HomeMy WebLinkAbout060-00 C116 Construction DetailsVARIES (SEE PLANS)
INTEGRAL -WALK AND CURB DETAIL
12" REVETMENT RIPRAP
SEE GRADING & UTILITY PLANS
FOR 10' WIDTH (TYP)
r - - - - - - - I ' * SEE DOVMNSTREAM RETAINNG WALL
I TYPICAL DETAILS
1 II
I II
I II
KEYWAY I 1 I
CONSTRUCTION 1 II
I I I I _863.5
JOINT (TYP.)
DECORATIVE ASPHALT PAVEMENT --
1 flAVEME�(T ON BASE �4" CO COE SOON FILL
zo
SECTION_ A -A
SIDEWALK RAMP DETAIL
NO SCALE
- **42* METAL RAIL CONNECTION
ELEV - 864.0 (HIGH POINT) I - - - - - - - BY ARCHITECT (TYP.)
AT MID -SPAN OF 40' LONG BF0DGE i *•3' x 3' PILASTER (OPTK)PW )
1 11 I f (TO CANTILEVER 6' 13EYOND
BRICK VENEER.)
853.5 I I I �
It , *PROJECT VERTICAL REBARS INTO
1 THICKENED CONCRETE WALK
. 862.5
4' WALK - - - -__ - - - -20' CLENi ROADWAY 4 WICK
o U
- PROP 12
ED ,.
12` COMPACTED CUY -_ - - - _ - _ - ` - ` _ OS 32 LF OF " RCP 1.00X PROPOSED 10;
- - _ COMP. - - _ - _ RETAMMNG W, _11
- CLAY -� - -- _ - -- - --
PROPOSED 10"
20 RETAINING WALL - UNDERCtir - - -
-I" CLEAR (TYP)
KEYWAY
APPROX. LIMITS OF FOUNDATION EXCAVATION - ��\ C N UC
STATION
_ �� (TYP.)
3" CLEAR NOTE: REFER TO C106 & G" FOR PLAN �\
VIEW OF RETANNNJG WALLS
_a. o r
PAVEMENT
r . *BWCK VENEER
*•IM BARS to 18" CAC ;)UTSIOE
' * # 4 RAP,' 9' OG INSIDE
( (YP1('AL)
ALSO, SEE � -
ARCHITECT'S DRAWWC3S FOR DETAILS OF 841.5 1,4L i
#6 BARS 0 12' SC BRIDGE SUPERSTRUCTURE.
BOTH WAYS TOP Nl► 5.5'
7• BOTTOM (TYP 1 -__� n % rT w t I► t I t► s � ► • t w t t r. t.- .•. �-..•� 3" C`.1 FAR
6" APPLIED CURB
100'
TOP Of' CORE
�\ BOTTOM OF CURB
\ TRANSVERSE
EXPANSION
JOINTS
TRANSVERSE
CONTRACTION
JOINTS
WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT,
EXPANSION AND CONTRACTION J004TS SHOULD BE PLACED
AT THE SAME LOCA IONS AS IN THE PAVEMENT SLAB, THE CURB
AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY W " ROUND
DEFORMED BARS OF ABOUT 3 FOOT INTERVALS. IF NO CONCRETE
PAVEMENT IS BEINr- 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
SECTION A -A
Wlt to mr,
2 "it •1•t�
ilC VVHLL k*:)tU 11UN
Mons •
1. Wf • PLATff Nr NOT - MGLL91 s7cu.
2. 0401. ►LA7ff. • PION Mf ►I1N1$MU
WIT* 2 mgrs M AL I1W ►PINT.
2. 1111111. Ts *K sk'ORA1�0.
4. of fT1. PLA19f A -14 • * -111 rw /r11ci1
OIt1M I Ots.
S. YVA N OAAFM WITH 01IrU1LNTT 111Y[Tf► UM AN
AV.IItOLf FOR 004CI1► ft m
NO SCALE
TB,9SH GUARD FOR CONC. END SECT N.S
r,
#6 BARS Q 12" OC
BOTH WAYS TOP &
BOTTOM (TYP.)
SECTION B-B
Grooaed and on outlet end
Tongue and on "m end.
