290

300

310

320

330

290

300

310

320

330

0+00 1+00 2+00 3+00

PROPOSEDGRADE

EXISTINGGRADE

0+00

.00

=NYL

OPL

AST

2'x3

' CU

RB

INLE

T

INV.

IN=3

12.1

3 (S

TR 1

4B)

INV.

OU

T=31

2.13

(STR

14)

INV.

IN=3

12.1

3 (S

TR 1

5)

14A

TOP

= 31

5.80

0+90

.00

=NYL

OPL

AST

30" B

ASIN

INV.

IN=3

13.0

0 (S

TR 1

4C)

INV.

OU

T=31

2.75

(STR

14A

)

14B

2+80

.00

=NYL

OPL

AST

30" B

ASIN

INV.

IN=3

14.2

5 (6

" RD

)IN

V.O

UT=

314.

00 (S

TR 1

4B)

14C

90.00 LF12" HDPE@ 0.69%

190.00 LF10" HDPE@ 0.53%

6" HDPE@ MIN. 1.00%

INV.

IN=3

13.0

0 (6

' RD

)

1+92

.27

=IN

SER

TA T

EEIN

V.IN

=313

.71

(6" R

D)

INV.

IN=3

14.2

5 (6

" RD

)

2+22

.27

=IN

SER

TA T

EEIN

V.IN

=313

.87

(6" R

D)

2+46

.27

=IN

SER

TA T

EEIN

V.IN

=313

.99

(6" R

D)

TOP

= 31

6.90

TOP

= 31

9.20

PED

ESTR

IAN

GR

ATE

PED

ESTR

IAN

GR

ATE

290

300

310

320

330

290

300

310

320

330

0+00 1+00 1+25

11

TOP

= 32

0.50

11A

0+00

.00

=NYL

OPL

AST

30" B

ASIN

INV.

IN=3

12.7

5 (S

TR 1

1A)

INV.

OU

T=31

2.50

(STR

EX8)

INV.

IN=3

12.7

5 (S

TR 1

2)

0+60

.92

=NYL

OPL

AST

30" B

ASIN

INV.

OU

T=31

3.25

(STR

11)

PROPOSEDGRADE

EXISTINGGRADE

TO EX. 8

15" HDPE

@ 1.64%

60.92 LF10" HDPE@ 0.82%

INV.

IN=3

12.7

5 (6

" RD

)

INV.

IN=3

13.5

0 (6

" RD

)

6" HDPE@ MIN. 1.00%

10+3

1.92

=IN

SER

TA T

EEIN

V.IN

=314

.78

(6" R

D)

SOLI

D C

OVE

R

TOP

= 31

8.25

PED

ESTR

IAN

GR

ATE

60.00'

65.33'

PRO

POSED

BUILD

ING

6,000 SFFF=320.75'

HEIG

HT: 33'4"

5.00'12.00'

22.67'

100.00'

5.00'

9.75'

30.00'

FUTU

RE

BUILD

ING

5,400 SFFF=318.50'

DIESEL

W

127.00'-18" HD

PE

20.00'-24" HD

PE

INV.=311.64

1412

11EX8

CAR

CAN

OPY

6 MPD

S (PUM

PS)

CAR

CAR

CAR CAR

CAR

CAR

W W

CAR

130.00'-12" HDPE

CG

-6

50.00'-15" HD

PE

7.00'-18" HD

PE

13A8'x8' JELLYFISH

T

T

W

C.O.

C.O

.C.O.

1" WATER

SERVIC

E

14A14B

14C

11A90.00'-12" HDPE190.00'-10" HDPE 40.73'-18" H

DPE

60.92'-10" HDPE

T

C.O

.

C.O.C.O.

INV.=310..39

INV.=311.83

WSP

EXISTING

1STO

RY BLD

GFF=320.75'

60.0'

60.0'

30.0'

SOUTHERN STATESCOOPERATIVE, INC.

25.0'-6" PVC@1.0% MIN.

RD RD RD RD

RDRDRDRD

RD

RD

FUT.RD

FUT.RD

34.2'-6" PVC@

1.0% M

IN.

34.2'-6" PVC@

1.0% M

IN.

30.0'-6" PVC@

1.0% M

IN.

35.4'-6" PVC@

1.0% M

IN.10.0'-6" PVC

@1.0% MIN.

30.0'-6" PVC@1.0% MIN.

22.7'-6" PVC@

1.0% M

IN.

47.8'-6" PVC@

1.0% M

IN.

2.0'-6" PVC@

1.0% M

IN.

23.3'-6" PVC@

1.0% M

IN.

24.3'-6" PVC@

1.0% M

IN.

17.0'-6" PVC@

1.0% M

IN.

c

Bow

man

Con

sulti

ng G

roup

, Ltd

.

Pho

ne: (

703)

530

-809

3

Fax:

(703

) 530

-847

5

ww

w.b

owm

anco

nsul

ting.

com

Bow

man

Con

sulti

ng G

roup

, Ltd

.98

15 G

odw

in D

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Man

assa

s, V

irgin

ia 2

0110

CU

LPEP

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NTY

,

VIR

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IAST

EVEN

SBU

RG

MAG

ISTE

RIA

L D

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SOUT

HERN

STA

TES

RAR RAR

140091-01-001

OCTOBER 2019

140091-D-CP-001

PH

AS

E 2

RAR

18

10/29/19 REVISION #3

10/29/19

ROOF DRAIN PLAN VIEWSCALE: 1" = 20' HORIZ.

V:\140091 - Southern States Phase 2\140091-01-001 (ENG) - Southern States Phase 2\Engineering\Engineering Plans\BASE FILES\Sheets\Sheets\003764-08-STM PROF-COMPS.dwg

8A

ST

OR

M S

EW

ER

PR

OF

ILE

S A

ND

CO

MP

UT

AT

ION

S

1""=5'1"=50'

(5) ADAPTER ANGLESVARIABLE 0° - 360°

ACCORDING TO PLANS

18" MIN WIDTH GUIDELINE

8" MIN THICKNESS GUIDELINE

(3) VARIABLE SUMP DEPTHACCORDING TO PLANS

(10" MIN. BASED ONMANUFACTURING REQ.)

6" MIN

MINIMUM PIPE BURIALDEPTH PER PIPEMANUFACTURER

RECOMMENDATION(MIN. MANUFACTURING

REQ. SAME AS MIN. SUMP)

(3) VARIABLE INVERT HEIGHTSAVAILABLE (ACCORDING TO

PLANS/TAKE OFF)

WATERTIGHT JOINT(CORRUGATED HDPE SHOWN)

(1, 2) INTEGRATED DUCTILE IRONFRAME & GRATE TO MATCH BASIN O.D.

NYLOPLAST 30" DRAIN BASIN: 2830AG _ _X

REV G7001-110-193DWG NO.1 OF 1SHEET1:40SCALEDWG SIZE A

3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com

30 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAILTITLE

PROJECT NO./NAME

MATERIAL

DATE

REVISED BY

04-03-06DATE

EBCDRAWN BY

03-14-16

NMH

THIS 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.

1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.3 - 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.

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BEPLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

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.

®

©2013 NYLOPLAST

(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,

ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC

FIELD REVISION