1e
0801
GRADE -
(NEW OR EXISTING)
VARI
TYPICAL SWALE
NOTE: CONCRETE APRON AND CASTING SHALL BE
INSTALLED SO THAT THEY DO NOT
CONTACT THE LATERAL OR LATERAL CAP.
EAST JORDAN IRONWORKS MODEL
1755 CASTING. LETTERED "SEWER'
V PVC CAP
BACI
SCORE 1/4- N
CONCRETE CURB AND WALK s
ND SCALE C8�1
=0 CAP W/C011C.-
1' ABOVE TOP OF PPE
B'I STD. STEEL PPE
GALVANIZED Nt PAN D
FLIED W /CONCRETE
Y -iris x 4' -O' OR —
r -o' x r -D' X 4' -D'
CONC. FODIING
SLOPE CONCRETE 1' ABOVE
Nt FINISH W/STEEL TROWEL
PAVEMENT
�L 1, • �l : "''
it
i t �_ .. :�? `ate• -;
BOLLARD DETAIL 10
NO SCALE CSD1
GRADE
VEW OR EXISTING)
SECTION 12
0801
-MINIMUM 1" CLEARANCE FROM TOP OF
CAP TO BOTTOM OF CASTING
EXPANSION JOINT
AROUND LATERAL
�- FINAL GRADE
UNDISTURBED EARTH. IK/ Ii •/K /K /IP/q/I�/iV //P /K /K /K/K /K /R
CLEANOUT TYPE 2
(HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
BEYOND THREE FEET OF BUILDING)
DTM4 CLEANOUT DETAIL �3
NO SCALE
1
EVENT
TACK COAT
PRIME COAT
1' /11 H.W.A. SURFACE
3" /8 H.W.A. BINDER
6` /53 COMPACTED STONE BASE
• PREPARED SUBGRADE PER INGOT No. 201
TYPICAL PAVEMENT SECTION 1
NO SCALE
TACK COAT
PRIME COAT
\��B- 1.5` f11 H.A.C. SURFACE
3. 08 H.A.C. BINDER
#53 COMPACTED STONE BASE
• PREPARED SUBORADE PER INDOT No. 201
■_:� D ":L ill, NI Z
' h:l
r.
• 0 O• p O. 0 090 • p Doc 090 Dec
0000000 °O • 0 °O • 0 °O • 0 °O • 0 0000090
0 0 n 0 0 0 0 0
6" CONCRETE PAVEMNT
V60 GRANULAR FILL (MIN.)
• PREPARED SUBGRADE PER INDOT No. 201
CONCRETE PAVEMENT SECTION 3
0801
i VA ACCFMKr TO BE NOTED FOR
SPACES DE30MIED FOR THAT USL
- ILLWNATNC TAPE (LET1TAI
• ILUMNAM TAPE (SVM BLOCK)
ILLUI lAM TAPE (BACKGROUND)
ALUMNAM TAPE (All"
- ILLIM/I M TAPE (BORDER)
ACCESSIBLE PARKING SIGN DETAIL
ND SCUE CSD1
401
Ir OUL
1g
2(r
/
ACCESSIBLE PARKING STALLS s
ND SCALE C801
T5
us
S
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```WW111111111///�/'
,GORl C.... , ,
N0.
920350 .�
STATE OF
1.�t7� •.
AL
� / /lllllllllll
DATE: / t THIS DRAWING AND THE IDEAS, SIGNS 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.
Q COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
hneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS * LIS
Home Builder Services
Interior Design
Land Surveying
Landscope Architecture
Transportation Engineering
�W
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DATE: PROJECT NO.:
06/15/01 904.005
DRAWN BY: CHECKED BY:
DTR
SHEET TITLE:
GENERAL DETAILS
DRAWING FILES-
R.- \904\OD5\DWGS\CBOI
SHEET NO.:
J8 CRUSHED STONE w
B- BORROW AS REQUIRED -
COMPACTED TO 952 MAX.
