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01
STA:0+16.60
INV OUT:838.00 30" HDPE
02
STA:0+86.19
RIM:847.00
INV OUT:839.90 30" HDPE
69.59 FT 30" HDPE
S=2.73%
EX. GRADE
PR. GRADE
COMPACTED
FILL
DETENTION POND DAM
(SEE DRAINAGE DETAILS
FOR MORE INFORMATION)
125.00 F
T
30" H
D
P
E
S
=
1.50%
04
STA:10+85.66
RIM:869.74
INV IN:863.30 15" HDPE
INV IN:858.88 30" HDPE
INV IN:865.15 10" HDPE
INV OUT:858.78 30" RCP
06
STA:21+25.00
RIM:868.48
INV IN:860.85 30" HDPE
INV OUT:860.75 30" HDPE
09
STA:27+69.91
RIM:875.12
INV IN:867.90 18" HDPE
INV OUT:867.80 24" HDPE
236.3
2 F
T 30" H
DP
E
S=
1.0
0%
07
STA:23+61.32
RIM:873.55
INV IN:863.31 30" HDPE
INV OUT:863.21 30" HDPE
389.5
1 F
T 30"
HD
PE
S=
0.9
4%
08
STA:27+50.83
RIM:874.50
INV IN:867.46 24" HDPE
INV IN:867.06 15" HDPE
INV OUT:866.96 30" HDPE
19.08 FT 24" HDPE
S=1.78%
EX. GRADE
PR. GRADE
COMPACTED FILL
COMPACTED FILL
03
STA:10+13.74
INV OUT:840.45 30" RCP
05
STA:13+28.73
RIM:872.17
INV IN:868.26 10" HDPE
INV OUT:868.16 15" HDPE
71.92 FT 30" RCP
S=25.49%
04
STA:10+85.66
RIM:869.74
INV IN:863.30 15" HDPE
INV IN:858.88 30" HDPE
INV IN:865.15 10" HDPE
INV OUT:858.78 30" RCP
2
4
3
.0
6
F
T
1
5
" H
D
P
E
S
=
2
.0
0
%
EX. GRADE
PR. GRADE
COMPACTED FILL
ANCHOR RCP PIPES PER
KYTC STANDARD DETAIL
RDX-060-04
11
STA:33+67.23
RIM:873.03
INV OUT:869.00 15" HDPE
91.23 F
T 15" H
DPE
S=0.5
0%
10
STA:30+91.23
RIM:873.42
INV IN:867.62 15" HDPE
INV OUT:867.52 15" HDPE
276.00 F
T 15" H
DPE
S=0.5
0%
08
STA:27+50.83
RIM:874.50
INV IN:867.46 24" HDPE
INV IN:867.06 15" HDPE
INV OUT:866.96 30" HDPE
EX. GRADE
PR. GRADE
COMPACTED FILL
EX. GRADE
PR. GRADE
12
STA:40+10.28
INV OUT:861.00 30" HDPE
15
STA:44+30.30
RIM:873.54
INV OUT:869.79 15" HDPE
209.0
5 F
T 30" H
DP
E
S=
1.0
0%
13
STA:42+19.33
RIM:874.14
INV IN:868.35 15" HDPE
INV IN:863.19 24" RCP
INV OUT:863.09 30" HDPE
25.18 FT 15" HDPE
S=1.00%
14
STA:42+44.52
RIM:872.61
INV IN:868.70 15" HDPE
INV IN:868.70 10" HDPE
INV OUT:868.60 15" HDPE
185.79 F
T 1
5" H
DP
E
S=
0.59%
COMPACTED
FILL
14
STA:42+44.52
RIM:872.61
INV IN:868.70 15" HDPE
INV IN:868.70 10" HDPE
INV OUT:868.60 15" HDPE
16
STA:51+22.21
RIM:874.50
INV OUT:870.50 10" HDPE
122.21 F
T
10" H
D
P
E
S
=
1.47%
EX. GRADE
PR. GRADE
COMPACTED
FILL
17
STA:60+19.70
INV OUT:833.01 30" RCP
20
STA:67+12.17
INV IN:864.28 30" HDPE
5
1
8
.