D
B - (D - C)
a
7:�
A "
9
3" -�
GrooMed (or WqA ) to be the
acme ee on Slendrd PWW4oroed
C norsb Pipe ASTM Demom l m
C-76
A -wJ
LONGITUDINAL SECTION
Y I- -9 --►
'1
� I
r
I I I
I �\ U ,•I
Q I
U I
�I
6"
PLAN VIEW
H
O
I
fV
RETENTION POND _ BANK CROS
.iii i.4
Precast Concrete Catch
Basin Moy Be Used In
Lieu Of Masonry Cons' uction
Shown. Provide 8" Tc 12'
Of Adjiusfing Rings.
Flat Crate
And Frome
FL/ T' GRATE -- PLAN
onsion Join t
>Ical)
crete Curb
,don 7045,
li
C:0TInwI
Top Of Costing Devotion
As Shown On nrnlrL,n•
#04 • !2 CYI -�
Top & Bottom SECTION
I CITY OF CARMEL _ CATCH BASIN
CURB GRATE - PLAN STANDARD DETAILS DETAIL
06/a JmwrY 1606 foal&' wet To f0si. Dr•Irn f!r< Jan" N ►Miry
_ G�Iwf, ha 01, MM►« oft
DNA.
y►.n
fli0
f101
fIN
060. M
N.�.•
Feed
belt
010.
'A'
ota
Inrw
IrrN00
Approx.
Weight
11
' 1
1
2
1
8
1.3
24
4
1
4
1•,
7
'1 1
so
`'
w/
4
11"
24
r 1
is
'
' I
4
1
101.1
r l
42
A%0
1 /
4
164
11
/
44
A
11't 0106
4
164
12
/
54
4%
11.10106
4
+y
12
1%6
40
I
11,10100
6
11%
14
4%111
72
I
11-1 0106
1
164
Is
4111
84
w 1
11 0106
•
4% 1
11
TB,9SH GUARD FOR CONC. END SECT N.S
r,
#6 BARS Q 12" OC
BOTH WAYS TOP &
BOTTOM (TYP.)
SECTION B-B
Grooaed and on outlet end
Tongue and on "m end.
D
B - (D - C)
a
7:�
A "
9
3" -�
GrooMed (or WqA ) to be the
acme ee on Slendrd PWW4oroed
C norsb Pipe ASTM Demom l m
C-76
A -wJ
LONGITUDINAL SECTION
Y I- -9 --►
'1
� I
r
I I I
I �\ U ,•I
Q I
U I
�I
6"
PLAN VIEW
H
O
I
fV
RETENTION POND _ BANK CROS
.iii i.4
Precast Concrete Catch
Basin Moy Be Used In
Lieu Of Masonry Cons' uction
Shown. Provide 8" Tc 12'
Of Adjiusfing Rings.
Flat Crate
And Frome
FL/ T' GRATE -- PLAN
onsion Join t
>Ical)
crete Curb
,don 7045,
li
C:0TInwI
Top Of Costing Devotion
As Shown On nrnlrL,n•
#04 • !2 CYI -�
Top & Bottom SECTION
I CITY OF CARMEL _ CATCH BASIN
CURB GRATE - PLAN STANDARD DETAILS DETAIL
06/a JmwrY 1606 foal&' wet To f0si. Dr•Irn f!r< Jan" N ►Miry
_ G�Iwf, ha 01, MM►« oft
DNA.
I J
11 1
ti t
2
' •,
4
R1
R2
Approx.
Weight
12'
2
6'
4' -0"
6-2"
2'-•0"
1.3
101A"
4
800
16'
2 *'
21
'1 1
ti t
4
1.5
1212"
11"
24
r 1
rl /
4
'1
6' -2'
3' -0"
27
r l
fY /
4
21"
2*'
11'
20
/
1
4
16 1'8'
13"
1500
>s
/
1 1
4
L.
/
2.3
42
1%6
1 1
4
164
1
2'--6'
41
4%111
1 1
1
N
/
W.
14
4111
1111106
6
4%
/
18 Y2'
N
/
010106
I
;v
1
8'-3'
5'-6"
3.1
111 ►100
t
164
•
4-
14
X111
1110100
6
44
/
20" 1
it
1%4
111 0106
7
164
10
M
4% 1
111 0106
7
44
14
TB,9SH GUARD FOR CONC. END SECT N.S
r,
#6 BARS Q 12" OC
BOTH WAYS TOP &
BOTTOM (TYP.)
