SWA000160_Plansheet - Misc. Detail_20220812

RECOMM ENO ED MINIMUM TRENCH WIDTHS
o
,:
.r
•
PIPE DIAM.
MIN. TRENCH WIDTH
4"
27"
(100mm)
(533mm)
6-
23"
[150mm]
(584mm)
8-
26"
(200mm)
(660mm)
10"
28'
[250mm]
(711mm)
12"
30"
(300mm)
(762mm)
15-
34"
[375mmj
(B64mm)
78"
39"
(450mm]
(991mm)
24"
48'
(600mmj
(1219mm)
(750mm)
(1422mm)
36"
64"
(9DOmm)
(1626mm)
d2"
72"
(1050mmj
(1829mm)
48"
80"
(1200mm)
(2032mm)
60"
96"
(1500mmj
(2438mm)
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM 02321, "STANDARD PRACTICE
FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW
APPLICATIONS", LATEST ADDITION
2.. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL,
WHEN REQUIRED-
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A
DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE
ENGINEER- AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH
BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS 1, II OR III. THE CONTRACTOR SHALL PROVIDE
DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE
ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4- [1O0mm] FOR 4"-24' (100mm-600mm); B" (150mm)
FOR 30%60" (750mm-1500mm).
S. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING TO
THE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL
SPECIFICATION TO ENGINEER- MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM 02321, LATEST
MINIMUM RECOMMENDED COVER BASED ON
VEHICLE LOADING CONDITIONS -
SURFACE LIVE LOADING CONDITION
HEAVY CONSTRUCTION
PIPE DIAM.
H-25
[75T AXLE LAUD]"
12"- 48"
12"
48"
(300mm-1200mm)
[305mm]
(1219mm)
60"
24•
SO..
[1500mm)
[610mm]
(1524mm)
VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
"SEE BACKFILL REQUIREMENTS IN NOTE 6.
MAXIMUM RECOMMENDED COVER BASED
ON VECHICLE LOADING CONDITIONS
PIPE DIAM.
CLASS I
CLASS 11
CLASS III
COMPACTED
DUMPED
95%
90%
95%
4"
37
18
25
18
18
(t06mmj
(11.3m)
[5.6m]
[7.6m]
[5.6m]
(5.5m)
6'
44
20
29
20
21
(150mmj
(13.4m)
(6.1m)
[8.8m]
[6.1m]
(6.4m)
8'
32
15
22
15
16
(200m1mj
(9.8m)
[4.6m]
[6.7m]
[4.6m]
(4.9m)
10-
38
18
28
18
18
(250mmj
(11.6m)
[5.5m]
[7,9m]
[5.5m]
(5.6m)
12"
35
17
24
17
17
[300mm]
[70.7m]
[52mj
(7.3m]
[52m]
[52m]
16,
38
17
25
17
18
(375mmj
(11.6m)
(5,2m)
[7,6m]
[52m]
(5.5m)
19,
36
17
24
17
17
(450mmy
(11.0m)
(52m)
[7.3m]
[52m]
(52m)
24"
28
13
20
13
14
(BOOmm)
(B.Sm)
(4.0m)
(G.1m)
[4.0m]
[4.3m]
3W
28
13
20
13
14
(750mmj
[B,Sm]
[4.0m]
[8.1 m]
[4.0m]
(4.3m)
36"
26
12
18
13
13
[909mmj
[7,9m]
[3.7mj
[5.5m]
[4.Om]
(4.0m)
42"
23
11
is
11
11
[1050mm]
(7.0m)
(3.4m)
[4.9m]
[3.4m]
(3.4m)
48"
25
11
17
11
12
[1200mmj
[7,6m]
[3.4m]
[5.2m]
[3.4m]
(3.7m]
60"
25
11
17
11
12
(1500mmj
(7.6m)
[3.4m]
(52m)
I [3.4m]
I (3.7m)
EDITION.
FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12,
fi. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS [GRASS OR LANDSCAPE AREAS]
LOAD RESISTANCE FACTOR DESIGN LRFD PROCEDURE WITH
[ j
IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE RECIUIRE ❑ TO
THE L A TI H
O LOW G SSU P O 3
PREVENT FLOTATION- FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12- UP TO 48" DIAMETER PIPE
NO HYbROSTA 7IC PRESS SURE,
AND 24" OF COVER FOR 60" DIAMETER PIPE. MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE
UNIT WEIGHT OF SOIL (Ys) m 120 PCF
PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET
OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL.