9
5
F
T
3
0
"
R
C
P
S
=
4
.
0
0
%
18
STA:65+38.65
RIM:874.84
INV IN:853.87 30" RCP
INV OUT:853.77 30" RCP
1
4
9
.
6
6
F
T
3
0
"
R
C
P
S
=
6
.
0
0
%
19
STA:66+88.31
RIM:872.58
INV IN:862.85 30" HDPE
INV IN:867.49 15" HDPE
INV OUT:862.85 30" RCP
23.87 FT 30" HDPE
S=6.00%
EX. GRADE
PR. GRADE
COMPACTED
FILL
COMPACTED
FILL
10-11
CLASS V RCP
ACPA TYPE 1
INTALLATION
CLASS III RCP
ACPA TYPE 1
INTALLATION
21
STA:70+79.04
RIM:874.64
INV IN:869.96 12" RCP
INV OUT:869.86 15" HDPE
7
9
.0
4
F
T
1
5
"
H
D
P
E
S
=
3
.0
0
%
19
STA:66+88.31
RIM:872.58
INV IN:862.85 30" HDPE
INV IN:867.49 15" HDPE
INV OUT:862.85 30" RCP
EX. GRADE
PR. GRADE
COMPACTED
FILL
EX. GRADE
PR. GRADE
COMPACTED
FILL
DETENTION POND DAM
(SEE EROSION CONTROL
PLANS FOR MORE
INFORMATION)
22
STA:80+18.80
INV OUT:820.12 30" HDPE
43.94 FT 30" HDPE
S=2.00%
23
STA:80+62.74
INV IN:821.00 30" HDPE
PA
RIS
, K
EN
TU
CK
Y
A N
EW
F
AC
IL
IT
Y
CE
NT
RA
L M
OT
OR
W
HE
EL
O
F A
ME
RIC
A
PA
LM
ER
E
NG
IN
EE
RIN
G
301 E
AS
T M
AIN
S
TR
EE
T
SU
IT
E 900
LE
XIN
GT
ON
, K
Y 40507
(859) 389-9293
ST
OR
M S
EW
ER
P
RO
FIL
ES
C-3.2
DOWNSPOUT CONNECTION DETAIL
NOT TO SCALE
CLEANOUT DETAIL
NOT TO SCALE
1 - 8" - 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065.4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24").5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.6 - 12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING.7 - 8" & 10" STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING.
(6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FORGUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BEDESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.
(1, 2) INTEGRATED DUCTILE IRONFRAME & GRATE TO MATCH BASIN O.D.
(5) ADAPTERANGLES
VARIABLE 0° - 360°ACCORDING TO
PLANS
12"
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
(3) VARIABLE SUMP DEPTHACCORDING TO PLANS
(6" MIN. ON 8" - 24", 10" MIN. ON 30"BASED ON MANUFACTURING REQ.)4" MIN ON 8" - 24"
6" MIN ON 30"
MINIMUM PIPE BURIALDEPTH PER PIPEMANUFACTURER
RECOMMENDATION(MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
(3) VARIABLE INVERT HEIGHTSAVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS IIMATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FORSURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTEDUNIFORMLY IN ACCORDANCE WITH ASTM D2321.
WATERTIGHT JOINT(CORRUGATED HDPE SHOWN)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERSAVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12/HANCOR DUAL WALL, ADS/HANCORSINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,CORRUGATED & RIBBED PVC
NYLOPLAST INLET
NOT TO SCALE
3" MIN
12" MAX
3" MIN
12" MAX
PIPE
OD
#57 OR #67 STONE
IN 4" LAYERS
BE
DD
IN
GB
AC
KF
IL
L
EXCAVATED MATERIALS
SUITABLE FOR
COMPACTION BY
TESTING LABORATORY
LAID IN 8" LOOSE LIFTS
AND COMPACTED FOR
ENGINEERED FILL.
