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

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(859) 389-9293

ST

OR

M S

EW

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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

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OR

W

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F A

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RIC

A

PA

LM

ER

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NG

IN

EE

RIN

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301 E

AS

T M

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S

TR

EE

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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

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OR

W

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EL

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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