SW5190701_Plan_(Detail)_20190826

UGS#1 - 5' STRUCTURE
RIM_
108
INV. IN (36')= 103
INV. OUT (12') = 103
WEIR WALL OUTLET CONTROL:
2" ORIFICE @ 103.00
6"(H)x2"(VV) @ 704.80
TOP WEIR WALL @ 705.80 (4' LONG)
♦ 6" ROOF DRAIN IN
I�
4" ROOF DRAIN IN
BUILDING C i
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1�
%D (2) 36" ADS PIPE @ 0.1 I�
M M
W • w-
40.00'
.�
6" ROOF DRAIN /N
w w w-
UGS #1 - PLAN VIEW (3619)
SCALE V=10'
;p4&m
44 ft
♦41
14
UGS#2 -5' STRUCTUR
RIM= 104.5
INV. IN (48")= 98
INV. OU 1f) = 98 -
WEIR WALL OUTLET(
8" (Wx2" (lM @W100.4(
TOP WEIR WALL @ R
8" ROOF DI
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UVJ fl-L - r"L/"HIV V ICVV ('FO )
SCALE 1'=10'
CLASSES OF EMBEDMENT AND BACKFILL MATERIALS
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2 I REV. DRAWING NAME IXi
NUMBER
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p12B118
02016 ADS. ING
RCV. DESCRIPTION
BY
MMIDDM•
CHILD
ADVANCED DRAINAGE SYSTEMS, INC. ("ADS') HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAW ING IS
--"" TJR
INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS
PROJECT. NORMS ADS INDEPENDENTLY VERIFIED LEE INFORMATION SUPPLIED . THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL
C-s- OF BMBIDMBNT AND
� , 4640 TRUEM BLVD
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RE COMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO
I
HILLIARD, OHI013D28
CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE
APPLICABLE NATIONAL, STATE. OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS
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NTS
PROJECT.
DRAWING NUMBER: STD-109
1OF1
DUAL WALL FABRICATED TEES
30" - 60" DIAMETER
PART #
PIPE SIZE
A
B
JOINT
30 in
65.9 in
33.0 in
3068AN
750 mm
1674 mm
837 mm
3068AN856
30 in
49.4 in
24.7 in
ST
750 mm
1256 mm
628 mm
3068AN65B
30 in
49.4 in
24.7 in
WT
750 mm
1256 mm
628 mm
3669AN
36 in
78.8 in
34.4 in
900 mm
2000 mm
873 mm
3669AN85B
36 in
58.0 in
29.0 in
ST
900 mm
1473 mm
737 mm
3669AN65B
36 in
58.0 in
29.0 in
WT
900 mm
1473 mm
737 mm
42 in
71.9 in
36.0 in
4251 AN
1050 mm
1826 mm
914 mm
4251 AN85B
42 in
62.2 in
31.1 in
ST
1050 mm
1580 mm
790 mm
4251AN65B6
42 in
62.2 in
31.1 in
WT
1050 mm
1580 mm
790 mm
48 in
78.5 in
39.3 in
4851AN
1200 mm
1994 mm
998 mm
4851 AN85B
48 in
68.2 in
36.7 in
ST
1200 mm
1733 mm
933 mm
4851 AN65BB
48 in
68.2 in
36.7 in
WT
1200 mm
1733 mm
933 mm
60 in
90.0 in
45.0 in
6051AN
1500 mm
2286 mm
1143 mm
6051 AN85B
60 in
90.0 in
45.0 in
ST
1500 mm
2286 mm
1143 mm
6051AN65BB
601n
90.0 in
45.0 in
WT
1500 mm
2286 mm
1143 mm
- PLAIN END
ST = SOIL TIGHT
WT = WATER TIGHT
NOTE: ALL FITTINGS DIMENSIONS ARE FOR REFERENCE ONLY
PLAIN END
ST & WT (INCLUDES 3 GASKETS)
I
ot
708.24 TC -
107.74 SW 10
. 107.45FILTERRA ---
THROAT ELEVATION
Ap
.708.77 SW/TC -
DUAL WALL FABRICATED REDUCING TEES
36"x4"
- 36"x10" DIAMETER
B
Ell
RAJ
)
PLAIN END
R
A
ST & WT (INCLUDES 3 GASKETS)
= PLAIN END
ST = SOIL TIGHT
WT = WATER TIGHT
DRAW ING #: 2430
DRAWN BY: NJP 09.19.06
APPROVED BY: JCB 06.RS
NOTE: ALL FITTINGS
DIMENSIONS ARE FOR REFERENCE ONLY
REVISIONS: NJP 06.14.07
poll I
a.
Z.
r 01-M 'I I I WA M PARTPIPE SIZE A B JOINT
3660AN36x 4 in36.8in 26.8in
900x 100 mm933 mm681 mm3660AN85B 36x4 in 15.8in 24.8in ST
400 mm631mm36x4in 15.8in 24.8in3660AN65B900x 100mm400mm631mmWT
3661AN36 x 6 in 42.0 in 28.1 in900 x 150 mm1067 mm713mm3661AN85B 36 x 6 in 21.0 in 25.8 in ST533 mm655 mm36 x 6 in 21.0 in 25.8 in3661AN65Bg00 x 150 mm533 mm655 mmWT
3662AN 36 x 8 in 42.0 in 30.2 in900x 200mm1067 mm767 mm3662AN85B 36 x 8 in 21.0 in 27.3in ST
900 x 200 mm533 mm694 mm3662AN65 36 x 8 in 21.0 in 27.3 in WT
900 x 200 mm533 mm3663AN36x 10in 47.3 in 30.7 in900x 250mm1200mm781 mm3663AN85B 36 x 10in 26.3 in 27.0in ST
900 x 250 mm667 mm685 mm3663AN65B 36 x 10 in 26.3 in 27.0 in WT
900 x 250 mm667 mm685 mm
WT END CAPS
12" - 60" DIAMETER
A
Lj
12"-30"
GASKETINCLUDED
A
36"-60"
GASKET INCLUDED
DRAWING #:
2105
DRAWNBY:
NJP 07.30.07
APPROVED BY:
JCB 06.25.07
NOTE: ALL FITTINGS DIMENSIONS ARE FOR REFERENCE ONLY
.u.,.,D6o DRAIN.a[ ..,s6T1. •
REVISIONS:
TJR 4/20/2016
PART #PIPE SIZE A
1201AN65B12 in 6.5i300mm 5mm1501AN65B 15in 7.8in
375 mm 197 mm1801AN65B18in 8.9in
450 mm2101AN65B 21 in 10.9in
525 mm7 mm2401AN65B 24 in 7.5 in600mm 191 mm3001AN65B 30 in 11.8 in750mm
PART#A
3601AN65B 36in 15.5in
900 mm 394 mm42D1AN65B 42in 15.6in
1050 mm (1mm4801AN65B 48 in 15.8in
1200mm 401 mm6001AN65B60 in18.0 in
1500 mm457 mm
13x7 FILTERRA DEVICE (FT0713)
SCALE 1'=5'
PART#A
3601AN65B 36in 15.5in
900 mm 394 mm42D1AN65B 42in 15.6in
1050 mm (1mm4801AN65B 48 in 15.8in
1200mm 401 mm6001AN65B60 in18.0 in
1500 mm457 mm
13x7 FILTERRA DEVICE (FT0713)
SCALE 1'=5'
13x7 FILTERRA DEVICE (FT0713)
SCALE 1'=5'
DUAL WALL FABRICATED REDUCING TEES
48"x4"
- 48"x10" DIAMETER
ME
E11-
(1200
A
PLAIN END
B
AST
& WT (INCLUDES 3 GASKETS)
=PLAIN END
ST = SOIL TIGHT
WT = WATER TIGHT
DRAWING#: 2440
DRAWN BY: JCB 05.01.06
APPROVED BY: JCB 06.26.07
NOTE: ALL FITTINGS
DIMENSIONS ARE FOR REFERENCE ONLY
REVISIONS: NJP 06.14.07
PART#PIPE SIZE A B JOINT
4860AN48x4 in 36.8in 32.7 in1200 x 100 mm933 mm829 mm4860AN85B 48x 4 in 15.8in 30.7 in ST
1200 x 100 mm400 mm779 mm48x4in 15.8in 30.7in4860AN65B1200x 100mm400mm779mmWT
4861AN48 x 6 in 42.0 in 34.0 in x 150 mm 1067 mm 863 mm
4861AN85B 48 x 6 in 21.0 in 31.7 in ST
1200 x 150 mm 533 mm 804 mm
48x6in 21.0 in 31.7in
4861AN65B 1200 x 150 mm 533 mm 804 mm WT
4862AN 48 x 8 in 42.0 in 36.1 in ,
1200 x 200 mm 1067 mm 918 mm
4862AN85B 48 x 8 in 21.0 in 33.3 in ST
1200 x 2D0 mm 533 mm 845 mm
4862AN65B 48 x 8 in 21.0 in 33.3 in WT
1200 x 200 mm 533 mm 845 mm
4863AN 48 x 10 in 47.3 in 36.8 in ,
1200 x 250 mm 1200 mm 933 mm
4863AN85B 48 x 10 in 26.3 in 33.0 in ST
1200 x 250 mm 667 mm 837 mm
4863AN65N 48 x 10 in 26.3 in 33.0 in WT
1200 x 250 mm 667 mm 837 mm
DUAL WALL TO RCP MANHOLE ADAPTER FITTING
WATER TIGHT CONNECTION
HDPE SMOOTH
WALL CYLINDER
OD
A
B
NOTE:
REQUIRES SERIES 65 GASKET (INCLUDED)
IN FIELD TO MAKE WT CONNECTION
DRAWING#: 6050
0427APPROVED
BY: JCB 06.28.07NOTE:
ALL DIMENSIONS ARE NOMINAL
ICE. DPA 11- SSTT]!i III
REVISIONS: NJP 06.20.07
PART # PIPE SIZE A B OD
1222AN6 12 in 12.0 in 48.0 in 14.8 in
300 mm 305 mm 1219 mm 375 mm)
1522AN6 15 in 14.5 in 46.6 in 18.0 in
375 mm 368 mm 1184 mm 457 mm
18 in 18.0 in 45.6 in 21.8 in
1822ANB 450 mm 457 mm 1157 mm 552 mm
2422ANB 24 in 24.0 in 47.3 in 28.6 in
600 mm 610 mm 1200 mm 726 mm
30 in 24.0 in 45.3 in 35.9 in
3022ANB 750 mm 610 mm 1151 mm 913 mm)
36 in 24.0 in 46.3 in 41.9 in
3622ANB g00 mm 610 mm 1175 mm 1063 mm
4222ANB 42 in 24.0 in 46.7 in 48.5 in
1050 in 610 mm 1186 mm 1232 mm
4822ANB 48 in 24.0 in 47.3 in 54.7 in
1200 mm 610 mm 1200 mm 1388 mm
6022AN8 60 in 30.0 in 54.0 in 67.5 in
1500 mm 762 mm 1372 mm 1713 mm
GTH
B
Z
LU
JJ
MCI
MR,
PLAN VIEW
CURB
T BY CONTECH)
_ET SHAPING
OT BY CONTECH)
SDR 35 OUTLET COUPLING CAST
INTO PRECAST VAULT WALL
(OUTLET PIPE LOCATION MAY VARY)
=E GRATE
;URBINLET
DENING
:B
NOT BY CONTECH)
TREE FRAME AND GRATE
GTH
B
Z
LU
JJ
MCI
MR,
PLAN VIEW
CURB
T BY CONTECH)
_ET SHAPING
OT BY CONTECH)
SDR 35 OUTLET COUPLING CAST
INTO PRECAST VAULT WALL
(OUTLET PIPE LOCATION MAY VARY)
=E GRATE
;URBINLET
DENING
:B
NOT BY CONTECH)
TREE FRAME AND GRATE
PLAN VIEW
CURB
T BY CONTECH)
_ET SHAPING
OT BY CONTECH)
SDR 35 OUTLET COUPLING CAST
INTO PRECAST VAULT WALL
(OUTLET PIPE LOCATION MAY VARY)
=E GRATE
;URBINLET
DENING
:B
NOT BY CONTECH)
TREE FRAME AND GRATE
PLANT PROVIDED BY CONTECH
CAST INTO TOP SLAB
CLEAN OUT FRAME AND
COVER CAST INTO TOP SLAB
ENERGY DISSIPATION ROCKS
GALVANIZED ANGLE NOSING
CURB AND GUTTER
(NOT BY CONTECH)
SEE FILTERRA STANDARD OFFLINI
TOP SLAB CURB INLET DETAIL SHEET
STREET
2"O IRRIGATION Ln OPORT, TYP. vO
3 PLACES STREET •'A
4" - 6"0 UNDERDRAIN
,.....A,::s.' :. .FLOWKIT
(VARIES BY SIZE)
3" MULCH LAYER, TYP.
PROVIDED BY CONTECH
PROVIDED BY CONTECH
6" UNDERDRAI�
21" FILTERRA MEDIA, TYP.
STONE LAYER, TYP.
PROVIDED BY CONTECH
PROVIDED BY CONTECH
SECTION B-B
DUAL WALL FABRICATED "WATER TIGHT" "BELL -BELL" 90°BENDS
12" - 60" DIAMETER
PART #
PIPE SIZE
A
129SAN65B
12 in
10.8 in
300 mm
273 mm1598AN65B
15 in
11.8in
375 mm
300 mm1898AN651
18n
14.7 in
450mm
373 mm2498AN65B
24in
17.7 in
600 mm
450 mm3098AN65B
30in
22.4 in
750 mm
570 mm3698AN65B
36in
26.2 in
900 mm
666 mm4298AN65B
42in
36.0 in
1050 mm
914 mm4898AN65B
48 in
39.3 in
1200 mm
997 mm)
6098AIN65B
60 in
39.0 in
1500 mm
991 mm
NOTE: ALL FITTINGS DIMENSIONS ARE FOR REFERENCE ONLY
(INCLUDES 2 GASKETS)
RECOMMENDED MINIMUM TRENCH WIDTHS
• - • \\��\\\\ 1\\
MIN. COVER TO
RIGID PAVEMENT, H`j/j`j`/`j`/`/FLEXIBLE PAVEMENT, F
INITIAL
SPRINGLINE BACKFILL
CO-) - HAUNCH
BEDDING
4"FOR 12"-24- PIPE
6" FOR E .LSEE TAB , ' PIPE MIN. TRENCH WIDTH SUITABLE
NOTES:
PIPE DIAM.
MIN. TRENCH WIDTH
4"
21-
(100mm)(533mm)6"
23"
(150mm)
(581
8"26"
(200mm)
(660mm)
10"
28"
(250mm)
(711mm)
12"
30"
(300mm)(761
15"34"
(375mm)
(864mm)
18"39"
(450mm)
(991 mm)
24"
48"(600mm)(1219mm)
30"
56"
(750mm)
(1422mm)
36"
64"
(900mm)
(1626mm)
42"
72"
(1050mm)
(1829mm)48"
80"
(1200mm)
(2032mm)
60"
96"
(1500mm)
(2438mm)
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "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 I, 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"(100mm) FOR 4"-24" (100mm-600mm); 6' (151
FOR 30"-60" (750mm-1500mm).
5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT
LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR
MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321,
MINIMUM RECOMMENDED COVER BASED ON
VEHICLE LOADING CONDITIONS"
SURFACE LIVE LOADING CONDITION
PIPE DIAM.
H-25
HEAVY CONSTRUCTION
(75T AXLE LADD)12"-48"
12"
48"
(300mm-1200mm)
(305mm)
(1219mm)
60"
24'
60'
(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.COMPACTED
CLASSI
CLASS II
CLASS III
DUMPED
95%
90%
95%
4"
37
18
25
18
18
(100mm)
(11.3m)
(5.5m)
(7.6m)
(5.5m)
(5.5m)
6"44
20
29
20
21
(150mm)
(13.4m)
(6.1m)
(8.8m)
(6.1m)
(6.4m)
8"32
15
22
15
16
(200mm)
(9.8m)
(4.6m)
(6.7m)
(4.6m)
(4.9m)
10"38
18
26
18
18
(250mm)
(11.6m)
(5.5m)
(T9m)
(5.5m)
(5.5m)
12"
35
17
24
17
17
(300mm)
(10.7m)
(5.2m)
(7.3m)(5.2m)
(5.2m)
15"38
17
25
17
18
(375mm)
(11.6m)
(5.2m)
(7.6m)
(5.2m)
(5.5m)
18"
36
17
24
17
17
(450mm)
(11.0m)
(5.2m)
(7.3m)
(5.2m)
(5.2m)
24"
28
13
20
13
14
(600mm)
(8.5m)
(4.Om)
(6.1m)
(4.Om)
(4.3m)
30"
28
13
20
13
14
(750mm)
(8.5m)
(4.Om)
(6.1m)
(4.0m)
(4.3m)
36"
26
12
18
13
13
(900mm)
(7.9m)
(3.7m)
(5.5m)
(4.0m)
(4.Om)
42"
23
11
16
11
11
(1050mm)
(7.Om)
(3.4m)
(4.9m)
(3.4m)
(3.4m)
48"
25
11
17
11
12
(1200mm)
(7.6m)
(3.4m)
(5.2m)PAM)
(3.7m)
60"
25
11
17
11
12
(1500mm)(76m)(3.4m)
(5.2m)
(3.4m)
(3.7m)
LATEST EDITION.
FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12,
6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) LOAD RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH
IS 12" FROMTHE TOPOF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO THE FOLLOWING ASSUMPTIONS:
PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48' DIAMETER PIPE NO HYDROSTATIC PRESSURE,
AND 24"OF COVER FOR 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE UNIT WEIGHT OF SOIL (Ys) = 120 PCF
PAVEMENT ORTO 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. COVER HEIGHTS TO MATCH TN 2.01 AGc 0828PIT GME
GWIGADS,RIC REV. DESCRIPTION BY MNVDO/YY CHK'D
ADVANCED DRAINAGE SYSTEMS. INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TOADS. THIS DRAWING IS -TJR
NTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS��.,��..���.•����•��..ww�.��.�.��.www��..� �..www�.��.�llrrr��r�.12/26
PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL TRENCH INSTAUAUON 11\�111•"W 4640 TRUEMAN BLVD -
RECOMMENDATIONSANDMENOTSPECIFICFORTHISPROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO .(P6RAASHTO) HILLIARD, OHIO 43026GONSTRUCTION. IT IS THE DE31GN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE NTS
APPLICABLE NATIONAL. STATE. OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THISPROJECT. DRAWING NUMBER: STD-1011
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REVIEW PROJECT #:
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