W5702A rw-Default - NCDOT 2 Letting/07-12-2017/DB00351... · hsip-0013(064) hsip-0013(064) hsip-0013(064) t project length right of way date: ... pg 241 snow hill, nc 28580 3524 hwy

100.0

0'

60.00'

60.00'

OCTOBER 2016

GREENE COUNTY

INTERSECTION OF US 13 AND SR 1151

GRADING, PAVING AND DRAINAGE

25 50 10050

25 50 10050

5 10 20 10

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

0

0

0

PROFILE (HORIZONTAL)

44848.1.1 PE

44848.2.1 RW

44848.3.1 CONST

HSIP-0013(064)

HSIP-0013(064)

HSIP-0013(064)

PROJECT LENGTH

RIGHT OF WAY DATE:

LETTING DATE:

STATE STATE PROJECT REFERENCE NO.

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

NO.TOTALSHEETS

N.C.SHEET

1

Prepared in the Office of:

SIGNATURE:

SIGNATURE:

P.E.

P.E.

DIVISION OF HIGHWAYS

2012 STANDARD SPECIFICATIONS

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

GRAPHIC SCALES

DB00351

PLANS

PROFILE (VERTICAL)

HYDRAULICS ENGINEER

ENGINEER

ROADWAY DESIGN

LOCATION:

TYPE OF WORK:

09/08/99

W-5702A DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

0

00

See Sheet 1-A For Index of Sheets

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CO

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CT:

W-5702A

AR

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E

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N

A

S

O H

DE

P

TOF TRA

SPO

RT

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N

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TE

OF N RTC

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RO

LIN

A

NAD 83/95

NC GRID

NAD 83/95

NC GRID

W-5702A

PR

OJE

CT:

1704 N. Greene St. Greenville, NC 27834

PROJECT W-5702A LENGTH = 0.225 MILES

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

NO

NN

ACNIK .C

M

AIL

LIW

33793

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

NO

NN

ACNIK .C

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AIL

LIW

33793

WILLIAM C KINCANNON, PE

LANG JONES

19

JULY 2017

PI Sta 16+82.25

D

L = 1,095.22'

T = 550.45'

R = 4,400.00'

PI Sta 33+96.66

D

L = 1,718.91'

T = 871.08'

R = 4,300.00'-L- PC Sta. 25+25.58-L- PT Sta. 22+27.01

-Y- POT Sta. 10+00.00

-Y- POT Sta. 12+11.71-L- POT Sta. 23+19.41

-L- POT Sta. 23+10.22-Y1- POT Sta. 10+00.00

-Y1- POT Sta. 12+24.28

-L- STA 17+00.00BEGIN PROJECT W-5702A

-L- STA 28+85.58END PROJECT W-5702A

T

T

HH

HH

NO REFERENCESNOW HILL, NC 285803568 HWY 13 SOUTHJERUSALEM METHODIST CHURCH

MB 30, PG 210DB 682, PG 241SNOW HILL, NC 285803524 HWY 13 SOUTH& JUDY C. TAYLORLARRY T. TAYLOR

MB 30, PG 210

BA

MB 30, PG 210DB 682, PG 237SNOW HILL, NC 285803442 HWY 13 SOUTHC/O ROGER GRANTGRANT'S GAS & GROCERY, INC.

DB 444, PG 697NEWPORT, NC 28570270 NEWPORT LOOP RD.WILLIAM M. CORBETT

MB 4, PG 77DB 646, PG 490ATLANTIC BEACH, NC 28512P.O. BOX 908CHRISTY D. BAKERJENNIFER G. LETCHWORTH, ETALVICKIE B. KEEL

MB 4, PG 77GARLAND, NC 28441P.O. BOX 475& DEBORAH B. HOLTEMMETT R. BARTLETT

SNOW HILL

US 13 TO

CO

RB

ET

T

TO

WN

RD

BU

RR

ELFIE

LD

RD

1

6"

6"

4"

6"

8"

8"

CP#11

CP#10

CP#13

CP#12

4"

6"

6"

1.0

3.4

1

.42

.40

.40

.52

1.46

.84

.37

.58

CL

AY

BR

OO

KE D

R

CO

RE

Y T

RAIL

ROBERT L TAYLOR LN1.0

3

.23

25P106

.82

2.22

.55

1202

1149

1151

1204

1150

CO

RB

ET

T T

OW

N R

D

GURGANUS RD

ME

WB

OR

N C

HU

RC

H R

D

WARRENTO

WN R

D

WARRENTOW

N RD

BU

RR

ELLFIE

LD R

D

GRANT SAND HOLE RD

5/26/2017

5/26/2017

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

TITLE SHEET

SUMMARY OF QUANTITIES

GRADING AND SURFACING OR RESURFACING AND WIDENING:

THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED

SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES

ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT

ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE

PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A

PROPER TIE-IN.

GRADING:

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

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

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

ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.

SHOULDER CONSTRUCTION:

ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF

SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01.

SIDE ROADS:

THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE

SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT.

THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS

INVOLVED.

RIGHT-OF-WAY MARKERS:

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

UTILITIES:

SHEET NO.PROJECT REFERENCE NO.

1A W-5702A

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8/17/99

GENERAL NOTES: 2012 SPECIFICATIONS

EFFECTIVE: 01-17-2012

REVISED: 07-30-2012

SUBSURFACE PLANS:

NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD

MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.

PLANSHEET

INDEX OF SHEETS

INDEX OF SHEETS, GENERAL NOTES, STANDARD DRAWIINGS1A

3

1

1B CONVENTIONAL SYMBOLS

2 TYPICAL SECTIONS

3A

4

SUMMARY OF EARTHWORK

PM1

X1A

EC1-EC3 EROSION CONTROL SHEETS

CROSS SECTION SUMMARY

CROSS SECTION SHEET

GREENE COUNTY REGIONAL WATER SYSTEMS

SOUTH GREENE WATER CORPORATION

CENTURYLINK

TIME WARNER CABLE

OWNERS:

UC1-UC4 UTILITY CONSTRUCTION SHEETS

PAVEMENT MARKING SHEET

1633.01 MATTING INSTALLATION

1605.01 TEMPORARY SILT FENCE

DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT

1205.04 INTERSECTIONS

1205.01 LINE TYPES OFFSETS

DIVISION 12 - PAVEMENT MARKINGS, MARKERS AND DELINEATION

1101.02 TEMPORARY LANE CLOSURES

DIVISION 11 - WORK ZONE TRAFFIC CONTROL

852.01 CONCRETE ISLANDS

DIVISION 8 - INCIDENTALS

560.01 METHOD OF SHOULDER CONSTRUCTION - METHOD I

DIVISION 5 - SUBGRADE, BASES AND SHOULDERS

300.01 METHOD FOR PIPE INSTALLATION

DIVISION 3 - PIPE CULVERTS

225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL

200.2 METHOD OF CLEARING - METHOD II

DIVISION 2 - EARTHWORK

STD.NO. TITLE

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

N. C. Department of Transportation - Raleigh, N. C., Dated January, 2012 are applicable to this project

The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch -

2012 ROADWAY ENGLISH STANDARD DRAWINGS

X1-X3

Existing Edge of Pavement

Existing Curb

Proposed Slope Stakes Cut

Proposed Slope Stakes Fill

Existing Metal Guardrail

Existing Cable Guiderail

Proposed Guardrail

Equality Symbol

Pavement Removal

Baseline Control Point

RIGHT OF WAY:

Existing Right of Way Marker

Existing Right of Way Line

h

Existing Control of Access

Proposed Control of Access

Proposed Right of Way Line

C

F

Existing Easement Line

Proposed Temporary Construction Easement

Proposed Temporary Drainage Easement

Proposed Permanent Drainage Easement

Proposed Permanent Utility Easement

HYDROLOGY:

Stream or Body of Water

Hydro, Pool or Reservoir

Flow Arrow

Disappearing Stream

Spring

;

z

v

W

KProposed 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

U/G Power Cable Hand Hole

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

U/G Telephone Cable Hand Hole

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

4

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 LineA/G Gas

Above Ground Water Line

Above Ground Sanitary SewerA/G Sanitary Sewer

MISCELLANEOUS:

Utility Pole OF

S3

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 Iron Pin

Property Corner

Property Monument

Existing Fence Line

Proposed Woven Wire Fence

Proposed Chain Link Fence

Proposed Barbed Wire Fence

g

F

123

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

WW

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

*S.U.E. = Subsurface Utility Engineering

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.


