HomeMy WebLinkAboutRutherfordCrossingPg4A <__1 NOT ESL 1- CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH.
2, IF PIPE IS To BE SKEWED THE OPENING WILL BE ADJUSTED
W 10 ACCOMMODATE ANCLES UP TO 15'.
3, REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615
MIN.,! PER SIDE (REINFORCING BARS),
MAX. SPACING 30" 4. PIPE OPENINGS IN PRECAST DRAINAGE UNITS SHALL NOT EXCEED 4
INCHES AT ANY GIVEN POINT BETWEEN THE PIPE AND THE PRECAST UNIT.
5- DIMENSIONS SHOWN ARE MINIMUM, ACTUAL MEASUREMENTS
I k---- -4- - MAY VARY WITH MANUFACTURER'S TOLERANCES.
W-D" I CONCRETE B. IN NO CASE SHALL TOP OF ENDWALL PROTRUDE ABOVE FILL
INSERTS SLOPE DR SHOULDER.
LAG BOLTS 7. HEADWALL TO BE BEVELED IN ALL AREAS rXCEPT WHERE A
CONFLICT WITH INVERT OR WINGWALL OCCUR.
B. BEVEL EDGE AS REQUIRED ON THE HrADWALL AT THE INLET
Varies A END OF THE CULVERT (WHERE THE FLOW ENTERS THE
CULVERT).
9. HEADWALIE AT THE OUTLET END OF 'THE CULVERT MAY BE
EITHER SQUARE EDGE OR BEVEL EDGE.
10, jYj'. CHAMFER MAY BE PROVIDED ON ALL EDGES AT
MANUFACTURER'S OPTION,
PLAN
SHAPE TO BE BEVELED
WITH K40RIAR
Ec
E,
__
7`
SHAPE TO BE BEVELED
jr WITH MORTAR
DETAIL A DETAIL B SEE DETAIL A
W B" —I
44 BARS Q E"
EACH WAY, EACH FACE'-
*4 BARS 0 6"
EACH WAY, EACH FACE
H FLOW
#4 BARS @ 6" C-C
EACH WAY, EACH FACE
- ����_
Ed
J__ _ --- ------
-GROUT WING AND ENDWALL CONCRETE INSERTS 2-o'. SEE BE 9
10 BASE SECTIONS
FRONT ELEVATION SECTION A-A
— - ---------
SPECIFICATION TICAL PIPE CULVERT'S
EFT BE T ENDWALL FOR 60''x38"-106"x68'' ELLIP
I REI PRECAES
105
302 VIRGINIA DEPARTMENT OF TRANSPORTATION F im o7
END WALL DETAILS
I/R SECTION (.,AST IRON SECTION STEEL
2`7" L 2V2" x 21/2" X
10'-4" long
LUCJS to be, 1
cost w`jtIj Collar
1 A A
CAST GALV,
STEEL IRON " S 66 One, welded
joint
`\ ±
:
Cq Optional N 3 lbs. 4,16 IDS.
Brace Ribs-< including including Wold all
lugs -onnectors ,,JI connectOFS
j to collar
4- 4"
.2-a 2'- 7" U %2 Lugs _j Stud Shear
connectors
12"
PLAN—
CG-ate Removed)
r
SL CFION B-B
DIMENSIONS FOR COLLAR DETAIL
CAST IRON ONLY/
4'- 2 D]
Hardware Cloth 2'- 6
2'-- 7 3" Diarnator
weep hold
Q Do KID4o R
r1 �x E
depth Aggr.
