This electronic collection of documents is provided for ...

This electronic collection of documents is provided

for the convenience of the user

and is Not a Certified Document –

The documents contained herein were originally issued

and sealed by the individuals whose names and license

numbers appear on each page, on the dates appearing

with their signature on that page.

This file or an individual page

shall not be considered a certified document.

NA 2011

NA

D 83/

(SR 3045)CHURCH RDTO MT HOPE (SR 3056)

DAIRY RD

TO ROCK CREEK

3188

3189

3190

3097

3096

3217

3091 30563045

3093

3101

30943092

3045

3088

30993099

3103

3111

3056

3045

3237

3241

3056

3190

3188

3056

WHITSETT

61

3104

3255

3256

Big Ala

man

ce Creek

GUILFORD COUNTY

V

=

= 60 MPH

ADT 20160

0

0

PROFILE (HORIZONTAL)

PROJECT LENGTH

STATE STATE PROJECT REFERENCE NO.

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

NO.TOTALSHEETS

N.C.SHEET

1

DESIGN DATA

SIGNATURE:

SIGNATURE:

P.E.

P.E.

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

HYDRAULICS ENGINEER

ENGINEER

ROADWAY DESIGN

LOCATION:

TYPE OF WORK:

09/08/99

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

0

00

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CO

NT

RA

CT:

AR

TM

E

N

N

A

S

O H

DE

P

TOF TRA

SPO

RT

TIO

N

TA

TE

OF N RTC

A

RO

LIN

A

Prepared in the Office of:

KEITH A. SCHELL, EI

SANDRA P. HAYES, PERIGHT OF WAY DATE:

LETTING DATE:

2012 STANDARD SPECIFICATIONS

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

20 10 20 40

20 10 20 40

4 2 4 8

-L-

-L- STA. 12+12.00

PROP CULVERT

CREEK

THE LIMITS ESTABLISHED BY METHOD II.

CLEARING LIMITS ON THIS PROJECT SHALL BE PERFORMED TO

DETOURVICINITY MAP

N.T.S.

See Sheet 1-A For Index of Sheets

See Sheet 1-B For Standard Symbology Sheet

PROJECT

BEGIN

PROJECT

END

-L-

SR 3093 (OLD JULIAN RD) - 0.5 MI. E.

JCT. SR 3045 (MT HOPE CHUCH RD)17B

P.7.C.12

TOTAL LENGTH WBS PROJECT 17BP.7.C.12 = 0.024 MI

(SR 3045)CHURCH RDTO MT HOPE

590

FUNC CLASS = LOCAL

SR 3093 (OLD JULIAN RD)


-L- STA. 13+00.00

END PROJECT 17BP.7.C.12

-L- STA. 11+74.00

BEGIN PROJECT 17BP.7.C.12

CONSTRUCTION, & CULVERT

GRADING, PAVING, SHOULDER

NFRASTRUCTURE

CHARLOTTE, NORTH CAROLINA 28273

IUS IUSOF CAROLINA, INC.

N.C. LICENSE # C-1950

9140 ARROWPOINT BLVD, SUITE 200

REPLACE PIPE #40 2144 ON

17.BP.7.C.12

WB

S P

ROJE

CT:

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

32110

SANDRA P.HAYE

S

& VERTICAL STOPPING SIGHT DISTANCE.

DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED, VERTICAL ALIGNMENT,

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

041420

S

R

W

R

CH

.

S

RLE

I

ITOPHE

DocuSign Envelope ID: 93FDFC13-D092-40E3-AA79-B7E3D5C2409B

9/13/2017

9/13/2017

ENGINEER

SHEET NO.PROJECT REFERENCE NO.

1-A

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ROADWAY DESIGN

SHEET NUMBER SHEET

TITLE SHEET

INDEX OF SHEETS, GENERAL NOTES, AND LIST OF STANDARD DRAWINGS

CONVENTIONAL SYMBOLS

SURVEY CONTROL SHEET

PAVEMENT SCHEDULE, TYPICAL SECTIONS, AND IMPROVEMENT DETAILS

EROSION CONTROL PLANS

CROSS-SECTIONS

EFF. 01-17-2012REV. 10-30-20122012 ROADWAY ENGLISH STANDARD DRAWINGS

The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch - N. C.Department of Transportation - Raleigh, N. C., Dated January, 2012 are applicable to this project and byreference hereby are considered a part of these plans:

STD.NO. TITLE

DIVISION 2 - EARTHWORKMethod of Clearing - Method IIGuide for Grading Subgrade - Secondary and LocalMethod for Obtaining Superelevation - Two Lane Pavement

DIVISION 12 - PAVEMENT MARKINGS, MARKERS, AND DELINEATION

SUPEREVELATION:

ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. NO. 225.04

IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL SECTIONS.