1B W-5702A

Abandoned According to Utility Records

WLB

EAB

EPB

RW

RW

RW

CA

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

04/06/15

Buffer Zone 1

Buffer Zone 2

BZ 1

BZ 2

Wetland

Proposed Permanent Easement with

Iron Pin and Cap Marker

Proposed Temporary Utility Easement TUE

Iron Pin and Cap Marker

Proposed Right of Way Line with

DUEProposed Permanent Drainage / Utility Easement

AUEProposed Aerial Utility Easement

CRProposed Curb Ramp

CONVENTIONAL PLAN SHEET SYMBOLS

Underground Storage Tank, Approx. Loc.

Geoenvironmental Boring

Concrete or Granite R/W Marker

Proposed Right of Way Line with

CA Concrete C/A Marker

Proposed Control of Access Line with

HPBExisting Historic Property Boundary

U/G Power Line LOS B (S.U.E.*)

U/G Power Line LOS C (S.U.E.*)

U/G Power Line LOS D (S.U.E.*)

P

U/G Telephone Cable LOS B (S.U.E.*)

U/G Telephone Cable LOS C (S.U.E.*)

U/G Telephone Cable LOS D (S.U.E.*)

T

U/G Telephone Conduit LOS B (S.U.E.*)

U/G Telephone Conduit LOS C (S.U.E.*)

U/G Telephone Conduit LOS D (S.U.E.*)

TC

U/G Fiber Optics Cable LOS B (S.U.E.*)

U/G Fiber Optics Cable LOS C (S.U.E.*)

U/G Fiber Optics Cable LOS D (S.U.E.*)

T FO

U/G Water Line LOS B (S.U.E*)

U/G Water Line LOS C (S.U.E*)

U/G Water Line LOS D (S.U.E*)

W

U/G TV Cable LOS B (S.U.E.*)

U/G TV Cable LOS C (S.U.E.*)

U/G TV Cable LOS D (S.U.E.*)

TV

U/G Fiber Optic Cable LOS B (S.U.E.*)

U/G Fiber Optic Cable LOS C (S.U.E.*)

U/G Fiber Optic Cable LOS D (S.U.E.*)

TV FO

U/G Gas Line LOS B (S.U.E.*)

U/G Gas Line LOS C (S.U.E.*)

U/G Gas Line LOS D (S.U.E.*)

G

SS Forced Main Line LOS B (S.U.E.*)

SS Forced Main Line LOS C (S.U.E.*)

SS Forced Main Line LOS D (S.U.E.*)

FSS

Utility Unknown U/G Line LOS B (S.U.E.*)

U/G Test Hole LOS A (S.U.E.*)

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

NOTE: PAVEMENT EDGE SLOPES ARE 1 : 1 UNLESS SHOWN OTHERWISE.

CL

GRADEPOINT

ORIGINAL GROUND

C1 C1

E1

D1 D1

GRADE TO THIS LINEGRADE TO THIS LINE

E1

ORIGINAL GROUNDVAR. SEE X-SECS VAR. SEE X-SECS

T U U T

4' 4'

USE TYPICAL SECTION #1 (NTS)

ORIGINAL GROUNDORIGINAL GROUND

RE

VISIO

NS

ROADWAY DESIGN

ENGINEER ENGINEER


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8/17/99

0' - 6'

D2 D2

PAVEMENT DESIGN

VAR 28' - 40'

14' 14'0' - 6'

VAR. VAR.

-L- 17+00.00 - 28+85.58

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

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33793

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

NO

NN

ACNIK .C

M

AIL

LIW

33793

3:13:1

3:1 3:1

C1

E1

EARTH MATERIAL.

EXISTING PAVEMENT.

T

U

D1

AN AVERAGE RATE OF 168 LBS. PER SQ.YD.

PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT

I19.0B, AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD.

PROP. APPROX. 3.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE

THAN 2.5" OR GREATER THAN 4" IN DEPTH.

COURSE, TYPE I19.0B, TO BE PLACED IN LAYERS NOT LESS

PROPOSED VARIABLE DEPTH ASPHALT CONCRETE INTERMEDIATE

D2

AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD.

PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,

5/26/2017 5/26/2017

ITEM DESCRIPTIONSECT

801 CONSTRUCTION SURVEYING

1 LS GRADING

ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B

125

1

800 MOBILIZATION

610 TON ASPHALT CONCRETE BASE COURSE, TYPE B25.0B

610 TON ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B

610 TON

620 TON ASPHALT BINDER FOR PLANT MIX, GRADE PG64-22

1

QUANTITY UNIT

LS

1 LS

1605 LF

1660 ACRE SEEDING AND MULCHING

501661

1661 TON

SEED FOR REPAIR SEEDING

FERTILIZER FOR REPAIR SEEDING

LB

0.2

1615 ACRE

501620

1620 TON

0.5 TEMPORARY MULCHING

LB SEED FOR TEMPORARY SEEDING

FERTILIZER FOR TEMPORARY SEEDING0.25

RESPONSE FOR EROSION CONTROLEA4SP

LFSP

370

310 LF

TON #57 STONE

226

300 20 FOUNDATION CONDITIONING MATERIAL, MINOR STRUCTURESTON

300 40 SY FOUNDATION CONDITIONING GEOTEXTILE

COIR FIBER WATTLE

545 TON INCIDENTAL STONE BASE20

15" DRAINAGE PIPE130

240

500

101610 TON

TEMPORARY SILT FENCE

LBSP 2 POLYACRYLAMIDE

1631 SY MATTING FOR EROSION CONTROL

SUMMARY OF QUANTITIES5/28/99 SHEET NO.PROJECT REFERENCE NO.

3 W-5702A


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340 LF PIPE REMOVAL

852 SY 5" MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED)250

60

140

70

LS1 TEMPORARY TRAFFIC CONTROL

SFSP WORK ZONE ADVANCE/GENERAL WARNING SIGNING

LF1205

LF1205 THERMOPLASTIC PAVEMENT MARKING LINES (4", 90 MILS)

EA1205 THERMOPLASTIC PAVEMENT MARKING SYMBOLS (90 MILS)

LF1205 THERMOPLASTIC PAVEMENT MARKING LINES (24", 120 MILS)

THERMOPLASTIC PAVEMENT MARKING LINES (4", 120 MILS)

EA1205 THERMOPLASTIC PAVEMENT MARKING LINES (12",90 MILS)

2

2501

SP

STONE FOR EROSION CONTROL, CLASS B

5SP

44

278

96

4894

107

1 113.15 113.05 30'0.33%-L- 18+99.13 DRIVEWAY PIPELT

2 113.90 113.80 20'0.50%-L- 19+70.61 LT 21' DRIVEWAY PIPE

3 114.90 114.80 20'0.50%-L- 20+70.70 LT DRIVEWAY PIPE

4 115.60-L- 21+48.85 LT

J.B. STD. 840.3

1 O

R 840.3

2

G.D.I. FR

AM

E

WIT

H

GR

ATE STD. 840.2

2

G.D.I. FR

AM

E

WIT

H

TW

O

GR

ATES STD. 840.2

2

G.D.I. (N.S.) F

RA

ME

WIT

H

GR

ATE STD. 840.2

4

G.D.I. (N.S.) F

RA

ME

WIT

H

TW

O

GR

ATES STD. 840.2

4

SIZE A B

QU

AN

TITIE

S

FO

R

DR

AIN

AG

E

STR

UC

TU

RES

ENDWALLS

STATION

STR

UC

TU

RE

NO.

R.C.P.

C.S.P.

.109

.079

.109

PER E

AC

H (0' TH

RU 5.0')

5.0' TH

RU 10.0'

10.0'

AN

D

AB

OVE

* TO

TA

L L.F. FO

R P

AY

QU

AN

TIT

Y S

HA

LL BE C

OL.

'A' + (1.3

X C

OL.'

B')

FR

OM

TO

TYPE OF GRATE

FE GC.B. STD. 840.0

1

OR STD. 840.0

2

ABBREVIATIONS16-

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LO

CA

TIO

N (L

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T,

OR C

L)

4/04/06

REMARKS


3A

COMPUTED BY:

CHECKED BY: DATE:

DATE:03-08-16

03-10-16

LJ

TP

12" 15" 18" 24" 30" 36" 42" 48" 12" 36" 42" 48"


STANDARD 840.03

AND HOOD

FRAME, GRATES

CU. YDS.

OR GAUGE

THICKNESS

*FT.

LIN.

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TO

P ELE

VA

TIO

N

INVERT ELE

VA

TIO

N

INVERT ELE

VA

TIO

N

SLO

PE C

RITIC

AL

OTHERWISE)

NOTED

(UNLESS

STD. 838.80

OR

STD. 838.11

STD. 838.01,C.B.

N.D.I.

D.I.

J.B.

M.H.

CATCH BASIN

NARROW DROP INLET

DROP INLET

JUNCTION BOX

MANHOLE

TRAFFIC BEARING DROP INLETT.B.D.I.

T.B.J.B. TRAFFIC BEARING JUNCTION BOX

G.D.I. GRATED DROP INLET

G.D.I. (N.S.)(NARROW SLOT)GRATED DROP INLET

48"42"36"30"24"18"15"

DR

OP IN

LET (8

40.15)

CA

TC

H

BASIN

SEC

TIO

N

TR

AN

SITIO

NA

L

CO

NC

RETE

(RCP, CSP, CAAP, HDPE, or PVC)

DRAINAGE PIPE

CO

RR. STEEL ELB

OW

S

NO.

& SIZ

E

CO

NC.

CO

LLA

RS C

L. "B" C.Y. STD 840.7

2

CO

NC.

&

BRIC

K PIP

E PLU

G,

C.Y. STD. 840.7

1

PIP

E RE

MO

VA

L LIN.F

T.

DO

NO

T U

SE RC

P

DO

NO

T U

SE C

SP

DO

NO

T U

SE C

AAP

DO

NO

T U

SE

HD

PE

C.S. PIPE

15" 18" 24"

.064

.064

.064

.064

(CLASS III)

R.C. PIPE

12" 18" 24" 30" 36" 42" 48"15"

**" R.

C. PIP

E C

ULVERTS,

CO

NTR

AC

TO

R

DESIG

N

PIP

E

**" R.

C. PIP

E C

ULVERTS,

CO

NTR

AC

TO

R

DESIG

N

PIP

E

15" SID

E

DR

AIN

PIP

E

18" SID

E

DR

AIN

PIP

E

(CLASS IV)

R.C. PIPE

SUB-REGIONAL & REGIONALNOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout.

See "Standard Specifications For Roads and Structures, Section 300-5".

DR

OP IN

LET FR

AM

E

AN

D

GR

ATES (8

40.16)

5 115.64 115.54 20'0.50%-L- 25+20.64 LT 20' DRIVEWAY PIPE

6 114.17 114.07 20'0.50%-L- 27+23.61 LT

DO

T S

UPPLIE

D 95" X 67" C

AAP

W/H

EA

DW

ALLS

TOTAL: 130' 107'

STATION - STATION LOCATIONLINE REMOVAL (SY)

TOTAL

SAY

IN SQUARE YARDS

PAVEMENT REMOVAL SUMMARY

NOTE:

-L- 17+00.00 - 28+85.58

BORROWUNDERCUTLOCATION EMBT+%EXCAVATION

UNCLASSIFIED

0

SAY 567

567SUB TOTAL

IN CUBIC YARDS

SUMMARY OF EARTHWORK

WASTEEXCAVATION

BOX CULVERT

970

567970

970

LIST OF PIPES, ENDWALLS, ETC.

0

0

0

0

0

FOR AT THE CONTRACT LUMP SUM PRICE FOR "GRADING." GRUBBING AND REMOVAL OF EXISTING PAVEMENT WILL BE PAID EXCAVATION, BORROW EXCAVATION, FINE GRADING, CLEARING AND UNCLASSIFIED EXCAVATION, UNCLASSIFIED STRUCTURE APPROXIMATE QUANTITIES ONLY. DRAINAGE DITCH EXCAVATION,

W-5702A

DRIVEWAY PIPE

29'

21'115.50 0.50% 20'115.60

0.0'

16' DRIVEWAY PIPE

0

0

0

0

0

403

403

403

-L- -L- 17+00.00 - 28+85.58 0

100.0

0'

60.00'

60.00'

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

RE

VISIO

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HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

1 R/W SHEET NO.


4 W-5702A

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US

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NA

ME$$$$

8/17/99

NAD 83/95

NC GRID

Point North East Elevation Description10 620045.7930 2375519.4100

11 619913.7860 2375241.7410

12 620107.5360 2375826.4350

2375530.4900 117.7913

CP#10

CP#11

CP#12

CP#13

119.35

118.01

117.18

619758.2850

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

NO

NN

ACNIK .C

M

AIL

LIW

33793

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

NO

NN

ACNIK .C

M

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33793

Station

-L-10+00.00

North East Description

-L-11+31.79

-L-22+27.01

-L-25+25.58

-L-42+44.48

-L-44+31.81

-Y1-10+00.00

-Y1-12+24.28

-Y-10+00.00

-Y-12+11.71

619357.8168 2374341.1117 CL POT

619434.9985

619959.8834

620069.7276

621000.6516

621131.9269

619990.4968

620210.7478

619786.1340

619993.8766

2374447.9371

2375405.9670

2375683.5919

2377114.9851

2377248.6170

2375483.3408

2375441.0205

2375532.6700

2375491.8828

CL PC

CL PT

CL PC

CL PT

CL POT

CL POT

CL POT

CL POT

CL POT

PI Sta 16+82.25

D

L = 1,095.22'

T = 550.45'

R = 4,400.00'

PI Sta 33+96.66

D

L = 1,718.91'

T = 871.08'

R = 4,300.00'-L- PC Sta. 25+25.58-L- PT Sta. 22+27.01

-Y- POT Sta. 10+00.00

-Y- POT Sta. 12+11.71-L- POT Sta. 23+19.41

-L- POT Sta. 23+10.22-Y1- POT Sta. 10+00.00

-Y1- POT Sta. 12+24.28



T

T

HH

HH



MB 30, PG 210

BA





SNOW HILL

US 13 TO

CO

RB

ET

T

TO

WN

RD

BU

RR

ELFIE

LD

RD

1

6"

6"

4"

6"

8"

8"

CP#11

CP#10

CP#13

CP#12

4"

6"

6"

LOCATION

[ACRES]

TOTAL PARCEL AREA

[ACRES]

PARCEL AREA REMAINING

NO.

PARCEL PROPERTY OWNER NAME

RIGHT OF WAY AREA SUMMARY

0.0211 57.152 57.131LT -L-

[ACRES]

(RW)

AREA TO BE PURCHASED

DEBORAH B. HOLT

EMMETT R. BARTLETT &

50' LT-L- 23+93.79

50' LT-L- 23+50.21

92.82 LT-L- 23+58.31

30.00 RT-Y1- 11+00.14

30.00 RT-Y1- 10+56.56

30'-15"

20'-15"

20'-15"20'-15" 20'-15" 20'-15"

6

12

3 4 5

ELEVATIONINSTALL 6" WATERMAIN 3.0' BELOW GROUND

ELEVATIONINSTALL 6" WATERMAIN 3.0' BELOW GROUND ELEVATION

INSTALL 6" WATERMAIN 3.0' BELOW GROUND ELEVATION

INSTALL 8" WATERMAIN 3.0' BELOW GROUND ELEVATIONINSTALL 8" WATERMAIN 3.0' BELOW GROUND

TIE TO EXISTINGMECHANICAL JOI

NT RESTRAINT

45 DEGREE

-L-17+16.5

3; 45.0' RT

MECHANICAL JOINT RESTRAINT

45 DEGREE

TIE TO EXISITNG6"X6" 90 DEGREE BEND

-L-28+46.6

5; 45.0' RT


45 DEGREE


NT RESTRAINT

45 DEGREE

-L-23+50.6

2; 45.0'RT

6"X6"X6" T

EE

PIPEENCASEMENTBEGIN

PIPEENCASEMENT END

REDUCER8" TO 6"

C

C

C

C C

C

C

C

C CC

C CC

C

C

C

C C CC

CC

F F

GV

GV

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8/17/99

PMP1

NOTE

ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS FOR ROADS

AND STRUCTURES, NCDOT ROADWAY STANDARD DRAWINGS, AND THE

CURRENT EDITON OF THE MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES ( MUTCD ) . QUANTITIES FOR THESE ITEMS HAVE BEEN

PAINT MARKINGS AND TRAFFIC CONTROL DEVICES SHALL BE IN

PAVEMENT MARKING SCHEDULE

PAVEMENT MARKING LINES

ACCOUNTED FOR IN THE CONTRACT BID FORM. ALL EDGE LINES

SHALL BE 2' OFF EOP.

BA - THERMOPLASTIC ( LEFT ARROW, 90 MILS )

PAVEMENT MARKING SYMBOLS

AD

AA

AC

AE AA

AB

AHAF

AF

AD

AB

BA

AB - THERMOPLASTIC ( 4" WHITE, 120 MILS ) 9' MINI SKIP

AH

AE

ENGINEER

PRO

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ROADWAY DESIGN

BA

AG

AC

AF - THERMOPLASTIC ( 12" YELLOW, 90 MILS ) SOLID YELLOW DIAGONAL LINE

AA

AA

AA - THERMOPLASTIC ( 4" WHITE, 90 MILS ) EDGE LINE

AC - THERMOPLASTIC ( 4" WHITE, 120 MILS ) SOLID LANE LINE

AD - THERMOPLASTIC ( 4" YELLOW, 120 MILS ) SOLID DOUBLE YELLOW

AE - THERMOPLASTIC ( 24" WHITE, 120 MILS ) STOP BAR

AG - THERMOPLASTIC ( 4" YELLOW, 120 MILS ) SOLID YELLOW SKIP

AH - THERMOPLASTIC ( 4" WHITE, 120 MILS ) 6' MINI SKIP

-L- STA 17+00.00

BEGIN PROJECT W-5702A

-L- STA 28+85.58

END PROJECT W-5702A

5/26/2017

100.0

0'

60.00'

60.00'

09/08/99

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TIP P

ROJE

CT:

UTILITIES PROJECT DESIGNER

XXDE

PA

RT

M

ENT OF TRANSPO

RT

ATI

ON

ST

ATE

OF

NORTH CAR

OLI

NA

SEAL

0

0

0

PROFILE (HORIZONTAL)

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

0

00

SHEET NO.

UTILITY CONSTRUCTION PLANS

STATE OF NORTH CAROLINADIVISION OF HIGHWAYS

T.I.P. NO.

TYPE OF WORK: WATER MAIN RELOCATION

50 50

50 50

2010510

25 100

25 100

INDEX OF SHEETS

SHEET NO. DESCRIPTION

UC-1 TITLE SHEET

WATER OWNER ON PROJECT PREPARED IN THE OFFICE OF:


FAX (252) 830-3352PHONE (252) 439-2800GREENVILLE, NC 27835P.O. BOX 1587UC-2 SUMMARY OF QUANTITIES

UC-3 UTILITY CONSTRUCTION SHEET

UTILITIES ENGINEER

UC-4 DETAILS SHEET

DIVISION 2 - DDC

(NOT TO SCALE)

VICINITY MAP

UC-1

GREENE COUNTY

W-5702A

W-5702A

(1) SOUTH GREEN WATER CORPORATION

(2) GREEN COUNTY REGIONAL WATER SYSTEMS

WILLIAM C KINCANNON, PE

LOCATION: INTERSECTION OF US13 AND SR1151

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RICH GODLEY

ELEVATIONINSTALL 6" WATERMAIN 3.0' BELOW GROUND

ELEVATIONINSTALL 6" WATERMAIN 3.0' BELOW GROUND ELEVATION

INSTALL 6" WATERMAIN 3.0' BELOW GROUND

ELEVATION

INSTALL 8" WATERMAIN 3.0' BELOW GROUND ELEVATIONINSTALL 8" WATERMAIN 3.0' BELOW GROUND

1700

1701

1702

170317041705

17061707

1708

1709


NT RESTRAINT

45 DEGREE

-L-17+16.53

; 45.0' RT


45 DEGREE

TIE TO EXISITNG6"X6" 90 DEGREE BEND

-L-28+46.6

5; 45.0' RT


45 DEGREE


NT RESTRAINT

45 DEGREE

-L-23+50.6

2; 45.0'RT

6"X6"X6" T

EE

PIPEENCASEMENTBEGIN

PIPEENCASEMENT END

REDUCER8" TO 6"

PI Sta 16+82.25

D

L = 1,095.22'

T = 550.45'

R = 4,400.00'

PI Sta 33+96.66

D

L = 1,718.91'

T = 871.08'

R = 4,300.00'-L- PC Sta. 25+25.58-L- PT Sta. 22+27.01

-Y- POT Sta. 10+00.00

-Y- POT Sta. 12+11.71-L- POT Sta. 23+19.41-L- POT Sta. 23+10.22

-Y1- POT Sta. 10+00.00

-Y1- POT Sta. 12+24.28





MB 30, PG 210

BA





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US 13 TO

CO

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RD

BU

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LD

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1

6"

6"

4"

6"

8"

8"

CP#11

CP#10

CP#13

CP#12

4"

6"

6"

.52

.84 .37

.58

.82

GV

GV

1202

1151

1150

CO

RB

ET

T T

OW

N R

D

BU

RR

ELLFIE

LD R

D

5/26/2017


SUMMARY OF QUANTITIES

EA

QUANTITY UNIT ITEM DESCRIPTION

EA

LF

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8/17/99

LF536

UC-2

LF511

0.1 ACRES SEEDING AND MULCHING

6" GATE VALVE AND VALVE BOX

ENGINEER

UTILITIES

1

LF615 ABANDON 6" UTILITY PIPE

681

W-5702A

PRO

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8" GATE VALVE AND VALVE BOX

ABANDON 8" UTILITY PIPE

TEMPORARY SILT FENCELF

6" PVC PIPE - (AWWA C905)

8" PVC PIPE - (AWWA C905)

1200

SECTION

1510

1530

1660

1530

1510

1605

1515

1515 1

LF1540 60 10" ENCASEMENT PIPE

SP 416 LB DUCTILE IRON WATER PIPE FITTINGS

858 3 EA ADJUSTMENT OF VALVES

UTILITY CONSTRUCTION

5/26/2017

100.0

0'

60.00'

RE

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ENGINEER

UC3W-5702A

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UTILITIES

(1) 8" TO 6" REDUCER

(1) 6" TEE

(1) 6" 90 DEGREE BEND



DUCTILE IRON WATER FITTINGS:

field conditions.

type of fittings will vary based on

is 416 pounds. The actual quantity and

Water Pipe Fittings on this plan sheet

The estimated quantity of Ductile Iron

(SOUTH GREENE WATER CORPORATION)

OWNER OF THE EXISTING 6" WATERLINE

(GREENE COUNTY REGIONAL WATER SYSTEM)

OWNER OF THE EXISTING 8" WATERLINE

ELEVATION


ELEVATION


ELEVATION


ELEVATION


ELEVATION


TIE TO EXISTING


45 DEGREE

-L-17+16.53; 45.0' RT


45 DEGREE

TIE TO EXISITNG

6"X6" 90 DEGREE BEND

-L-28+46.65; 45.0' RT


45 DEGREE

TIE TO EXISTING


45 DEGREE

-L-23+50.62; 45.0'RT

6"X6"X6" TEE

PIPE

ENCASEMENT

BEGIN

PIPE

ENCASEMENT

END

REDUCER

8" TO 6"

PI Sta 16+82.25D

L = 1,095.22'T = 550.45'R = 4,400.00'

-L- PC Sta. 25+25.58

-L- PT Sta. 22+27.01

-Y- POT Sta. 10+00.00

-Y- POT Sta. 12+11.71-L- POT Sta. 23+19.41

-L- POT Sta. 23+10.22

-Y1- POT Sta. 10+00.00

-Y1- POT Sta. 12+24.28

-L- STA 17+00.00


-L- STA 28+85.58

END PROJECT W-5702A

T

T

HH

HH

NO REFERENCE

SNOW HILL, NC 28580

3568 HWY 13 SOUTH

JERUSALEM METHODIST CHURCH

MB 30, PG 210

DB 682, PG 241

SNOW HILL, NC 28580

3524 HWY 13 SOUTH

& JUDY C. TAYLOR

LARRY T. TAYLOR

MB 30, PG 210

B

A

MB 30, PG 210

DB 682, PG 237

SNOW HILL, NC 28580

3442 HWY 13 SOUTH

C/O ROGER GRANT

GRANT'S GAS & GROCERY, INC.

DB 444, PG 697

NEWPORT, NC 28570

270 NEWPORT LOOP RD.

WILLIAM M. CORBETT

MB 4, PG 77

DB 646, PG 490

ATLANTIC BEACH, NC 28512

P.O. BOX 908

CHRISTY D. BAKER

JENNIFER G. LETCHWORTH, ETAL

VICKIE B. KEEL

MB 4, PG 77

GARLAND, NC 28441

P.O. BOX 475

& DEBORAH B. HOLT

EMMETT R. BARTLETT

SNOW HILL

US 13 TO

CO

RB

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T

TO

WN

RD

BU

RR

ELFIE

LD

RD

1

6"

6"

6"

8"

8"

CP#11

CP#10

CP#12

4"

6"

6"

17 18 19 20 21 22

90

100

110

120

24 25 26 27 28

90

100

110

120

GV

GV

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O-RING


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8/17/99

UC-4

TOP OF PIPE

FILL

COMPACTED BACK

MATERIAL

EMBEDMENT HAUNCHING

MINIMUM

4" BEDDING

FOR 3' TO 14' DEPTHS

STANDARD BEDDING

TRENCH WALL

UNDISTURBED

COMPACTED BACK FILL

TRENCH WALL

UNDISTURBED

MATERIAL

EMBEDMENT

BACKFILL

INITIAL

HAUNCHING

BEDDING

PIPE

LINE OF

SPRING

FOR 14'-20' DEPTHS

SPECIAL BEDDING

6"

6" MINIMUM

NTS

TO SOIL TYPE, OR MOISTURE CONDITIONS.

3. STANDARD BEDDING SHALL BE UTILIZED FOR ALL CASES WHERE TRENCH BOTTOMS ARE UNSTABLE DUE

CLASS I MATERIAL.

2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY FOR

1. EMBEDMENT MATERIAL MUST BE CLASS I (NO. 67 OR NO. 78M WASHED STONE IS TYPICALLY USED).

NOTES:

JOINT GATE VALVE DETAIL

NTS

TYPICAL RESILIENT MECHANCIAL

1"

O-RING

O-RING

O-RING

NUT

2" OPERATING

SECTION VIEW

PLAN VIEWMAIN

7-

1/

2"

CL

MINIM

UM

AT 3000 P.S.I.

CONCRETE ENCASEMENT

(UNPAVED AREAS)

IN UNPAVED AREAS

GRADE

TYPICAL FINISHED

IN PAVED AREAS

GRADE

TYPICAL FINISHED

VALVE BOX COVER

BASE COURSE

CONCRETE MAY BE USED

H OR HB BITUMINOUS

12" THICKNESS I-2,

(PAVED AREAS)

VALVE BOX

CONTACT MAIN OR VALVE.

VALVE BOX SHOULD NOT

:NOTE TO CONTRACTOR

BACKFILL

TAMPED

VALVE

BACKFILL

TAMPEDBLOCKING

AT 3000 P.S.I.

CONCRETE ENCASEMENT

(UNPAVED AREAS)

CONCRETE MAY BE USED

H OR HB BITUMINOUS

12" THICKNESS I-2,

(PAVED AREAS) WATER

MAIN

1-

1/

2"

12"

MIN.

2'-0"

2'-

0"

5'-

0"

MA

XIM

UM

APPROPRIATE)

OR "SEWER" AS

(TO BE LABELED "WATER"

VALVE BOX COVER

TYPICAL VALVE BOX

NTS

AREAS.

3. PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED

MANUFACTURER APPROVED EXTENSION KIT.

IS NO GREATER THAN 5' (ft.) FROM THE SURFACE USING A

2. VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE DEPTH

1. ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED.

:NOTES BOTTOM SECTION

TOP SECTION

LID

WATER

7-5/16"

2"

4"

COMPLETE BOX

"SEWER" AS APPROPRIATE).

(TO BE LABELED WATER" OR

(RECESSED FLUSH).

1" RAISED LETTERING

OVER VALVE

BOX SHALL BE CENTERED

MANUFACTURER

SUPPLIED BY THE SAME

THE SAME MATERIAL AND

ALL PARTS SHALL BE OF

9"

7-5/8"

7-3/8"

6-3/8"

1-1/2"

1/4"

5-1/4"

5-3/4"

3/8"

8"

10-1/4"

6-1/2"

1-1/2"

2"

6-5/8"

7-1/8"

VA

RIA

BLE

VA

RIA

BLE

5-7/16"

7"

MANUFACTURED IN THE U.S.A.

3. ASSEMBLY SHALL BE DOMESTICALLY MADE AND

CAST FROM CLASS 35 GRAY IRON.

2. ENTIRE VALVE BOX ASSEMBLY & COVER SHALL BE

1. VALVE BOX COVER SHALL WEIGH A MINIMUM 26 lbs.

:NOTES

TYPICAL VALVE BOXNTS

(2) CLOSED PICKHOLES

TYPICAL BEDDING FOR FLEXIBLE & SEMI-RIGID PIPE

MINIMUM CONCRETE BLOCKING (C.Y.) *

4

6

8

10

12

14

16

18

20

24

CONCRETE SHALL BE 3000 P.S.I. MIX.

2) NO CONCRETE SHALL COVER BOLTS OR GLANDS.

1) FITTING SHALL BE WRAPPED WITH A MINIMUM 4 MIL PLASTIC.

:NOTES

EARTH

UNDISTURBED

31

31

31

31

32

43

1.0

311

321

2.0

3.03

14

3.0

312

2.0

211

1.0

43

21

31

31

31

31

21

32

43

1.0

311

321

312

DIAMETER INCHES

NOMINAL PIPE

DEAD ENDS

TEES &

*

NTS

STANDARD REACTION BLOCKING

ENGINEER

UTILITIES

W-5702A

PRO

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UTILITY CONSTRUCTION

DETAILS SHEET

5/26/2017

100.0

0'

60.00'

GRAPHIC SCALE

PLANS

STATE STATE PROJECT REFERENCE NO.

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

NO.TOTALSHEETS

N.C.SHEET



STATE OF NORTH CAROLINA

STATE OF NORTH CAROLINA16-

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0

ROADSIDE ENVIRONMENTAL UNIT

PLAN FOR PROPOSEDHIGHWAY EROSION CONTROL

EROSION AND SEDIMENT CONTROL MEASURES

CONSTRUCTION.

GRUBBING PHASE OF

FOR CLEARING AND

EROSION CONTROL PLANS

THIS PROJECT CONTAINS

Temporary Silt Ditch

Temporary Silt Fence

Silt Basin Type B

TSD

Stilling Basin

TDTemporary Diversion

Temporary Rock Silt Check Type-B

Temporary Rock Silt Check Type-A

Temporary Rock Sediment Dam Type-ATemporary Rock Sediment Dam Type-B

Type A

Type B

Type C

A

B

C


TSD

Std. # Description Symbol

Temporary Berms and Slope Drains

Rock Inlet Sediment Trap:

1630.031630.051605.01

1622.01

1633.01

1634.011634.021635.011635.021630.04

1632.01

1632.02

1632.03

Rock Pipe Inlet Sediment Trap Type-ARock Pipe Inlet Sediment Trap Type-B

Temporary Rock Sediment Dam Type A

Temporary Rock Sediment Dam Type B


Roadway Standard Drawings

The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design

revison thereto are applicable to this project and by reference hereby are considered a part of

these plans.

Rock Pipe Inlet Sediment Trap Type A

EC-1

1606.01 Special Sediment Control Fence

1634.01

1634.02

1635.01

1605.01

1630.01

Temporary Berms and Slope Drains

1606.01

1622.01

Special Sediment Control Fence

Riser Basin

1635.02 Rock Pipe Inlet Sediment Trap Type B

1604.01 Railroad Erosion Control Detail

1607.01 Gravel Construction Entrance

Skimmer Basin

STANDARDS.

SENSITIVE WATERSHED

BEEN DESIGNED TO

THIS PROJECT HAS

Tiered Skimmer Basin

Infiltration Basin

Special Stilling Basin1630.06

Temporary Rock Silt Check Type-A withMatting and Polyacrylamide (PAM)

Wattle/Coir Fiber Wattle

Wattle/Coir Fiber Wattlewith Polyacrylamide (PAM)

1630.02

1633.02

NATURAL RESOURCES DIVISION OF WATER QUALITY.

ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND

NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011

WITH THE REGULATIONS SET FORTH BY THE

THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY

Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest

1630.05 Temporary Diversion

1630.04 Stilling Basin

1630.03 Temporary Silt Ditch

1630.02 Silt Basin Type B

1630.06 Special Stilling Basin

1631.01 Matting Installation

1632.02

1632.01

Rock Inlet Sediment Trap Type B

Rock Inlet Sediment Trap Type A

1632.03 Rock Inlet Sediment Trap Type C

1633.01

1633.02 Temporary Rock Silt Check Type B

Temporary Rock Silt Check Type A

1640.01 Coir Fiber Baffle

1645.01 Temporary Stream Crossing

5025

Prepared in the Office of:

GREENVILLE, NC 27835

1704 NORTH GREENE STREET

2012 STANDARD SPECIFICATIONS

DIVISION 2 DDC

LOCATION:

(NOT TO SCALE)

VICINITY MAP

Certification #3510

Level III

Timothy Pinkham

INTERSECTION OF US 13 AND SR 1151

TIP P

ROJE

CT: W

-5702

A W-5702A

44848.2.1

44848.3.1 CONST

PE

RW

44848.1.1

3HSIP-0013(064)

HSIP-0013(064)

HSIP-0013(064)

PI Sta 16+82.25

L = 1,095.22'T = 550.45'R = 4,400.00'

-L- PC Sta. 25+25.58

-L- PT Sta. 22+27.01

-Y- POT Sta. 12+11.71-L- POT Sta. 23+19.41

-L- POT Sta. 23+10.22

-Y1- POT Sta. 10+00.00

-Y1- POT Sta. 12+24.28

CO

RB

ET

T

TO

WN

RD

6"

6"

6"

8"

8"

CP#11

CP#10

CP#12

4"

6"

6"

-L- STA 17+00.00


-L- STA 28+85.58

END PROJECT W-5702A

1202

1151

CO

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T T

OW

N R

D

GURGANUS RD

BU

RR

ELLFIE

LD R

D

100.0

0'

60.00'

60.00'

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0 50 1002550

PLANS

THE ENGINEER.

NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL REQUIRE PRIOR APPROVAL

BY ENGINEER.

ADDITIONAL EROSION CONTROL DEVICES MAY NEED TO BE INSTALLED

AS DIRECTED BY THE ENGINEER.

