HomeMy WebLinkAbout45&46-99 Z 338-99 Providence at Old Meridian - Construction Details - C116DIA.
T (Min.)
Ax
C x
D x
Ex
K
R1
R2
Approx.
Weight
12 M
2 M
5
1 N
4 -3
1 N
6 2
1 N
2 -0
1.3
10 1 N
9"
800
15"
2
7"
4'-0"
6'-3"
2'-6"
1.5
12 W
11"
1100
18 M
2 N
11 N
4'-'1"
1 1
6 2
1 u
3 -0
1.8
15 12
12"
1300
21"
2
11"
3
6
3' -0"
2.1
16 1 ,8"
13"
1500
24"
3"
1"-0"
2' -8"
6
4'-0"
2.3
1
16 316
14"
1800
27"
3
1' -1"
2
6
4'-6"
2.6
16 316"
14 12"
2100
30"
3
1 -2"
1-10"
6'--3"
5' -0"
2.9
18 12"
15"
2400
33"
3
1'--3"
3
8' -3"
5'-6"
3.1
23 3/4"
17 12"
4100
36"
4
1' -5"
3' -1"
8
6' -0"
3.4
24 516"
20"
4200
suoJao said puns
12
1 ^21
1t,
4;-----(-- 3,^
4 I
15
1 '20
I t*
3
1 '2
4
1 s
''7
1
4
1 '2
4
21
1 '3i
4
1 '2
5
24
it
3 '4•
4
1, 2
5
27
it
3 4
4
1 '2
5
30
3 4
3 4•
4
1 '2
5
36
3 '4•
1
4
34
8
42
3 '4+
1 4
4
3 '4
48
3'4
1 I
5
3 4
6
54
3 41
via piDS
5
A%
60
3'4i
ill Pipe
5
3
a
66
4.4•
I
6
A
s
54
34 0
11x p1M
6
14
5
72
3 4
1 pipe
7
3 4
10
S0
3
1
7
3 4
14
1_.4______ H
r A l
n o Q
PORTLAND CEMENT
3500 PSI CONCRETE
1/4" PER Ft. 0
11
PAVEMENT
TRANSVERSE
CONTRACTION
JOINTS
VARIES (SEE PLANS)
12" REVETMENT RIPRAP
SEE GRADING UTIUTY PLANS
FOR 10' WIDTH (TYP.)
1 1/2" SURFACE
6" APPLIED CURB
100'
TRANSVERSE
EXPANSION
JOINTS
1/2" SCORE
00
T
1111.111'111141111113■11WM%%%1MXWI
WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT,
EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED
AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB
AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 12 ROUND
DEFORMED BARS OF 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.
CURB JOINT DETAIL
1/8 "R
TOP OF CURB
1843.5
11
6"
INTEGRAL WALK AND CURB DETAIL
5.5'
KEYWAY
CONSTRUCTION
JOINT (TYP.)
3" CLEAR
BOTTOM OF CURB
R 1"
1" CLEAR (TYP.)
r
1.5'
#6 BARS 12" QC
50TH WAYS TOP
BOTTOM (TYP.)
SECTION A -A
N
i
SEE DOWNSTREAM RETAINING WALL
TYPICAL DETAILS
PROPOSED 10"
RETAINING WALL
1" CLEAR (TYP.)
1
DECORATIVE ASPHALT PAVEMENT
Bolt to apron 6' from *dos of concrete:
3boltplatesrep'd- 1 '4 "x4"x
NOTES:
1. BARS 4 PLATES ARE HOT ROLLED STEEL.
2. BARS. PLATES. 4 PIPE ARE FINISHED
WITH 2 COATS OF ALUMINUM PAINT.
3. BOLTS ARE GALVANIZED.
4. SEE STD. PLATES A -10 4. A -11 FOR APRON
DIMENSIONS.
5. TRASH GUARDS WITH DIFFERENT DIAMETER BARS ARE
AVAILABLE FOR SPECIAL ORDER
PROPOSED 32 LF N
F 12 RCP 1.00%
6" Typ.