DENSITY
FLEXIBLE (PVC or HDPE) RCP PIPE BEDDING
PIPE BEDDING
STORM SEWER TRENCH DETAILS 17
ND Sm ceol
�+I`r
I 1 PIPE UNDERDRAIN 10' ALONG
I EACH STREET CENTERLINE.
1 I SEE DETAIL.
1 1
/
/ 00
DO
two
00
1 00
ot�
co
I 1/
` _ I STORM MANHOLE
NEENAH TYPE CASTING
NO. R -3433 (OR EJIW 5230)
T.C. ASPHALT
OPENING
1
1
Fit
SIDEWALK HANDICAP RAMP DETAIL 14
No SCALE C
SEE PLAN
I
I 1
PREPARED SUBGRADE
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" W DEPTH.
SUBGRADE UNDER ALL fig, SIDEWALK AND DRIVES SHALL BE COMPACTED W ACCORDANCE
WITH SECTION 207.02 OF THE STAIWA -6 SPECIFICATIONS.
CAP NOT REQUIRED
FOR BOX STRUCTURE
I�a1j aJ �4
`Z to
Lj
5'- • BETWEEN
o
` 0 EN 'itq
JOINTS TRANSVERSE
20' -0" BETWEEN EXPANSION JOINTS (MAX.
r
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK X�15
t.01r 1
6.'' : ?.::1►': :' ►'::�.�::�'.1'::�: :v r. ! ::':`:': STANDARD REINFORCED CONC. BASE
6" "B" BORROW
PIPE DEPTH MINIMUM SIZE STRUCTURE STEPS REQUIRED
15" or less 0 - 3' 2' x 2' Box No
18" to 24' 0 - 3' 2' -6" x 2' -6" Box No
All Pipes 3' & Deeper Manhole Yes
24" & Greater All Depths Manhole Yes
• Steps shall be at 8" O.C. with first step 18" below top of costing.
• Manholes may be required fro 24" or smaller pipes depending upon
Intersection angles and number of pipes.
PAVED AREA INLET 1e
0801
GRADE -
(NEW OR EXISTING)
VARI
TYPICAL SWALE
NOTE: CONCRETE APRON AND CASTING SHALL BE
INSTALLED SO THAT THEY DO NOT
CONTACT THE LATERAL OR LATERAL CAP.
EAST JORDAN IRONWORKS MODEL
1755 CASTING. LETTERED "SEWER'
V PVC CAP
BACI
SCORE 1/4- N
CONCRETE CURB AND WALK s
ND SCALE C8�1
=0 CAP W/C011C.-
1' ABOVE TOP OF PPE
B'I STD. STEEL PPE
GALVANIZED Nt PAN D
FLIED W /CONCRETE
Y -iris x 4' -O' OR —
r -o' x r -D' X 4' -D'
CONC. FODIING
SLOPE CONCRETE 1' ABOVE
Nt FINISH W/STEEL TROWEL
PAVEMENT
�L 1, • �l : "''
it
i t �_ .. :�? `ate• -;
BOLLARD DETAIL 10
NO SCALE CSD1
GRADE
VEW OR EXISTING)
SECTION 12
0801
-MINIMUM 1" CLEARANCE FROM TOP OF
CAP TO BOTTOM OF CASTING
EXPANSION JOINT
AROUND LATERAL
�- FINAL GRADE
UNDISTURBED EARTH. IK/ Ii •/K /K /IP/q/I�/iV //P /K /K /K/K /K /R
CLEANOUT TYPE 2
(HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
BEYOND THREE FEET OF BUILDING)
DTM4 CLEANOUT DETAIL �3
NO SCALE
1
EVENT
TACK COAT
PRIME COAT
1' /11 H.W.A. SURFACE
3" /8 H.W.A. BINDER
6` /53 COMPACTED STONE BASE
• PREPARED SUBGRADE PER INGOT No. 201
TYPICAL PAVEMENT SECTION 1
NO SCALE
TACK COAT
PRIME COAT
\��B- 1.5` f11 H.A.C. SURFACE
3. 08 H.A.C. BINDER
#53 COMPACTED STONE BASE
• PREPARED SUBORADE PER INDOT No. 201
■_:� D ":L ill, NI Z
' h:l
r.