CONTRACTOR SHALL INSTALL SPECIAL SEDIMENT CONTROL FENCE OR

WATTLES IN LOW AREAS OF SILT FENCE AS NEEDED OR DIRECTED BY

SITE DESCRIPTION

SOIL STABILIZATION TIMEFRAMES

STABILIZATION TIME

7 DAYS

TIMEFRAME EXCEPTIONS

PERIMETER DIKES, SWALES, DITCHES AND SLOPES

HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE

SLOPES STEEPER THAN 3:1 7 DAYSIF SLOPES ARE 10' OR LESS IN LENGTH AND ARE

NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.

NONE

SLOPES 3:1 OR FLATTER 14 DAYS

14 DAYS

7 DAYS FOR SLOPES GREATER THAN 50' IN

LENGTH.

ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.

Std. # Description Symbol

1605.01

1632.03 Rock Inlet Sediment Trap Type C

SP Wattle with Polyacrylamide

SP Wattle

Ditch Flow Line

OF SILT FENCE AS NEEDED OR AS DIRECTED BY THE ENGINEER.

NOTE: THE CONTRACTOR SHALL INSTALL WATTLES IN LOW AREAS

W-5702A


PI Sta 16+82.25

R = 4,400.00'

PI Sta 33+96.66D

L = 1,718.91'T = 871.08'R = 4,300.00'

-L- PC Sta. 25+25.58

-L- PT Sta. 22+27.01

-Y- POT Sta. 10+00.00

-Y- POT Sta. 12+11.71-L- POT Sta. 23+19.41

-L- POT Sta. 23+10.22

-Y1- POT Sta. 10+00.00

-Y1- POT Sta. 12+24.28

30'-15"

20'-15"

20'-15"

20'-15"

20'-15"

20'-15"

6

1

23

4

5

-L- STA 17+00.00


-L- STA 28+85.58

END PROJECT W-5702A

TRSC-A

TRSC-A

TRSC-A

TRSC-A

TRSC-A

TRSC-A

W/ PAM

18" WATTLE

W/ PAM

18" WATTLE

W/ PAM

18" WATTLE

W/ PAM

18" WATTLE

W/ PAM

18" WATTLE

W/ PAM

18" WATTLE

T

T

NO REFERENCE

SNOW HILL, NC 28580

3568 HWY 13 SOUTH

JERUSALEM METHODIST CHURCH

MB 30, PG 210

DB 682, PG 241

SNOW HILL, NC 28580

3524 HWY 13 SOUTH

& JUDY C. TAYLOR

LARRY T. TAYLOR

MB 30, PG 210

B

A

MB 30, PG 210

DB 682, PG 237

SNOW HILL, NC 28580

3442 HWY 13 SOUTH

C/O ROGER GRANT

GRANT'S GAS & GROCERY, INC.

DB 444, PG 697

NEWPORT, NC 28570

270 NEWPORT LOOP RD.

WILLIAM M. CORBETT

MB 4, PG 77

DB 646, PG 490

ATLANTIC BEACH, NC 28512

P.O. BOX 908

CHRISTY D. BAKER

JENNIFER G. LETCHWORTH, ETAL

VICKIE B. KEEL

MB 4, PG 77

GARLAND, NC 28441

P.O. BOX 475

& DEBORAH B. HOLT

EMMETT R. BARTLETT

SNOW HILL

US 13 TO

CO

RB

ET

T

TO

WN

RD

BU

RR

ELFIE

LD

RD

1

CP#11

CP#10

CP#13

CP#12

C C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

CF

F

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8/17/99

CROSS SECTION

CROSS SECTION

TRAPEZOIDAL DITCH

VEE DITCH

ISOMETRIC VIEW

TOP VIEW

WATTLE WITH POLYACRYLAMIDE (PAM) DETAIL

EC-3W-5702A

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CROSS SECTION

CROSS SECTION

TRAPEZOIDAL DITCH

VEE DITCH

ISOMETRIC VIEW

TOP VIEW

WATTLE WITH POLYACRYLAMIDE (PAM) DETAIL

EC-3

TE

MP

OR

AR

Y

SI

LT

FE

NC

E

TE

MP

OR

AR

Y

SI

LT

FE

NC

E

1605.01 1605.01

1633.01 1633.01

TE

MP

OR

AR

Y

RO

CK

SI

LT

CH

EC

K

TY

PE

A'T

EM

PO

RA

RY

RO

CK

SI

LT

CH

EC

K

TY

PE

A'

CROSS SECTION

CROSS SECTION

TRAPEZOIDAL DITCH

VEE DITCH

ISOMETRIC VIEW

TOP VIEW

COIR FIBER WATTLE DETAIL

NOT TO SCALE

NATURAL GROUND

NATURAL GROUND

FLOW

2'(MAX.)

EDGE OF PAVEMENT

PAVEMENT

SHLD.

SLOPEBACK

SLOPE

DITCH

STAKE2' UPSLOPE

MATTING

STAKE2' DOWNSLOPE

STAKE2' UPSLOPE

MATTING

STAKE2' DOWNSLOPE

6'(MIN.)

12"(MIN.)

EXCELSIOR WATTLE

STAKEUPSLOPE

STAKEDOWNSLOPE

MATTING

MATTING

See Inset C

INSET C

See Inset B

INSET B

STAPLES

VAR.

2'(MIN.)

2 IN.

See Inset A

INSET A

STAKES

PAM

PAM(1 OZ.)

(1 OZ.)

PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.

WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY

INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE

TO BE APPLIED TO EACH WATTLE.

LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT

PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT

INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.

AND AT EACH END TO SECURE IT TO THE SOIL.

INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE

U SHAPE NOT LESS THAN 12" IN LENGTH.

PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A

TO WEDGE WATTLE TO BOTTOM OF DITCH.

INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE

WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.

ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND

USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.

USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.

NOTES:

PAM(2 OZ.)

FLOW

PAM(1 OZ.)

PAM(1 OZ.)

NOT TO SCALE

NATURAL GROUND

NATURAL GROUND

FLOW

2'(MAX.)

EDGE OF PAVEMENT

PAVEMENT

SHLD.

SLOPEBACK

SLOPE

DITCH

STAKE2' UPSLOPE

MATTING

STAKE2' DOWNSLOPE

STAKE2' UPSLOPE

MATTING

STAKE2' DOWNSLOPE

6'(MIN.)

12"(MIN.)

EXCELSIOR WATTLE

STAKEUPSLOPE

STAKEDOWNSLOPE

MATTING

MATTING

See Inset C

INSET C

See Inset B

INSET B

STAPLES

VAR.

2'(MIN.)

2 IN.

See Inset A

INSET A

STAKES

PAM

PAM(1 OZ.)

(1 OZ.)

PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.

WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY

INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE

TO BE APPLIED TO EACH WATTLE.

LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT

PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT

INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.

AND AT EACH END TO SECURE IT TO THE SOIL.

INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE

U SHAPE NOT LESS THAN 12" IN LENGTH.

PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A

TO WEDGE WATTLE TO BOTTOM OF DITCH.

INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE

WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.

ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND

USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.

USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.

NOTES:

PAM(2 OZ.)

FLOW

PAM(1 OZ.)

PAM(1 OZ.)

FILTER FABRIC

COMPACTED FILL

WIRE

NOTES

OF 6 LINE WIRES WITH 12" STAY

SPACING.

DIRECTED BY THE ENGINEER.