FINISHED GRADE
BACKFILL FOR
PIPING IN
OTHER AREAS
BACKFILL FOR
PIPING UNDER
PAV'T
COMPOSITE SECTION
FINISH PAVEMENT
BACKFILL TO EXTEND
TO UNDERSIDE OF SLAB
OR BOTTOM OF BASE
COURSE FOR PAVEMENT
COMPACTED #57 OR #67
STONE (AASHTO M-43)
IN 4" LAYERS
SIDE OF TRENCH
IF ADEQUATELY
BRACED TO MEET
SAFETY CODES AND
REGULATIONS
12"
6"
BE
DD
IN
G
& IN
IT
IA
L
BA
CK
FIL
L
FIN
AL
BA
CK
FILL
PIPE BEDDING & BACKFILL DETAIL
NOT TO SCALE
C
A
B
D
DUCTILE IRON
REV B7001-110-201DWG NO.1 OF 1SHEET1:5SCALEDWG SIZE A
3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com
10 IN DOME GRATE ASSEMBLYTITLE
PROJECT NO./NAME
MATERIAL
DATE
REVISED BY
3-3-06DATE
EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICHNYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPTOR POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER, OR LICENSE THE USE OF THE DESIGN ORTECHNICAL INFORMATION SHOWN HEREINREPRODUCTION OF THIS PRINT OR ANY INFORMATIONCONTAINED HEREIN, OR MANUFACTURE OF ANYARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERSIS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENPERMISSION FROM NYLOPLAST.
3-13-10
EBC
1099CGD
DIMENSIONS ARE FOR REFERENCE ONLYACTUAL DIMENSIONS MAY VARYDIMENSIONS ARE IN INCHESQUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINTLOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.7001-110-126
APPROX. DRAIN AREA = 54.00 SQ INAPPROX. WEIGHT = 8.36 LBS
10" DOME GRATE
10" INLINE DRAIN OR10" DRAIN BASIN BODY TOP
NY L OP L AS T
Ø10.28
5.30
®
©2010 NYLOPLAST REV G7001-110-045DWG NO.1 OF 1SHEETNTSSCALEDWG SIZE A
3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com
8 IN & 10 IN DRAIN BASIN DESIGN DETAILSTITLE
PROJECT NO./NAME
MATERIAL
DATE
REVISED BY
8-11-00DATE
AWADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICHNYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPTOR POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER, OR LICENSE THE USE OF THE DESIGN ORTECHNICAL INFORMATION SHOWN HEREINREPRODUCTION OF THIS PRINT OR ANY INFORMATIONCONTAINED HEREIN, OR MANUFACTURE OF ANYARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERSIS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENPERMISSION FROM NYLOPLAST.
3-18-10
EBC
8" CUSTOM DRAIN BASIN
10" CUSTOM DRAIN BASIN
2808AG_ _X
(2) VARIABLEINVERTHEIGHT
1.50"
6.50"
(2) VARIABLEOVERALLHEIGHT
6" MIN.
(2) VARIABLEINVERTHEIGHT
1.50"
6.50"
6" MIN.
(2) VARIABLEOVERALLHEIGHT
1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE.2 - CUSTOM DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-0653 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC4 - STANDARD DRAIN BASIN HAS FIXED ADAPTER LOCATIONS OF 0° & 180°. CUSTOM DRAIN BASIN ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.5 - DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY
2810AG_ _X(1) DUCTILE IRON GRATE
(1) DUCTILE IRON GRATE
(3,4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:4" - 8" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,
ADS/HANCOR SINGLE WALL), PVC SEWER (EX: SDR 35), PVC DWV(EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC
(3,4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:4" - 10" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,ADS/HANCOR SINGLE WALL), PVC SEWER (EX: SDR 35), PVC DWV
(EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC
®
©2010 NYLOPLAST
12" TYP.
12" THICK
WASHED STONE (TYP.)
MIN.
PRE-CAST CATCH BASIN
PER D.O.T. HEAVY DUTY
6"
PIPE
TRAFFIC RATING.
EAST JORDAN 7030M2 OR 7030M6 (SEE DRAWINGS)
CONCRETE INVERT
CAST-IN-PLACE
WASHED STONE
1" DIA. WEEPHOLE
1 REQ'D.
6"
MIN.