1 L
UNDERCUT
SIDEWALK RAMP DETAIL
ELEV 854.0 (HIGH POINT)
AT MID SPAN OF 40' LONG BRIDGE
APPROX. LIMITS OF FOUNDATION EXCAVATION
NOTE: REFER TO C106 C108 FOR PLAN
VIEW OF RETAINING WALLS. ALSO, SEE
ARCHITECT'S DRAWINGS FOR DETAILS OF
BRIDGE SUPERSTRUCTURE.
NO SCALE
'.g.V.ti 4!4:1
PAVEMENT ON BASE
1
NO SCALE
841.5
RETAINING WALL SECTION CLEAR
TRASH GUARD FOR CONC. END SECTIONS
SECTION A -A
PROPOSED 10"
RETAINING WALL
KEYWAY
CONSTRUCTION
JOINT (TYP.)
COMPACTED GRANULAR FILL
4" CONCRETE SLAB ON 4"
11
11
11
11
11
11
11
#6 BARS 12" GC
BOTH WAYS TOP
BOTTOM (TYP.)
SECTION B -B
0
1. 5'
#4 BARS
#4 BARS
(TYPICAL)
*42" METAL RAIL CONNECTION
BY ARCHITECT (TYP.)
*3' x 3' PILASTER (OPTIONAL)
(TO CANTILEVER 6" BEYOND
BRICK VENEER.)
*PROJECT VERTICAL REBARS INTO
THICKENED CONCRETE WALK
r.
*BRICK
VENEER
18" GC OUTSIDE
9" GEC INSIDE
Grooved end on outlet end
Tongue end on inlet end.
D
B (D C)
SW-
3"
G rooved (or tongue to be the
same as on Standard Reinforced
Concrete Pipe ASTM Designation
C-76
0
0
PLAN VIEW
9"
6"
LONGITUDINAL SECTION
F-
w
O
CV
12"
CLASS 'A' CONCRETE
FLAT GRATE PLAN
7-0"
Square
r
O
RETENTION POND BANK CROSS SECTION
12"
CURB GRATE PLAN
Note:
Precast Concrete Catch
Basin May Be Used in
Lieu Of Masonry Construction
Shown. Provide 8" To 12"
Of Adjusting Rings.
Pat Grate
And Frame
Expansion Joint
(Typical)
Concrete Curb
East Jordan 7045,
Or Equal
x Tolerance 1"
Lead To Main Line
Date: January 1995
PRECAST CONCRETE END SECTION
Top Of Costing Elevation
As Shown On Drawings
4
4
4
4
4
4
4 4
4 4
4
4
Invert Elevation
As Required
,#4 12EY/
Top Bottom
Scab Not To Scale
4
SECTION
TITLE:
CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS
SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 CLASS II
(AS SET OUT IN STANDARD SPECIFICATIONS)
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH,
PLEASING TRANSITION APPROXIMATELY 10' -0" IN LENGTH.
NI
CITY OF CARMEL
STANDARD DETAILS
CATCH BASIN
DETAIL
Drawn B M I Drowin Nara. CS1
4kwers. inc.
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED
CONCRETE, A.S.T.M. DESIGNATION C-76 CLASS II FOR THE SIZE OF CONNECTING PIPE.
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT
OF ONE LAYER OF STEEL IN THE "C" PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT
THE FLOW UNES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTOR.
VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL,
AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS
AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN,
AND SEWER PIPE, A.S.T.M. DESIGNATION C-76.
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT IS USED, A "PIPE END SECTION"
COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS
APPROVED BY THE ENGINEER. EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE
OF METAL END SECTION IS PROHIBITED.
END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION"
COMPLETE IN PLACE AND ACCEPTED.
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS.
THE COST THEROF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR
"PIPE END SECTION."
Q
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SHEET NO.
5. 0
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C116
2
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DATE: MARCH 08, 2000
SCALE: N/A
PROJECT NO. 111 -1150
1150DET1.DGN
PREPARED FOR:
REVISIONS AND
Apron
Size
V-bar
SIzs
H-bor
Size
No. of
N-bars
Rp. d
Bolt
Dlo.
'A`
01m.
Inches
Inches
suo_ bad uo.Jv
16
I
sti
3
1 '2
5
24
4
3'
4
1 '2
7
30
L's
3 4 1
4
1 '2
7
36
3.
