SW1220701_Plansheet - Misc. Detail_20220805 (3)

TOP OF FILL
TOP OF FILL TOP OF FILL
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GROUND LINE H GROUND LINE
H GROUND LINE - H
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-
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IN PLACEMENT OF
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TYPE 2 �� PLACEMENT OF
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rngl-.r,=nr I.D./S MIN. ,y rN
}T EARTH
NOT LESS =
I.D./6 MIN. J r�III�NI �llr�nl� fN �u-II THAN 8" rr In-fH=1p �1111� IxJ
NOT LESS THAN 6" I.O./B MIN. - _ _ I _ _ @\
FH
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O.D. + 9' NOT LESS THAN B"
1•¢" PER FOOT OF '2" V BUT NOT LESS THAN 12'
0
ROCK O.D. + 3' NOR MORE THAN 24" O.D. + 3'
NORMAL EARTH FOUNDATION
ROCK FOUNDATION AS DIRECTED BY ENGR.
UNSUITABLE MATERIAL FOUNDATION
PIPE IN TRENCH
TOP OF FILL
TOP OF FILL TOP OF FILL
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MIN. O.D. H MIN. O.D. -
MIN. O.D. H MIN. O.D. !- MIN. O.D. H MIN. O.D.
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COMPACT AFTER -
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- :� •1 . •; ••: ;•'•: -PIPE IS PLACED
L.I
COMPACT AFTER I.D./6 MIN. _
PIPE IS PLACED
& PRIOR TO NOT LESS THAN B"-,rl=rr,-ln
PLACEMENTOOF
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PLACEMENT OF
FILL O.D. + 2' I.D./8 MIN.
I.D./8 MIN DIRECTED
NOT LE33 THAN 8" MIN. O.D. MIN. O.D. BY ENGINEER
H
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NOT LESS THAN 8"
O.D.+ 2'
I�" PER FOOT OF
Q LL)
BUT NOT LESS THAN 12"
NORMAL EARTH FOUNDATION
ROCK FOUNDATION NOR MORE THAN 24"
O LL LL
PIPE ABOVE GROUND UNSUITABLE MATERIAL FOUNDATION
Q O
GENERAL NOTES:
C3 0
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION.
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL.
Q O
O =
¢
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION.
- - - - - SPRINGLINE OF PIPE
W
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT
® SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
ABOVE AND BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT.
APPROVED SUITABLE LOCAL MATERIAL.
® TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE
SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
SHEET 1 OF 3
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL
WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER.
� oo . O 1
300.01
ACCOMPLISH COMPACTION.
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n GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL GRATED DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
r I ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
I #4 BAR USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
X II X IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
I iv AS SHOWN ON STD. NO. 840.00.
II CONSTRUCT WITH PIPE CROWNS MATCHING.
USE STANDARD FRAMES AND GRATES 840.22 (SHOWN), 840.24(SHOWN),
840.20 (NOT SHOWN) OR 840.29 (NOT SHOWN).
_,,. V-7„
6"-� ► SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES.
CHAMFER ALL EXPOSED CORNERS 1".
DOWEL - A DRAWING NOT TO SCALE.
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- MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION
0
j. IS 12 FEET.
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CONCRETE APRON
0
Y
W
m
PLAN
m
m
FLOW LINE TOP ELEVATION TOP ELEVATION DITCH CONCRETE
cc
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SEE DETAIL APRON
33" MIN. ALL SIZES DITCH GRADE
O W
Cn N =
19" MIN. CONCRETE APRON
F-I Z CL
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q' SEALANT Bn
Q I..I a
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6,. 8,. T.1� CL. ,.D„� I
2" @EBS
„G„ BARS 3, CONCRETE
_
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C p D
m @ 6 CTS. .,. �i m
„H"
2
J = �
N O
BARS �••" BARS I
�
4" MIN. @ 6 CTS.
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@ 6" CTS. CONC.
�11`t" ANCHOR 1i#"
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I 6" M 6" BAR EXP. MAT.
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= Q cm
L o STEP STD.
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lil O
4' 840.66 DOWEL "A"WAL�
Fy (j
SEE NOTE
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3Y
W IH
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SEE NOTE SECTION Y DETAIL
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SECTION X-X (APRON SUPPORT NOTCH)
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_ - DITCH GRADE
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SHEET 1 OF 2
IIGRATED D.I.
'
SHEET 1 OF 2
840.17
840.17
SEE DETAIL OF APRON 13'- Bull
SUPPORT NOTCH - SEE TOP ELEVATION
STD. 840.17 SHEET 1
,, _ 8„
DITCH GRADE-,
OPENING 3' IN
F IN WALL FOR PERMISSIBLE CONSTRUCTION JOINT
TROUGH DOWEL"C"
DOWEL B1,B2 OR B3 PART SECTION U-U
PART SECTION V-V
DOUBLE FRAME & GRA'
E
A ,,_7n
DOWEL - C I^ V CONCRETE APRONCONCRETE APRON C
MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE GRATED DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX AND PIPE REINFORCING STEEL - N0. 4 BARS CU YDS CONC. IN BOX DEDUCTIONS
FOR
PIPE SPAN WIDTH SPAN WIDTH HEIGHT BARS E BARS F BARS G BARS H TOTAL BOTTOM H H PER APRON TOTAL ONE PIPE
D J K L M H N0. LENGTH N0. LENGTH NO. LENGTH N0. LENGTH LBS. SLAB TOTAL FT HT C.S. R.C.
ADDITIONAL
CONCRETE
3'-0"
#4 BAR
DOWEL-R1
FOR 15" THRU 36" INLET
I11HD II
I?� #4 BAR
DOWEL-B2
FOR 42" INLET
11-61,
ri
F14 BAR
DOWE L - B s
QUANTITY TO BE ADDED FOR EACH 2' INCREMENT INLET OPENING
INLETS 2'-0" 4'-O" 6'-0" 8'-0"
CONCRETE CU. YDS. 0.191 0.417 0.665 0.897 1.14 1.380
APRON CU. YDS. 0.074 0.148 0.222 1 0.296 0.970 0.444
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HEET 2 OF 2
840.17
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HEET 2 OF 2
840.17
TOP OF FILL
TOP OF FILL TOP OF FILL
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GROUND LINE H GROUND LINE
H GROUND LINE H
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W Q a LL=
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Ix 'b COMPACT AFTER I
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F- ZO 11
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-
v1 r e' PIPE IS PLACED
H
= LL J
y 1fi & PRIOR TO S
IN PLACEMENT OF
F I & PRIOR TO
TYPE 2 �� PLACEMENT OF
GEOTEXTILE
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:'. t': •. - •.' _ FILL
¢
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ingr-rr=u, I.D./e MIN. ,I, . ,N
jT NOT LESS =
I.D. 6 MIN. J �_ THAN 8" - -_ - - - - EARTH
/ I.D./6 MIN. J •", 'CHI-Nf �frr�nl� rN ill-rl rll Iu�nl-Ix �rll r� INSQ� NI
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NOT LESS THAN 6" O.D. + 9' NOT LESS THAN 8"
14" PER FOOT OF 'H'
BUT NOT LESS THAN 12" V
O.D. + 3' NOR MORE THAN 24"
0
ROCK
NORMAL EARTH FOUNDATION
O.D. + 3'
ROCK FOUNDATION AS DIRECTED BY ENGR.
UNSUITABLE MATERIAL FOUNDATION
PIPE IN TRENCH
TOP OF FILL
TOP OF FILL TOP OF FILL
Z
C
OL ~
H
H H
O Q
Z J
GROUND LINE GROUND LINE
MIN. O.D MIN. O.D MIN. O.D. MIN. O.D. MIN.
GROUND LINE
;. _- _-_ _- )• TVPE 2 -_ _- -_
• - _ GEOTEXTILE ry
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•• •. •• •- ••'•
1--1 M
LI.O./8 YIN.
NOT LESS THAN 6"
- & PRIOR TO -
- PLACEMENT OF -
-III =111_111 ?IIl �rll? Itl J11-Irf FILL -111 =111 =_II .III JI,? Itl du-111
I.D./6 MIN. �AS DIRECTED
0 d
¢ W
Q /. 0
COMPACT AFTER O.D. + 2' I.D./8 MIN.
PIPE Is PLACED NOT LESS THAN e"
NOT LESS THAN 8" MIN. O.D. MLN. O.D. BY ENGINEER
O.D.+ 2'
Z ~ �'
& PRI08 TO
PLACEMENT OF
FILL NORMAL EARTH FOUNDATION
P' " PER FOOT OF 'H'
ROCK FOUNDATION NBUT OT NOTLESSTHAN 12'
¢
UNSUITABLE MATERIAL FOUNDATION
} C
PIPE ABOVE GROUND
00
GENERAL NOTES:
G
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION.
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL.
Q O
O =
¢
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION.
- - - - - SPRINGLINE OF PIPE
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT
® SELECT BACKFILL MATERIAL CLASS III OR CLASS II,
CW
G
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT.
APPROVED SUITABLE LOCAL NATETIAL ABOVE SPRINGLINE.
® TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
xglr= rll=, UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
•- FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE
SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
SHEET 2 OF 3
UNOOYPACTED AS PIPE SEATING AND BACKFILL WILL
WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER.
300.01
ACCOMPLISH COMPACTION.
STORM SEWER INSTALLATION
SECTION Y-Y
RISER HT.
VARIES
. 0 •�p
WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES
" ...x..ra,- A
v'
D'•
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
PLAN OF TOP SLAB
SECTION X-X
rENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PNOVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BV THE ENGINEER.
USE FOR MS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
8'-0' TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
STD. NO. 840.66
TOP ELEVATION
A
B
E- 4
p.
;na u
v 0 D
T SECTION J-J ` ''' �. .-
WHERE 30" TO 36" PIPE IS USED
SEE NOTE t o SECTION M-M
WHERE 42" TO 54" PIPE IS USED
J ,.�• o J
.d r -
6:1 A �D•
PLAN PLAN
I II
R Co
Q Q LL
v'o
aE w
m
SECTION S-S
6" #8 "W" BARS
@ EQUAL SPACES
m
SECTION R-R
#4 BAR
N
I
DOWEL
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV. EXPANSION JOIN.
GRADES 2% AND UNDER
_ � DEPRESSED GUTTER LINE
EXPANSION JOINT
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
1.
EXPANSION JOINT
TOP
USE ON GRADES VER 2% ELEV.
DEPRESSED GUTTER LINE
10" 6'-0"
EXPANSION JOINT 1 0 MAX,
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN RASED ON MIN. HEIGHT N WITH NO RISER)
DIMENSIONS
OF
BOX AND
PIPE
COVER
DIMENSION
CU.YDS.
CONC.
IN BOX
DEDUCTIONS
ONE PIPE
C.M. R.C.
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
BARS-V
BARS-W
TOTAL
Las.
TOP
SLAB
BOTTOM
SLAB
TDTCDM;.
RMIN[N
EIGHT.
HI X
D
A
B
C
G
H
E
F
NO.
LENGTH
NO.
LENGTH
NO.
LENGTH
12"
3'-0"
2'-2"
--
--
2'-9"
--
--
--
--
--
--
--
--
--
--
0.235
0.772
0.015
0.026
15"
3'-0"
2'-2"
3'-0"
0.235
0.829
0.023
0.036
18"
3'-0"
2'-2"
3'-3"
0.235
0.887
0.033
0.049
24"
3'-0"
2'-2"
3'-9"
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2"
3'-4"
4'-3"
1' 2"
4'-0"
4
1'-5"
2
3'-9"
3
3' 9"
39
0.123
0.321
1.433
0.092
0.127
36"
9'-0"
2'-2"
9'-10"
4 -9
1'-8"
4'-0"
4
1'-11"
3
9'-9"
3
3'-9r,
43
0.161
0.358
1.714
0.132
0.178
42"
3'-0"
2'-2"
1'-5"
3'-2"
4
1'-8"
2
2'-11"
3
2'-11"
32
0.112
0.316
1.738
0.180
0.243
48"
3'-0"
2'-2"
5'-0"
5'-9"
2' 0"
9'-2"
4
2'-3"
9
2'-11"
3
2'-11"
35
0.145
0.362
2.052
0.235
0.917
54"
9,_On
2r_2"
Sr_,"
6'_9"
2'-,n
3r_2"
4
2,-10r,
5
2�-,,-
9
2,-„n
41 0.160 0.986 2.387 0.297 0.401
RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
Z
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Q Q
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HEET 1 OF 2
840.02
Z
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¢
FLEXIBLE
PIPE
o
CO
"
Round Corrugated Steel Pipe
Round Corrugated Aluminum Pipe
Q 3 .
2 2/3 x
Tt corrugation **
2 213 x L� corrugation **
fz-I ¢ U
IL J 2L- " Z
Diameter
Minimum cover
Maximum Height of
Cover (feet)
Diameter
Minimum cover Maximum Height of Cover
(feet)
O O rya 2
inches inches
(Gs) 16
14 L_ 2
10
8
inches
inches (Ga) 16 14 12
10
8
W Q z LL
12
12
204
256
12
12 123 155 218
281
344
H CD cc O C=i}
15
12
162
204
15
12 98 123 174
224
275
= H Z rI
18
12
135
169 239
18
12 81 102 144
187
228
21
12
115
145 204
21
12 69 87 123
160
195
O a
24
12
100
126 178
24
12 60 76 106
139
171
O¢
Z .� ¢
30
12
79
100 142
27
12 67 95
123
151
>
36
12
65
83 117
152
30
12 60 85
111
136
1LL( p
42
12
55
70 100
130
160
36
12 50 71
92
113
0
48
12
48
61 87
113
139
42
12 60
78
96
54 12 54 77 100 123 48 12 52 88 84
60
12
69
90
111
54
12 46
50
74
66
12
81
100
60
12
50
62
72
12
74
91
66
12
51
78
12
81
72
12
41
84
12
69
Z
** FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO
¢ ~
ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION.
LL
O Q
J
REFER
TO THE FOLLOWING FOR PIPE SPECIFICATIONS
Z J G7
~ Q W
CSP
- AASHTO M36
HDPE
- *
(Minimum fill)
2' for pipe
diameters >_
12" and
<- 60"
CARP
HOPE
- AASHTO M196
- AASHTO M294
Q H m
¢ Q
*
(Maximum fill)
20' for pipe
diameters 5
24"
PVC
- ASTM F949 or AASHTO M304
Z ~
~
17' for pipe
diameters z
30" and
s 60"
0 H
DC W =
PVC
-
(Minimum fill)
2' for pipe
diameters >_
12" and
5 36"
NOTES:
FILL HEIGHTS SHOWN WERE CALCULATED USING
a CS
*
(Maximum fill)
30' for pipe
diameters >-
12" and
< 36"
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
Z I --I W
CL
H
* FILL HEIGHT
IS MEASURED FROM
THE TOP OF
THE PIPE
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
TO
THE BOTTOM OF THE PAVEMENT STRUCTURE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
J
} 0 1.4
RIGID
PIPE
LL
o
c
RCP -
(Minimum fill)
1' for Class
IV & CLASS V
2' for Class
III & Class
II
REFER
TO THE FOLLOWING FOR PIPE SPECIFICATIONS
¢
*
(Maximum fill)
10' - Class
II pipe
RCP
- AASHTO M170
20' - Class
III pipe
30' - Class
IV pipe
40' - Class
V pipe
(For fills > 40' & < 80'
use LRFD Direct Dbsign Method)
NOTES:
FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
* FILL HEIGHT
IS MEASURED FROM
THE TOP OF
THE PIPE
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
SHEET 3 OF 3
300.01
TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
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Drawn By
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Date
APRIL 2022
Revisions
A ISSUE FOR PERMIT REVIEW 05.25.22
Project Number
2273.001
CONCRETE GRATED DROP INLET (TYPE A)
NOT TO SCALE
CONCRETE CATCH BASIN
NOT TO SCALE
FRAME, GRATES AND HOOD
NOT TO SCALE
Sheet
C401