cv Collar
fil or C
12" 118 x 5" width
F=C EE
or 24-"
P
D
_ECHON A-A 4
(_',0N',R,ETE QUANTITIES 1`01N MIN,DEPTI-1
12" concrete pipe - 1,440 Cu, Yds, Concrete SEC 10 N C--C SECTION E
15" concrete pipe. - 1.523 Cu. YdR, Concrete
18" concrete pipe - 1,620 Cu. Yds. Concrete
2411 concrete pipe - 1.817 Cu, Yds, Concrete GRATE DE_IA1L
Add OA 69 Cu. Yds, per
additional toot Of depth, APPROXIMATE WEIGHT
CasL II-On
Grata 363 ± 18 lb5
3-05).dwg Oct 10, 2007
L JB- _'
OPENING IN TOP SLAB OF B _n NOTES
CHAMBER TO DE CIRCULAR TWO BARS K TO BE USED IN EACH CORNER t ALL REINFORCII, STEEL TO BE 46 BARS WITH A MINIMUM III/?."
WHEN USED WITH TYPE A WITH CIRCULAR OPENING IN TOP. CONCRETE COVE .
OR C TOWERS 1BAR F LF,-E.S, 2. ANY REINFORCiN I BARS IN CONFLICT WITH PIPE SHELLS ARE TO
BE CUT A MINIIAIM OF IV,," FROM PIPE,
3, FOR DETAILS MF THOD OF TURNING ANGLES AND APPROXIMATE
QUANTITIES SEE SHEE]
di - . . .... /4-VANIZED S5X10 TO BE PL,CED UNDER 2 OF 4.
TOP 91_�NB AND EXTENDED INTO SIDE WALLS
. . .... 4. PRECAST CHAMBz'RS OF THE DOLT TOGETHER TYPE MAY BE
10 WITHIN 2" OF OUTSIDE F�CL SUBSTRUTED WliEN APPROVED ON AN INDIVIDUAL BASIS.
T,
5, ALL CONCRETE '0 BE CLASS A3 IF CAST IN PLACE, 4000 PSI
A A IF PRECAST.
W G. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
C N.F. 7, ELIMINATE BOWE S WHEN PRECAST TYPE A TOWER ARE ELECTED.
M __jBARS A R 8", C,
BARS G P 8' G-C F,F.
8.WHEN SPECIFIED N F L LANS INVERT 15 TO BE SHAPED IN
ACCORDANCE WI,1HESTANDARD S-1. THE MATFRIAIS
'TO BE MEASURED OR
4� BASS J Q 6" C-C E.F. INCIDENTAL To IT SHAPING ARE NOT
PAD SEPARATEL ' BUT THE COST OF SAME 15 TO BE INCLUDED
IN THE PRICE Bili PER CUBIC YARD OF JUNCTION BOX CONCRETE
- - ---- VAR:
� __W" DENOTES BOTH THE NT[RNAL
CHAMBER WIDTH ALONG THE qARROW
OPENING IN TOP SLAB AXIS AND THE DIMENSION OF THE
OPENING IN THE FOP SLAB C-' CHAMBER
_
OF CHAMBER TO BE + o
SQUARE WHEN USED
WITH TYPE B TOWERS
ti D AR.S F
PLAN VIEW CL
a.
BARS A
TYPE A,ELAND (TOP SLAB REINFORCEMENT)
C TOWER. SEE *INCREASE INDICA-FFD DIMENSION DY V
SHEET 3 OF 4 FOR USE WITH 72" PIPE,
FOR DETAILS, FIE LENGTH OF AILL BARS AND THE NUMBER REQUIRED
&L VARY WITH THE SIZE OF CHAMBER
I OR APPROXIMATE WEIGHT SEE SHEET 2 AND 4 OF THIS
12" DOWEL°
.4' C-C BARS J ARS B, C, E, G, 11, AND J ME STRPJGHT.