1
4
1'
101,
42
34
1
4
3 14
11
40
3
11' pips
4
31 4
12
54
3 •4
1 A ID*
4
3 4
12
60
3 '44
1i'2 pipe
5
3 4
14
72
31 4
1 pips
5
3 4
14
84
3•
1 pips
6
3 4
15
1_.4______ H
r A l
n o Q
PORTLAND CEMENT
3500 PSI CONCRETE
1/4" PER Ft. 0
11
PAVEMENT
TRANSVERSE
CONTRACTION
JOINTS
VARIES (SEE PLANS)
12" REVETMENT RIPRAP
SEE GRADING UTIUTY PLANS
FOR 10' WIDTH (TYP.)
1 1/2" SURFACE
6" APPLIED CURB
100'
TRANSVERSE
EXPANSION
JOINTS
1/2" SCORE
00
T
1111.111'111141111113■11WM%%%1MXWI
WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT,
EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED
AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB
AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 12 ROUND
DEFORMED BARS OF 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.
CURB JOINT DETAIL
1/8 "R
TOP OF CURB
1843.5
11
6"
INTEGRAL WALK AND CURB DETAIL
5.5'
KEYWAY
CONSTRUCTION
JOINT (TYP.)
3" CLEAR
BOTTOM OF CURB
R 1"
1" CLEAR (TYP.)
r
1.5'
#6 BARS 12" QC
50TH WAYS TOP
BOTTOM (TYP.)
SECTION A -A
N
i
SEE DOWNSTREAM RETAINING WALL
TYPICAL DETAILS
PROPOSED 10"
RETAINING WALL
1" CLEAR (TYP.)
1
DECORATIVE ASPHALT PAVEMENT
Bolt to apron 6' from *dos of concrete:
3boltplatesrep'd- 1 '4 "x4"x
NOTES:
1. BARS 4 PLATES ARE HOT ROLLED STEEL.
2. BARS. PLATES. 4 PIPE ARE FINISHED
WITH 2 COATS OF ALUMINUM PAINT.
3. BOLTS ARE GALVANIZED.
4. SEE STD. PLATES A -10 4. A -11 FOR APRON
DIMENSIONS.
5. TRASH GUARDS WITH DIFFERENT DIAMETER BARS ARE
AVAILABLE FOR SPECIAL ORDER
PROPOSED 32 LF N
F 12 RCP 1.00%
6" Typ.
1 L
UNDERCUT
SIDEWALK RAMP DETAIL
ELEV 854.0 (HIGH POINT)
AT MID SPAN OF 40' LONG BRIDGE
APPROX. LIMITS OF FOUNDATION EXCAVATION
NOTE: REFER TO C106 C108 FOR PLAN
VIEW OF RETAINING WALLS. ALSO, SEE
ARCHITECT'S DRAWINGS FOR DETAILS OF
BRIDGE SUPERSTRUCTURE.
NO SCALE
'.g.V.ti 4!4:1
PAVEMENT ON BASE
1
NO SCALE
841.5
RETAINING WALL SECTION CLEAR
TRASH GUARD FOR CONC. END SECTIONS
SECTION A -A
PROPOSED 10"
RETAINING WALL
KEYWAY
CONSTRUCTION
JOINT (TYP.)
COMPACTED GRANULAR FILL
4" CONCRETE SLAB ON 4"
11
11
11
11
11
11
11
#6 BARS 12" GC
BOTH WAYS TOP
BOTTOM (TYP.)
SECTION B -B
0
1. 5'
#4 BARS
#4 BARS
(TYPICAL)
*42" METAL RAIL CONNECTION
BY ARCHITECT (TYP.)
*3' x 3' PILASTER (OPTIONAL)
(TO CANTILEVER 6" BEYOND
BRICK VENEER.)
*PROJECT VERTICAL REBARS INTO
THICKENED CONCRETE WALK
r.
*BRICK
VENEER
18" GC OUTSIDE
9" GEC INSIDE
Grooved end on outlet end
Tongue end on inlet end.
