Highway Stormwater Program STORMWATER … R... · Michael J. Shumsky, PE 1595 Mail Service Center...

(Version 2.07; Released October 2016)34409.3.23 TIP No.: R-2247CD County(ies): Forsyth Page 1 of 4

TIP Number: Date:

Phone: Phone:Email: Email:

County(ies):CAMA County?

Yes

Design/Future: Year: Existing: Year:

Aquatic T&E Species? No Comments:

No NoNo

N/ADeck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the

General Project Narrative)(If yes, provide justification in the General Project Narrative)

NRTR Stream ID:

Annual Avg Daily Traffic (veh/hr/day):

Existing SiteProject Length (lin. miles or feet):

ac.

Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Body

ac.Y17 (US 421): Two 12' travel lanes with paved shoulders, grass median, and grass roadway ditches, both sides.

[email protected]

Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?

ForsythWinston-Salem

North Carolina Department of Transportation

Highway Stormwater Program STORMWATER MANAGEMENT PLAN

FOR NCDOT PROJECTS

Project Type:

NCDOT Design Build Unit Address:

General Project InformationR-2247CD34409.3.23

Impairments:Other Stream Classification:

Primary Classification:

Project Built-Upon Area (ac.)

The R-2247CD project involves US 421 and Peace Haven Road Interchange improvements for future Winston-Salem Northern Beltway along with other improvements to adjacent roadways including realignments. Grass swales have been incorporated in roadside ditches where possible. A dry detension basin is proposed to treat and attenuate peak flows for portions on the roadway runoff. Riprap outlet pads have been incorporated at drainage pipe outlets and outfalls, where applicable.

None

56,000

Y17 (US 421): Three (3) 12' travel lanes each direction, concrete barrier rail median with 18' paved median shoulders, and 12' paved ouside shoulders with grass roadway ditches, both sides.

Waterbody Information

2015

NCDWR Stream Index No.:

[email protected]

Raleigh, NC 27699-1595

Address:

8/24/2017Michael J. Shumsky, PE

1595 Mail Service Center

WBS Element:

Roadway WideningWBS Element:Randal C. Howard, PENCDOT Contact:

(919) 707-6627

905 Jones Franklin RoadRaleigh, NC 27606

Contractor / Designer:

(919) 859-2243

Sungate Design Group, PA

Medium density residential

Muddy Creek 12-94-(0.5)

15.9

.867 milesProject Description

Proposed Project

Yadkin-Pee DeeRiver Basin(s): City/Town:

23.6Typical Cross Section Description:

Surrounding Land Use:

General Project Narrative:(Description of Minimization of Water Quality Impacts)

No

NoneNone

Supplemental Classification:

N/ABuffer Rules in Effect:

Wetlands within Project Limits?

(Version 2.07; Released October 2016)


Highway Stormwater Program STORMWATER MANAGEMENT PLAN

FOR NCDOT PROJECTS34409.3.23 TIP No.: R-2247CD County(ies): Forsyth Page 2 of 4

Aquatic T&E Species? No Comments:

Yes N/ANo

WBS Element:

Surface Water Body (2): Additional Waterbody Information

Buffer Rules in Effect: N/A

None

Silas Creek NCDWR Stream Index No.:

NRTR Stream ID:

Class CPrimary Classification: NCDWR Surface Water Classification for Water BodySupplemental Classification:

12-94-10

None

Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? N/A

Impairments: NoneOther Stream Classification:

(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)

Deck Drains Discharge Over Water Body?


Sheet No.

Station & Coordinates (Road and Non Road

Projects)

Surface Water Body

Base Width

(ft)

Front Slope(H:1)

Back Slope(H:1)

Drainage Area(ac)

Recommended Treatm't Length

(ft)

Actual Length

(ft)

Longitudinal Slope

(%)Q2

(cfs)V2

(fps)Q10(cfs)

V10(fps)

Rock Checks Used

BMP Associated w/ Buffer Rules?

Y17 43+70 to 46+70 RT &ALPD 12+00 to 14+25 RT

Y25ALPD 14+25 RT

Y17 48+50 LT

Y17 68+20 LT No1.4

6

2.6

WBS Element:

1.9

2.1

6 No290

510

6.0

6.2

7.2

4.0

525

260

6 8.3

2.0

1.37 0.0

No

0.50%

10.8

0.0

4.0 1.90.50% 8.3

0.92% 4.8

10.80.0 4.0 4.0

6.0 4.0 1.8 180

0.0

No2.02.6 260

2.0

1.4180 5.50.30%4.0

Swales

Silas Creek

Silas Creek

Silas Creek

Silas Creek

No

No

No

No130


Highway Stormwater ProgramSTORMWATER MANAGEMENT PLAN

FOR NCDOT PROJECTS

Additional Comments


Sheet No.Surface

Water BodyDrainage Area

(ac)

New Built-Upon Area(ac)

Volume Treated(ac-ft)


Highway Stormwater ProgramSTORMWATER MANAGEMENT PLAN

FOR NCDOT PROJECTS

Other Best Management Practices

Additional Comments

0.32Silas Creek

WBS Element:

Precipitation Depth Treated over NBUA

(in)BMP Associated w/ Buffer Rules?

No

BMP TypeStation & Coordinates

(Road and Non Road Projects)Y17 50+00 RT6 15.1 6.4Dry Detention Basin 0.63

WETLAND AND SURFACE WATER IMPACTS PERMIT

SHEET 1 OF 23PERMIT DRAWING

SITE 1

SITE 2SITE 3

SITE 4

SITE 7

SITE 8

SITE 9

SITE 6

SITE 5

SITE 10

LOCATION:

TYPE OF WORK:

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

6

7

10

9

5

- CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III

- THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES

-Y17- STA. 22+40.00 BEGIN TIP PROJECT R-2247CD

-Y17- STA. 68+20.00END TIP PROJECT R-2247CD

-Y25A- PEACE HAVEN RD

-Y3- VILLAS DR

-Y2- REGENTS VILLAGE DR

-Y1- IVYSTONE LN

-Y25ARPB- -Y25ARPA-

-Y25ALPD-

-Y25ARPD-

-DW1-

-Y28REV2- KESTER MILL RD

See Sheet 1B For Conventional Symbols

See Sheet 1A For Index of Sheets

PROJECT BEGIN

PROJECT END

SALEMWINSTON

VICINITY MAP

WINSTON-SALEM NORTHERN BELTWAY - MODIFICATION OF

THE US 421/ SR 1891 (PEACE HAVEN ROAD) INTERCHANGE

- A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WINSTON-SALEM

GRADING, DRAINAGE, PAVING, GUARDRAIL,

To Lewisville

To I-40

-Y25A- STA. 22+88.94BEGIN BRIDGE

-Y25A- STA. 25+32.94END BRIDGE

-Y28REV2- STA. 11+10.88BEGIN BRIDGE

-Y28REV2- STA. 11+83.13END BRIDGE

-Y25A- STA. 11+50.00BEGIN CONSTRUCTION

-Y25A- STA. 33+00.00END CONSTRUCTION

INTERSTATE

40

421

Peace H

aven R

d

US 421

-Y17-

US 421-Y17-

25 50 10050

25 50 10050

5 10 2010

0

0

0

PROFILE (HORIZONTAL)

PROJECT LENGTH

STATE

F. A. PROJ. NO. DESCRIPTION

NO.TOTALSHEETS

N.C.SHEET

1

DESIGN DATAGRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

LOCATION:

TYPE OF WORK:

09/08/99

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

0

00

9/6/2017

R2247

CD_

Hy

d_pr

m_

wet_01.dgn

rho

ward

CO

NT

RA

CT:

AR

TM

E

N

N

A

S

O H

DE

P

TOF TRA

SPO

RT

TIO

N

TA

TE

OFN RT

CA

RO

LIN

A

C203840

TIP P

ROJE

CT:

R-2247C

D

DHV

D

T

V

=

=

=

=

=

=

%

%

MPH

ADT

ADT

% *

FUNC CLASS =

PROJECT LENGTHDESIGN DATA

LENGTH ROADWAY TIP PROJECT R-2247CD

TOTAL LENGTH TIP PROJECT R-2247CD

= .867 MI.

= .867 MI.

2016

2036

57,065

77,735

10

65

7

70

* (TTST =4%

FREEWAY

STATE PROJECT REFERENCE NO.

STATE PROJ. NO.

FORSYTH COUNTY

P.E.

R-2247CD

RALEIGH, NORTH CAROLINA 27606

SUNGATE DESIGN GROUP, P.A.

ENG FIRM LICENSE NO. C-890

34409.3.23 NHP-0421(088)

34409.3.23 NHP-0421(088)

34409.3.23 NHP-0421(088)

R/W & UTIL.

CONST.

See Sheet 1C For Survey Control Sheets

4

8

CITY LIMITSWINSTON-SALEM

CIT

Y

LIM

ITS

WIN

ST

ON-S

AL

EM

CITY LIMITSWINSTON-SALEM

CITY LIMITS

WINSTON-SALEM

CIT

Y

LIM

ITS

WIN

ST

ON-S

AL

EM

CR

EE

KM

UD

DY

ASSOCIATED HORIZONTAL STOPPING SIGHT DISTANCE ON KESTER MILL ROAD (-Y28REV2-) DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL CURVE RADIUS AND-

CREEKSILAS

NOVEMBER 15, 2016

NOVEMBER 15, 2016

AND RETAINING WALLSTRUCTURES, SIGNING, SIGNALS, NOISE WALLS

-Y17- STA. 80+70 +\-END CONSTRUCTION

-Y17- STA. 7+20 +\-BEGIN CONSTRUCTION

DUAL 3%)+

SIGNATURE:

SIGNATURE:

P.E.

P.E.