• 0 O• p O. 0 090 • p Doc 090 Dec
0000000 °O • 0 °O • 0 °O • 0 °O • 0 0000090
0 0 n 0 0 0 0 0
6" CONCRETE PAVEMNT
V60 GRANULAR FILL (MIN.)
• PREPARED SUBGRADE PER INDOT No. 201
CONCRETE PAVEMENT SECTION 3
0801
i VA ACCFMKr TO BE NOTED FOR
SPACES DE30MIED FOR THAT USL
- ILLWNATNC TAPE (LET1TAI
• ILUMNAM TAPE (SVM BLOCK)
ILLUI lAM TAPE (BACKGROUND)
ALUMNAM TAPE (All"
- ILLIM/I M TAPE (BORDER)
ACCESSIBLE PARKING SIGN DETAIL
ND SCUE CSD1
401
Ir OUL
1g
2(r
/
ACCESSIBLE PARKING STALLS s
ND SCALE C801
T5
us
S
W
```WW111111111///�/'
,GORl C.... , ,
N0.
920350 .�
STATE OF
1.�t7� •.
AL
� / /lllllllllll
DATE: / t THIS DRAWING AND THE IDEAS, SIGNS 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.
Q COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
hneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS * LIS
Home Builder Services
Interior Design
Land Surveying
Landscope Architecture
Transportation Engineering
�W
CD
d Z
w CD
� x
Cd.3�
w
a
r�
DATE: PROJECT NO.:
06/15/01 904.005
DRAWN BY: CHECKED BY:
DTR
SHEET TITLE:
GENERAL DETAILS
DRAWING FILES-
R.- \904\OD5\DWGS\CBOI
SHEET NO.:
20' -0" BETWEEN EXPANSION JOINTS (MAX.
r
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK X�15
t.01r 1
6.'' : ?.::1►': :' ►'::�.�::�'.1'::�: :v r. ! ::':`:': STANDARD REINFORCED CONC. BASE
6" "B" BORROW
PIPE DEPTH MINIMUM SIZE STRUCTURE STEPS REQUIRED
15" or less 0 - 3' 2' x 2' Box No
18" to 24' 0 - 3' 2' -6" x 2' -6" Box No
All Pipes 3' & Deeper Manhole Yes
24" & Greater All Depths Manhole Yes
• Steps shall be at 8" O.C. with first step 18" below top of costing.
• Manholes may be required fro 24" or smaller pipes depending upon
Intersection angles and number of pipes.
PAVED AREA INLET 1e
0801
GRADE -
(NEW OR EXISTING)
VARI
TYPICAL SWALE
NOTE: CONCRETE APRON AND CASTING SHALL BE
INSTALLED SO THAT THEY DO NOT
CONTACT THE LATERAL OR LATERAL CAP.
EAST JORDAN IRONWORKS MODEL
1755 CASTING. LETTERED "SEWER'
V PVC CAP
BACI
SCORE 1/4- N
CONCRETE CURB AND WALK s
ND SCALE C8�1
=0 CAP W/C011C.-
1' ABOVE TOP OF PPE
B'I STD. STEEL PPE
GALVANIZED Nt PAN D
FLIED W /CONCRETE
Y -iris x 4' -O' OR —
r -o' x r -D' X 4' -D'
CONC. FODIING
SLOPE CONCRETE 1' ABOVE
Nt FINISH W/STEEL TROWEL
PAVEMENT
�L 1, • �l : "''
it
i t �_ .. :�? `ate• -;
BOLLARD DETAIL 10
NO SCALE CSD1
GRADE
VEW OR EXISTING)
SECTION 12
0801
-MINIMUM 1" CLEARANCE FROM TOP OF
CAP TO BOTTOM OF CASTING
EXPANSION JOINT
AROUND LATERAL
�- FINAL GRADE
UNDISTURBED EARTH. IK/ Ii •/K /K /IP/q/I�/iV //P /K /K /K/K /K /R
CLEANOUT TYPE 2
(HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
BEYOND THREE FEET OF BUILDING)
DTM4 CLEANOUT DETAIL �3
NO SCALE
1
EVENT
TACK COAT
PRIME COAT
1' /11 H.W.A. SURFACE
3" /8 H.W.A. BINDER
6` /53 COMPACTED STONE BASE
• PREPARED SUBGRADE PER INGOT No. 201
TYPICAL PAVEMENT SECTION 1
NO SCALE
TACK COAT
PRIME COAT
\��B- 1.5` f11 H.A.C. SURFACE
3. 08 H.A.C. BINDER
#53 COMPACTED STONE BASE
• PREPARED SUBORADE PER INDOT No. 201
■_:� D ":L ill, NI Z
' h:l
r.