B INITIAL BACKFILL
JAS
ftn2QO
E202L,NFi, IHC
RF'J �PSCRIPTiDN
RY
MMfDR1YY
CHI(9
ADVANCED DRAWAGE SYSTEMS, INC. {ADS -I HAS PREPARED THIS DETAIL EASED ON INFORMATION PROVIDED 7p pp3. T#115 DRAWING IS
'" TJR
INTENDED TO DEPICT THE COMPONENTS AS REQUESTED- ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS
I„2x,16
PROJECT, NOR FIA$Ap$ INDEPENDENTLY VERIFIED THE IHFGRMATtpN gIJPPLIFA. THE INSTALI,ATIDN DETAILS PROVIpF:p HEREIN ARE GENERAL
q'RSNC$ IH31'ALLATIOIV
684O TRNEIAAN BLVD
RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL RENEW THESE DETAILS PRIOR TO
DBTAQ. {H-1P PHR AASBTU]
HILLIAAD, 0111043026
CONSTRICTION, IT ZTHE DESIGN ENGINEERS RESPOIi5167LITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE
AP%-ICAB/E NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THATTHE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FORTHIS
owar.. srs�ere.ne • N fS
pRpJl)CT.
ORAW/NG NUMBER: ST'D-199
1011
43" NOTE: USE TYPE "En 'IF" AND "Go'GRATEUNLESS OTHERWISE NOTED.
PLAN
FRAME,GRATE, & HOOD A55'Y
SECTION - AA
1 _16
>
31/pl' Brr 3r Orr 6r, 3,r
SECTION - KK
ALIGN FRAME WITH INSIDE
EDGE OF WALL TO ALLOW
FOR VERTICAL ADJUSTMENT v.
WALL SECTION
SECTION - BB
CMV�
214
SECTION - LL
T
SECTION - PP
= I
J
FRAME PLAN
7
3 O g
_�
- -
,r
31-4
D J4 z !!
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2'-11r2N
R
HOOD ELEVATION
❑ETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
TYPE "Go'
TYPE "E" TYPE 'IFF,
WATER FLOW SAG WATER FLOW
WATER FLOW SAG WATER FLOW
via
TYPE "FI' TYPE "E" TYPE "Go'
RAISED FLOW ARROW 23/
%/k" HIGH
O1 %2
Q �8l1 1 1/2 u
113/rL.� F+
2 r- 1 1 44 I F l C
�1 11/2'-,.-•I �� 78,F
SECTION A -A
TYPE - F
WEEP HOLES
J
Y-
PLAN
WITH GRATE & FRAME REMOVED
BRICK COPING (INCIDENTAL)
TOP ELEVATION -
STD. 840.16 FRAME -
& GRATE
IGll A 6r.
I
I
�I
_D SEE NOTE DOWEL(SEE NOTE)
SECTION x-x.
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SECTION B-B
WjjUuUUUUUUULLjjW1m1:�4FF 21/4r,
L
SECTION A -A
TYPE - E
q RAISED FLOW ARROW
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T- 1l$Fr
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TYPE G SECTION A -A
GENERAL NOTES:
USE CLASS ,Br, CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS 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 BY THE ENGINEER.
USE FORMS 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.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
MAX. PIPE THIS SIDE
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC, IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
TOTAL
p4MimiI
F�HET01T H
C.N.
R.C.
12-
W -O"
2`-O"
2'-0"
O.222
0.222
0.592
0.015
0.026
151,
21-3
0.648
0.023
0.036
18"
2'-6"
0.703
0.033
0.049
24"
31-01,
0.814
0,059
0.085
30"
3'- 0"
2'- D"
3'- 6"
0.222
0.222
0.925
0.092
0.127
#4 BAR
[V
s"
DOWEL
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840.14
BACK OF CURB
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PLAN
SECTION x-x
ECTION Y-Y
RISER HT.
VARIES
0
1,71
WHERE 30" TO 36" PIPE IS USED
RISER HT,
VARIES
b A
D •• �
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
5�
6"---E
#4 BARS "V" s" $„
& EQUAL SPACES 1112" 1Y2"
3"
R R
U C ]
` ¢ Q
N b7 N N
LL
m LL m Q
m
W 't6
S
PLAN OF TOP SLAB SECTION S-S
E #B "W" BARS
A „
@ EQUAL SPACES
#4 BARS " 1„
SECTION R-R
#4 BAR
N
"6
DOWEL
GENERAL NOTES:
USE CLASS "S" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING $40,66,
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR 04 SAS DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN) ON STn. ND. s4D.aa.
USE TYPE "E", "F" AND 'Go'GRATES UNLESS OTHERWISE INDICATED.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND SOTTDM SLAB. OVER
8'-0" TD 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.
TOP ELEVATION
P (.J�
.. B
I as E�i
�n =
:v. C Err
V •
D PD
q
P
.ti
•v.
i SECTION J-J
WHERE 30" TO 36" PIPE IS USED
PLAN
STD, NO, 840.66
Z
oN
1-4
y'
H- Q
d
LL _J O r-I
oaC4�z
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SECTION M-M
W
WHERE 42" TO 54" PIPE IS USED
>_
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-
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-9.• •.p•. .0•.
PLAN
Y
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2% AND UNDER
ER
DEPRESSED GUTTER LINE
EXPANSION JOINT 3 D 1 1 C 1 I
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
S
EXPANSION
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER) "
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
I SPAN
IWIDTH
WIDTH
I SPAN
MIN. HEIGHT
BARS-U
No, LENGTH
BARS-V
NO. LENGTH
BARS-W
NO. LENGTH
TOTAL
LBS.
TOP
SLAB
BOTTOM
SLAB
TOT,CONC.
N MINIYOY
HEIGHT H
0
A
B
C
G
H
E
F
C.M.
R.C.
12"
3'-0"
2'-2"
--
-_-
2'-8"
--
--
--
--
--
--
--
--
--
--
0.235
0.772
0.015
0.026
IS11
3'-6"
2'-2"
3'-0"
0.236
0.829
0.023
0.036
18"
3'-0"
2'-2"
3'-3"
0.235
0.557
0,033
0.049
24"
3'-01i
2'-2"
3'-9"
0.235
1.001
0.059
0.085
3011
3'-D"
2'-2"
3'-4„
4'-3"
1,_2„
4,_D„
4
1'-51,
2
3'-9"
3
3'-9"
39
0.i23
0.321
1.433
0.092
0.127
38"
3'-0"
2'-2"
3'-10"
4' 9"
1' 8"
4' 0"
4
1' 11,,
3
3' 9,"
3
3' 9"
43
0.161
0.358
1.714
0.132
0.178
42"
3'-0"
2'-2"
4'-5"
5' 3"
1'-5"
3'-2"
4
1'-8"
2
2'-11"
3
12'- 11
32
0.112
0.318
1.738
0.180
0.243
48"
3'-D"
2'-2"
5'-0"
5'-9"
2'-0"
3'-2"
4
2'-3"
3
2'-11"
3
2'-11"
35
0.145
0.352
2.052
0.235
0.317
54"
3'-0"
2'-2"
5'•7"
6 3"
2'-7"
3'-2"
4
12'-10"
5
1 2% 11"
3
2% 11"
41
1 0.180
10.386
12.367
0.297
0,401
N
GUTTER LINE
TER LINE
• RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
I+1 1/2 r1 3F y,F
a 1 1/2 r I
r1�I�H� F�l
FG0
0
© � I
SECTION G-G H I
M
In\ 1'-4�/2a 1'-4%21r F41
PLAN OF FRAME
1' - 75/8" 1 1 7%" CAST IRON
PLAN OF GRATING
2'-31/'+ CAST IRON
1/�17 i.O r7 'tea to �QIr
1 Ir i rr 1„ 1 N
3'-33/4r, 21-33/ I,
1 �6 Ir 2 rI
1/81r �vf
SECTION H - H 3,��'4 If 34r, I I 34IF �4
3'-2" 2'-211VIA
I�
2 %8 11 21/8It7_
31-13/r, 4-- -7
cv N 2'-13A cV N
3'-6" 21 Orr
SECTION E-E SECTION F-F
1" ❑EPRESSION
1 +_75x IF 7i+_7 +'
C7
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SHEET 1 OF 1
840.16
C"
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CES Group Engineers, LLP
NC FIRM LICENSE #F-1240
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DENVER, NC 28037
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SEAL:
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= AL $
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;N Cboo�INEE
SUBMITTALS
DATE:
PURPOSE:
12/01/2021
75% VA SUBMITTAL
12/28/2021
100% VA SUBMITTAL
02/07/20221
FIRST PERMIT SUBMITTAL
04/21/2022
SECOND PERMIT SUBMITTAL
7/19/2022
THIRD PERMIT SUBMITTAL
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PROJECT NO:
7768 - 1021 CD
DRAWING REVISIONS
NO:
REVISION DESC.
DATE:
DRAWN BY: SC
REVISED BY:
CHECKED BY: DL
ISSUED BY: SC
DRAWING TITLE:
DRAINAGE
DETAILS
,opyright 2021 CES Group Engineers, LLP
DRAWING NUMBER:
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