HYDRAULICS ENGINEER

ENGINEER

ROADWAY DESIGN

RIGHT OF WAY DATE:

LETTING DATE:

Prepared in the Office of:

DIVISION OF HIGHWAYS

2012 STANDARD SPECIFICATIONS

PROJECT ENGINEER

KCIhttp://www.kci.com

NCDOT CONTACT:

Plans Prepared For:

Raleigh NC, 27610

1000 Birch Ridge Dr.

PROJECT DESIGN ENGINEER

BARRY C. SMITH, P.E.

PROJECT ENGINEER - DESIGN BUILD UNIT

K. ZAK HAMIDI, PE

CHARLES L. FLOWE, P.E.

Fax (919) 783-9266

Phone (919) 783-9214

Raleigh, NC 27609

4505 Falls of Neuse Road, Suite 400

KCI Associates of N.C., P.A.

60

%

RO

AD

WA

Y

PL

AN

SRIG

HT-O

F-

WA

Y /

905 JONES FRANKLIN ROAD

TEL (919) 859-2243

Ketner Chapel

CalvaryBapt. Ch.

Pine Grove ChurchM

uddy

Creek

Muddy

Creek

EL=800'

TOE OF SLOPE

EL=800'

TOE OF SLOPE

EL=800'

TOE

OF

SLOP

E

EL=800'

TO

E

OF

SL

OP

E

City LimitsClemmons

City LimitsWinston Salem

NA

D 83 (C

ORS 96)


2D-1

SHEET NO.PROJECT REFERENCE NO.

ENGINEER

R-2247CD

HYDRAULICS

6/2/99

9/6/2017

R2247

CD_

Hyd_pr

m_

wet_02

D1.d

gn

rho

ward

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED





TEL (919) 859-2243

d

2:1

B

D

( Not to Scale)

Flatter2:1

or

SPECIAL LATERAL BASE DITCH

FROM STA. 64+00 TO STA. 64+45 -Y17- RT

Slope

Fill

DETAIL 7-1

B=3.0 Ft.

Max. d=3.0 Ft.

Min. D=3.0 Ft.

Type of Liner=Class II Rip-Rap

Ground

Natural

Geotextile

2:12:1

D

( Not to Scale)

STANDARD BASE DITCH

B

d

FROM STA. 11+63 TO STA. 11+93 -Y28REV2- LT

DETAIL 10-2

B=2.0 Ft.

Max. d=1.5 Ft.

Min. D=2.0 Ft.

Ground

Natural

Ground

Natural

*When B is < 6.0'

Type of Liner=Class I Rip-Rap

Geotextile

4:1 D

B

( Not to Scale)

SPECIAL LATERAL GRASSED SWALE

4:1

FROM STA. 12+00 TO STA. 14+25 -Y25ALPD- RTFROM STA. 43+70 TO STA. 46+70 -Y17- RT

DETAIL 6-4

B=0 Ft.

Min. D=1.2 Ft.

Ground

Natural

Slope

Fill

( Not to Scale)

TOE PROTECTION

d

FROM STA. 15+50 TO STA. 18+00 -Y25ARPD- RT

Fill Slope

2:1 or Flatter

Fill Slope

2:1 or Flatter

DETAIL 6-10

d=1.0 Ft.

Type of Liner=Class B Rip-Rap

Geotextile

VA

RIE

S

b

( Not to Scale)

D2:1 2:

1

BERM 'V' DITCH

FROM STA. 65+00 TO STA. 71+50 -Y17- LTFROM STA. 59+00 TO STA. 60+50 -Y17- LT

DETAIL 7-4

b=NOISE WALL

Min. D=1.0 Ft.

Ground

Natural

RDWY

VA

RIE

S

b

( Not to Scale)

D2:1 2:

1

BERM 'V' DITCH


DETAIL 5-2

b=NOISE WALL

Min. D=1.0 Ft.

Ground

Natural

RDWY

Flatter4:

1 or

D2:1

( Not to Scale)

SPECIAL CUT DITCH

FROM STA. 17+50 TO STA. 20+00 -DW1- LT

DETAIL 10-1

Min. D=1.0 Ft.

Ground

Natural Slope

Ditch

Front

2:1D

Flatter4:

1 or

d

( Not to Scale)

SPECIAL CUT DITCH

FROM STA. 15+75 TO STA. 16+50 -Y28REV2- RT

DETAIL 10-6

Max. d=1.5 Ft.

Min. D=2.0 Ft.

Type of Liner=CL I Rip-Rap

Slope

Ditch

Front

Ground

Natural

Geotextile

( Not to Scale)

BERM 2' BASE DITCH

2:1

2:1

D2:1

B

b

FROM STA. 52+50 TO STA. 53+00 -Y17- LTFROM STA. 17+50 TO STA. 18+00 -Y25ARPA- RT

DETAIL 6-6

b=4.0 Ft.

B=2.0 Ft.

Min. D=1.0 Ft.

Ground

NaturalRDWY

2:1D

Flatter4:

1 or

d

( Not to Scale)

SPECIAL CUT DITCH

FROM STA. 14+00 TO STA. 15+50 -Y28REV2- LTFROM STA. 17+50 TO STA. 19+00 -Y28REV2- RT

DETAIL 10-5

Max. d=1.0 Ft.

Min. D=2.0 Ft.

Type of Liner=CL B Rip-Rap

Slope

Ditch

Front

Ground

Natural

Geotextile

( Not to Scale)

SPECIAL LATERAL 'V' DITCH

2:1D

FROM STA. 28+50 TO STA. 30+00 -Y17- LT

Min. D=1.0 Ft.

DETAIL 5-1

Ground

Natural 2:1

Slope

Fill

D Flatter4:

1 or

( Not to Scale)

SPECIAL CUT DITCH w/HINGE

6.0'

4:1

VARIA

BLE

FROM STA. 13+16 TO STA. 15+00 -Y25A- LT

DETAIL 9-1

Min. D=1.5 Ft.

Ground

Natural

Slope

Ditch

Front

Flatter4:

1 or

DFlatter

3:1 or

( Not to Scale)

SPECIAL CUT DITCH

FROM STA. 17+50 TO STA. 19+00 -Y25A- RTFROM STA. 11+63 TO STA. 12+56 -Y25A- LT

DETAIL 9-2

Min. D=1.0 Ft.

Ground

Natural Slope

Ditch

Front

Flatter4:

1 or

D2:1

( Not to Scale)

SPECIAL CUT DITCH

FROM STA. 18+50 TO STA. 19+50 -Y28REV2- LTFROM STA. 11+93 TO STA. 15+25 -Y28REV2- LT

DETAIL 10-3

Min. D=2.0 Ft.

Ground

Natural Slope

Ditch

Front

( Not to Scale)


2:1D

FROM STA. 10+00 AROUND CUL-DE-SAC 45 L.F.FROM STA. 10+00 TO STA. 12+00 -DW1- LT

Min. D=1.0 Ft.

DETAIL 6-13

Ground

Natural

Flatter4:

1 or

Slope

Fill2:1 4:

1D

( Not to Scale)

STANDARD 'V' DITCH

FROM STA. 09+78.5 TO 09+83.7 -DW1- RT

Min. D=1.0 Ft.

DETAIL 6-17

Ground

NaturalGround

Natural

( Not to Scale)LATERAL BASE DITCH

2:1D

B

b

d2:1 1"/Ft.

FROM STA. 15+25 TO STA. 16+19.44 -Y25ARPB- LT

DETAIL 6-1

b=5.0 Ft.

B=5.0 Ft.

Max. d=2.0 Ft.

Min. D=2.0 Ft.

*When B is < 6.0'

Type of Liner= Class I Rip-Rap

Ground

Natural

Slope

Fill

GEOTEXTILE


2:1D

B

b

d2:1 1"/Ft.

FROM STA. 16+19.44 TO STA. 20+00 -Y25ARPB- LT

DETAIL 6-2

b=5.0 Ft.

B=3.0 Ft.

Max. d=2.0 Ft.

Min. D=2.0 Ft.

*When B is < 6.0'

Type of Liner= Class I Rip-Rap

Ground

Natural

Slope

Fill

GEOTEXTILE

2:1D

4:1

d

( Not to Scale)

TYPICAL ROADWAY DITCH


Slope

Ditch

Front

DETAIL 6-20

Max. d=1.0 Ft.

Min. D=1.0 Ft.

Type of Liner=Class 'B' Rip-Rap

Ground

Natural

Geotextile

( Not to Scale)

TOE PROTECTION

dFL

ATTE

R2:1

OR


DETAIL 6-9


d=1.0 Ft.

GROUND

NATURALSLOPE

FILL

GEOTEXTILE


2:1D

B

b

d2:1 1"/Ft.


DETAIL 6-22

b=5.0 Ft.

B=2.0 Ft.

Max. d=1.0 Ft.

Min. D=1.0 Ft.

*When B is < 6.0'


Ground

Natural

Slope

Fill

GEOTEXTILE

6:1 T

O 4:1

D4:1

( Not to Scale)

SPECIAL CUT DITCH

FROM STA. 26+50 TO STA. 29+85 -Y25ARPD- RTFROM STA. 14+25 TO STA. 15+50 -Y25ALPD- RT


DETAIL 6-3

Min. D=1.2 Ft.

Ground

Natural Slope

Ditch

Front

( Not to Scale)

2:12:1 D

B

b

LATERAL BASE DITCH

1"/Ft.

FROM STA. 20+00 TO STA. 22+50 -Y25ARPB- LT

DETAIL 6-23

b=5.0 Ft.

B=3.0 Ft.

Min. D=2.0 Ft.

Ground

Natural

Slope

Fill

b

2:1d

D

( Not to Scale)

B

CHANNEL CHANGE

1"/Ft.


GroundNatural

b=5.0 Ft.

B=5.0 Ft.

Max. d=3.0 Ft.

Min. D=3.0 Ft.


DETAIL 7-2

Ground

Natural

Exist. Channel

Fill Slope

Proposed

GEOTEXTILE

( Not to Scale)

RIP RAP AT EMBANKMENT


DETAIL 7-6

Grade

Ditch2.0 ft.

GEOTEXTILE

Type of Liner=Class II Riprap

10'min.

1.0'min.

( Not to Scale)


Dd

2:1

FROM STA. 16+33 TO STA. 20+00 -Y25ARPB- RT

DETAIL 6-19

Max. d=1.0 Ft.

Min. D=1.0 Ft.

Type of Liner= CL B Rip-Rap

Slope

Fill

Flatter4:

1 or

Ground

Natural

Geotextile

3:1 3:1

D

( Not to Scale)

STANDARD 'V' DITCH


Min. D=1.0 Ft.

DETAIL 6-11

Ground

NaturalGround

Natural

VA

RIE

S

b

( Not to Scale)

D2:1 2:

1

BERM 'V' DITCH

FROM STA. 57+50 TO STA. 59+00 -Y17- LTFROM STA. 18+00 TO STA. 22+50 -Y25ARPA- RT


DETAIL 6-5

b=NOISE WALL

Min. D=1.0 Ft.

Ground

Natural

RDWY


2:1D

B

b

d2:1 1"/Ft.

FROM STA. 56+50 TO STA. 59+30 -Y17- RTFROM STA. 15+54 TO STA. 16+40 -Y25ARPD- LT

DETAIL 6-12

b=5.0 Ft.

B=2.0 Ft.

Max. d=1.0 Ft.

Min. D=1.0 Ft.

*When B is < 6.0'


Ground

Natural

Slope

Fill

GEOTEXTILE

2:12:1

D

( Not to Scale)

CHANNEL CHANGE

B

d

FROM STA. 15+80 TO STA. 15+90 -DW1- RT

DETAIL 6-26

B=5.0 Ft.

Max. d=5.0 Ft.

Min. D=5.0 Ft.

Ground

Natural

Ground

Natural

*When B is < 6.0'


Geotextile


2:1D

B

b

d2:1 1"/Ft.


DETAIL 7-5

b=5.0 Ft.

B=2.0 Ft.

Max. d=1.0 Ft.

Min. D=1.0 Ft.

*When B is < 6.0'


Ground

Natural

Slope

Fill

GEOTEXTILE

( Not to Scale)


FROM STA. 11+51 TO STA. 11+74 -Y28REV2- LTFROM STA. 11+06 TO STA. 11+29 -Y28REV2- LT

FROM STA. 18+01 TO STA. 18+16 -DW1- RT

DETAIL 10-7

Grade

Ditch2.0

GEOTEXTILE

Type of Liner=CL II Rip-Rap

10'min.

1.0'min.

( Not to Scale)

PIPE OUTLET CHANNEL

DETAIL 6-21


GroundNatural

GroundNatural

(Variable)CHANNEL BED

d=4.0 Ft.

Length=70 Ft.

EXISTING BANK

EXISTIN

G BA

NKMIN. 2:1

TO TIEMIN. 2:1 TO TIE d

( Not to Scale)

PIPE INLET CHANNEL

DETAIL 6-28

STA. 54+50 -Y17- LT

GroundNatural

GroundNatural

(Variable)CHANNEL BED

d=3.0 Ft.

Length=15 Ft.

EXISTING BANK

EXISTIN

G BA

NKMIN. 2:1

TO TIEMIN. 2:1 TO TIE d

( Not to Scale)

6:1 6:1

FROM STA. 79+00 TO STA. 81+00 -Y17-

Point

Shoulder

Point

Shoulder

MEDIAN V DITCH

DETAIL 8-3

B

4:14:1 D

( Not to Scale)

LATERAL 2' BASE DITCH


DETAIL 8-4

B=2.0 Ft.

Min. D=1.0 Ft.

Ground

Natural

Ground

Natural

L

S etc.GI

10:1 20:1

( Not to Scale)

FALSE SUMP

2.0'

STA. 13+90 -DW1- RTSTA. 76+30 -Y17- LTSTA. 36+90 -Y17- LTSTA. 35+45 -Y17- LTSTA. 34+35 -Y17- LT

DETAIL FS-1

Traffic FlowOutside Ditch

1.0'

Max

0.5'

Min.

S=Ditch Slope C Proposed Ditch

20:1

10:1

LS=Ditch Slope

S

( Not to Scale)FALSE SUMP

2'

DETAIL FS-2

Traffic FlowOutside Ditch

1.0'

Max.

0.5'

Min.

etc.GI

STA. 79+20 -Y17- RT, STA. 14+15 -DW1- LT

STA. 61+15 -Y17- LT, STA. 76+15 -Y17- RT

STA. 31+15 -Y17- RT, STA. 60+64 -Y17- LT

STA. 24+50 -Y17- RT, STA. 25+25 -Y17- RT

STA. 17+36 -Y25ARPA- RT, STA. 16+40 -Y25ARPA- RT

C Proposed Ditch

( Not to Scale)


FROM STA. 14+90 TO STA. 15+00 -Y25ARPA- RT

DETAIL 6-29

Grade

Ditch2.0 ft.

GEOTEXTILE


10'min.

1.0'min.

D6:1

( Not to Scale)

SPECIAL CUT GRASS SWALE w/HINGE

4.0'

6:1

4:1 to

VARIA

BLE


DETAIL 7-3

Min. D=1.0 Ft.

Ground

Natural

Slope

Ditch

Front


2:1D

B

b

d2:1 1"/Ft.


DETAIL 7-7

b=5.0 Ft.

B=4.0 Ft.

Max. d=1.0 Ft.

Min. D=1.0 Ft.

*When B is < 6.0'


Ground

Natural

Slope

Fill

GEOTEXTILE

d

2:1

B

D

( Not to Scale)

SPECIAL CUT BASE DITCH

Flatter4:1

or

FROM STA 18+00 TO STA. 19+50 -Y25ARPD- RT

DETAIL 6-25

B=3.0 Ft.

Max. d=1.0 Ft.

Min. D=2.0 Ft.


Ground

Natural

Ditch

Slope

Front

Geotextile


2D-2


R-2247CD

6/2/99

9/6/2017

R2247

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ENGINEER

HYDRAULICS

TEL (919) 859-2243

*NOT TO SCALE*

DETAIL 6-14

6"

MIN.

S

S 8" MIN.

(SEE SPECIAL DETAIL)

HINGE

TRASH RACK

S SID

E 3

SID

E 1

SIDE 2

PLAN VIEW

PIPE (P)

OUTLET

HINGE

TRASH RACK

GATESLUICE

ORIFICE TRASH RACK

TRASH RACK NOT SHOWN FOR CLARITY

TRASH RACK(SEE SPECIAL DETAIL)

(THIS SIDE)TRASH RACK HINGES

CTL. STR.

TOP ELEV.

SEE TABLE

VARIES

SIDE 2

B

MIN. ELEV.BASIN BOTTOM


6"

MIN.

H

S

OUTLET PIPE (P) OUTFLOW

S


(2' x 2' MIN.)PAD

4" CONCRETE

ORIFICE TRASH RACK

CTL. STR.

TOP ELEV.

GATESLUICE

TRASH RACK


(THIS SIDE)TRASH RACK HINGES


H

S

B

D

SIDE 3

8"

MIN.

(STD. DRWG. 840.66) STEPS @ 12" O.C.

S

(P)PIPE

OUTLET

TRASH RACK

CTL. STR.

TOP ELEV.

GATESLUICE

ORIFICE TRASH RACK(SEE SPECIAL DETAIL)

(2' x 2' MIN.)PAD

4" CONCRETE

INSET "A"

D

MINIMUM DIMENSIONS FOR DRY DETENTION BASIN DRAWDOWN STRUCTURE

SEE INSET "A"H

8"

MIN.

S

S

B


(STD. DRWG. 840.66) STEPS @ 12" O.C.

SIDE 1

INV. ELEV.

ORIFICESTATION

ELEV.

MINIMUM

BOTTOM

BASIN

-Y25ARPD- 20+25 RT

0668

790.0'

792.5'

2.5'

786.0'

4.5'x4.5'x6.5'

2.0"

STRUCTURE

CONTROL

ELEVATION

TOP

INCHES

DIAMETER(P)

PIPE

OUTLET

INCHES

(O)

DIAMETER

ORIFICE

FEET

DEPTH(D)

STORAGE

MAX.

CTL. STR.

INV. ELEV.

(W x L x H)

DIMENSIONS

CTL. STR.

6.0"

790.0'

36"

VARIES

SEE TABLE

S

6"

(P)PIPE

OUTLET

(STD. DRWG. 840.66) STEPS @ 12" O.C.

GATESLUICE

BERMACCESS

NUMBER

STRUCTURE

6" MIN.

(INCHES)

S

6" MIN.

(INCHES)

B

DRY DETENTION BASIN DRAWDOWN STRUCTURE

(O)2.0" ORIFICE

MIN.6" DIA. HOLE

BORED

(O)6.0" ORIFICE

791.0'

8"x8" MIN.

PLATE

ORIFICE

0.25" STEEL

(O)6.0" ORIFICE

7. ADJUST FOOTER DIMENSIONS AS NEEDED FOR ANTI-FLOTATION.

SLUICE GATE.

6. ENSURE TRASH RACK OPENS FREELY AND WITHOUT INTERFERENCE WITH

AND ORIFICE TRASH RACK WIDTH.

5. SELECT BOX STANDARD AS REQUIRED TO ACCOMMODATE SLUICE GATE

SEATING OF GATE OVER PIPE.

ADEQUATE CLEARANCE FOR GATE OPERATION AND FOR PROPER

4. SLUICE GATE SHALL PROVIDE WATERTIGHT SEAL. PROVIDE

USED IN LIEU OF THE 8" SLUICE GATE.

CLOSED DURING NORMAL OPERATION. A GATE VALVE MAY BE

3. SLUICE GATE IS FOR MAINTENANCE AND SHOULD REMAIN

OUTLET PIPE THROUGH EMBANKMENT.

STANDARD DRAWINGS FOR METHOD OF PIPE INSTALLATION FOR

2. NO BEDDING MATERIAL TO BE USED. THEREFORE, DO NOT FOLLOW

SET AT 792.5'.

ELEVATION) SHOULD BE 1. TOP ELEVATION OF CONTROL STRUCTURE (WEIR

NOTES:

15"


2D-3


R-2247CD

6/2/99

9/6/2017

R2247

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ENGINEER

HYDRAULICS

TEL (919) 859-2243

*NOT TO SCALE*

DETAIL 6-15

GALVANIZED IN ACCORDANCE WITH ASTM A-153.

4. RACK AND HARDWARE SHALL BE ALUMINUM OR

TO CONCRETE BOX BY HINGE OR SLIDE RAIL SYSTEM.

3. REMOVEABLE ORIFICE TRASH RACK SHALL BE ATTACHED

DWG. 862.03 AND 862.04 FOR ANCHORING PROCEDURE.

2. IF BOLTS ARE ANCHORED IN CONCRETE, FOLLOW STD.

JOINT WITH A MINIMUM OF A " BEAD.

1. ALL JOINTS SHALL BE FULLY WELDED AROUND

ORIFICE TRASH RACK NOTES:

SECTION B-B

REBAR TRASH RACK

PLAN

PLAN

OPENS FREELY AND WITHOUT INTERFERENCE WITH SLUICE GATES.

SLUICE GATE ON THE OUTLET PIPE. ENSURE TRASH RACK

5. PROVIDE OPENING IN TRASH RACK TO ACCOMODATE

AND GALVANIZED IN ACCORDANCE WITH ASTM A-153.

4. RACK AND HARDWARE SHALL BE ALUMINUM OR REBAR

BY THE SAME METHOD AS THE HINGE PLATE BOLTS.

3. EYEBOLT FOR CHAIN CLOSURE SHALL BE INSTALLED

DWG. 862.03 AND 862.04 FOR ANCHORING PROCEDURE.

2. IF BOLTS ARE ANCHORED IN CONCRETE, FOLLOW STD.

JOINT WITH A MINIMUM OF A 1/4" BEAD.

1. ALL JOINTS SHALL BE FULLY WELDED AROUND

RISER TRASH RACK NOTES:

A

A

A

#5 REBARA

B

B

#4 REBAR #4 REBAR

#4 REBAR

#5 REBAR

A

SECTION A-A

6" TYP

HINGE

A

A

VA

RIE

S

VARIES

WALL

CONCVARIES

VARIES

VARIES

A VARIES

VA

RI

ES

1.25'

CLOSURE

CHAIN

ATTACHING

FOR

EYEBOLT

" x 5"

" HOLE GRATE

VARIES

10"

VA

RIE

S

VARIES

NOT TO SCALE

(MOVE AS NECESSARY)

EYEBOLT

(SEE NOTES)

SLUICE GATE OPENING

A

A

A

A

A

HINGE

A

A

A

AA

" HOLE GRATE

A

A

A

A

SECTION A-A

A

A

A

A

10"

A

A

A

A

#4 REBAR

FRAME

HANDLE

HANDLE FRAME

WALL

CONC

WALL

CONC

WALL

CONC

REMOVABLE ORIFICE TRASH RACK

PLAN

SECTION A-A

DETAIL 6-16

FLOWFLOW

FLOW

FLO

W

2:1

VA

R.

VA

R.

FLO

W

SCSC

INFLOW

CIRCULAR FOREBAY

AA

STA. 23+25 -Y25ARPD- RTSTA. 51+25 -17- RT

2:12:1

FLOW FLOW

DIA. = 8.5'

SHOWN FOR CLARITY

LINER MATERIAL NOT

TOP OF FILL OVER PIPE

GEOTEXTILE

THICKNESS=1.0 FT.

CL I RIP-RAP

8.5'

UNLESS OTHERWISE DIRECTED BY ENGINEER.2) CIRCULAR FOREBAYS TO BE USED ONLY WITH PIPE INLETS,1) LINER MATERIAL = CL I RIP-RAP.NOTES:

3'

EL. 790.6'EL. 794.0'

TOP OF SC BANK

EL. 790.0'

BASE OF SC

EL. 787.6'

DETAIL 6-18

PLAN

B

B

DRY DETENTION BASIN PROFILES

SECTION A-A SECTION B-B

AA

PIPE INLET

EL. 787.6'

BOTTOM

FOREBAY

2:1

2:1

4:1

NG

4:1

4:1

WIDTH=5'

EL. 790.6'

FOREBAY WEIR

2:1

4:1 4:1

EMBANKMENT

ROADWAYEMBANKMENT

ROADWAY

EMBANKMENT

ROADWAY

DRY DETENTION BASIN

SEE DETAIL 6-16

CIRCULAR FOREBAY

SEE DETAIL 6-16

CIRCULAR FOREBAY

TOP WIDTH 10'

TOP EL. 794.0'

EARTHERN BERM

EARTHEN BERM

6-14 & 6-15

SEE DETAILS

STRUCTURE

DRAWDOWN

TOP EL. 792.5'

DRAWDOWN

BOT. EL. 786.0

DRAWDOWN

8" 8" 8" 8" 8"

DETAIL 6-27

DRY DETENTION BASIN GRADING PLAN

DRAIN 0.50%

GRADE TO

36" RCP

BOT. EL. 786.0

DRAWDOWN

TOP EL. 792.5'

DRAWDOWN

DRAIN 0.50%

GRADE TO

DRAIN 0.50%

GRADE TO

768

770771

772

773 774

775

776

777

778

778

779

779

780

780

781

781782

783

784

785

785

785

785

786

786

786

787

787

787

788

788

788

789

789

789 789

790

790

790

790

790

790

790

790

791

791

791

791

792

792

792

792

793

793

793

793

794

794

794

795

795

795

795

795

795

795

795

796

796

796

796

797

797

797

797

798

798

798

798

799

799

799

799

799

800

800

800

800

800

800

800

801

801

801

801

801

802

802

802

802

803

803

803

803

803

804

804

804

804

804

804

804

805

805

805

805

805

805

805

805

805

805

805

806

806

806

806

806

806

807

807

807807

807

808

808

808

808

808

809

809

809

809

810

810

810

810

810

810

810

810

810

811

811

811

811

812

812

812

813

813

813

814

814

814

815

815

815

815

816

816

817

817

DISK

REF

DB 2

108

PG 1105

45' A

CCES

S EA

SEME

NT

VA

R. G

R

EXIS

TING R/W

4"ST

L

4"STL

WOODS

WOODS

WOODS

WOODS

;

10+0

0

20+0

0

15+00

CL R=17.0'WIDTH=5'EL=790.6'WEIR

CL R=17.0'WIDTH=5'EL=790.6'

WEIR

INV=786.0TOP=792.5

SEE DETAIL 6-16RADIUS=8.5'BOT EL=787.6'EST 88 SY GFDEST 56 TONSCL I RIRAP LINERCIRCULAR FOREBAY

SEE DETAIL 6-16RADIUS=8.5'

BOT EL=787.6EST 88 SY GFD

EST 56 TONSCL I RIPRAP LINER

CIRCULAR FOREBAY

10'

24" RCP-IV

0698

0668

06100

0633

0672

24" RC

P-III

4:1 SIDE SLOPESTOP W=10'TOP EL 794.0EARTHEN BERM

790.6INV=

790.6INV=

INV=780.0

6-14 & 6-15SEE DETAILS STRUCTURE

DRAWDOWN

36" RC

P-III

INV=790.6

6-18 & 6-27SEE DETAILS EL.=790.0'

BASIN BOTTOMDRY DETENTION

SEE DETAIL 6-25EST. 207 SY GFDEST. 46 TONSw/ CL B RIPRAPSPEC. CUT BASE DITCH

785.5INV=

790'

792'

792'

792'

792'

792'

794'

794'

794'

794'

794'


SEE PSH 06F

SEE PSH 06E

SEE PSH 06D

SEE PSH 06C

SEE PSH 06B

0 100'50' 100'

SCALE: 1"=200'

200'

MA

TC

HLIN

E -Y17- S

TA. 59+

00.00 S

EE S

HE

ET 7

MATCHLINE -Y25A- STA. 18+00.00 SEE SHEET 9

ST

A. 30+

00.00 S

EE S

HE

ET 5

MA

TC

HLIN

E -Y17-

SE

E S

HE

ET 10

MA

TC

HLIN

E -D

W1- S

TA. 17

+80.00

RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT (1" = 50')

42.2

5'

44.7

5'

87'

4' MONO. ISLAND

37.2

5'

2'-6" C&G

2'-6" C&G

14'

12'

12'

5.5'

12'

14'

2'-6" C&G

2'-6" C&G

-Y25A- Sta. 25+55.31

END APPROACH SLAB

-Y25A- Sta. 25+31.44

END BRIDGE

-Y25A- Sta. 22+85.44

BEGIN BRIDGE

-Y25A- Sta. 22+61.50

BEGIN APPROACH SLAB

7.5'

10'

-Y25A- POC Sta. 24+10.69

-Y17- POC Sta. 42+75.08 =

(US 421)

-Y17-

(PEACE HAVEN RD)

-Y25A-

6

FOR -Y25ARPA- PROFILE, SEE SHEET 17

FOR -Y25A- PROFILE, SEE SHEET 15

FOR -Y25ARPD- PROFILE, SEE SHEETS 17 & 18

FOR -Y25ALPD- PROFILE, SEE SHEET 18

FOR -DW1- PROFILE, SEE SHEET 19

FOR -Y17- PROFILE, SEE SHEETS 11, 12, 13, & 14

2036 ADT2016 ADT

64475

44975

77785

56085

2525

2025

9120

8720

8045

5145

1330

730

21885

18185

19615

13315

INTERCHANGE

US 421 / PEACE HAVEN ROAD

US 421 -Y17-

(PEACE HAVEN RD)

-Y25A-

(PEACE HAVEN RD)

-Y25A-

5' SIDEWALK

5' SIDEWALK

5' SIDEWALK

5' SIDEWALK

9/6/2017

R2247

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6/2/99


TEL (919) 859-2243 FAX (919) 859-6258




HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.




R-2247CD

Fax (919) 783-9266

KCI 4505 Falls of Neuse Road, Suite 400Raleigh, NC 27609-6270Phone (919) 783-9214

http://www.kci.com

Engineers Planners Scientists Construction Managers

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

E EIN WETLAND

DENOTES EXCAVATION

WETLANDDENOTES FILL INF F

S SSURFACE WATER

DENOTES IMPACTS IN

TS TSIMPACTS IN SURFACE WATER

DENOTES TEMPORARY

S F

E

F

S

S

S

S

TS

S

SITE 1SITE 2

SITE 3

SITE 4

SITE 5

SITE 6

TS

CLEARINGDENOTES MECHANIZED*

**

*

**

*

**

*

*

TS

S

15" RCP

15" R

CP

18" R

CP

18"

CM

P18"

CM

P

DI

DI

DI

DI

DI

S

15" RCP

15" R

CP

18" R

CP

18" R

CP

DI

DI

18" RCP

18" R

CP

18" R

CP

OTCB

OTCB

OTCB

18" C

MP

OT

CB

OT

CB

OT

CB

OTCB

18" R

CP

18" R

CP

18" R

CP

18"

RC

P

OTCB

OTCB

OTCB

BURIED

OTCB

18" C

MP

OTCB

UN

KN

OW

N

EN

D

18" C

MP

11' CONC HW

42" C

MP

15" H

DP

E

CB

CB

15" RCP

CB

CB

15"R

CP

CB

8"

VCP

8"

VCP

8"

VCP

8"

VCP

12" CMP

15" C

MP

DI

8" VCP

8" VCP

CB

18" RCP

CB

CBCB

BY PLANS

18" RCP

BY PLANS

18" RCP

18"

RC

P

18"

CM

P

15" R

CP

CONC

DISK

NAIL

NAIL

CONC

CONC

EIP

DIS

K

DIS

K

S 065

2'5

3" E

251.8

7'

S 065

2'5

3" E

89.7

2'

N 60

45'11" E

227.30'

S 5843'05" E38.99'

N 302

8'3

2"

E

N 302

8'5

9"

E18.5

0'

S 225

0'5

2"

W237.2

2'

S 345

7'2

2" E

95.12'

EIP

S 6817'40" E60.03'S 6817'40" E60.00'

S 6817'40" E60.02'

N 520

8'12" E

69.95'

S 8825'42" E 103.37'

S 8825'42" E101.58' S 882

5'42" E 140.02'

EIP

EIP

EIP

EIP

EIP

EIP

EIP

S 002

6'2

1" E

72.0

1'S 002

6'2

1" E

65.13'

S 294

8'2

2"

W

126.9

9'

S 204

1'42"

W88.8

7'

S 2141'34"

W119.9

6'

S 2142'2

8"

W

120.0

0'

S 2142'2

2"

W118.9

4'

S 2142'2

8"

W119.9

5'

S 2142'2

8"

W

119.9

8'

S 3716'0

5"

W

132.14'

S 2142'5

3"

W12

0.0

9'

S 2142'5

2"

W119.9

8'

S 2142'5

2"

W

119.9

9'

S 2142'5

2"

W

119.9

9'

S 2143'0

8"

W

119.8

4'

S 2145'3

5"

W12

0.0

1'

S 2144'12"

W12

0.0

9'

S 6817'42" E94.99'

S 6817'42" E59.99'S 6817'42" E60.02'

S 6817'42" E59.99' S 6826'38" E60.04'S 6808'08" E

59.92'

S 6813'13" E

60.01'

EIP

EIP

CONC MON

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

S 6817'02" E65.58' 20.0

0'

20.0

0'

10'

10'

10'

10'

REF PB 43 P

G 65

ACCESS EASE

MENT

20' LA

NDSC

APE

&

NEG

ATIV

E

REF PB 43 P

G 65

ACCESS EASE

MENT

20' LA

NDSC

APE

&

NEG

ATIV

E

10' UTILITY EASEMENT


EIP

EIP

EIP

DIS

K

DISK

25.0

0'

25.0

0'

REF PB 60 PG 12

UTILITY EASEMENT

25' PRIVATE ACCESS &

S 203

1'08"

W10

0.0

4'

S 2140'16"

W75.0

4'

S 2145'3

3"

W46.3

0'

S 6817'59" E121.52'

N 220

1'00"

E25.0

1'

N 473

7'23" E

120.42'

EIPEIP E

IP

EIP

DISK

DISK

DISK

EIP

EIP

EIP

EIP

EIP

EIP

EIP

S 172

4'3

2"

W12

0.9

6'

S 083

6'19"

W

118.7

5'

S 0215'0

5" E

100.4

9'

S 310

5'10

" E

112.6

3'

S 6816'20" E202.47'

S 6819'18" E51.58'

0.0

5'

R/

W

TO

EIP

EIP

10'


CONC

DISK

DISK

S 6816'10" E487.14'

DISK

CONC

S 4958'14"

W

123.6

2'

N 8959'15" E

94.84'

EIP

EIPEIP

EIPEIP

EIPEIP

EIP

EIP

EIP

S 000

0'0

7"

E

95.4

4'

S 0000'07" E

19.98'

S 0000'07" E

9.82'

REF P

B 44 P

G 18

6

DR

AIN

AG

E

EA

SE

ME

NT

NC

DO

T

PE

RM

AN

EN

T

S 4458'54" E

134.24'

S 000

0'0

7"

E

161.99'

S 000

0'0

9"

E14

5.15'

S 000

0'12"

E

128.3

4'

S 162

7'3

3"

W10

7.2

1'

S 370

1'54"

W

108.6

2'

S 57

35'48

" W

133.72'

S 7810'04

" W

99.56'

S 8959'19" W

95.01'

S 8959'19" W95.01'

S 8959'19" W95.00'

S 8959'19" W95.00'

S 000

0'2

7"

E

89.2

9'

S 000

0'2

7"

E

65.18'

S 000

0'2

7"

E

50.0

0'

S 000

0'2

7"

E

50.0

0'

S 000

0'2

7"

E

50.0

0'

S 0000'27" E9.32'

EIP

EIP

EIP

EIP

EIP

CONC

EIP

0.19'

EIP

TO

R/

W

0.16'

EIP

TO

R/

W

0.0

7'

EIP

TO

R/

W

0.2

2'

EIP

TO

R/

W

0.2

4'

EIP

TO

R/

W

0.10'

EIP

TO

R/

W

0.18'

EIP

TO

R/

W

0.2

6'

EIP

TO

R/

W

0.5

0'

EIP

TO

R/

W

S 10

04'3

0"

W10

9.9

5'

S 10

04'3

0"

W10

9.9

6'

S 10

04'3

8"

W10

9.9

6'

S 10

02'4

7"

W10

9.9

4'

S 10

04'2

3"

W10

9.8

7'

S 10

05'14"

W10

9.8

5'

S 10

02'4

2"

W10

7.5

5'

S 10

02'4

5"

W10

4.9

2'

0.7

2'

R/

W

TO

EIP

1.30'

R/

W

TO

EIP

1.90'

R/

W

TO

EIP

0.5

4'

EIP

TO

R/

W

0.5

1'

EIP T

O

R/

W

S 8010'24" E101.88'

S 8616'24" E

190.00'

10'

10'

10' PUBLIC UTILITY EASE

MENT

10'

PU

BLIC

UTILIT

Y

EA

SE

ME

NT

10' PUBLIC UTILITY EASEMENT

10' PUBLIC UTILITY EASEMENT

10'

10'

REF P

B 42 P

G 15

E

AS

EM

EN

T20'

PRIV

AT

E

DR

AIN

AG

E

DISK

DISK

DISK

DISK

MA

G

NAIL

N 0419'3

0"

E

0.10'

EIP

TO

R/

WEIP

REF P

B 61 P

G 81

15' P

RIV

AT

E

DR

AIN

AG

E

EA

SE

ME

NT

15'

15'

S 135

6'0

2" E

76.9

1'

S 135

3'4

0" E

104.8

0'

DISK

S 350

4'4

2" E

96.11'

S 194

7'19

" E

184.2

1'

EIP

45.0

0'

45.0

0'

EIP

EIP

CONC

CONC

BROKEN

CONC

NAIL

60d

REF

R-2247

CA

R/

W

PL

AN

S

DR

AIN

AG

E

EA

SE

ME

NT

NC

DO

T

PE

RM

AN

EN

T

REF

PB 6

1 PG

81

15' D

RAIN

AGE

AND

UTILIT

Y EA

SEME

NT

REF P

B 61 P

G 81

20'

DR

AIN

AG

E

AN

D

UTILIT

Y

EA

SE

ME

NT

CONC

EIP

S 6836'52" E192.01'

S 6822'32" E114.45'

0.57'

R/W TO EIP

0.08'

R/W TO EIP

EIP

N 124

1'10

" E

61.35'

EIP

N 35

33'52

" W

7.15'

CONC

50.0

0'

50.0

0'

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

60.0

0'

35.0

0'

25.00'

REF P

B 30

PG 8

UTILIT

Y

EA

SE

ME

NT

25'

25.0

0'

25.0

0'

REF PB 30 P

G 8

EASE

MENT

30'

UTILIT

Y

30.0

0'

REF PB 30 PG 8(PRIVATE)

25' ACCESS AND UTILITY EASEMENT

REF P

B 30

PG 8

(PRIV

AT

E)

25'

AC

CES

S

AN

D

UTILIT

Y

EA

SE

ME

NT

REF PB 30 PG 8

(PRIVATE DR.)35' ACCESS AND

UTILITY EASEMENT

REF PB 30 PG 8

EASEMENTEND ACCESS

REF P

B 30

PG 8

(PRIV

AT

E

DR.)

UTILIT

Y

EA

SE

ME

NT

25'

AC

CES

S

AN

D

22.5'

12.5'

45'

25'

CB

S

24" R

CP

24"

CM

P

BOX LOCATION

POSSIBLE JUNCTION

15"

CM

P

15"

CM

P

15"

RCP

W/F

ES

8" VCP8" V

CP

CB

15" R

CP

W/FES

18" R

CP

W/FES

OTCB

REF R-2247CA R/W PLANS

DRAINAGE EASEMENT

NCDOT PERMANENT

REF R-2247CA R/W PLANS

DRAINAGE EASEMENT

NCDOT PERMANENT

UN

KN

OW

NE

ND

36" C

MP

18" R

CP

18" R

CP

YI

15" H

DPE

S 5614'05" E

217.25'

N 8310'0

0" E

58.67' S 6920'25" E93.62' S 8753'00

" E

87.61'

ROCKS

ROCKS

REF

DB 2

108

PG 1105

45' A

CCES

S EA

SEME

NT

CE

NT

ER

LIN

E

OF SIL

AS

CR

EE

K

PR

OP

ER

TY

LIN

E IS

8" CMP

8" CMP

FU

NN

EL

DR

AIN

FU

NN

EL

DR

AIN

N 66

17'0

9" E

39.6

4'

N 58

18'19" E

48.11'

N 420

1'07" E

32.4

1'S 054

6'5

5"

W

73.9

3'

S 285

3'0

5" E

88.0

0'

CENTERLINE OF SILAS CREEK

PROPERTY LINE IS

REF

DB 3012 P

G 2783

REF

DB 12

38 P

G 117

6

REF

DB 2314 P

G 4864

60' A

CC

ES

S

EA

SE

ME

NT

LO

T #5310

LO

T #5312

LO

T #5314

LO

T #5316

LO

T #5318

LO

T #5320

EIP

EIP

EIP

MTL

MTL

MTL

MTL

MTL

MTL

MTL

MTL

MTL

MTL

MTLMTL

MTL

MTL

36" C&G

36" C&G

48"

WW

MT

L SIG

N

OV

ER

HE

AD

72" VINYL

54" VINYL

48" WW & 1SBW

120" CHL

120"

CH

L60"

CO

NC

RIP-RAP

72" CONC DITCH

72" CONC DITCH

66" CONC DITCH

108" CONC DITCH

108" CONC DITCH

72" CONC DITCH

CO

NC

48"

CO

NC

8" CURB

BS

T

BS

T

48"

CO

NC

72" CHL

72" CHL

LT

72" C

HL

72" CHL

72" C

HL

48" CHL

MT

L SIG

NO

VE

RH

EA

D

MTL

MTL

MTL

MTL

MTL

MTL

MTL

MTL

MTL

MTL

MTLMTL

MTL

36" C&G

36" C&G

36" C&G

60" W

D

60" W

D

48" C

HL

48" C

HL

STONE VA

R. G

R

14' GR

BU

RIE

D

BST

VA

R. G

R

VA

R. G

R

18" R

CP

BST

BROKEN-UP

48" WW & 1S

BW

48" C

HL

CONC

CONC

CONC

CONC CONC

CONC CONC

CO

NC

CONC

CONC

CONC

CO

NC

LT

CONC

SAT

SAT

SA

T

48" CHL

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

POLE

SIG

PO

LE

SIG

POLE

SIG & CAMERA

WW

CONC

WW

CONC

WW

CONC

WW

CONC

CABINET

TRAFFIC

W/LT

SIG POLE

W/LT

SIG POLE

W/LT

SIG POLE

W/LT

SIG POLEGUY POLE

RIP-R

AP

30" C&G

30" C

&G

30"

C&

G

30" C

&G

30" C

&G

30" C&G

30" C

&G

30" C

&G

30" C

&G30" C&G

30" C&G

30" C&G

30" C&G

8"

CU

RB

48"

CO

NC

CB

BST8"

CU

RB

48"

CO

NC

72" CHL

72" CHL

72"

CHL

72" CHL CO

NC

GATE

72" WD

72" WD

72"

WD

CONC

CONC

8"

CURB

60" C

ONC

CB

VA

R

HT.

BK

WALL

VAR

HT. B

K

WALL

BST

BST

8"

CU

RB

8" CURB

72" C

HL

60" CONC

60" C

ON

C

60" CONC

VAR. BST

72" WD

CO

NC

S

72" WD

GATESS

72"

WD

72"

WD

72"

WD

72"

WD72"

WD

72"

WD

72"

WD

72"

WD

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONCCONC

CONC

DK

CONC

CO

NC

CONC

CONC

72"

VIN

YL

72"

VIN

YL

30"

CO

NC

DK

30"

CO

NC

72"

VIN

YL

CONC

CONC

72"

VIN

YL

DK

72"

WD

CONCCONC

CONC

CONC

96"

WD

66" WD

SERVICE METERS

ELECTRIC

GAZEBO

72" WD

CO

NC

CONCWALL

VAR HT. BLK

72"

WDGATE

CONC CONC

CONC

SIG

N

ST

ONE

30" VIN

YL

30"

VIN

YL

IVYSTONE LN.

IVYSTONE LN.

(PRIVATE)SUMMIT HEIGHTS DR.

8" CURB

8"

CU

RB

8"

CU

RB

8" CURB

8" CURB

CONC

48"

CO

NC

8"CURB

72" WD

72" WDCONC

CONC

CONCCONC

72" WD

48"

CO

NC

MAILBOXES

CO

NC

CO

NC

COLU

MN

ST

ONE

PO

OL

60"

WD

&

ST

ON

E

60"

WD

&

ST

ON

E

CONC

CONC

BS

T

BST

BST

BS

TB

STBST

42"

CO

NC

CE

DA

R

HE

DGE

CE

DA

R

HE

DG

E

60" CONC

BST8"

CURB

8" C

URB

8" C

URB

8" C

URB

48" C

ONC

48" C

ONC

48" C

ONC

72"

CHL

PLA

NTER

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXIST

ING R/W

EXIS

TING R/W

EXISTING

R/W

EXIS

TING R/W

EXISTING R/W

EXISTING R/W

EXISTING R

/W

EXISTING R/W

EXISTING R/W

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W20'

EXIS

TIN

G R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

80.0

0'

EXISTING R/W

EXIS

TIN

G

R/

W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G R/

W

EXISTING R/W

DK

48" CH

L

48" WW & 1SBW

48" WW & 1S

BW

48" WW & 1SBW

48" WW & 1SBW

42" W

D

RAIL

30"

VIN

YL P

OW

ER ST

UB

SEC

ON

DA

RY

DI

8"

HDPE

48" WW & 1SBW

48" WW & 1S

BW

18" R

CP

15" R

CP

15" RCP

W

T

T

T

C

T

CT

C

THH

C

H H

C

C

C

C

C

C

C

C

C

C

C

C

HH

TC

HH

HH

HH

T

12"CI6"D

I

12"CI

8"S

TL

8"S

TL

12"CI6"D

I

12"CI

12"CI

12"CI

12"DI

8"S

TL

8"S

TL

4"STL

4"ST

L

8"S

TL

2"PVC

4"STL

4"STL

12"CI

6"DI2"PVC

2"PVC

6"DI

WAKE F

ORES

T BA

PTIST FIBE

R OP

TIC

WAKE FOREST BAPTIST FIBER OPTIC

2X2 - 4"

CO

ND

UIT

S

DU

CT

SUSP

EN

DE

D

UN

DE

R

BRID

GE

T

6"DI

12"CI

12"CI

HH

STATION

GAS TEST

T

6"

DI

22.5' BST

22.5' BST

W/LT

W/LT

W/LT

W/LT

W/LT

W/LT

W/

LT

W/LT

W/LT

DATUR

18" STEEL ENCASEMENT PIPE

APPROXIMATE LOCATION

DATUR

18" STEE

L EN

CASEM

ENT PIP

E

APPROXIM

ATE

LOCATIO

N

DATUR

18" STEEL ENCASEMENT PIPE

APPROXIMATE LOCATION

WOODS

WOODS

WOODS

24' B

ST

PRIV

ATE

DR.

24' BST

PRIVATE DR.

24' BST

PRIVATE DR.

6"C

ON

C

6"C

ON

C

6"C

ON

C

6"C

ON

C

NC 421 NB 49.1' BST

NC 421 NB 28.4' BST

NC 421 SB 29.4' BST

NC 421 NB 29.4' BST

NC 421 SB 29.1' BST

NC 421 SB 54.4'

BST

20.2' BST

24.5' BST

S. P

EA

CE

HA

VE

N

RO

AD

BS

T

GALE C. FLORY, HEIRSBRANDY P. BRANDON

MARK R. BRANDON

VULCAN LANDS. INC.