PARS SEE NOTE
dA"- A — - -------
",vt
TARS B
IA BARS 8
t n I-S
U) SEE
N
4_1
0
ARF 1Z C -C -OPIJONAL KEYED B4RS D
"
CONSTRUCTION JOINT
PAIRS C-- SECTION A-A SECTION B-B SHEET 1 OF 4
SPECIFICATION
REFERENCE JUNCTION BOX CHAMBER DETAII-S FOR 48" - _/2'' PIPE CULVERI
233 MAXIMUM UEPTH (H) =z 20'
302 VIRGINIA DEPARTMENH OF TRANSPORTATION
EL BARS F LBARS A rAGE OF CURB
-0---CRACK CONTROL JOINT GLITTER CRX^K CONTROL JOINT—-
WMIN. PLAN VIEW
10, MAX,
A -L - VARIABLE - MAX, 20'
2
BARS G
_3
2"
BARS F[ BARS E 2"
3" DIAMETER B
WEEP HOLE KEYED CONST. ,JOINT 131A S A
-APPROACH CUTTER
13ARS B `a\'/-WARPE6 CUTTER
— I r l— -.._ t 1*L ... ...... . 7
7
EO I -BARS F
GARS E
FRONT ELEVATION VIEW
(GUTTER REMOVED)
SECTION 13-13
DI-4-A L DIAB L DI-IC
FOR USE ON GRADES
FOR USE IN SAGS
BOTH SIDES TO BE SYMMETRICAL I
DI-4Ao 4B, 4C
HIS!Qf�I�AL__S_ITE AC
51
M
31
rn
ell
go
BI MINI.
,.
10' MAX.
GALVANIZED PLATE TO BE BENT ON AN ANGLE OF
68 °.30' AND 1S TO BE ANCHORED WITH Ilk" K V"
STUD SHEAR CONNECTORS WELDED TO BENZ
PLATE AT 2'-0" C-C,
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3
AND 100-7 STANDARDS, TYPE B NOSE DETAIL
SHALL BE USED WITH CG-2 AND CG -6 STANDARDS,
BENT PLAT L 2V2"X21/'2`Xl/j"
ILVANIIEI
TYPE A ( B
STUD SHEAR
IINN, WELDED TO
N 0 E D E -1 Al L S AI [RON (Q. 2' C -C
2"
APPR, PAVEMENT
T, WARPED PAVEMENT
DETAIL WHEN USED
ADJACENT TO CURB
WITHOUT GUTTER
BAR,; A -
APPROACH GUTTER
CONSTE. JOINT
BARS D /--WARPED GUTTER
RAPS G
AND COMPACTED TO 95X
BARS C -
AAXIMUM DRY DENSITY
SECTION
BARS G
2'!
AND GENERAL PEDEST�IAN
USE
,
DRAINED AND COMPACT;BL&
THE STONE BASE MAY BE
e 1}
SECTION REPLACED BY
-HARDWARE
STEPS,
OF THIS SUBST11ITUT1
1
i
ECTOR.
CLOTH
SEE NOTE 5,
i
WEEP HOLE,
RAPS F
+
4=,i
I
FOR DETAILS OF
SEE NOTE 8.
C)
BARS A
.�-RcRrASV. INDICAIET) DIMENSION Dy 11
72" PIPE.
SHEET 3 OF 4
FOR DE7AJL.S._
LU
>a 4 I
fim C,
FOR USE WITH
THE LENGTH OF All WS AND THE NUFA3ER RE'QUIRE'D
STEPS SEE
Z
0
0
rT +
STANDARD ST -.1
Z as
z
UA
0
IA BARS 8
t n I-S
U) SEE
N
4_1
0
ARF 1Z C -C -OPIJONAL KEYED B4RS D
"
CONSTRUCTION JOINT
PAIRS C-- SECTION A-A SECTION B-B SHEET 1 OF 4
SPECIFICATION
REFERENCE JUNCTION BOX CHAMBER DETAII-S FOR 48" - _/2'' PIPE CULVERI
233 MAXIMUM UEPTH (H) =z 20'
302 VIRGINIA DEPARTMENH OF TRANSPORTATION
EL BARS F LBARS A rAGE OF CURB
-0---CRACK CONTROL JOINT GLITTER CRX^K CONTROL JOINT—-
WMIN. PLAN VIEW
10, MAX,
A -L - VARIABLE - MAX, 20'
2
BARS G
_3
2"
BARS F[ BARS E 2"
3" DIAMETER B
WEEP HOLE KEYED CONST. ,JOINT 131A S A
-APPROACH CUTTER
13ARS B `a\'/-WARPE6 CUTTER
— I r l— -.._ t 1*L ... ...... . 7
7
EO I -BARS F
GARS E
FRONT ELEVATION VIEW
(GUTTER REMOVED)
SECTION 13-13
DI-4-A L DIAB L DI-IC
FOR USE ON GRADES
FOR USE IN SAGS
BOTH SIDES TO BE SYMMETRICAL I
DI-4Ao 4B, 4C
HIS!Qf�I�AL__S_ITE AC
51
M
31
rn
ell
go
BI MINI.