• 0 O• p O. 0 090 • p Doc 090 Dec
0000000 °O • 0 °O • 0 °O • 0 °O • 0 0000090
0 0 n 0 0 0 0 0
6" CONCRETE PAVEMNT
V60 GRANULAR FILL (MIN.)
• PREPARED SUBGRADE PER INDOT No. 201
CONCRETE PAVEMENT SECTION 3
0801
i VA ACCFMKr TO BE NOTED FOR
SPACES DE30MIED FOR THAT USL
- ILLWNATNC TAPE (LET1TAI
• ILUMNAM TAPE (SVM BLOCK)
ILLUI lAM TAPE (BACKGROUND)
ALUMNAM TAPE (All"
- ILLIM/I M TAPE (BORDER)
ACCESSIBLE PARKING SIGN DETAIL
ND SCUE CSD1
401
Ir OUL
1g
2(r
/
ACCESSIBLE PARKING STALLS s
ND SCALE C801
T5
us
S
W
```WW111111111///�/'
,GORl C.... , ,
N0.
920350 .�
STATE OF
1.�t7� •.
AL
� / /lllllllllll
DATE: / t THIS DRAWING AND THE IDEAS, SIGNS 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.
Q COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
hneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS * LIS
Home Builder Services
Interior Design
Land Surveying
Landscope Architecture
Transportation Engineering
�W
CD
d Z
w CD
� x
Cd.3�
w
a
r�
DATE: PROJECT NO.:
06/15/01 904.005
DRAWN BY: CHECKED BY:
DTR
SHEET TITLE:
GENERAL DETAILS
DRAWING FILES-
R.- \904\OD5\DWGS\CBOI
SHEET NO.:
• Steps shall be at 8" O.C. with first step 18" below top of costing.
• Manholes may be required fro 24" or smaller pipes depending upon
Intersection angles and number of pipes.
PAVED AREA INLET 1e
0801
GRADE -
(NEW OR EXISTING)
VARI
TYPICAL SWALE
NOTE: CONCRETE APRON AND CASTING SHALL BE
INSTALLED SO THAT THEY DO NOT
CONTACT THE LATERAL OR LATERAL CAP.
EAST JORDAN IRONWORKS MODEL
1755 CASTING. LETTERED "SEWER'
V PVC CAP
BACI
SCORE 1/4- N
CONCRETE CURB AND WALK s
ND SCALE C8�1
=0 CAP W/C011C.-
1' ABOVE TOP OF PPE
B'I STD. STEEL PPE
GALVANIZED Nt PAN D
FLIED W /CONCRETE
Y -iris x 4' -O' OR —
r -o' x r -D' X 4' -D'
CONC. FODIING
SLOPE CONCRETE 1' ABOVE
Nt FINISH W/STEEL TROWEL
PAVEMENT
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TYPICAL PAVEMENT SECTION 1
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CONCRETE PAVEMENT SECTION 3
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DATE: / t THIS DRAWING AND THE IDEAS, SIGNS 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.
Q COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
hneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
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GIS * LIS
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DATE: PROJECT NO.:
06/15/01 904.005
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SHEET TITLE:
GENERAL DETAILS
DRAWING FILES-
R.- \904\OD5\DWGS\CBOI
SHEET NO.:
DATE: PROJECT NO.:
06/15/01 904.005
DRAWN BY: CHECKED BY:
DTR
SHEET TITLE:
GENERAL DETAILS
DRAWING FILES-
R.- \904\OD5\DWGS\CBOI
SHEET NO.: