BL-0052_Final Plans_Full Set.pdf

END PROJECT

BEGIN PROJECT

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

PROJECT LENGTH

RIGHT OF WAY DATE:

LETTING DATE:

STATE STATE PROJECT REFERENCE NO.

STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION

NO.

TOTAL

SHEETS

N.C.

SHEET

DESIGN DATA

SIGNATURE:

SIGNATURE:

P.E.

P.E.

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

GRAPHIC SCALES

HYDRAULICS ENGINEER

ENGINEER

ROADWAY DESIGN

LOCATION:

TYPE OF WORK:

R

R o a d w a y

P r o j

R d y t s h .d g n d e f a u lt

C O

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R A

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See Sheet 1A For Index of Sheets

Prepared in the Office of:

FOR

NC LICENSE NO. F-0112

1-888-521-4455 OR 919-878-9560

8601 SIX FORKS ROAD, FORUM 1, SUITE 700

RALEIGH, NORTH CAROLINA 27615-3960

PLANS

PROFILE (VERTICAL)

VICINITY MAP N.T.S.

Springs Holly

DESIGN SPEED =

NAD 83

/ 2011

TOWN OF HOLLY SPRINGS

WAKE COUNTY

SR 6107 (N. MAIN STREET) FROM TRELLIS POINTE DRIVE

TO ARBOR CREEK DRIVE

GRADING, DRAINAGE, AND SIDEWALK

JEFF MEADOR, P.E.

TOWN OF HOLLY SPRINGS CONTACT

TOWN OF HOLLY SPRINGS

10 2010

PROFILE (HORIZONTAL)

See Sheet 1B For Conventional Symbols

(S R

N

M A

IN

S

T R

E E T

KATHA DRIVE

EASTON ST

HYANNIS DR

SPORTSMANSHIP WAY

BL-0052

B L

14,500

50 MPH

-L-TO HOLLY SPRINGS RD

-L- STA. 16+88.67

BEGIN PROJECT

TO SUNSET LAKE RD.

HOLLY SPRINGS, NORTH CAROLINA

-L- LENGTH OF ROADWAY = 0.240 MILES

TIM ATHY, P.E.

20 402040

40 20 20 40

2024 STANDARD SPECIFICATIONS

SR 6107 (N. MAIN STREET)

FEBRUARY 20, 2024

PO

INTE

DRTR

ELL

IS

ARBOR CREEK DR

TOWN MANAGER - RANDY HARRINGTON

MAYOR - SEAN MAYEKSKIE

APPROVAL & CONDITIONS

TOWN OF HOLLY SPRINGS

APPLICABILITY TO THIS PARTICULAR PROJECT.

STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR

HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION

SIGNATURE APPEAR BELOW CERTIFIES THAT THE TOWN OF

ORDINANCES AND POLICIES. THE ENGINEER WHOSE SEAL AND

THE TOWN OF HOLLY SPRINGS AND OTHER APPLICABLE TOWN

ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF

WITH THE FOLLOWING PLANS, THE LATEST EDITION OF THE

THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE

I CERTIFY THAT THESE PLANS WERE PREPARED AND THAT

The Vertical Datum used is NAVD88 (Geoid18)

All Linear Dimensions are Localized Horizontal Distances

(Ground to Grid) is: 0.9998878293

The Average Combined Factor used on this project

Elevation: 348.57(ft)

Northing: 699262.278(ft) Easting: 2049244.105(ft)

NAD83/NA2011 State Plane Coordinates of

Wetherill Engineering for Monument "GPS-2" with is based on the State Plane Coordinates established by

The Localized Coordinate System developed for this project

SURVEY DATUM DESCRIPTION

JILLIAN HUSKEY, P.E.

ADT 2026

-L- STA. 29+57.77

END PROJECT

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JULY 6, 2026

S-015R4 FINAL PLANS

ENGINEERING DESIGN AND CONSTRUCTION STANDARDS.

ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS

Responsive People | Creative Solutions

NC License No. F-0112

Raleigh, North Carolina 27615-3960

8601 Six Forks Road, Forum 1,Suite 700

P: (919) 878-9560

R

R o a d w a y

P r o j

R d y p s h A .d g n d e f a u l t

ENGINEER

R/W SHEET NO.5

9 SHEET NO.PROJECT REFERENCE NO.

1ABL-0052

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

www.rkk.com

Engineers | Construction Managers | Planners | Scientists

ROADWAY DESIGN

LIST OF STANDARDS

STD.NO. TITLE

and by reference hereby are considered a part of these plans:

N. C. Department of Transportation - Raleigh, N. C., Dated January 16, 2024 are applicable to this project

The following Roadway Standards as appear in "Roadway Standard Drawings" Contracts Standards and Development Unit -

2024 ROADWAY ENGLISH STANDARD DRAWINGS

REV.

EFF. 01-16-2024

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CONSTRUCT ALL CURB RAMPS ACCORDANCE WITH STD 848.06.

CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS.

CURB RAMPS

ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT.

RIGHT-OF-WAY MARKERS:

Energy, Duke, and Spectrum

UTILITY OWNERS ON THIS PROJECT ARE AT&T, Brightspeed, Dominion

UTILITIES:

WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.

CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT

THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING

GUARDRAIL:

METHOD III.

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

CLEARING:

ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.

MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE

FUTURE SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES

THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED OR

GRADING:

REVISED:

EFFECTIVE: 01-16-2024

GENERAL NOTES: 2024 SPECIFICATIONS

862.02 Guardrail Installation (Detail in lieu of standard)

862.01 Guardrail Placement (Detail in lieu of standard)

848.06 Curb Ramp

848.01 Concrete Sidewalk (Detail in lieu of standard)

846.01 Concrete Curb, Gutter and Curb & Gutter

840.66 Drainage Structure Steps

840.25 Anchorage for Frames - Brick or Concrete or Precast

840.00 Concrete Base Pad for Drainage Structures

838.11 Brick Endwall for Single and Double Pipe Culverts - 15" thru 48" Pipe 90 Skew

838.01 Concrete Endwall for Single and Double Pipe Culverts - 15" thru 48" Pipe 90 Skew

806.01 Concrete Right-of-Way Marker

DIVISION 8 - INCIDENTALS

654.01 Pavement Repairs

DIVISION 6 - ASPHALT BASES AND PAVEMENTS

310.03 Cross Pipe End Section - Precast Concrete Section for 18" to 30" Pipe

310.02 Parallel Pipe End Section - Precast Concrete Section for 15" to 24" Pipe

300.01 Method of Pipe Installation (Detail in lieu of standard)

DIVISION 3 - PIPE CULVERTS

200.03 Method of Clearing - Method III

DIVISION 2 - EARTHWORK

X-1 THRU X-10

UO-1 THRU UO-4

SM-1 THRU SM-4

EC-1 THRU EC-9

TMP-1 THRU TMP-5

4 THRU 6

3B-1

2C-5

2C-2 THRU 2C-4

2C-1

2A-1

1B

1A

SHEET SHEET NUMBER

INDEX OF SHEETS

CROSS-SECTIONS

UTILITIES BY OTHERS PLANS

SIGNING & MARKING PLANS

EROSION CONTROL PLANS

TRANSPORTATION MANAGEMENT PLANS

PLAN SHEETS

ROADWAY AND DRAINAGE SUMMARIES

PIPE INSTALLATION DETAIL

GUARDRAIL DETAILS

SIDEWALK DETAIL

TYPICAL SECTIONS

CONVENTIONAL SYMBOLS

INDEX OF SHEETS, GENERAL NOTES, AND STANDARD DRAWINGS

TITLE SHEET

Existing Edge of Pavement

Proposed Slope Stakes Cut

Existing Metal Guardrail

Existing Cable Guiderail

Proposed Guardrail

Equality Symbol

Pavement Removal h

C

F

Existing Easement Line

HYDROLOGY:

Stream or Body of Water

Hydro, Pool or Reservoir

Flow Arrow

Disappearing Stream

Spring z v

W

K Proposed Lateral, Tail, Head Ditch

False Sump

Proposed Cable Guiderail

MAJOR:

Bridge, Tunnel or Box Culvert

Bridge Wing Wall, Head Wall and End Wall

MINOR:

Head and End Wall

Pipe Culvert

Footbridge

Paved Ditch Gutter

UTILITIES:

ROADS AND RELATED FEATURES:

Existing Power Pole

Proposed Power Pole

P

Power Manhole

Power Line Tower

Power Transformer

Existing Joint Use Pole

Proposed Joint Use Pole

Existing Telephone Pole

Proposed Telephone Pole

Telephone Manhole

Telephone Pedestal

R

T p

Q l b

H-Frame Pole O O

POWER:

TELEPHONE:

Telephone Cell Tower

WATER:

Water Manhole

Water Meter

Water Valve

Water Hydrant

I

H a

TV:

TV Pedestal

TV Tower

U/G TV Cable Hand Hole

I

GAS:

Gas Valve

Gas Meter n c

SANITARY SEWER:

Sanitary Sewer Manhole

Sanitary Sewer Cleanout

U/G Sanitary Sewer Line d o

A/G Water

Above Ground Gas Line A/G Gas

Above Ground Sanitary Sewer A/G Sanitary Sewer

MISCELLANEOUS:

Utility Pole O F

S

Utility Pole with Base

Utility Located Object

Utility Traffic Signal Box

CONC

CONC WW

v v

Drainage Box: Catch Basin, DI or JB

Storm Sewer

Storm Sewer Manhole m

U/G Tank; Water, Gas, Oil

A/G Tank; Water, Gas, Oil

BOUNDARIES AND PROPERTY:

State Line

County Line

Township Line

City Line

Reservation Line

Property Line

Existing Fence Line

Proposed Woven Wire Fence

Proposed Chain Link Fence

Proposed Barbed Wire Fence g

F

Existing Wetland Boundary

Proposed Wetland Boundary

Existing Endangered Animal Boundary

Existing Endangered Plant Boundary

BUILDINGS AND OTHER CULTURE:

Area Outline

Gas Pump Vent or U/G Tank Cap

Church

School

Dam

Sign

Small Mine

Well

V

M

W W

S x

Foundation

S

Building y y

VEGETATION:

Single Tree X

Y

Vineyard

Single Shrub

Hedge

Woods Line

Orchard

Vineyard

RAILROADS:

Standard Gauge

RR Signal Milepost

Switch

RR Abandoned

RR Dismantled

S

FLOW

WLB

EIP

B

ECM

CONC HW

CB

CSX TRANSPORTATION

MILEPOST 35

SWITCH

Cemetery

EXISTING STRUCTURES:

Parcel / Sequence Number

E

AATUR

End of Information E.O.I.

SHEET NO.PROJECT REFERENCE NO.

1BBL-0052

Abandoned According to Utility Records

WLB

EAB

EPB

R W

C A

E

TDE

PDE

PUE

S

P

P

T

T

TC

TC

T FO

T FO

W

W

TV

TV

TV FO

TV FO

G

G

SS

FSS

FSS

?UTL

Jurisdictional Stream JS

Buffer Zone 1

Buffer Zone 2

BZ 1

BZ 2

Wetland

TUE

DUE

AUE

CRProposed Curb Ramp

CONVENTIONAL PLAN SHEET SYMBOLS

Underground Storage Tank, Approx. Loc.

Geoenvironmental Boring

HPBExisting Historic Property Boundary

P

T

TC

T FO

W

TV

TV FO

G

FSS

STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS

Note: Not to Scale

UST

Contaminated Site: Known or Potential

Known Contamination Area: Soil

Potential Contamination Area: Soil

Known Contamination Area: Water

Potential Contamination Area: Water

Primary Horiz Control Point

Primary Horiz and Vert Control Point

Secondary Horiz and Vert Control Point

Vertical Benchmark

Computed Property Corner

RIGHT OF WAY & PROJECT CONTROL:

Existing Right of Way Monument

Proposed Right of Way Line

Existing Right of Way Line

(Rebar and Cap)

Proposed Right of Way Monument

Proposed C/A Monument (Rebar and Cap)

Proposed Temporary Construction Easement

Proposed Temporary Drainage Easement

Proposed Permanent Drainage Easement

Existing Curb

Proposed Permanent Utility Easement

Proposed Temporary Utility Easement

Proposed Aerial Utility Easement

Proposed Slope Stakes Fill

Proposed Permanent Drainage/Utility Easement

Existing Permanent Easement Monument

(Rebar and Cap)

Proposed Permanent Easement Monument

Existing C/A Monument

Proposed ROW and CA Line RW

CA

Existing Control of Access Line

Proposed Control of Access Line

U/G Telephone Cable Hand Hole

U/G Power Line (SUE - LOS B)*

U/G Power Cable Hand Hole

U/G Power Line (SUE - LOS D)*

U/G Power Line (SUE - LOS C)*

U/G Telephone Cable (SUE - LOS B)*

U/G Telephone Cable (SUE - LOS C)*

U/G Telephone Cable (SUE - LOS D)*

U/G Telephone Conduit (SUE - LOS B)*

U/G Telephone Conduit (SUE - LOS C)*

U/G Telephone Conduit (SUE - LOS D)*

U/G Fiber Optics Cable (SUE - LOS B)*

U/G Fiber Optics Cable (SUE - LOS C)*

U/G Fiber Optics Cable (SUE - LOS D)*

U/G Water Line (SUE - LOS B)*

Above Ground Water Line

U/G Water Line (SUE - LOS C)*

U/G TV Cable (SUE - LOS B)*

U/G Water Line (SUE - LOS D)*

U/G TV Cable (SUE - LOS C)*

U/G TV Cable (SUE - LOS D)*

U/G Fiber Optic Cable (SUE - LOS B)*

U/G Fiber Optic Cable (SUE - LOS C)*

U/G Fiber Optic Cable (SUE - LOS D)*

U/G Gas Line (SUE - LOS B)*

U/G Gas Line (SUE - LOS C)*

U/G Gas Line (SUE - LOS D)*

SS Force Main Line (SUE - LOS B)*

SS Force Main Line (SUE - LOS C)*

SS Force Main Line (SUE - LOS D)*

Utility Unknown U/G Line (SUE - LOS B)*

Existing Iron Pin (EIP)

Existing Concrete Monument (ECM)

* SUE - Subsurface Utility Engineering

LOS - Level of Service - A,B,C or D (Accuracy)

U/G Power Line Test Hole (SUE - LOS A)*

U/G Telephone Test Hole (SUE - LOS A)*

SS Force Main Line Test Hole (SUE - LOS A)*

U/G Gas Line Test Hole (SUE - LOS A)*

U/G TV Test Hole (SUE - LOS A)*

U/G Water Line Test Hole (SUE - LOS A)*

(Concrete)

Proposed Right of Way Monument

Proposed C/A Monument (Concrete)

5'38.5'

5' 1'38.5'

2'

1'-9.4'

VARIES

4'-7.5'

VAR

0.5'-5'

VAR

3'-5'

VAR

6'-7.7'

VAR

ENGINEER

SHEET NO.PROJECT REFERENCE NO.

1/

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ROADWAY DESIGN

2A-1

S

U EXISTING PAVEMENT

4" CONCRETE SIDEWALK

TYPICAL SECTION NO. 1

0.02

U

C L

SGROUND

ORIGINAL

FINAL PAVEMENT SCHEDULE

-L- N. MAIN STREET

4:1

BL-0052

4:1 TO 10:1

VARIES

2:1 TO 3:1

VARIES

2:1

TO

:1

VARIE

S

GROUND

ORIGINAL

GROUND

ORIGINAL

POINT

CONTROL

SIDEWALK

TYPICAL SECTION NO. 2

0.02

U

C L

SGROUND

ORIGINAL

-L- N. MAIN STREET

4:1

4:1 TO 10:1

VARIES

2:1 TO 3:1

VARIES

2:1

TO

:1

VARIE

S

GROUND

ORIGINAL

GROUND

ORIGINAL

POINT

CONTROL

SIDEWALK

-L- STA. 18+10.69 TO STA. 21+64.25

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-L- STA. 29+00.00 TO STA. 29+57.77

-L- STA. 21+64.25 TO STA. 29+00.00

-L- STA. 17+89.08 TO STA. 18+10.69

PROP. C&G

" RAD⅛" RAD⅛

" RAD⅛

JOINT SEALER

JOINT FILLER

CONC. PAVEMENT

" EXPANSION JOINT½

T

T = SIDEWALK THICKNESS

" JOINT WIDTH½

C O

N C

R E

T E

S

ID

E W

A L K

848D01

IN SIDEWALK

TRANSVERSE EXPANSION JOINT

DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK

SIDEWALK

SURFACE OF

SIDEWALK

CONCRETE

PROPOSED

WALL, ETC.

BUILDING,

SEALING COMPOUND

SAWN JOINT WITH JOINT

" WIDE x 1" DEEP GROOVED OR⅜FILL

REQUIREMENTS AND CONSTRUCTION GUIDELINES.

SEE STD. DWG. 848.06 FOR CURB RAMP LOCATION

WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.

" EXPANSION JOINT WILL BE REQUIRED½INTERVALS. A

" EXPANSION JOINT WILL BE REQUIRED AT 50'½ONE

IN THE CONCRETE SIDEWALK AT 5' INTERVALS.

" RADII⅛PLACE A GROOVE JOINT 1" DEEP WITH

4" THICK UNLESS OTHERWISE DENOTED ON PLANS.

CONSTRUCT STANDARD SIDEWALK 5' WIDE AND

NOTES:

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CHECKED BY:

FILE SPEC.:

DATE:

DATE:

FAX 919-250-4119Office 919-707-6950

DATE:ORIGINAL BY:

MODIFIED BY:

AND DEVELOPMENT UNIT

CONTRACTS STANDARDS

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

SEE TITLE BLOCK

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7-25-2024 jhuskey Text Box 22385 jhuskey Text Box 2C-1

EDGE OF LANE

EDGE OF LANE

SHOULDER LINE

SHOULDER LINE

3'

3'

3'

3'

TAPER

25'

TAPER

25'

FLARE RATE

50:1 OR FLATTER

LANE

PARALLEL TO

ANCHOR UNIT

STRUCTURE

LANE

PARALLEL TO

ANCHOR UNIT

STRUCTURE

50:1 OR FLATTER FLARE RATE

LENGTHS AND OFFSETS FOR PROPOSED GUARDRAIL AT TWO LANE - TWO WAY LOCATIONS

2'

2'

3'

3'

28' MIN.

28' MIN.

STRUCTURE

(50:1 TAPER)

TYPE TL-3 or TL-2

GUARDRAIL END UNIT

(50:1 TAPER)

TYPE TL-3 or TL-2

GUARDRAIL END UNIT

FOR POSTED SPEEDS < 45MPH USE GREU TYPE TL-2

FOR POSTED SPEEDS > 45MPH USE GREU TYPE TL-3

X

GUARDRAIL LENGTH OF NEED (X) IS CALCULATED BASED ON THE AASHTO ROADSIDE DESIGN GUIDE.

X

R A

L E

IG

H

N

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D

IV

IS

IO

N O

F H

IG

H

W A

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D E

P T

O

F T

R A

N S

P O

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A T

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N

N O

R T

H C

A R

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IN

A

S T

A T

E O

F

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R O

A D

W A

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A

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F O

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862D01

G U

A R

D R

A

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P L

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T

4 15

" DISTANCE IS NOT OBTAINED.

USE FLARE RATE AS THE CONTROL IF THE "N

N +1'

N

" IS BASED ON SHOULDER WIDTHS IN THE ROADWAY DESIGN MANUAL)

("N

N +1'

N

SEE STD. 862.03 FOR STRUCTURE ANCHOR UNITS

SHEET NO.PROJECT REFERENCE NO.

CHECKED BY:

FILE SPEC.:

DATE:

DATE:

FAX 919-250-4119Office 919-707-6950

DATE:ORIGINAL BY:

MODIFIED BY:

AND DEVELOPMENT UNIT

CONTRACTS STANDARDS

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

LORAC HTR

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2C-2

SHOULDER

3'

TOTAL

WIDTH

SHOULDER

3'

TOTAL

WIDTH

NORMAL DITCH SLOPE

VARIABLE SLOPE

LANE

EDGE OF

LANE

EDGE OF

DETAIL OF BEGINNING OF GUARDRAIL IN CUT OR FILL SECTION

TRAFFIC

SHOULDER LINE

M I N

25'-0"3'-0"

FILL SECTION CUT SECTION

2'-0"

LENGTH OF NEED

WARRANT POINT

28'-0" MIN.

8:1 TAPER

2' OR 4' PAVED SHOULDER

10' PAVED SHOULDER

EDGE OF LANE

50:1 TAPER

PAY LIMITS GUARDRAIL END UNIT TYPE TL-3 or TL-2

FOR POSTED SPEEDS < 45mph USE GREU TYPE TL-2

FOR POSTED SPEEDS > 45mph USE GREU TYPE TL-3

"N "= DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL WHERE GUARDRAIL IS PARALLEL TO LANE.

N +1' 1

N

N N

R A

L E

IG

H

N

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D

IV

IS

IO

N O

F H

IG

H

W A

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D E

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F T

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P O

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N

N O

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A R

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IN

A

S T

A T

E O

F

SHEET OF

R O

A D

W A

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862D01

6 15

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SHEET NO.PROJECT REFERENCE NO.

CHECKED BY:

FILE SPEC.:

DATE:

DATE:

FAX 919-250-4119Office 919-707-6950

DATE:ORIGINAL BY:

MODIFIED BY:

AND DEVELOPMENT UNIT

CONTRACTS STANDARDS

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

S.CALHOUN 7-25-2024

LORAC HTR

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MIN.

jhuskey Text Box 2C-3 jhuskey

22385

ROADWAY

2'-6" CURB AND GUTTER

A

A

SECTION A-A SECTION B-B

B E

R M

B

B

FI

LL

S

LOPE

FI

LL

S

LOPE

CUT SLOPE

ROADWAY

ROADWAY

BERM

BERM

ROADWAY

ROADWAY

2'-6" CURB AND GUTTER

SECTION C-C

C

C

CUT SLOPE

GUARDRAIL 6" FROM THE FACE OF CURB

UNIT TERMINAL

GUARDRAIL END

1'-6" 6"

FACE OF GUARDRAIL @ TERMINAL

1'-6" OFFSET FROM

8' MINIMUM

8' MINIMUM 8' MINIMUM

GUARDRAIL 8' OR GREATER OFFSET FROM FACE OF CURB

M I N

B E

R M

6" OFFSET FROM THE FACE OF CURB

FOR POSTED SPEEDS < 45 MPH USE GREU TYPE TL-2

FOR POSTED SPEEDS > 45 MPH USE GREU TYPE TL-3

4 FEET FROM THE POST

IS LOCATED LESS THAN

SIDEPATH/SHARED-USE PATH

RAILINGS, FENCE, OR RUB RAILS IF

PLACE APPROVED BICYCLE FRIENDLY

(NO 50:1 TAPER REQUIRED)

GUARDRAIL END UNIT TYPE TL-3 or TL-2

GUARDRAIL END UNIT TYPE TL-3 or TL-2 (50:1 TAPER)

31" 31"

2'

UNIT TERMINAL

GUARDRAIL END

31"

FI

LL

S

LOPE

B E

R M

USE 13' MINIMUM OFFSET

FOR POSTED SPEED > 40 MPH

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SHEET NO.PROJECT REFERENCE NO.

CHECKED BY:

FILE SPEC.:

DATE:

DATE:

FAX 919-250-4119Office 919-707-6950

DATE:ORIGINAL BY:

MODIFIED BY:

AND DEVELOPMENT UNIT

CONTRACTS STANDARDS

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

S.CALHOUN 7-25-2024

LORAC HTR

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FOR POSTED SPEEDS < 45 MPH USE GREU TYPE TL-2

FOR POSTED SPEEDS > 45 MPH USE GREU TYPE TL-3

GUARDRAIL TO SIDEWALK OR SIDEPATH/SHARED-USE PATH

FOR OFFSET DISTANCES FROM FACE OF GUARDRAIL AND BACK OF

SEE THE ROADWAY DESIGN MANUAL (PART I CHAPTER 4 SECTION 4.14)

GUARDRAIL TO SIDEWALK OR SIDEPATH/SHARED-USE PATH

FOR OFFSET DISTANCES FROM FACE OF GUARDRAIL AND BACK OF

SEE THE ROADWAY DESIGN MANUAL (PART I CHAPTER 4 SECTION 4.14)_

STRUCTURAL ANCHOR OR END UNITS

SHOULD NOT BE PLACED WITHIN THE LIMITS OF THE

BICYCLE FRIENDLY RAILINGS, FENCE OR RUB RAIL

PLACED WITHIN THE LIMITS OF THE STRUCTURAL ANCHOR OR END UNITS

BICYCLE FRIENDLY RAILINGS, FENCE OR RUB RAIL SHOULD NOT BE

jhuskey Text Box 22385 jhuskey

2C-4

H

GROUND LINE

TOP OF FILL

HGROUND LINE

TOP OF FILL

HGROUND LINE

TOP OF FILL

ROCK

AS DIRECTED BY ENGR.

EARTH

NORMAL EARTH FOUNDATION ROCK FOUNDATION

UNSUITABLE MATERIAL FOUNDATION

PIPE IN TRENCH

PIPE ABOVE GROUND

H

GROUND LINE

TOP OF FILL

NORMAL EARTH FOUNDATION ROCK FOUNDATION

UNSUITABLE MATERIAL FOUNDATION

:1

:1

H

GROUND LINE

TOP OF FILL

:1

:1

MIN. O.D.

MIN. O.D. MIN. O.D. BY ENGINEER

AS DIRECTED

O.D. + 2'

NOT LESS THAN 6"

I.D. /6 MIN.

NOT LESS THAN 6"

I.D. /6 MIN.

NOT LESS THAN 6"

I.D. /6 MIN.

NOT LESS THAN 6"

I.D. /6 MIN.

H

GROUND LINE

TOP OF FILL

:1

:1

MIN. O.D.

NOT LESS THAN 6"

I.D. /6 MIN.

O.D.+ 2'

BUT NOT LESS THAN 12"

NOR MORE THAN 24"

" PER FOOT OF 'H'2

BUT NOT LESS THAN 12"

NOR MORE THAN 24"

FILL

PLACEMENT OF

& PRIOR TO

PIPE IS PLACED

COMPACT AFTER

FILL

PLACEMENT OF

& PRIOR TO

PIPE IS PLACED

COMPACT AFTER

I.D. /6 MIN.

NOT LESS

THAN 6"

" PER FOOT OF 'H'2

FILL

PLACEMENT OF

& PRIOR TO

PIPE IS PLACED

COMPACT AFTER

FILL

PLACEMENT OF

& PRIOR TO

PIPE IS PLACED

COMPACT AFTER

O.D. + 3'

O.D. + 3' O.D. + 3'

MIN. O.D. MIN. O.D. MIN. O.D.MIN. O.D.

BELOW SPRINGLINE.

SELECT BACKFILL MATERIAL CLASS III OR CLASS II,

GENERAL NOTES:

UNDISTURBED EARTH MATERIAL

SPRINGLINE OF PIPE

ACCOMPLISH COMPACTION.

UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL

FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE

LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1

TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.

APPROVED SUITABLE LOCAL MATERIAL.

WITH TYPE IV GEOTEXTILE AS DIRECTED BY THE ENGINEER.

SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE

FOR ALLOWABLE PIPE FILL HEIGHTS AND PIPE SPECIFICATIONS.

REFER TO NCDOT PIPE MATERIAL SELECTION GUIDE AND STANDARD SPECIFICATIONS

I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION.

O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION.

OF THE EMBANKMENT AT THAT POINT.

ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP

H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT

BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL.

DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS

GEOTEXTILE

TYPE 4a

GEOTEXTILE

TYPE 4a

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CHECKED BY:

FILE SPEC.:

DATE:

DATE:

FAX 919-250-4119Office 919-707-6950

DATE:ORIGINAL BY:

MODIFIED BY:

AND DEVELOPMENT UNIT

CONTRACTS STANDARDS

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

LORAC HTR

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7-25-2024 jhuskey Text Box 22385 jhuskey

2C-5

Raleigh, North Carolina 27615-3960

8601 Six Forks Road, Forum 1,Suite 700

P: (919) 878-9560

R E

V I S

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SHEET NO.PROJECT REFERENCE NO.

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B .d g n j h u s k e y

3B-1

DIVISION OF HIGHWAYS

STATE OF NORTH CAROLINA

SUMMARY OF EARTHWORK

IN CUBIC YARDS

www.rkk.com

Engineers | Construction Managers | Planners | Scientists

GUARDRAIL SUMMARY

IN LINEAR FEET

DRAINAGE SUMMARY

LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)

S

FLAG POLE(2)

LIGHT

LP

LIGHT

S

S

12" CONC RETAINING WALL

8" PVC

18" RCP

SSMH

SSMH

11" MAGNOLIA

14" MAPLE

36" HARDWOOD

12" DOGWOOD

24" CREPE MYRTLE

" P

V C

12" DOGWOOD

8" PVC

S

CB

CB

CB

CB

12" CONC RETAINING WALL

CONC

" C

G

30" C&G

" C

G

S

" R

C P

36" RCP

BK SIGN

BK SIGN

WOODS

SR 6107 (N. MAIN ST.) VARIABLE WIDTH PAVED ROADWAY

CONC

C O

N C

CONC

P U B L

IC

U T

IL

IT

Y

E A S E

M E N T

20' SANITARY SEWER EASEMENT

20' SANITARY SEWER EASEMENT

20' SANITARY SEWER EASEMENT

MYRTLE

18" CREPE

' S

ID

E

W A

L K

E

S E

M E

N T

18" C&G

18" C&G

EIP

EXISTING R/W

E X

IS

T

IN

G

R

W

EXISTING R/W

E X

IS

T

IN

G

W E X

IS

T

W

EXISTING R/W

GPS-2

LSA

T

C

JCT.

BOX

J C

T . B

O X

16 ", TOWN OF HOLLY SPRINGS

Dominion Energy, 8 "

8 ", TOWN OF HOLLY SPRINGS

AT&T Corp.

Duke Energy Progress

AT&T Corp. (2)

T R

E L

IS

P O

IN

T

D

30" RCP

" R

C P

" R

C P

A & A BUILDING LLC

DB 15978 PG 1248

PB 1997 PG 1339

TRELLIS POINTE LLC

PB 1998 PG 1272

DB 8014 PG 622

TRELLIS POINTE LLC

PB 1998 PG 1272

DB 8014 PG 622

S

°3

'2

" W

.7

PROP. 5' SIDEWALK

.5

37.52 +24.15

.5

.5

37.52 +10.53

EROSION CONTROL DEVICE

AREA NEEDED FOR

-L- STA. 17+67.88 TO 18+07.73 RT

REPLACE 2'-6" CURB AND GUTTER

DISTURB WALL

DO NOT

AND CURB AND GUTTER INSTALLATION

REPLACE PAVEMENT FOR PIPE

LIGHT POLE

DO NOT DISTURB

-L- STA. 16+99.00 TO 17+17.00 RT

REPLACE 2'-6" CURB AND GUTTER

40.94 +89.08

38.40 +99.67

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NAD 83

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1/

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P r o j

R d y p s h .d g n j h u s k e y

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.5

9 SHEET NO.PROJECT REFERENCE NO.

4BL-0052

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

S E E

S

H E E T

M A

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H L

IN

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S T A 1+

0 20 40

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ENGINEER

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20+00

42.70' RT OFFSET

-L- POT Sta. 16+88.67

BEGIN PROJECT

AT-1

CR

CR

CURVE

SHOP

F

F

F

EX. R/W

+40.00

60.00' +75.00

95.00'

+00.00

130.00'

+10.00

90.00'

+45.0090.00'

56.24'

+00.00

51.42' +32.00

EX. R/W

+66.50

EX.R/W

+21.22

55.00'

EX.R/W

+95.00

O

1A

OUTFALL

1B

OUTFALL

EX 1

JB W/ MH

JB W/ MH

RETAIN

RETAIN

RETAIN

RETAIN CB

HW

INVERT=338.0'

INVERT=338.0'

O

15" RCP-III15"

RC

P-II

I

30" RCP-III

REMOVE HEADWALL

24" RCP-III

2GIB-NSS2GIB-NSS

ADJUST-CB

GAS LINE MARKER

WOODS

WOODS

SR 6107 (N. MAIN ST.) VARIABLE WIDTH PAVED ROADWAY

BL-101

EXISTING R/W

EXISTING R/W

C

H H

GTS

A & A BUILDING LLC

DB 15978 PG 1248

PB 1997 PG 1339

-L-

PROP. 5' SIDEWALK

.5

.5

HYDRANT

EXISTING

RELOCATE

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NAD 83

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1/

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P r o j

R d y p s h .d g n j h u s k e y

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.5

9 SHEET NO.PROJECT REFERENCE NO.

5BL-0052

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

S E E

S

H E E T

M A

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IN

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S T A

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25+00

-L- PC Sta. 24+51.34

PI Sta 25+99.71

D

L = 296.73'

T = 148.38'

R = 10,000.00'

CAT-1

F

C

C

C

75.00' +85.00

60.00' +50.00

75.00' +80.00

70.00' +00.00

GAS RISER GAS RISER

IRRIGATION VALVE

S

S

60" CHL

18" MAPLE

15" MAPLE

" C

G

" C

G

" C

G

" C

G

30" C&G

WOODS

SR 6107 (N. MAIN ST.) VARIABLE WIDTH PAVED ROADWAY

A R

B

C

E

C O

N C

CONC

ASPHALT

BL-103

BL-102

EIP

EIP

EIP

EIP EXISTING R/W

E X

IS

T

W

E X

IS

T

W

EXISTING R/W

BM1 S

IG

A

N D S C A P E

E A S E

M E N T

LP

LP

LSA

H H

C

H H

T

T

C

GTS

W

GTS

GTS

PWR METER

ARV

PRESSURE REGULATION STATION

A & A BUILDING LLC

DB 15978 PG 1248

PB 1996 PG 1414

S

1°0

'3

" E

.8

N 08°26'01" E

292.57'

CMN1970 LLC

DB 14870 PG 1722

PB 1996 PG 221

-L-

45.34' +44.15

PROP. 5' SIDEWALK

.5 ' 3

.5

38.50' +00.00

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NAD 83

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R o a d w a y

P r o j

R d y p s h .d g n j h u s k e y

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.5

9 SHEET NO.PROJECT REFERENCE NO.

6BL-0052

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

S E E

S

H E E T

M A

T C

H L

IN

E

L

S T A

0 20 40

SCALE

N

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SEAL

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ELEV=402.35'

-L- STA. 29+96.94 OFF 87.47' RT

N 700546 E 2049578

BM # 1

30+00

-L- PRC Sta. 27+48.07

PI Sta 25+99.71

D

L = 296.73'

T = 148.38'

R = 10,000.00'

PI Sta 28+96.45

D

L = 296.73'

T = 148.38'

R = 10,000.00'

-L- PT Sta. 30+44.80

50.92' RT OFFSET

-L- POT Sta. 29+57.77

END PROJECT

CR

C

F F

C

C

EX. R/W

+00.00

EX.R/W

+80.00

EX. R/W

+44.17

TMP-1

SHEET NO.