D
B (D C)
SW-
3"
G rooved (or tongue to be the
same as on Standard Reinforced
Concrete Pipe ASTM Designation
C-76
0
0
PLAN VIEW
9"
6"
LONGITUDINAL SECTION
F-
w
O
CV
12"
CLASS 'A' CONCRETE
FLAT GRATE PLAN
7-0"
Square
r
O
RETENTION POND BANK CROSS SECTION
12"
CURB GRATE PLAN
Note:
Precast Concrete Catch
Basin May Be Used in
Lieu Of Masonry Construction
Shown. Provide 8" To 12"
Of Adjusting Rings.
Pat Grate
And Frame
Expansion Joint
(Typical)
Concrete Curb
East Jordan 7045,
Or Equal
x Tolerance 1"
Lead To Main Line
Date: January 1995
PRECAST CONCRETE END SECTION
Top Of Costing Elevation
As Shown On Drawings
4
4
4
4
4
4
4 4
4 4
4
4
Invert Elevation
As Required
,#4 12EY/
Top Bottom
Scab Not To Scale
4
SECTION
TITLE:
CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS
SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 CLASS II
(AS SET OUT IN STANDARD SPECIFICATIONS)
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH,
PLEASING TRANSITION APPROXIMATELY 10' -0" IN LENGTH.
NI
CITY OF CARMEL
STANDARD DETAILS
CATCH BASIN
DETAIL
Drawn B M I Drowin Nara. CS1
4kwers. inc.
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED
CONCRETE, A.S.T.M. DESIGNATION C-76 CLASS II FOR THE SIZE OF CONNECTING PIPE.
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT
OF ONE LAYER OF STEEL IN THE "C" PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT
THE FLOW UNES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTOR.
VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL,
AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS
AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN,
AND SEWER PIPE, A.S.T.M. DESIGNATION C-76.
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT IS USED, A "PIPE END SECTION"
COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS
APPROVED BY THE ENGINEER. EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE
OF METAL END SECTION IS PROHIBITED.
END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION"
COMPLETE IN PLACE AND ACCEPTED.
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS.
THE COST THEROF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR
"PIPE END SECTION."
Q
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SHEET NO.
5. 0
ci
C116
2
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CAN
a 00 4
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a)
o
CL c
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CD
.c:
M
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DATE: MARCH 08, 2000
SCALE: N/A
PROJECT NO. 111 -1150
1150DET1.DGN
PREPARED FOR:
REVISIONS AND
�o
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CC.
CvO.
03.-0 0
Co
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1_.4______ H
r A l
n o Q
PORTLAND CEMENT
3500 PSI CONCRETE
1/4" PER Ft. 0
11
PAVEMENT
TRANSVERSE
CONTRACTION
JOINTS
VARIES (SEE PLANS)
12" REVETMENT RIPRAP
SEE GRADING UTIUTY PLANS
FOR 10' WIDTH (TYP.)
1 1/2" SURFACE
6" APPLIED CURB
100'
TRANSVERSE
EXPANSION
JOINTS
1/2" SCORE
00
T
1111.111'111141111113■11WM%%%1MXWI
WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT,
EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED
AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB
AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 12 ROUND
DEFORMED BARS OF 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.
CURB JOINT DETAIL
1/8 "R
TOP OF CURB
1843.5
11
6"
INTEGRAL WALK AND CURB DETAIL
5.5'
KEYWAY
CONSTRUCTION
JOINT (TYP.)
3" CLEAR
BOTTOM OF CURB
R 1"
1" CLEAR (TYP.)
r
1.5'
#6 BARS 12" QC
50TH WAYS TOP
BOTTOM (TYP.)
SECTION A -A
N
i
SEE DOWNSTREAM RETAINING WALL
TYPICAL DETAILS
PROPOSED 10"
RETAINING WALL
1" CLEAR (TYP.)
1
DECORATIVE ASPHALT PAVEMENT
Bolt to apron 6' from *dos of concrete:
3boltplatesrep'd- 1 '4 "x4"x
NOTES:
1. BARS 4 PLATES ARE HOT ROLLED STEEL.
2. BARS. PLATES. 4 PIPE ARE FINISHED
WITH 2 COATS OF ALUMINUM PAINT.
3. BOLTS ARE GALVANIZED.
4. SEE STD. PLATES A -10 4. A -11 FOR APRON
DIMENSIONS.