,.
10' MAX.
GALVANIZED PLATE TO BE BENT ON AN ANGLE OF
68 °.30' AND 1S TO BE ANCHORED WITH Ilk" K V"
STUD SHEAR CONNECTORS WELDED TO BENZ
PLATE AT 2'-0" C-C,
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3
AND 100-7 STANDARDS, TYPE B NOSE DETAIL
SHALL BE USED WITH CG-2 AND CG -6 STANDARDS,
BENT PLAT L 2V2"X21/'2`Xl/j"
ILVANIIEI
TYPE A ( B
STUD SHEAR
IINN, WELDED TO
N 0 E D E -1 Al L S AI [RON (Q. 2' C -C
2"
APPR, PAVEMENT
T, WARPED PAVEMENT
DETAIL WHEN USED
ADJACENT TO CURB
WITHOUT GUTTER
BAR,; A -
J11
APPROACH GUTTER
CONSTE. JOINT
BARS D /--WARPED GUTTER
-6,
AND COMPACTED TO 95X
BARS C -
AAXIMUM DRY DENSITY
SECTION
A_ A
2'!
AND GENERAL PEDEST�IAN
USE
DARS F
DRAINED AND COMPACT;BL&
THE STONE BASE MAY BE
e 1}
SECTION REPLACED BY
-HARDWARE
STEPS,
OF THIS SUBST11ITUT1
1
i
ECTOR.
CLOTH
SEE NOTE 5,
i
WEEP HOLE,
RAPS F
PLAN VIEW
4=,i
I
SEE NOTE 8.
J11
M
STRUCITAAL
nLL TO BE PLACED IN
DENOTES BOTH THE INTERNAL
CHAMBER WIDTH ALONG THE NARROW
AXIS AND THE DIMENSION OF THE
-6,
AND COMPACTED TO 95X
CTIJ
AAXIMUM DRY DENSITY
SECTION
A_ A
M
SHEET 1 OF 2
OPENING IN TOP SLAB OF
CHAMBER TO BE CIRCULAR
WHEN USED WITH TYPE A
OR C TOWERS -,
A
M
B 11
TWO BARS K 10 BE USED IN EACH CORNER
WITH CIRCULAR OPENING IN TOP.
IBAR F E.F,-E,S.
�_ - GAL\ I zE0 55X1O TO BF, PLACED UNDER
TOP SLAB PND EXTENDED INTO SIDE' WALLS
TO WITHIN 2" OF OUTSIDE FhC1,
A
A
BARS A 8" C�C N.F.
EIAR5 G M 8" C-C F.F.
RAPS J Q 6" C-C, E.F.
L.
NDI ES:
1, ALL REINFORCING STEEL TO BE #6 RAPS WITH A MINIMUM 114�"
CONCRETE COVER,
2. ANY REINFORCING BARS IN CONFLICT WITH PIPE SHELLS ARE 10
DIE CUT A MINIMUM OF 11/2" FROM PIPE.
3. FOR DETAILS ME THOD OF TURNING ANGLES AND fU'PROXIMATE
QUANTITIES SEE SHEET 2 OF 11.