PLANS PREPARED BY:

INDEX OF SHEETS

SHEET NO. TITLE

TRANSPORTATION MANAGEMENT PLAN

w p j o n e s

T M

P P

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Engineers | Construction Managers | Planners | Scientists

VICINITY MAP N.T.S.

Springs Holly

(S R

N

M A

IN

S

T R

E E T

ARBOR CREEK RD

KATHA DRIVE

PO

INT D

RTR

ELL

IS

EASTON ST

HYANNIS DR

SPORTSMANSHIP WAY

TOWN OF HOLLY SPRINGS

TOWN OF HOLLY SPRINGS CONTACT:

TIM ATHY, P.E.

(919) 577-3128 tim.athy@hollyspringsnc.gov

ENGINEER III

WAKE COUNTY

C O

N T

R A

C

TEMPORARY TRAFFIC CONTROL PHASE I DETAILTMP-3 THROUGH 5

TRAFFIC CONTROL PHASINGTMP-2A

GENERAL NOTESTMP-2

DRAWINGS, AND LEGEND

LIST OF APPLICABLE ROADWAY STANDARD TMP-1A

SHEETS

TITLE SHEET, VICINITY MAP, AND INDEX OF TMP-1

PROJECT MANAGER

B. HOLDEN, PE

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END PROJECT

BEGIN PROJECT

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1101.01 WORK ZONE ADVANCE WARNING SIGNS

1101.02 TEMPORARY LANE CLOSURES

1101.04 TEMPORARY SHOULDER CLOSURES

1101.11 TRAFFIC CONTROL DESIGN TABLES

1110.01 STATIONARY WORK ZONE SIGNS

1110.02 PORTABLE WORK ZONE SIGNS

1130.01 DRUMS

1135.01 CONES

ROADWAY STANDARD DRAWINGS

TITLESTD. NO.

GENERAL

LEGEND

DIRECTION OF PEDESTRIAN TRAFFIC FLOW

EXIST. PVMT.

DIRECTION OF TRAFFIC FLOW

NORTH ARROW

PROPOSED PVMT.

TEMP. SHORING (LOCATION PURPOSES ONLY)

WORK AREA

DRAWINGS & LEGEND

ROADWAY STANDARD

TRAFFIC CONTROL DEVICES

BARRICADE (TYPE III)

CONE

DRUM

TEMPORARY CRASH CUSHION

SKINNY DRUM

CHANGEABLE MESSAGE SIGN

TRUCK MOUNTED ATTENUATOR (TMA)

LAW ENFORCEMENT

FLAGGER

FLASHING ARROW BOARD

PORTABLE CONCRETE BARRIER

PORTABLE CONCRETE BARRIER (EXISTING)

PORTABLE CONCRETE BARRIER (SECTION VIEW)

DRUM (SECTION VIEW)

TUBULAR MARKER

TMP-1A

STATIONARY SIGN

PORTABLE SIGN

STATIONARY OR PORTABLE SIGN

TEMPORARY SIGNING

A PART OF THESE PLANS:

ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED

N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2024

THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -

1135.01 CONES

1150.01 FLAGGERS

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GENERALNOTES

PLAN

TRANSPORTATION OPERATIONS

GENERAL NOTES

TMP-2

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TRAFFIC CONTROL PHASING

TEMPORARY

TMP-2A

TRAFFIC CONTROL PHASINGGENERAL NOTES (CONTINUED)

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TMP-3

M A

T C

H L

IN

E

L

S T A 1+

S E E

T

M P

PHASE I - STEP 2-3

PROJ. REFERENCE NO. SHEET NO.

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SR 6107 (N.MAIN ST.)

P O I

N

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L I S

45' DRUM SPACING

-L- STA 16+89±

BEGIN CONSTRUCTION

*MUST BE ADA-COMPLIANT*

PEDESTRIAN BARRICADE

2" MAX

CLOSED

SIDEWALK

A

A

A

A

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T C

H L

IN

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S T A 1+

S E E

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M P

TMP-4

M A

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CAT-1

SR 6107 (N.MAIN ST.)

45' DRUM SPACING

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T C

H L

IN

E

L

S T A

S E E

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M P

TMP-5

PROJ. REFERENCE NO. SHEET NO.

w p j o n e s

T M

P p s h .d g n

1/ www.rkk.com

Engineers | Construction Managers | Planners | Scientists

056142

N

ORT

H CAROLIN

A

P

RO

FESSIONA

L

ENGINEER

SEAL

S E

N

OJ RETROP

W

BL-0052

30+00

SR 6107 (N.MAIN ST.)

A R

B

E

45' DRUM SPACING

-L- STA 29+58±

END CONSTRUCTION

*MUST BE ADA-COMPLIANT*

PEDESTRIAN BARRICADE

2" MAX

CLOSED

SIDEWALK

Responsive People | Creative Solutions

NC License No. F-0112

Raleigh, North Carolina 27615-3960

PROJECT LENGTH

RIGHT OF WAY DATE:

LETTING DATE:

STATE STATE PROJECT REFERENCE NO.

STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION

NO.

TOTAL

SHEETS

N.C.

SHEET

DESIGN DATAGRAPHIC SCALES

LOCATION:

TYPE OF WORK:

R

H y d r a u li c s

C A

D D

P S

H

E r o s io n o n t r o l\

R d y t s h .d g n j r a n d a ll

C O

N T

R A

C T

Prepared in the Office of:

FOR

NC LICENSE NO. F-0112

1-888-521-4455 OR 919-878-9560

8601 SIX FORKS ROAD, FORUM 1, SUITE 700

RALEIGH, NORTH CAROLINA 27615-3960

PLANS

PROFILE (VERTICAL)

VICINITY MAP N.T.S.

Springs Holly

DESIGN SPEED =

NAD 83

/ 2011

TOWN OF HOLLY SPRINGS

WAKE COUNTY

SR 6107 (N. MAIN STREET) FROM TRELLIS POINTE DRIVE

TO ARBOR CREEK DRIVE

JILLIAN HINSON, E.I.

TOWN OF HOLLY SPRINGS CONTACT

TOWN OF HOLLY SPRINGS

10 2010

PROFILE (HORIZONTAL)

See Sheet 1B For Conventional Symbols

(S R

N

M A

IN

S

T R

E E T

KATHA DRIVE

EASTON ST

HYANNIS DR

SPORTSMANSHIP WAY

ADT 2021 14,500

50 MPH

-L-TO HOLLY SPRINGS RD

-L- STA. 16+95.00

BEGIN PROJECT

-L- STA. 29+57.83

END PROJECT

TO SUNSET LAKE RD.

HOLLY SPRINGS, NORTH CAROLINA

-L- LENGTH OF ROADWAY = 0.239 MILES

TIM ATHY, P.E.

20 402040

40 20 20 40

2024 STANDARD SPECIFICATIONS

SR 6107 (N. MAIN STREET)

FEBRUARY 20, 2024

PO

INTE

DRTR

ELL

IS

ARBOR CREEK DR

TOWN MANAGER - RANDY HARRINGTON

MAYOR - SEAN MAYEKSKIE

APPROVAL & CONDITIONS

TOWN OF HOLLY SPRINGS

The Vertical Datum used is NAVD88 (Geoid18)

All Linear Dimensions are Localized Horizontal Distances

(Ground to Grid) is: 0.9998878293

The Average Combined Factor used on this project

Elevation: 348.57(ft)

Northing: 699262.278(ft) Easting: 2049244.105(ft)

NAD83/NA2011 State Plane Coordinates of

Wetherill Engineering for Monument "GPS-2" with is based on the State Plane Coordinates established by

The Localized Coordinate System developed for this project

SURVEY DATUM DESCRIPTION

EROSION AND SEDIMENT CONTROL PLANS

1.6 ACRES

GRADING, DRAINAGE, AND SIDEWALK

RIVER BASIN:CAPE FEAR

DISTURBED AREA:

DECEMBER 2, 2025

NCDEQ

S-006R1 EROSION CONTROL PLANS

BL-0052 EC-1

LEVEL III CERTIFICATION NO.

PROJECT DESIGN ENGINEER

NAME

HYDRAULICS ENGINEER

PROJECT ENGINEER

JEFF MEADOR, P.E.

ALEXIS BURKE, P.E.

ENGINEERING DESIGN AND CONSTRUCTION STANDARDS.

ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS

Raleigh, North Carolina 27615-3960

8601 Six Forks Road, Forum 1,Suite 700

P: (919) 878-9560

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

www.rkk.com

Engineers | Construction Managers | Planners | Scientists

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

R

H y d r a u l i c s

C A

D D

P S

H

E r o s i n t r o l

E C d e t a i l s .d g n j r a n d a l l

NCG01-1BL-0052

Raleigh, North Carolina 27615-3960

8601 Six Forks Road, Forum 1,Suite 700

P: (919) 878-9560 www.rkk.com

Engineers | Construction Managers | Planners | Scientists

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

R

H y d r a u l i c s

C A

D D

P S

H

E r o s i n t r o l

E C d e t a i l s .d g n j r a n d a l l

NCG01-2

DOCUMENT NOT CONSIDERED FINAL

BL-0052

LIMIT OF DISTURBANCE

ENTRANCE

GRAVEL CONSTRUCTION

CUT/FILL SLOPE STAKES

EROSION CONTROL GENERAL NOTES

1.

2.

3.

4.

5.

MAINTAINED UNTIL ALL UPGRADE DRAINAGE AREAS HAVE BEEN STABILIZED WITH THE ESTABLISHMENT OF PERMANENT VEGETATION.

ALL DEVICES AT THE END OF EACH DAY AND AFTER ALL RAINFALL EVENTS. ALL SEDIMENT CONTAINMENT MEASURES MUST BE

MAINTAIN ALL EROSION CONTROL DEVICES AS PER THE PLANS AND SPECIFICATIONS FOR THE DURATION OF CONSTRUCTION. INSPECT

6.

WITHIN 30 FT OF AN ACTIVE LANE OF TRAFFIC NOT SEPARATED BY GUARDRAIL OR CONCRETE BARRIER.

INLET PROTECTION AT THE DISCRETION OF THE CONTRACTOR. STANDARD CATCH BASIN YARD INLET PROTECTION MUST BE USED IN LOCATIONS

INLET PROTECTION SHOWN ON THE PLANS MAY BE EITHER BLOCK AND GRAVEL DROP INLET PROTECTION OR STANDARD CATCH BASIN YARD

7.

ONSET OF RAIN.

UTILIZE STANDARD PIPE INLET PROTECTION AT THE ENTRANCE OF ALL PIPES BEING INSTALLED AT THE END OF EACH DAY OR BEFORE THE

8.

9.

TRAFFIC CONTROL PLANS. IF CONSTRUCTION ENTRANCES ARE INEFFECTIVE, THEN A TIRE WASH STATION SHALL BE ESTABLISHED AND DEWATERED TO A SILT BAG.

BEYOND THOSE SHOWN ON THE PLANS WILL BE REQUIRED. THE CONTRACTOR SHALL COORDINATE THE LOCATIONS OF CONSTRUCTION ENTRANCES WITH THE

ALL CONSTRUCTION TRAFFIC LEAVING THE SITE AND ENTERING ANY PUBLIC ROADWAY MUST UTILIZE A GRAVEL CONSTRUCTION ENTRANCE. ADDITIONAL ENTRANCES

(TEMPORARY DIVERSIONS, PERIMETER DITCHES, BASIN SLOPES, ETC.) ALL STOCKPILE/LAYDOWN AREAS SHALL BE GRADED PER PLAN AFTER USE AND STABILIZED AS NOTED BELOW.

DISTURBED AREAS SHALL BE VEGETATED AS NOTED BELOW. THE VEGETATION REQUIREMENTS ALSO APPLY TO NEWLY CONSTRUCTED EROSION CONTROL MEASURES

AREAS SUCH AS DITCH OUTFALLS OR STREAM CROSSINGS, AT DAY'S END FOR CONSTRUCTION ACTIVITIES (SEE PERMIT FOR DETAILS). ALL EXPOSED SLOPES AND OTHER

GROUND COVER DEADLINES AND STABILIZATION REQUIREMENTS SHALL BE ESTABLISHED IN ACCORDANCE WITH THE NPDES GENERAL PERMIT- NCG 010000, OR IN CRITICAL

ON PAVED SURFACES MUST BE CLEANED WITH A SPILL KIT AND PROPERLY DISPOSED OF.

CONSTRUCTION DRAWINGS. ALL CONCRETE AND MORTOR WASTE SHALL BE DISPOSED OF WITH THE USE OF A CONCRETE WASHOUT. SPILLS

ALL HANDLING OF MATERIAL WASTE SUCH AS CONCRETE AND MORTOR SHALL OCCUR WITHIN THE LIMITS OF DISTUBURNACE SHOWN ON THE

BERMS OR OTHER METHODS TO ENSURE SEDIMENT LADEN RUNOFF DOES NOT ENTER OR CROSS ROADS AND DRIVEWAYS. ADDITIONALLY, ALL SEDIMENT LADEN RUNOFF SHALL BE DIRECTED TO AN APPROVED EROSION CONTROL DEVICE. THE CONTRACTOR SHALL USE ASPHALT

DISTURBED AREA = 1.58 ACRES

WITHIN 50' OF ANY DRAINAGE STRUCTURE, TEMPORARY DIVERSIONS, CHANNELS, OR SURFACE WATER BODIES. OFFSITE BORROW OR WASTE SHOULD BE FROM A PERMITTED SITE.

CONDITIONS, NO SOIL STOCKPILE LOCATIONS, MATERIAL LAY-DOWN AREAS, STAGING AREAS, DEMOLITION OR CONSTRUCTION WASTE PILES, CONCRETE WASHOUTS SHOULD BE

THE INSTALLATION AND MAINTENANCE OF THESE MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SUBJECT TO DIRECTION BY THE ENGINEER. PER NPDES PERMIT

OR WASTE PILES, BORROW AREAS, CONTRACTOR OFFICE TRAILER OR ANY OTHER DISTURBED AREA NOT SHOWN ON THESE PLANS. AS THIS LINEAR PROJECT PROGRESSES, AND SILT FENCE OUTLAST SHALL BE INSTALLED AND MAINTAINED FOR ANY STOCKPILE LOCATIONS, CONCRETE WASHOUTS, MATERIAL LAY-DOWN AREAS, STAGING AREAS, DIRT

THESE EROSION CONTROL PLANS ARE ONLY FOR DISTURBED AREAS DELINEATED ON THE PLANS. EROSION CONTROL MEASURES SUCH AS SILT FENCE SHALL BE INSTALLED

SILT FENCE TO KEEP SEDIMENT ON SITE.

ADDITIONAL TEMPORARY DIVERSIONS, NOT SHOWN ON THE PLANS, ARE REQUIRED TO DIRECT RUNOFF TO BASINS OR ADDITIONAL

RUNOFF IS TREATED BY AN APPROVED DEVICE BEFORE LEAVING THE SITE. THERE MAY BE INTERMEDIATE GRADES IN WHICH

IT IS THE CONTRACTOR'S RESPONSIBILITY FOR TRANSITION BETWEEN THE PHASES AND MAKING SURE ALL SEDIMENT LADEN

THESE EROSION AND SEDIMENT CONTROL PLANS SHOW DEVICES REQUIRED FOR CLEARING AND GRUBBING PHASE AND FINAL GRADING.

10.

11.

GENERAL EROSION CONTROL CONSTRUCTION PHASING NOTES

1.

PERMIT SHALL ALSO BE INCLUDED WITH A MINIMUM OF 30 DAYS SELF-INSPECTION REPORTS WILL BE KEPT ONSITE UNTIL PROJECT CLOSEOUT.

WITH A PLACARD. THE EROSION AND SEDIMENT CONTROL PLAN APPROVAL LETTER, 401/404 DOCUMENTATION AND A COPY OF THE NPDES

A RAIN GAUGE SHALL BE INSTALLED ON THE SITE AS WELL AS AN APPROVED COPY OF THE EROSION AND SEDIMENT CONTROL PLAN

C F

EROSION CONTROL LEGEND

2.

3.

4.

5. INSTALL GRAVEL CONSTRUCTION ENTRANCE(S) AT ALL POINTS WHERE CONSTRUCTION TRAFFIC WILL ENTER PAVED STREETS.

6.

7.

8.

PERMANENTLY SEED THE AREA FORMERLY OCCUPIED BY THE EROSION CONTROL DEVICE.

UPON FINAL STABILIZATION OF CONTRIBUTORY DRAINAGE AREA, REMOVE EROSION CONTROL DEVICES, PERFORM FINISH GRADING AND

9. SEE INDIVIDUAL PLAN SHEETS FOR ADDITIONAL SPECIFIC PHASING NOTES.

10.

COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTION.

E-NOI FORM MAY BE ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD

OCCUR. THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (E-NOI) FORM AT DEQ.NC.GOV/NCG01. PLEASE NOTE, THE

EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES

INSTALL PERIMETER EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLANS PRIOR TO CLEARING GRUBBING OTHER AREAS.

11.

DRAINAGE PLANS MUST BE GRADED TO DRAIN. ALL DE-WATERING SHALL OCCUR THROUGH A SILT BAG.