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.

UTILITIES:

ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.

INDEX OF SHEETS

SUMMARY OF EARTHWORK, GUARDRAIL SUMMARY,

4 PLAN SHEET AND PROFILE SHEET

PAVEMENT MARKING PLANS PMP-1

TRANSPORTATION MANAGEMENT PLANSTMP-1 THRU TMP-4

EC-1 THRU EC-5

STANDARD DRAWINGS

DIVISION 8 - INCIDENTALS

DIVISION 3 - PIPE CULVERTS300.01 Method of Pipe Installation

DIVISION 5 - SUBGRADE, BASES, AND SHOULDERS560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method 1

MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD

SUBSURFACE PLANS:

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

CLEARING:

ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED

GRADING AND SURFACING: GRADE LINE:

REVISED: 07-30-2012 EFFECTIVE: 01-17-2012 2012 SPECIFICATIONSGENERAL NOTES:

USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. SUPERELEVATION

GENERAL NOTES

GUARDRAIL:

AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL.

225.02200.02

225.04

Pavement Markings - Line Types and Offsets1205.01

1-A

1

1-B

1-C

3

THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING CONSTRUCTION

RIGHT OF WAY AREA DATA, AND QUANTITIES

876.02 Guide For Rip Rap at Pipe Outlets

AND TWC/CHARTER/SPECTRUM (CATV).

UTILITY OWNERS ON THIS PROJECT ARE DUKE ENERGY (POWER), AT&T DISTRIBUTION (TELEPHONE),

NFRASTRUCTURE





STARTING WORK.

TWC/CHARTER: CONTRACTOR TO NOTIFY ROGER STANFIELD (336-215-3742/336-217-3460) PRIOR TO

2A

X-1 THRU X-3

SIGNATURE:

DATE:

17BP.7.C.12

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

32110

SANDRA P.HAYE

S

UO-1 THRU UO-2 UTILITIES BY OTHERS PLANS

9/8/2017

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.


1-B17BP.7.C.12

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

S 2

2

3

1

5

DARCE E GREESON HEIRS

RUBY ALICE GREESON HEIRSCATHY G GOSSETT

FREDDIE W &

DANIEL D JR & KARA J NORMAN

CATHY G GOSSETT

FREDDIE W &

HH

1

23

4

NC GRID

NAD 83 NA 2011

12" CMP

Point Northing Easting Elevation Description

TBM1

TBM2

BASELINE CONTROL

824470'

824504'

1818371'

1818711' 589.08'

580.36'

OffsetOwnerPole AlignmentOwner Number

DUKE

DUKE

DUKE

25.8'

33.7'

42.1'

30.2'

4

1

2

3 -EL-

-EL-

-EL-

NONEDUKE

Utilities

NONE POWER

POWER

POWER

PWR W/ TV

RRS SET IN 24" WALNUT

RRS SET IN 36" OAK

M95G415T

JBC15A2 -EL-

INV=566.66'INV=566.45'

INV=567.38'INV=567.26'

15" RCP

PB 147 PG 135

DB 7395 PG 786

DB 4857 PG 783

DB 7713 PG 2691

EXISTING R/W

EXISTING R

/W

EXISTING R/W

EXISTING R/W

TO SR 30566

0.0

0'

SR 3093 (O

LD JULIAN RD) 20

' BST

DATUM DESCRIPTION

THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT

IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY

CH ENGINEERING FOR MONUMENT "BL-100"

WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF

NORTHING: 824126.307(ft) EASTING: 1817556.737(ft)

ELEVATION: 633.97(ft)

THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT

(GROUND TO GRID) IS: 0.999935127

THE N.C. LAMBERT GRID BEARING AND

LOCALIZED HORIZONTAL GROUND DISTANCE FROM

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES

VERTICAL DATUM USED IS NAVD 88

100 824126.307' BL-100

101 824458.907' BL-101

102 824490.721' BL-102

103 824391.826' BL-103

633.97'

580.19'

587.88'

588.46'

1817556.737'

1818485.626'

1818705.561'

1818176.732'

BL-101

BL-102

60.0

0'

DB 4857 PG 783

DB 2307 PG 82

9' S

OIL

CHURCHTO MT H

OPE

WOODS

WOODS

WOODS

96" C

MP

96" C

MP

CONC

CONC

N 10

°32'4

3" W

179.7

1'