4. PRECAST CHPAIBERS OF THE BOLT TOGETiIER TYPE MAY BE
S
,UBSTITUIED WFTLIN APPROVED ON AN INDIVIDUAL. BASIS.
D
At CONCRETE '10 BE CLASS A3 IF CAST IN PLACE, 4000 PSI
IF PRECASI.
6. THIS HEM MAY BE PRECAST OR CAST IN PLACE.
7. ELIMINATE DOWELS WHEN PRECAST TYPE A TOWER ARE EI-EC-LED.
S.WHFN SPECIFIED ON PIANS INVERT IS TO BE SHAPED IN
ACCORDANCE WIIH OIANDARD S-I. THE MAIFRIAi.s,
INCIDENTAL 'TO THE SHAPING ARE NOT TO BE MEASURED OR
PAID SEPARATELY BUT THE COST OF SAME 15 TO BE INCLUDED
IN THE PRICE: BID PER CUBIC YAF,D OF JUNC110N BOX CONCRETE
--------- - -
VAR
STRUCITAAL
nLL TO BE PLACED IN
DENOTES BOTH THE INTERNAL
CHAMBER WIDTH ALONG THE NARROW
AXIS AND THE DIMENSION OF THE
80 UFTS
AND COMPACTED TO 95X
CTIJ
AAXIMUM DRY DENSITY
I CAL SITE k1l'?
C ESS TRAIL
AND GENERAL PEDEST�IAN
USE
DRAINED AND COMPACT;BL&
THE STONE BASE MAY BE
e 1}
SECTION REPLACED BY
it
A 3� --DWM ASPHALT
FULJ
�g,jtlt*;IUN
OF THIS SUBST11ITUT1
(X12`
E ON IS SUBJECT TO THE
HIS ff
ECTOR.
0"
SHEET 1 OF 2
OPENING IN TOP SLAB OF
CHAMBER TO BE CIRCULAR
WHEN USED WITH TYPE A
OR C TOWERS -,
A
M
B 11
TWO BARS K 10 BE USED IN EACH CORNER
WITH CIRCULAR OPENING IN TOP.
IBAR F E.F,-E,S.
�_ - GAL\ I zE0 55X1O TO BF, PLACED UNDER
TOP SLAB PND EXTENDED INTO SIDE' WALLS
TO WITHIN 2" OF OUTSIDE FhC1,
A
A
BARS A 8" C�C N.F.
EIAR5 G M 8" C-C F.F.
RAPS J Q 6" C-C, E.F.
L.
NDI ES:
1, ALL REINFORCING STEEL TO BE #6 RAPS WITH A MINIMUM 114�"
CONCRETE COVER,
2. ANY REINFORCING BARS IN CONFLICT WITH PIPE SHELLS ARE 10
DIE CUT A MINIMUM OF 11/2" FROM PIPE.
3. FOR DETAILS ME THOD OF TURNING ANGLES AND fU'PROXIMATE
QUANTITIES SEE SHEET 2 OF 11.
4. PRECAST CHPAIBERS OF THE BOLT TOGETiIER TYPE MAY BE
S
,UBSTITUIED WFTLIN APPROVED ON AN INDIVIDUAL. BASIS.
D
At CONCRETE '10 BE CLASS A3 IF CAST IN PLACE, 4000 PSI
IF PRECASI.
6. THIS HEM MAY BE PRECAST OR CAST IN PLACE.
7. ELIMINATE DOWELS WHEN PRECAST TYPE A TOWER ARE EI-EC-LED.
S.WHFN SPECIFIED ON PIANS INVERT IS TO BE SHAPED IN
ACCORDANCE WIIH OIANDARD S-I. THE MAIFRIAi.s,
INCIDENTAL 'TO THE SHAPING ARE NOT TO BE MEASURED OR
PAID SEPARATELY BUT THE COST OF SAME 15 TO BE INCLUDED
IN THE PRICE: BID PER CUBIC YAF,D OF JUNC110N BOX CONCRETE
--------- - -
VAR
WILL VARY WITH THE SIZE OF CHAMBER
FOR APPROXIMATE WEIGHT SEE SHELF 2 AND 4 OF THIS
D 12" DOWELS STANDARD.