5. TRASH GUARDS WITH DIFFERENT DIAMETER BARS ARE
AVAILABLE FOR SPECIAL ORDER
PROPOSED 32 LF N
F 12 RCP 1.00%
6" Typ.
1 L
UNDERCUT
SIDEWALK RAMP DETAIL
ELEV 854.0 (HIGH POINT)
AT MID SPAN OF 40' LONG BRIDGE
APPROX. LIMITS OF FOUNDATION EXCAVATION
NOTE: REFER TO C106 C108 FOR PLAN
VIEW OF RETAINING WALLS. ALSO, SEE
ARCHITECT'S DRAWINGS FOR DETAILS OF
BRIDGE SUPERSTRUCTURE.
NO SCALE
'.g.V.ti 4!4:1
PAVEMENT ON BASE
1
NO SCALE
841.5
RETAINING WALL SECTION CLEAR
TRASH GUARD FOR CONC. END SECTIONS
SECTION A -A
PROPOSED 10"
RETAINING WALL
KEYWAY
CONSTRUCTION
JOINT (TYP.)
COMPACTED GRANULAR FILL
4" CONCRETE SLAB ON 4"
11
11
11
11
11
11
11
#6 BARS 12" GC
BOTH WAYS TOP
BOTTOM (TYP.)
SECTION B -B
0
1. 5'
#4 BARS
#4 BARS
(TYPICAL)
*42" METAL RAIL CONNECTION
BY ARCHITECT (TYP.)
*3' x 3' PILASTER (OPTIONAL)
(TO CANTILEVER 6" BEYOND
BRICK VENEER.)
*PROJECT VERTICAL REBARS INTO
THICKENED CONCRETE WALK
r.
*BRICK
VENEER
18" GC OUTSIDE
9" GEC INSIDE
Grooved end on outlet end
Tongue end on inlet end.
D
B (D C)
SW-
3"
G rooved (or tongue to be the
same as on Standard Reinforced
Concrete Pipe ASTM Designation
C-76
0
0
PLAN VIEW
9"
6"
LONGITUDINAL SECTION
F-
w
O
CV
12"
CLASS 'A' CONCRETE
FLAT GRATE PLAN
7-0"
Square
r
O
RETENTION POND BANK CROSS SECTION
12"
CURB GRATE PLAN
Note:
Precast Concrete Catch
Basin May Be Used in
Lieu Of Masonry Construction
Shown. Provide 8" To 12"
Of Adjusting Rings.
Pat Grate
And Frame
Expansion Joint
(Typical)
Concrete Curb
East Jordan 7045,
Or Equal
x Tolerance 1"
Lead To Main Line
Date: January 1995
PRECAST CONCRETE END SECTION
Top Of Costing Elevation
As Shown On Drawings
4
4
4
4
4
4
4 4
4 4
4
4
Invert Elevation
As Required
,#4 12EY/
Top Bottom
Scab Not To Scale
4
SECTION
TITLE:
CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS
SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 CLASS II
(AS SET OUT IN STANDARD SPECIFICATIONS)
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH,
PLEASING TRANSITION APPROXIMATELY 10' -0" IN LENGTH.
NI
CITY OF CARMEL
STANDARD DETAILS
CATCH BASIN
DETAIL
Drawn B M I Drowin Nara. CS1
4kwers. inc.
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED
CONCRETE, A.S.T.M. DESIGNATION C-76 CLASS II FOR THE SIZE OF CONNECTING PIPE.
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT
OF ONE LAYER OF STEEL IN THE "C" PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT
THE FLOW UNES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTOR.
VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL,
AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS
AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN,
AND SEWER PIPE, A.S.T.M. DESIGNATION C-76.
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT IS USED, A "PIPE END SECTION"
COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS
APPROVED BY THE ENGINEER. EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE
OF METAL END SECTION IS PROHIBITED.
END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION"
COMPLETE IN PLACE AND ACCEPTED.
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS.
THE COST THEROF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR
"PIPE END SECTION."
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DATE: MARCH 08, 2000
SCALE: N/A
PROJECT NO. 111 -1150
1150DET1.DGN
PREPARED FOR:
REVISIONS AND