N 38°4

2'4

7" W

196.4

0'

N 22°0

6'5

8" W

267.6

1'

N 27°0

5'3

2" W

164.5

5'

S 71°

06'22

" W

62.54'

S 45°0

8'16"

W

49.0

3'

S 29°2

3'4

2" E

685.9

6'

RRS SET IN 36" OAKBM #2 EL=589.08'

RRS SET IN 24" WALNUTBM #1 EL=580.35'

"BL-100" TO -L- STATION 11+74.00 IS N70°40'30"E 915.7809'

"BL-101" TO -L- STATION 11+74.00 IS S65°27'30"W 71.1321'

RE

VISIO

NS

R/W SHEET NO.


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DRAWING NOT TO SCALE

SET FOR HORIZONTAL PROJECT BY CH ENGINEERING.INDICATES CONTROL REBAR WITH CAP USED OR

17BP.7.C.12 SURVEY CONTROL SHEET

1-C17BP.7.C.12

-L-

-L-

E = 1818420.9200

N = 824429.3621

-L- STA. 11+74.00


E = 1818544.8295

N = 824452.1318

-L- STA. 13+00.00


U

C1

W

MILLING DETAIL

V

RE

VISIO

NS

R/W SHEET NO.


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2A

TYPICAL SECTION NO. 3

-L- STA. 12+50.00 TO 13+00.00


-L- STA. 11+74.00 TO 11+86.00

-L- STA. 12+38.00 TO 12+50.00


-L- STA. 11+86.00 TO 12+38.00

EXIST.

GROUND

TO

VAR.

TO

8'-0"

EX.

10'-0"

EX.

10'-0"

TO

8'-0" VAR.

GRADEPOINT

VAR. EXISTING EXISTING VAR. EX.TO

5:1 EXIST.

GROUND

EXIST.

GROUND

VAR.

4:1TO

TO

16'-0"

VAR.

10'-0"

VARIES

10'-0"

GRADEPOINT

VARIES

TO

15'-0" VAR.

5:1 EXIST.

GROUND

GRADE TO THIS LINE

VAR.

EXIST.

GROUND

4:1

15'-0"

0.033

10'-0"

0.027

10'-0"

GRADEPOINT

0.042

15'-0"

0.080

VAR.

5:1 EXIST.

GROUND

GRADE TO THIS LINE GRADE TO THIS LINE

C1

V

C1

V

S

T T

S

C1 C1

S

T

E1 E1

T

S

S

T U T

S

-L-

CL

-L-

CL

-L-

CL

MATCH MATCH

2. EXISTING DITCHES NOT TO BE DISTURBED UNLESS OTHERWISE NOTED.

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

NOTES:

C1

EARTH MATERIALTEXISTING PAVEMENTU

V

S SHOULDER RECONSTRUCTION

AT AN AVERAGE RATE OF 168 LBS. PER SQ.YD.PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B,

PAVEMENT SCHEDULE

E1 AT AN AVERAGE RATE OF 627 LBS. PER SQ.YD IN EACH OF TWO LAYERS.PROP. APPROX. 11" ASPHALT CONCRETE BASE COURSE TYPE B25.0B,

E2THAN 5.5" IN DEPTH.BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERAT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TOPROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,

W PAVEMENT WEDGING (SEE WEDGING DETAIL)

C2BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TOPROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,

FROM TOLINE

-L-

-L- 12+38

BE

GIN

OR E

ND

CO

NSTR

UC

TIO

N

NOTE: MIRROR FOR END CONSTRUCTION

MILLING

PROP. SURFACE COURSE (1.5")

PROP. WEDGING

EXIST. PAVEMENT

1.5"

12.0'

C1E2

CLEXIST. PAVEMENT

C2U

E2

-L-

WEDGING DETAIL

3" MIN. 3" MIN.

11+74 11+86

12+50

EX.

2:1TO

EX. EX.

EX.

3:1

ROADWAY DESIGN

ENGINEER

SIGNATURE:

DATE:

17BP.7.C.12

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

32110

SANDRA P.HAYE

S

EX.

3:1 VAR.