BARS SEE NOTE 7- "BARS BARS 8, C, E, G, IT, AFJD J ARE STRAIGH-L,
W
BARS C J
F,
ku
OF
_F —FOR DETAILS
D,
0 S ANDARD SH I
w.
+ m two
C)
a I
a - cn
03 C.+A.I cr)
0
SE
NOT
m
TIP r-P-6- 1-39 .1
BARS Dj 2' - OPTIONAL KEYED -BARS D
RAPS � _12 _ CONSTRUCTION JOINT I c__
SECTION A- A SECTION B -B SHEET 1 OF 4
R11ift *1
DI-3ill
Go
DENOTES BOTH THE INTERNAL
CHAMBER WIDTH ALONG THE NARROW
AXIS AND THE DIMENSION OF THE
z
T-
OPENING IN TOP SLAN
OPENING IN -THE TOP SLAB OF CHAMBER
cl�
Iz
OF CHAMBER TO BE
SQUARE WHEN FJSED
WITi-I TYPE B TOWERS
0
+
0
0"
co
RAPS F
PLAN VIEW
TYPE A, 8, AND (TOP SLAB REIN ORCLNENT)
C TOWER. SEE
BARS A
.�-RcRrASV. INDICAIET) DIMENSION Dy 11
72" PIPE.
SHEET 3 OF 4
FOR DE7AJL.S._
LU
>a 4 I
fim C,
FOR USE WITH
THE LENGTH OF All WS AND THE NUFA3ER RE'QUIRE'D
WILL VARY WITH THE SIZE OF CHAMBER
FOR APPROXIMATE WEIGHT SEE SHELF 2 AND 4 OF THIS
D 12" DOWELS STANDARD.
BARS SEE NOTE 7- "BARS BARS 8, C, E, G, IT, AFJD J ARE STRAIGH-L,
W
BARS C J
F,
ku
OF
_F —FOR DETAILS
D,
0 S ANDARD SH I
w.
+ m two
C)
a I
a - cn
03 C.+A.I cr)
0
SE
NOT
m
TIP r-P-6- 1-39 .1
BARS Dj 2' - OPTIONAL KEYED -BARS D
RAPS � _12 _ CONSTRUCTION JOINT I c__
SECTION A- A SECTION B -B SHEET 1 OF 4
R11ift *1
DI-3ill
Go
z
0
Q)
cl�
Iz
0
0
0"
co
z
ag
c� I
as
LU
>a 4 I
fim C,
Z
0
0
rT +
Z as
z
UA
CALVAN12M PLATE FOR TYPE A TO BE FIFO ON M MGLE OF IN'
CONNECTURS AND 5 TO HE AWCHURED WITH V6` X 4A' STM SHEAR
IiIIIJUDED TO HEM PLATE AT 713--M
.. .. .......
ON
z z __j z z V) z
U_
FLOW LD
OD V) U 0
Fn "V) Ld
r W
W x 0
DETA IL WHEN USED — — — 0 —
FOR USE CM GFMS ADJACENT TO CURB C
4 2 "R
6" D ETAI L
00 CG-2
BASE NOT TO SCALE
SUBBASE
DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH)
OR INCREASED AS MUCH AS 3" (21" DEPTH) SO THAT THE
BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE
OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS
TO BE 18" AS SHOWN.
C132
rOR USE IN WS WITHOUT GUTTER
BOTH SIDES TO BE SYMmET1114CAL wa-1. I OF 21
0 0 80 8 0 0 0 0
1_� 1�1 ILL
[� Tcn"
I I eu cot ca