CONTROL DEVICES AND INSTALL FINAL GRADE EROSION CONTROL DEVICES. AREAS THAT GRADING IS NOTSPECIFICALLY DEFINED BY THE

AS WORK TRANSITIONS FROM CLEARING AND GRUBBING PHASE TO FINAL GRADING PHASE REMOVE CLEARING AND GRUBBING EROSION

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

R

H y d r a u l i c s

C A

D D

P S

H

E r o s i n t r o l

E C d e t a i l s .d g n j r a n d a l l

EC-2

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

HOURS PRIOR TO BEGINNING CONSTRUCTION. IF STATE EROSION CONTROL PLAN REQUIRED.

TO SCHEDULE A STORMWATER SITE INSPECTIONS. CONTACT THE LAND QUALITY SECTION INSPECTOR AT LEAST 48

CALL FOR ON-SITE INSPECTION BY NCDEQ ENVIRONMENTAL INSPECTOR TO OBTAIN APPROVAL. ALSO CALL THE TOWN

UNDER THE NPDES (NCG010000) TO RALEIGH STORMWATER INSPECTIONS THROUGHOUT THE PROJECT.

COORDINATOR WITH THE TOWN OF HOLLY SPRINGS. THE CONTRACTOR SHALL SUBMIT DOCUMENTATION REQUIRED

HOURS BEFORE BEGINNING ANY WORK ON THE SITE. ALSO, CONTACT THE STORMWATER INSPECTIONS REGIONAL

THE CONTRACTOR SHALL NOTIFY NCDENR DIVISION OF LAND QUALITY OR APPROPRIATE INSPECTING AGENCY AT LEAST 48

TOWN OF HOLLY SPRINGS INSPECTIONS WILL BE PROVIDED AT THE PRE-BID MEETING.

INSPECTIONS REGIONAL COORDINATOR WITH THE TOWN OF HOLLY SPRINGS. CONTACT INFORMATION FOR

PRIOR TO BEGINNING CONSTRUCTION, SCHEDULE A PRECONSTRUCTION CONFERENCE WITH NCDENR AND THE STORMWATER

STANDARD TEMPORARY SILT FENCE

A RECORD COPY OF EACH INSPECTION & MONITORING A MINIMUM OF 30 DAYS OF REPORTS MUST BE KEPT ON SITE UNTIL PROJECT CLOSURE.

GREATER THAN 1.0 INCH PER 24 HOUR PERIOD. ADDITIONALLY, GROUND STABILIZATION MUST BE RECORDED AFTER EACH PHASE OF GRADING.

DISCHARGE OUTFALLS MUST BE INSPECTED AT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL EVENT https://www.deq.nc.gov/ESCforms (PER 15A NCAC 04B.0131 AND STORMWATER GENERAL PERMIT NCG010000) MEASURES & STORMWATER

SELF INSPECTION MUST BE CONDUCTED AND DOCUMENTED IN THE INSPECTION & MONITORING FORM PROVIDED BY NCDEQ:

TO SCHEDULE A STORMWATER FINAL INSPECTION.

MINIMUM OF SEVEN (7) DAYS PRIOR TO FINAL INSPECTION. CALL THE TOWN OF HOLLY SPRINGS RAPID RESPONSE NUMBER

AN AS-BUILT PLAN AND ENGINEER'S CERTIFICATION IS REQUIRED FOR EACH PERMANENT BMP AND MUST BE SUBMITTED A

HS420

HS401

HS404

TEMPORARY DIVERSION HS424

HS432

HS413

HS422

SILT FENCE OUTLET

STANDARD SKIMMER FILTER BASIN

SILT BASIN TYPE B NCDOT STD. 1630.02

THAN 3:1

SLOPES STEEPER

DENOTES P.A.M.)

(WITH CIRCLE

CHECK DAM

STANDARD INLET SEDIMENT CONTROL DEVICE

STANDARD CATCH BASIN/YARD INLET PROTECTION

(WITH CIRCLE DENOTES PAM)

WATTLE CHECK

NCDOT STD. 1636.01

CONCRETE WASHOUT STRUCTURE HS435 OR HS436

SPECIAL STILLING BASIN NCDOT STD. 1630.06

TERMINATION (E-NOT). A $127 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.

OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF

WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE

STOCKPILE AREA

PERMIT BOX PB

HS411

HS409, HS410

STANDARD SKIMMER

PUMP

BL-0052

B

C

Responsive People | Creative Solutions www.rkk.com

Engineers | Construction Managers | Planners | Scientists

NC License No. F-0112

Raleigh, North Carolina 27615-3960

Raleigh, North Carolina 27615-3960

8601 Six Forks Road, Forum 1,Suite 700

P: (919) 878-9560

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

EC-3A

R

H y d r a u l i c s

C A

D D

P S

H

E r o s i n t r o l

E C d e t a i l s .d g n j r a n d a l l

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

www.rkk.com

Engineers | Construction Managers | Planners | Scientists

MINIMUM HORIZONTALLY

MINIMUM VERTICALLY AND 4 INCHES

SKIRT IS TO BE TRENCHED IN 8 INCHES

NOTE:

Raleigh, North Carolina 27615-3960

8601 Six Forks Road, Forum 1,Suite 700

P: (919) 878-9560

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

EC-3B

R

H y d r a u l i c s

C A

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E C d e t a i l s .d g n j r a n d a l l

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

www.rkk.com

Engineers | Construction Managers | Planners | Scientists

BECOMES CLOGGED OR TORN.

REPLACE WATTLE WHEN IT 2)

DEBRIS.

EVENT. REMOVE SEDIMENT AND

AFTER SIGNIFICANT RAINFALL

INSPECT WATTLES WEEKLY OR 1)

:MAINTENANCE

Raleigh, North Carolina 27615-3960

8601 Six Forks Road, Forum 1,Suite 700

P: (919) 878-9560

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

EC-3C

R

H y d r a u l i c s

C A

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P S

H

E r o s i n t r o l

E C d e t a i l s .d g n j r a n d a l l

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

www.rkk.com

Engineers | Construction Managers | Planners | Scientists

Raleigh, North Carolina 27615-3960

8601 Six Forks Road, Forum 1,Suite 700

P: (919) 878-9560

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

EC-3D

R

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H

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E C d e t a i l s .d g n j r a n d a l l

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

www.rkk.com

Engineers | Construction Managers | Planners | Scientists

REPAIR/REPLACE COIR FIBER BAFFLES AS NEEDED.

2)CHECK FOR DAMAGED COIR FIBER BAFFLES AND

APPROXIMATELY HALF FULL.

2)AT A MINIMUM, REMOVE SEDIMENT FROM BASIN WHEN

RAINFALL EVENTS.

INSPECT BASIN WEEKLY AND AFTER SIGNIFICANT 1)

:MAINTENANCE

Raleigh, North Carolina 27615-3960

8601 Six Forks Road, Forum 1,Suite 700

P: (919) 878-9560

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

EC-3E

R

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DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

PERMANENT AND TEMPORARY SEEDING REQUIREMENTS

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Engineers | Construction Managers | Planners | Scientists

OR BY CRIMPING WITH A MULCH ANCHORING TOOL.

STRAW BY USING ASPHALT EMULSION TACK RATE OF 400 GAL/ACRE, NETTING, ROVING,

APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR

MULCH

10-10-10 FERTILIZER.

AGRICULTURAL LIMESTONE (IN AREAS OF CLAY SOILS USE A RATE OF 6,000 LB/ACRE) AND 1,000 LB/ACRE

APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY A MINIMUM OF 4,000 LB/ACRE GROUND

SOIL AMENDMENTS

SEEDBED PREPARATION

HIGH-MAINTENANCE TURF:

FILL SLOPES 3:1 OR STEEPER (TEMPORARY SEEDINGS):

HYDRAULIC SEEDER (PERMANENT SEEDINGS):

FILL SLOPES 3:1 OR STEEPER TO BE SEEDED WITH A

3.

2.

1.

GENTLE OR FLAT SLOPES WHERE TOPSOIL IS NOT USED:4.

APPLYING SEED.

RAKE TO LOOSEN SURFACE JUST PRIOR TO

LOOSE, UNIFORM SEEDBED.

BREAK UP LARGE CLODS AND RAKE INTO A

CHISEL PLOW, OR ROTARY TILLER.

AND INCORPORATE INTO THE TOP 6" WITH A DISK,

RECOMMENDED BY SOIL TESTS; SPREAD EVENLY

APPLY LIME AND FERTILIZER AT RATES

REMOVE ROCKS AND DEBRIS.

LOOSEN SURFACE JUST PRIOR TO APPLYING SEED.

UNIFORM AND WELL-PULVERIZED SURFACE.

DISK OR HARROW AND RAKE TO PRODUCE A

CULTIPACK.

SPREAD TOPSOIL TO A DEPTH OF 2-4 INCHES AND

TO A DEPTH OF AT LEAST 2 INCHES.

SPREADING TOPSOIL BY DISKING OR SCARIFYING

LOOSEN THE SUBGRADE IMMEDIATELY PRIOR TO

FARM DISK OR CHISEL PLOW.