VULCAN LANDS. INC.

CRIT-GLEN EAGLES, LLCBNP / SAVANNAH, LLC

BNP / SAVANNAH, LLC

BNP / SAVANNAH, LLC

KENDRICK B. LEAK

JOYCE F. LEAK

NAZNIN NASRIN

NAZNIN NASRIN

NCDOT

ARP 2014-1 BORROWER, LLC

VILLAS AT PEACEHAVEN, LLC

VILLAS AT PEACEHAVEN, LLC

OF FORSYTH COUNTY, INC.

IVYSTONE HOMEOWNERS ASSOCIATION

1SFD

CONC

1SFD

1SFD

1SFD1SFD

SAT

CONC CONC

SAT

SAT

CONC

WOODS

CONC

WOODS

WOODS

WOODS

WOODS

TENNIS COURT

PLAYGROUND

POLE

SIG

CABINET

TRAFFIC POLE

SIG

POLE

SIG

WOODS

24' BST

PRIVATE DR.

BROKEN

CONC

BROKEN

CONC

1SFD

1SFD

1SFD CONC

CONC

CONC CONC CONC

WOODS

WOODS

WOODS

DECK

WD

WOODS

WOODS

WOODS

WOODS

(ABANDONED)

1SMTLBUS

WOODS

WOODS

2SF CONDOS

WOODS

3SF APT

2SF APT

3SF APT

2SF APTPLAYGROUND

3SF APT

POOL

1SFBUS

WOODS

WOODS

WOODS

RIP-RAP

RIP-RAP

WOODS

GATEHOUSE

BK

3SF APT

BST

BST

BOLLARDS

2SFD

2SFD

S

2SFD

2SFD

2SFD

2SFD

2SFD

2SFD

2SFDDK

DK

2SFD

DK2SFD

DK

2SFD

DK

PAVERS

STONE2SFD

DK

CONC

CONC

CONC

PAVERS

60" BK

12" HDPE

DK

3SF APTCOLUMN

STONEBUILDING #1

2SF TOWNHOME48" CONC

COLUMN

STONE

S

UNKNOWN

END

UNKNOWN

END

BOX

BACKFLOW

LTLT

WOODS

1SFD

1SFD

CONCCONC

CONCCONC

CONCCONC

SAT

1SFD1SFD

1SFD1SFD

1SFD

1SFD

CONCCONC

WOODS

EIP

EIPEIP

EIPEIP

EIP

EIP

WOODS

BORROWER, LLC

ARP 2014-1

LLC

BORROWER,

ARP 2014-1

LLC

BORROWER,

ARP 2014-1

LLC

BORROWER,

ARP 2014-1

LLC

BORROWER,

ARP 2014-1

LLC

BORROWER,

ARP 2014-1LLC

BORROWER,

ARP 2014-1

LLC

BORROWER,

ARP 2014-1

LLC

BORROWER,

ARP 2014-1

LLC

BORROWER,

ARP 2014-1

WATSON

LETICIA

SHUK YEE EMILY FUNG

YAN ZHI HO

NANDINI CHINTALAPATI

SRINIVASA M. CHINTALAPATI

HUSSAIN

KHURM I.

NGUYEN

LOAN TUYET

1SFD1SFD 1SFD

1SFD

CANOPY

MTL

(VINYL)

S

1SBKD

PAVERS

BKVAR. GR

WOODS

GOAL

BASKET-BALL

WOODS

WOODS

WOODS

WOODS

WOODS

BST

WOODS

WOODS

WOODS

4

6

7

8

9

10

14

15

16 17

12

13

11

5

23

23

23

23

2323

2323

;;

;

;

;

; ;

;

;

;

;

;

;

;

;

; ;

;

;

;

;

;

;;

;;

;

;

;

;

VULCAN LANDS. INC.

ASSOCIATION

HOMEOWNERS

REGENTS VILLAGE

BRANDY P. BRANDON

MARK R. BRANDON

10+0

0

15+00

30+00

25+00

20+0

0

15+00

20+00

15+00

10+00

20+00

25+00

30+00

-Y25A- POT Sta. 33+00.00

END CONSTRUCTION

35+00

15+00

20+00

25+00

15+00

-Y25ARPD

-

-Y25ALPD-

-DW1-

SILAS CREEK

PEA

CE H

AVEN

RD

-Y25

A-

-Y25ARPA-

SR 18

91

PEACE

HAVEN

RD

-Y25A-

IVYSTONE LN.

-Y1-

-Y25ARPB-

35+00

40+00

45+00

50+00

55+00

20+00

15+00

-Y17- US 421 NB

-Y17- US 421 SB

-Y17- US 421 NB

-Y17- US 421 SB

-Y17- US 421 NB

-Y17- US 421 SB

-Y1- POC Sta. 10+67.94

BEGIN CONSTRUCTION

30+00

48" CHL

PROP.

48" CHL

PROP.

PROP. 4

8" CH

L

PROP. 48"

CHL

PROP. 48" CHL

PROP. 48" CHL

PROP. 4

8" C

HL

PR

OP. 48"

CH

LP

RO

P. 48"

CH

L

PROP. 48" CHL

PROP. 4

8" CHL

PROP. 48" C

HL

PROP. 48" C

HL

48" C

HLPR

OP.

48" CHLPROP.

48" CHL

PROP.

PROP. 48" CHL

48" WW

PROP.

48"

WW

PR

OP.

48" C

HL

PR

OP.

48" CHL

PROP.

PROP. 48" CHL

PROP. 4

8" C

HL

PROP. 48" CHL

PROP. 48" CHL

PROP. 4

8" C

HL

PROP. 48" CHL

48" CHL

PROP.

48" CHL

PROP.

48" CHL

PROP.

PROP. 4

8" C

HL

48" CHLPROP.

-DW1- +2040' (LT)

PROP. 4

8" C

HL

AB

D

WCR

WCR

WCR

WCR

WCR

WCR

WCR

WCR

WCR

WCR

WCR

WCR

WCR

EL=800'

TOE OF SLOPE

EL=800'

TOE OF SLOPE

EL=800'

TOE

OF

SLOP

E

EL=800'

TO

E

OF

SL

OP

E

& 15" RCPREMOVE CB

REMOVE

REM

OVEREMOVE CB

REMOVE CB

GRADE TO DRAIN

& 15" RCPRETAIN CB

RETAIN

OTCBRETAIN

REMOVE 18 LF

REMOVE 29 LF

REM

OVE

RETAIN

RETAIN

REMO

VE

REMOVE

REMOVE

REMO

VE

RE

MO

VE

REMOVE REM

OVE

RE

MO

VE

RE

MO

VE

2GI

15" RCP-III

2GI

15"

15"

DI

15"

RC

P-IV

DI15" RCP-IV

CB

15"

RC

P-IV

CB

15"

RCP-IV

DI

15" RCP-IV

15" RC

P-IV

15"2GI

2GI

CB

CB

CB

DI

DI

DI

DI

DI

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

15" RCP-IV

15"

RCP-IV

15"

RCP-IV

15"

RCP-IV

15"

RCP-IV

15"

RCP-IV

18"

RCP-IV

18"

RCP-I

V

18" RC

P-IV

15" R

CP-IV 18" RCP-IV

18"

15" RC

P-III

48"

HW

2GI

2GI2GI

2GI

2GI

15"

RCP-III

2GI-A2GI-A

CB

2GI

2GI

SEE DETAIL 9-2SPEC. CUT DITCH

RE

MO

VE

EST 7 SY GFEST 2 TONSCL B RIPRAP





SEE DETAIL 6-3

SPEC CUT DITCH

OTCB

REMOVE

45+00 TO 48+50 -Y17- LT

D10=0.77 FTV10=2.1 FPSQ10=(0.5)(6.9)(1.8)=6.2 CFSD2=0.70 FTV2=2.0 FPSQ2=(0.5)(5.3)(1.8)=4.8 CFS L PRO.=510 FTL REQ.=180 FTSLOPE=0.92% (MAX. SLOPE)DA=1.8 AC

GRASS SWALE DATA

IN ALL DIRECTIONSGRADE TO DRAIN 0.3%

12+00 TO 14+25 -Y25ALPD- RT43+70 TO 46+70 -Y17- RT

D10=1.2 FTV10=2.0 FPSQ10=(0.6)(6.9)(2.6)=10.8 CFSD2=1.0 FTV2=1.9 FPSQ2=(0.6)(5.3)(2.6)=8.3 CFS L PRO.=525 FTL REQ.=260 FTSLOPE=0.50%DA=2.6 AC

GRASS SWALE DATA

SEE DETAIL 6-4SPEC LAT GRASS SWALE

SEE DETAIL 6-3SPEC CUT DITCH

JB w/MH

15"

SEE DETAIL 6-5BERM V DITCH

SEE DETAIL 6-6BERM 2' BASE DITCH

SEE DETAIL 6-6BERM 2' BASE DITCH

SEE DETAIL 6-8FALSE SUMP



SEE DETAIL 6-9EST 182 SY GFD

EST 61 TONSTOE PROTECTION

CL B RIPRAP


EST 93 TONSTOE PROTECTION

CL B RIPRAP


GRADE TO DRAIN

GRADE TO DRAIN


CL R=17.0'WIDTH=5'EL=790.6'WEIR

CL R=17.0'WIDTH=5'EL=790.6'

WEIR

DI

SEE DETAIL 6-16RADIUS=8.5'BOT EL=787.6'EST 88 SY GFDEST 56 TONSCL I RIRAP LINERCIRCULAR FOREBAY

SEE DETAIL 6-16RADIUS=8.5'

BOT EL=787.6EST 88 SY GFD

EST 56 TONSCL I RIPRAP LINER

CIRCULAR FOREBAY

10'