24
" M
IN
.
6"
MIN.
MIRAFI 140N
NON-WOVEN FILTER
FABRIC OR EQUAL
NOTE: DETAIL FOR
SINGLE INLET ONLY.
DOUBLE INLET, IF
SPECIFIED, SHALL BE
STRUCTURE AND GRATE
THAT ARE TWO
STRUCTURES SIDE BY
SIDE BUT FABRICATED
AS ONE STRUCTURE.
48"
18" M
AX
18" O
/C
PRECAST CONCRETE
MANHOLE CONE
SECTION
ADJUST TO GRADE WITH
BRICK, BLOCK STRETCHER
COURSE OR PRE-CAST RINGS
STD. MH STEP
STANDARD PRECAST MANHOLE
RISERS & TRANSITION SECTIONS
12" THICK
WASHED STONE (TYP.)
PRE-CAST CATCH BASIN
PER D.O.T. HEAVY DUTY
TRAFFIC RATING.
NEENAH R-1593
EAST JORDAN IRON WORKS V-1624
U.S. FOUNDRY 117-BL
(TO BE PAINTED BLACK)
CURB BOX DETAIL
NOT TO SCALE
F
STORM MANHOLE DETAIL
NOT TO SCALE
E
IMPACT STILLING BASIN DETAIL
NOT TO SCALE
G
NYLOPLAST YARD DRAIN (10") DETAIL
NOT TO SCALE
H
NYLOPLAST YARD DRAIN BASIN (10") DETAIL
NOT TO SCALE
I
PA
RIS
, K
EN
TU
CK
Y
A N
EW
F
AC
IL
IT
Y
CE
NT
RA
L M
OT
OR
W
HE
EL
O
F A
ME
RIC
A
PA
LM
ER
E
NG
IN
EE
RIN
G
301 E
AS
T M
AIN
S
TR
EE
T
SU
IT
E 900
LE
XIN
GT
ON
, K
Y 40507
(859) 389-9293
DR
AIN
AG
E D
ET
AIL
S
C-3.3
6"
3
:
1
30 RCP (SEE GRADING PLAN)
TOP OF POND
ELEV. = 850.00'
ANTI-SEEP
COLLAR
COMPACTED
SUBGRADE
EXCAVATED CUT-OFF TRENCH
(MINIMUM OF 1 FOOT INTO
STABLE SOIL, AND MINIMUM
OF 2 FEET DEEP,
MAX. SIDE SLOPE OF 1:1)
ANTI-SEEP
COLLAR
1'-0"
1'-0"
14P2P
P
12' MIN. WIDTH
SPILLWAY ELEVATION
CLASS II CHANNEL LINING
ELEV. = 848.00'
ELEVATION VIEW
ISOMETRIC VIEW
PLAN VIEW
SECTION (DETENTION POND)
NOT TO SCALE
K
TRASH RACK
ELEV.=847.00
18" Ø ORIFICE
IE=840.00
3.5'x1' WEIR
IE=846.00
30" Ø PIPE
IE=839.9 (PIPE 01-02)
12"
MIN.
TOP-MOUNTED TRASH RACK DETAIL
NOT TO SCALE
O
DETENTION BASIN - 02
NOT TO SCALE
P
OVERFLOW SPILLWAY DETAIL
NOT TO SCALE
N
HEADWALL DETAIL
NOT TO SCALE
L
48" OUTLET STRUCTURE DETAIL
NOT TO SCALE
M
DETENTION DETAIL
SECTION (DETENTION POND)
NOT TO SCALE
K
PIPE ANCHOR DETAIL
NOT TO SCALE
J
PA
RIS
, K
EN
TU
CK
Y
A N
EW
F
AC
IL
IT
Y
CE
NT
RA
L M
OT
OR
W
HE
EL
O
F A
ME
RIC
A
PA
LM
ER
E
NG
IN
EE
RIN
G
301 E
AS
T M
AIN
S
TR
EE
T
SU
IT
E 900
LE
XIN
GT
ON
, K
Y 40507
(859) 389-9293
DR
AIN
AG
E D
ET
AIL
S
C-3.4