AND INCORPORATE TO A DEPTH OF 2-4" WITH A

RECOMMENDED BY SOIL TESTS; SPREAD EVENLY

APPLY LIME AND FERTILIZER AT RATES

D.

C.

B.

A.

F.

E.

D.

C.

B.

OF A UNIFORM SEEDBED.

INTERFERE WITH TILLAGE AND THE PRODUCTION

REMOVE ROCKS AND DEBRIS THAT COULD

OR GROOVING SOIL SURFACE ON THE CONTOUR.

INCORPORATE AMENDMENTS BY ROUGHENING

RECOMMENDED BY SOIL TESTS.

APPLY LIME AND FERTILIZER EVENLY AT RATES

WHICH MIGHT HOLD NETTING ABOVE THE SURFACE.

REMOVE LARGE CLODS, ROCKS, AND DEBRIS

LEAVE A LOOSE, UNCOMPACTED SURFACE.

RECOMMENDED BY SOIL TESTS.

SPREAD LIME EVENLY OVER SLOPES AT RATES

2-3 INCHES DEEP, PERPENDICULAR TO THE SLOPE.

ROUGHEN SLOPE FACES BY MAKING GROOVES

ON THE SLOPE.

LARGE CLODS AND OTHER DEBRIS TO REMAIN

UNCOMPACTED, ALLOWING ROCKS, ROOTS,

LEAVE THE LAST 4-6 INCHES OF FILL LOOSE AND

A.

C.

B.

A.

C.

B.

A.

LIGHT

LP

LIGHT

INV=337.39'

INV=336.66'

S

S

12" CONC RETAINING WALL

8" PVC

18" RCP

SSMH

SSMH

" P

V C

8" PVC

S

CB

CB

CB

CB

12" CONC RETAINING WALL

CONC

" C

G

30" C&G

" C

G

S

" R

C P

36" RCP

BK SIGN

BK SIGN

WOODS

SR 6107 (N. MAIN ST.) VARIABLE WIDTH PAVED ROADWAY

CONC

C O

N C

CONC

A & A BUILDING LLC

DB 15978 PG 1248

PB 1997 PG 1339

TRELLIS POINTE LLC

PB 1998 PG 1272

DB 8014 PG 622

TRELLIS POINTE LLC

PB 1998 PG 1272

DB 8014 PG 622

P U B L

IC

U T

IL

IT

Y

E A S E

M E N T

20' SANITARY SEWER EASEMENT

20' SANITARY SEWER EASEMENT

20' SANITARY SEWER EASEMENT

' S

ID

E

W A

S E

M E

N T

18" C&G

18" C&G

EIP

S

°3

'2

" W

.7

EXISTING R/W

E X

IS

T

IN

G

R

W

EXISTING R/W

E X

IS

T

W E X

IS

T

W

EXISTING R/W

GPS-2

LSA

T

C

JCT.

BOX

J C

T . B

O X

16 ", TOWN OF HOLLY SPRINGS

Dominion Energy, 8 "

8 ", TOWN OF HOLLY SPRINGS

AT&T Corp.

HOLLY SPRINGS FIBER

6 ", TOWN OF HOLLY SPRINGS

Duke Energy Progress

AT&T Corp. (2)

T R

E L

IN

30" RCP

" R

C P

" R

C P

.0

8.

.0

342.0

344.0

.0

346.0

346.0

348.0 348.0

8.

350.0

350.0

.0

.0

352.0

352.0

.0

2.

354.0

354.0

356.0 358.0

360.0 362.0

EC-04/CONST. 04

WHEN THE PROJECT IS COMPLETE AND PERMANENT STABILIZATION IS ACHIEVED, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN.�

SPECIAL STILLING BASIN WILL BE CONTINOUSLY MONITORED DURING OPERATION.�

DIRECTLY DISCHARGE INTO NEARBY STREAM.

DURING THE REMOVAL OF SKIMMER BASIN, ENSURE ALL FLOW INTO THE SKIMMER BASIN IS DIRECTED INTO THE SPECIAL STILLING BASIN. DO NOT ALLOW FLOW TO � BEFORE STARTING THE REMOVAL OF SKIMMER BASIN, ENSURE INSTALLATION OF SPECIAL STILLING BASIN HAS BEEN COMPLETED. �

PATTERNS ARE INSTALLED. SEE EC-7 FOR FINAL GRADE EROSION CONTROLS.

AT COMPLETION OF CLEARING AND GRUBBING BEGIN ROADWAY CONSTRUCTION. TRANSITION TO FINAL GRADE EROSION CONTROLS AS PROPOSED DRAINAGE �

REQUIREMENTS ARE MET.

WATER CONVEYANCES, SUCH AS BASINS, DITCHES, STORM DRAIN INLETS, ETC. THE LOCATION OF THESE ACTIVITIES MAY BE FIELD ADJUSTED IF THE DISTANCE

STOCKPILES, LAYDOWN OR WASTE AREAS, CONCRETE WASHOUTS, PORTABLE TOILETS, AND FUELS MUST BE LOCATED AT LEAST 50 FEET AWAY FROM ANY OPEN �

BE NOTIFIED 10-DAYS PRIOR TO REMOVAL OF A BASIN.

ADEQUATE. SEDIMENT BASINS MAY NOT BE REMOVED OR CONVERTED TO PERMANENT SCMS UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED. NC DEQ SHOULD

TEMPORARY EROSION CONTROL MEASURES AND PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND GROUND COVER IS NOT

PERIMETER MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED. AFTER SITE IS PERMANENTLY STABILIZED, REMOVE ALL �

INSTALLATION. INSTALL COIR WATTLES OR CHECK DAMS IN TEMPORARY DIVERSIONS.

THESE DEVICES. INSTALL DITCH LINERS AND TEMPORARY CULVERT PIPE AS NOTED ON PLANS. SEED TEMPORARY DIVERSIONS, BERMS, AND BASINS IMMEDIATELY AFTER

CONTROL MEASURES AS REQUIRED BY NCDEQ INCLUDING SEDIMENT BASINS, BARRIERS, AND DIVERSION DITCHES AS NEEDED. CLEAR ONLY AS NECESSARY TO INSTALL

TREE CLEARING OR DEMOLITION). CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES AS SPECIFIED ON THE APPROVED PLAN SHEET. INSTALL ALL OTHER EROSION

INSTALL CONSTRUCTION ENTRANCE, TREE PROTECTION FENCE, SILT FENCE, AND SILT FENCE OUTLETS PRIOR TO ANY LAND DISTURBING ACTIVITIES (INCLUDING ANY �

BEGIN CLEARING AND GRUBBING REMAINDER OF PROJECT AREA.�

INSTALL PERIMETER EROSION CONTROLS (SILT FENCE).�

PLACE INLET PROTECTION AT ALL EXISTING STORM DRAIN INLETS AND OPEN END PIPES.�

EROSION CONTROL PHASING NOTES:

NAD 83

/ 2011

R

H y d r a u l i c s

C A

D D

P S

H

E r o s i n t r o l

H y d p s h .d g n j r a n d a l l

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.5

9 SHEET NO.PROJECT REFERENCE NO.

4BL-0052

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

S E E

S

H E E T

M A

T C

H L

IN

E

L

S T A 1+

0 20 40

SCALE

20+00

42.70' RT OFFSET

-L- POT Sta. 16+88.67

BEGIN PROJECT

AT-1

CR

CR

CURVE

SHOP

F

F

F

O

JB W/ MH

JB W/ MH

RETAIN

RETAIN

RETAIN

HW

O

15" RCP-III15"

RC

P-II

I

30" RCP-III

REMOVE HEADWALL

24" RCP-III

2GIB-NSS2GIB-NSS

TO JB W/MH

CONVERT CB

O

1A

OUTFALL

1B

OUTFALL

EX 1

JB W/ MH

JB W/ MH

RETAIN

RETAIN

RETAIN

HW

INVERT=338.0'

INVERT=338.0'

O

15" RCP-III15"

RC

P-II

I

30" RCP-III

REMOVE HEADWALL

24" RCP-III

2GIB-NSS2GIB-NSS

TO JB W/MH

CONVERT CB

TO JB W/MH

CONVERT CB

1.68 AC

AREA 04-01

DRAINAGE

C C

ID 04-01

(SKIMMER BASIN)

Dewatering Time 3.2 Days

Exterior Side Slopes 1:1

Interior Side Slopes 3:1

Dam Height 1 ft

5 ft Wide Berm

Weir Ele. 343.0'

Berm Ele. 344.0'

Bottom Ele. 339.0'

4 ft. weir

Orifice Diameter with 1 inch

2 inch Skimmer

Surface Area 2040 sq ft

60 x 34 x 2

0.0

4.0

8.0

6.0

4.0

8.0

6.0

4.0

BAFFLES

SKIMMER

PUMP

BASIN

STILLING

SPECIAL

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