2GI

2GI

15" RC

P-III

15" RCP-III

SEE DETAIL 6-13SPEC. LAT. V DITCH

24" RCP-IV

30" w/ EL

BOWS


REMOVE

15"

SEE DETAIL 6-13SPEC. LAT. V DITCH

EST 12 CY DDE30 LF @ 5.67%SEE DETAIL 6-17

STD. V DITCH

ELBOWS30" w/

2GI

24" RC

P-III

REMOVE HW

TREN

CH

LESS IN

STALLATIO

N 48" W

ELD

ED

STEEL


EST 115 TONSW/ CL 'I' RIP RAP

LAT. 5' BASE DITCH

15" w/ ELBOWS

15" w/ E

LB

OW

S

15" w/ ELBO

WS

4:1 SIDE SLOPESTOP W=10'TOP EL 794.0EARTHEN BERM

15"

RCP-IV

15"

RCP-IV

15"

RCP-IV

15"

RCP-I

V

3GI-A

ELB

OW

S

18" w/

18" CMP

REMOVE

6-14 & 6-15SEE DETAILS STRUCTURE

DRAWDOWN

36" RC

P-III

REMO

VE

ELB

ELB

42" CSP w/ ELBOWS

42" CSP w/ ELBOWS

15"

JB w/MH


EST 58 TONSDITCH LINERCL B RIPRAP

HW


EST 241 TONSw/ CL I RIPRAP

LAT BASE DITCH

15" w

/ ELB

OW

S

18" w/ E

LB

OW

S

+/-16 LFREMOVE

2GIREMOVE DI

REMOVE CB

REMOVE MH

24" w

/ ELB

OW

S

REMOVE JB

REMOVE CB

REMOVE DI

REMOVE DI

REMOVE JB

REMOVE DI

REMOVE OTCB

REMOVE OTCB

REMOVE OTCBOTCB

REMOVE

2GI

TB JB w/MH

REMOVE OTCB

REMOVE OTCB

REMOVE OTCB

REMOVE OTCB

REMOVE DI

EST 8 SY GFD

EST 2 TONS

CL I RIPRAP

RCP-IV

15" R

CP-IV

15"

DI

2GI-A2GI-A 30" RCP-III

30" RCP-III

18" RCP-IV

24" RCP-IV

ELBOWS

15" w/

SEE DETAIL 6-23LAT. 3' BASE DITCH


EST 469 TONSW/ CL 'I' RIP RAP

LAT. 3' BASE DITCH


COVERMH w/

6-18 & 6-27SEE DETAILS EL.=790.0'

BASIN BOTTOMDRY DETENTION

SUITABLE MATERIALBACKFILL WITH

GRA

DE T

O

DRAI

N

REPLACE

REMOVE &

FS

BORE PIT

TRE

NC

HLESS IN

STA

LL

18"

WSP

TRE

NC

HLESS IN

STA

LL

18"

WSP

2GI

24" R

CP-III

FSFS

SEE DETAIL 6-19EST 841 SY GFDEST 168 TONSw/ CL B RIPRAPSPEC. LAT. V DITCH

TREN

CH

LESS IN

STA

LL

24"

WSP

SEE DETAIL 6-11EST 280 CY DDE

STD V DITCH

INSTA

LL

TRE

NC

HLESS

18"

WSP

INSTA

LL

TRE

NC

HLESS

18"

WSP

INSTA

LL

TRE

NC

HLESS

15"

WSP

2GI

PIT

BORE

PIT

BORE

SEE DETAIL 6-5

BERM V DITCH

COLLAR

15" RC

P-III

PIT

BORE COLLAR

48" R

CP-III

2GI-A

SEE DETAIL 6-29EST 35 SY GFDEST 17 TONSAT EMBANKMENTCL II RIPRAP

SEE DETAIL 6-12EST 641 SY GFDEST 333 TONSw/ CL I RIPRAPLAT 2' BASE DITCH

SEE DETAIL 6-26

EST 66 SY GFD

EST 67 TONS

w/ CL II RIPRAP

CHANNEL CHANGE

OTCBREMOVE

2GI

15" RCP-III

=2.7'SPREADMAX

=3.4'SPREADMAX

=4.0'SPREADMAX

SEE DETAIL 6-21EST 168 TONSOUTLET CHANNELCL II RIPRAP AT PIPE

SEE DETAIL 6-28EST 29 TONS

PIPE INLET CHANNELCL II RIPRAP AT

FS

FS

2GI

2GI

PIT

BORE

DI

REMOVE

TREN

CH

LESS IN

STA

LL

24"

WSP

2GI-A

3GI-A

24" RCP-III

15" RC

P-IV

REMOVE

DITCH 3'x4' w/ 2:1 SIDES

TEMPORARY DIVERSION

2GI2GI

2GI2GI

18" RCP-IIIRCP-III

15" 24" RCP-III

18" RCP-III

15" RCP-III

-III

RCP

15"

54" R

CP-III

2GI

2GI

2GI

2GI

SEE DETAIL 6-25EST. 207 SY GFDEST. 46 TONSw/ CL B RIPRAPSPEC. CUT BASE DITCH

ELB

ELB

ELB

ELB

EL

B

EL

B

ELB

ELB

ELB

ELB

ELB

ELB

ELB

ELB

ELB

ELB

ELB

ELB

ELB

ELB

ELB

ELB

25+00

PEACE HAVEN

RD-Y25A-

TYPE-III

TYPE-III

TYPE-III

TYPE-III

C

CC

C

C

CC

C C

C

C

C

C

C

C

C

C

C

C

C

C

F

C

C C C

C

C C

C

C

CC

C

CC

C

C

CC

CC

CC

C

C

C

C

F

F

F

FF

F

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F

F

F

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C

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F

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FF

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C

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F

F

C

F

CF

F

F

F

FF

FF

F

C

CC

C

C

C

C

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C

C

C

C

F

F

C

C

F

C

F

C

F

FF

F

F

F

F

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F

F

F

F

F

F

F

C

F

F

C

C

F

F

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F

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F

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C

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C

C

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C

C

C

F

F

F

F

F

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F

F

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F

F

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F

F

C

C

C

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C

F

FF

F

F

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FF

C

F F

F

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FF

F

F

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C

F

F

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C

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F

C C

CC

CC

F

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F

C

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C

F F

F

F

F

F

F

C

CC C C

C

C

C

C

C

CC

C

C

C

C

790'

792'

792'

792'

792'

792'

794'

794'

794'

794'

794'


SEE PSH 06B

SEE PSH 06C

SEE PSH 06D

SEE PSH 06F

SEE PSH 06E

0 100'50'100'

SCALE: 1"=200'

200'

MA

TC

HLIN

E -Y17- S

TA. 59+

00.00 S

EE S

HE

ET 7

MATCHLINE -Y25A- STA. 18+00.00 SEE SHEET 9

ST

A. 30+

00.00 S

EE S

HE

ET 5

MA

TC

HLIN

E -Y17-

SE

E S

HE

ET 10

MA

TC

HLIN

E -D

W1- S

TA. 17

+80.00

RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT (1" = 50')

42.2

5'

44.7

5'

87'

4' MONO. ISLAND

37.2

5'

2'-6" C&G

2'-6" C&G

14'

12'

12'

5.5'

12'

14'

2'-6" C&G

2'-6" C&G

-Y25A- Sta. 25+55.31

END APPROACH SLAB

-Y25A- Sta. 25+31.44

END BRIDGE

-Y25A- Sta. 22+85.44

BEGIN BRIDGE

-Y25A- Sta. 22+61.50

BEGIN APPROACH SLAB

7.5'

10'

-Y25A- POC Sta. 24+10.69

-Y17- POC Sta. 42+75.08 =

(US 421)

-Y17-

(PEACE HAVEN RD)

-Y25A-

6

FOR -Y25ARPA- PROFILE, SEE SHEET 17

FOR -Y25A- PROFILE, SEE SHEET 15

FOR -Y25ARPD- PROFILE, SEE SHEETS 17 & 18

FOR -Y25ALPD- PROFILE, SEE SHEET 18

FOR -DW1- PROFILE, SEE SHEET 19

FOR -Y17- PROFILE, SEE SHEETS 11, 12, 13, & 14

2036 ADT2016 ADT

64475

44975

77785

56085

2525

2025

9120

8720

8045

5145

1330

730

21885

18185

19615

13315

INTERCHANGE

US 421 / PEACE HAVEN ROAD

US 421 -Y17-

(PEACE HAVEN RD)

-Y25A-

(PEACE HAVEN RD)

-Y25A-

5' SIDEWALK

5' SIDEWALK

5' SIDEWALK

5' SIDEWALK

9/6/2017

R2247

CD_

Hyd_pr

m_

wet_06

A.d

gn

rho

ward

6/2/99


TEL (919) 859-2243 FAX (919) 859-6258




HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.




R-2247CD

Fax (919) 783-9266

KCI 4505 Falls of Neuse Road, Suite 400Raleigh, NC 27609-6270Phone (919) 783-9214

http://www.kci.com

Engineers Planners Scientists Construction Managers

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

E EIN WETLAND

DENOTES EXCAVATION

WETLANDDENOTES FILL INF F

S SSURFACE WATER

DENOTES IMPACTS IN

TS TSIMPACTS IN SURFACE WATER

DENOTES TEMPORARY

S F

E

F

S

S

S

S

TS

S

SITE 1SITE 2

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CLEARINGDENOTES MECHANIZED*

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Highway Stormwater Program STORMWATER … R... · Michael J. Shumsky, PE 1595 Mail Service Center...

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Transcript of Highway Stormwater Program STORMWATER … R... · Michael J. Shumsky, PE 1595 Mail Service Center...