FILTER FABRIC

8"

4"

WIRE INTO TRENCH

EXTENSION OF FABRIC AND

8' MAX. WITH WIRE

(6' MAX. WITHOUT WIRE)

1 1 1 1

SHALL BE 12• GAUGE MIN.

MIDDLE AND VERTICAL WIRES

SHALL BE 10 GAUGE MIN.

TOP AND BOTTOM STRAND

RA

LEI

GH,

N.

C.

DI

VISI

ON

OF

HI

GH

WA

YS

DEP

T.

OF

TR

ANSP

OR

TA

TI

ON

NO

RT

H

CA

RO

LI

NA

ST

AT

E

OF

RA

LEI

GH,

N.

C.

DI

VI

SI

ON

OF

HI

GH

WA

YS

DE

PT.

OF

TR

AN

SP

OR

TA

TI

ON

NO

RT

H

CA

RO

LI

NA

ST

AT

E

OF

SHEET OF SHEET OF

EN

GLI

SH

ST

AN

DA

RD

DR

AWI

NG

FO

R

EN

GLI

SH

ST

AN

DA

RD

DR

AWI

NG

FO

R

STEEL POST - 2'-0" DEPTH

USE WIRE A MINIMUM OF 32"

IN WIDTH AND WITH A MINIMUM

USE FILTER FABRIC A MINIMUM

OF 36" IN WIDTH AND FASTEN

ADEQUATELY TO THE WIRE AS

PROVIDE 5'-0" STEEL POST OF THE

SELF-FASTENER ANGLE STEEL TYPE.

FLOW

A A

*T = 12" MIN., 18" MAX.

H

WIDTH

*T

PLAN

SECTION A-ASECTION B-B

B

B

2/3 CHANNEL

STRUCTURAL STONE

SEDIMENT CONTROL STONE

2' MIN

2' MIN

L=3xH

12"

1 1 1 1

RA

LEI

GH,

N.

C.

DI

VISI

ON

OF

HI

GH

WA

YS

DEP

T.

OF

TR

ANSP

OR

TA

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ON

NO

RT

H

CA

RO

LI

NA

ST

AT

E

OF

RA

LEI

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N.

C.

DI

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ON

OF

HI

GH

WA

YS

DE

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OF

TR

AN

SP

OR

TA

TI

ON

NO

RT

H

CA

RO

LI

NA

ST

AT

E

OF

SHEET OF SHEET OF

EN

GLI

SH

ST

AN

DA

RD

DR

AWI

NG

FO

R

EN

GLI

SH

ST

AN

DA

RD

DR

AWI

NG

FO

R

CONTROL STONE.

USE NO. 5 OR NO. 57 STONE FOR SEDIMENT

FOR STRUCTURAL STONE.

USE CLASS 'B' EROSION CONTROL STONE

NOTE

NATURAL GROUND

NATURAL GROUND

FLOW

2'(MAX.)

EDGE OF PAVEMENT

PAVEMENT

SHLD.

SLOPEBACK

SLOPE

DITCH

STAKE2' UPSLOPE

MATTING

STAKE2' DOWNSLOPE

STAKE2' UPSLOPE

MATTING

STAKE2' DOWNSLOPE

6'(MIN.)

12"(MIN.)

STAKEUPSLOPE

STAKEDOWNSLOPE

MATTING

MATTING

See Inset B

INSET B

STAPLES

VAR.

2'(MIN.)

2 IN.

See Inset A

INSET A

STAKES

STANDARD SPECIFICATIONS.

INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE

BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.

INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON

FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.

PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE

STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.

INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE

WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.

ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT

CROSS SECTION.

USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL

USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE.

NOTES:

COIR FIBER WATTLE

Rev 3/6/01

PROJ. REFERENCE NO. SHEET NO.

IN CUBIC YARDS


CROSS-SECTION SUMMARY

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X-1A

NOTE: EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT.

NOTE:

CONTRACT LUMP SUM PRICE FOR "GRADING." AND REMOVAL OF EXISTING PAVEMENT WILL BE PAID FOR AT THE BORROW EXCAVATION, FINE GRADING, CLEARING AND GRUBBING APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION,

UNCLASSIFIED

EXCAVATIONEMBANKMENT

LOCATIONUNDERCUT

0 0

W-5702A

17+00.00

17+50.00

20+00.00

20+50.00

26 7

50 15

60 23

50 27

35 11

23

67 32

75 29

71 33

60 35

36 27

17 24

9 12

18+00.00

18+50.00

18+84.00

19+00.00

19+50.00

21+00.00

21+50.00

22+00.00

22+50.00

23+00.00

5 023+50.00

(-L-)

25+50.00

26+00.00

26 2

47 4

52 12

48 27

46 39

38 42

20 40

11 37

9 32

7 24

24+00.00

24+50.00

25+00.00

26+50.00

27+00.00

27+50.00

28+00.00

28+50.00

2 1028+85.58

103

0000

1010

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20

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0

PROJ. REFERENCE NO.

115

115

120

120

110

110

17+

00.0

0

115

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120

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110

110

17+

50.0

0

115

115

120

120

110

110

18+

00.0

0

115

115

120

120

110

110

18+

50.0

0

115

115

120

120

125

125

110

110

18+

84.0

0

115

115

120

120

125

125

110

110

19+

00.0

0

115

115

120

120

125

125

110

110

19+

50.0

0

115

115

120

120

125

125

110

110

20+

00.0

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115

115

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110

110

20+

50.0

0

115

115

120

120

125

125

110

110

21+

00.0

0

X-1W5702A

-L-

2.5

5

3:1

116.7

31.71

%1.54

%

3:1

3:1

113.7

3

3:1

3:1

113.6

7

117.0

92.2

0

%2.4

9

%

113.4

6

3:1

3:1

113.3

5

3:1

3:1

117.2

42.13

%2.7

6

%

3:1

3:1

113.18

3:1

3:1

113.0

2

117.3

81.73

%3.4

8

%

113.0

0

3:1

3:1

112.8

0

3:1

117.5

11.71

%3.9

3

%

3:1

3:1

113.15

3:1

3:1

112.9

5

117.5

21.86

%3.5

7

%

113.6

2

3:1

3:1

113.4

3

3:1

3:1

117.6

01.77

%2.4

8

%

3:1

3:1

114.0

9113.9

0

3:1

3:1

117.8

10.9

6

%2.4

4

%

114.5

6

3:1

3:1

114.3

8

3:1

3:1

118.0

61.03

%1.89

%

3:1

3:1

115.0

3114.8

5

3:1

3:1

118.3

72.0

0

%0.9

9

%

0000

1010

1010

20

20

20

20

30

30

30

30

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40

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40

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SHEET NO.

10/26/98

0

PROJ. REFERENCE NO.

115

115

120

120

125

125

110

110

21+

50.0

0

115

115

120

120

125

125

110

110

22+

00.0

0

115

115

120

120

125

125

110

110

22+

50.0

0

120

120

125

125

115

115

23+

00.0

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120

120

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125

115

115

23+

50.0

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115

115

120

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110

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24+

00.0

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115

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110

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24+

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115

115

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25+

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115

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115

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26+

00.0

0

X-2W5702A

-L-

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W5702A rw-Default - NCDOT 2 Letting/07-12-2017/DB00351... · hsip-0013(064) hsip-0013(064) hsip-0013(064) t project length right of way date: ... pg 241 snow hill, nc 28580 3524 hwy

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