SECTION B-B
Grooaed and on outlet end
Tongue and on "m end.
D
B - (D - C)
a
7:�
A "
9
3" -�
GrooMed (or WqA ) to be the
acme ee on Slendrd PWW4oroed
C norsb Pipe ASTM Demom l m
C-76
A -wJ
LONGITUDINAL SECTION
Y I- -9 --►
'1
� I
r
I I I
I �\ U ,•I
Q I
U I
�I
6"
PLAN VIEW
H
O
I
fV
RETENTION POND _ BANK CROS
.iii i.4
Precast Concrete Catch
Basin Moy Be Used In
Lieu Of Masonry Cons' uction
Shown. Provide 8" Tc 12'
Of Adjiusfing Rings.
Flat Crate
And Frome
FL/ T' GRATE -- PLAN
onsion Join t
>Ical)
crete Curb
,don 7045,
li
C:0TInwI
Top Of Costing Devotion
As Shown On nrnlrL,n•
#04 • !2 CYI -�
Top & Bottom SECTION
I CITY OF CARMEL _ CATCH BASIN
CURB GRATE - PLAN STANDARD DETAILS DETAIL
06/a JmwrY 1606 foal&' wet To f0si. Dr•Irn f!r< Jan" N ►Miry
_ G�Iwf, ha 01, MM►« oft
DNA.
T (Min,)
A x
C x
D x
E x
K
R1
R2
Approx.
Weight
12'
2'
6'
4' -0"
6-2"
2'-•0"
1.3
101A"
9"
800
16'
2 *'
7"
4' -0"
VA"
2'-4"
1.5
1212"
11"
1100
18'
2 *'
11"
4' -1"
6' -2'
3' -0"
1.8
15 12"
12"
1300
21"
2*'
11'
3'-.6'
8'-3'
Y6'
2.1
16 1'8'
13"
1500
24'
3"
1 " -0"
2'4'
6' -0"
4' -0"
2.3
16 316'
14"
1800
27'
3 *'
1' -1"
2'--6'
6' -0'
4'-8"
2.6 116
316"
14 Y2"
2100
W.
3 *"
V -2"
1' -10' 1
6'--,3'
5' -0"
2.9
18 Y2'
15"
2400
33"
3 *'
V-3"
3' 4"
8'-3'
5'-6"
3.1
23 34"
17 12"
4100
36' 1
4-
V-6-
S -1"
8' -0"
6' -V
3.4
24 &16"
20" 1
4200
X l of ance +/L 1
'6- s
z
CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS
SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DES",IIATION C-76 CLASS it
(AS SET OUT IN STANDARD SPECIFICATIONS)
CLASS 'A' CONCRETE
REINFORCEMENT IN THE "C' PORTION SWILL BE THE SAME AS SPECIFIED FOR REINFORCED
CONCRETE, A.S.T.M, DESIGNATION G-76 CLASS II FOR THE SIZE OF CONNECTING PIPE.
J
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT
OF ONE LAYER OF STEEL IN THE "C" PORTION.
W
THE END OF THE PIPE CULVERT SWILL BE PLACED IN THE CONCRETE END SECTION SO THAT
a
THE FLOW LINES ARE FLUSH, THE JOINT SHALL BE COMPLETELY FILLED WITH MOATOR.
_
~
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.
W
VARiAT10NS W DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL,
CL
AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VAHIATIONS IN DIMENSIONS
Q
AS PROMDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN,
Z
AND SEWER PIPE, A.S.T.M. DESIGNATION C-76.
w
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT IS USED, A "PIPE END SECTION"
Q
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
2
OF METAL END SECTION IS PROHIBITED.
wa.
END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR 'PIPE END SECTION"
COMPLETE IN PLACE AND ACCEPTED.
pC
Z
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS.
F-
THE COST THEROF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR
"PIPE ENO SECTION.'
PRECAST -
CONCRETE END SECTION
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PROJECT NO.
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C116
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04
1150DET1. DGN
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DATE: MARCH
08, 20010 _
SCALE: N/A
PROJECT NO.
111-1 ISO -
SHEET NO.
C116
1150DET1. DGN