0" to 1.5" DEPTH

MILLING BITUMINOUS PAVEMENT 0" TO 1.5" DEPTH

9/8/2017

ENGINEER


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8/17/99

ROADWAY DESIGN

3NFRASTRUCTURE





17BP.7.C.12

SIGNATURE:

DATE:

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

32110

SANDRA P.HAYE

S

12/13/2017

NA 2011

NA

D 83/

S

10'

10'

10'

10'

EL=581.88

STA. 11+74.00

BEGIN GRADE

EXISTING GROUND

PROPOSED GRADE

EL=580.33

STA. 12+50.00

END GRADE

GREESON HEIRSRUBY ALICE

1 2

GOSSETT

& CATHY G

FREDDIE W

3

KARA J NORMANDANIEL D JR &

5


2

CATHY G GOSSETT

FREDDIE W &

HH

13

4

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

-L-

9' S

OIL

WOODS

WOODS

WOODS

DB 7713 PG 2691

PG 783

DB 4857

DB 7395 PG 786

PB 147 PG 135DB 2307 PG 82



INV=566.45'

INV=566.66'

CONC

INV=567.38'

INV=567.26'

EX. 12" CMP

EX. 15" RCP

60.0

0'

60.0

0'

BL-102

-L-


DAIRY RD

TO ROCK CREEKSR 3093 (OLD JULIAN RD) 20' BST

BL-101

2

CONC

EX. 9

6" C

MP

EX. 9

6" C

MP

DB 4857 PG 783

PI Sta 11+69.69

D

L = 338.92'

T = 169.69'

R = 2,646.61'

PC Sta. 10

+00.0

0

EX

EX

EX

EX

EX

EX

10 11 12 13 14

-L- STA. 11+74.00


EX

EX

EX

EX

-L- STA. 13+00.00


PO

T

Sta. 14

+30.4

0

PT

Sta. 13

+38.9

2

0.0

120.0

42

0.0

27

0.0

42

0.0

27

0.0

42

+87

67' +43

67'

+50

60'+80

60'

+80

30'

+50

30'

+74

30'

+87

48' +43

48'

+53

30'

REMOVE EX. 2-96" CMPs

RE

VISIO

NS


4

R/W SHEET NO.8/17/99

$$$$$$

SY

STIM

E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

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NA

ME$$$$

-L-592

588

584

580

576

572

568

564

560

10 11 12 13 14 15

1'

1.5:1

1.5:1

RIP RAP

CLASS II GEOTEXTILE

2'

INLET/OUTLET SILL DETAIL

14'-11" X 9'-10" CASPPA

NOT TO SCALE

EST. 10 CY EXCAVATION

EST. 100 SY GEOTEXTILE

EST. 100 TONS CLASS II RIP RAP

SILL

SILL

PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.

NCDOT BEST MANAGEMENTAREA STABILIZED AND ACCORDING TO

INSTALL PIPE(S) IN JURISDICTIONAL AREAS WITHOUT IMPACTING STREAM UNTIL

CAUTION DURING INSTALLATION TO AVOID EXISTING AERIAL FACILITIES.

AERIAL FACILITIES TO REMAIN IN PLACE DURING CONSTRUCTION. USE

HYDRAULICS

ENGINEER

SIGNATURE:

DATE:

ROADWAY DESIGN

ENGINEER

SIGNATURE:

DATE:

17BP.7.C.12

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

32110

SANDRA P.HAYE

S

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

041420

S

R

W

R

CH

.

S

RLE

I

ITOPHE

(-) 3.57%

EXIST.

DS=25 MPH

K=25.80

VC=181.41' (TOTAL)

EL=578.70

PI=12+64.53

(+) 3.55%

EXIST.

VERTICAL STOPPING SIGHT DISTANCE

DESIGN SPEED, VERTICAL ALIGNMENT, &

* DESIGN EXCEPTION REQUIRED FOR

RIP RAP

CLASS II

RIP RAP

CLASS II

SILL

SILL

SKEW=90

W/ HEADWALL

14'-11" X 9'-10" CASPPA

C ELEV.=580.87'

C STA. 12+12 -L-L

L

INLET FACE

1 @ 14'-11" X 9'-10" CASPPA

NATURAL GROUND LT.

NATURAL GROUND RT.

L

L

C STA. 12+12 -L-

C ELEV.=580.87'

1 @ 14'-11" X 9'-10" CASPPA W/ HEADWALL

SKEW=90

F

F

F

F

F

F

F

DocuSign Envelope ID: F26B3615-DE43-451B-BEC4-86AD7DC9917F

12/14/2017 12/13/2017

PRO

FESSIONAL

ENGINEER

N

ORT

H CAROLIN

A

SEAL

15876

MICHAEL T. RZE

PKA

DETOUR ROUTE

TYPE OF WORK:

LOCATION:

GRADING, PAVING, DRAINAGE AND STRUCTURE

VICINITY MAP

STATE OF NORTH CAROLINADIVISION OF HIGHWAYS TMP-1

SHEET NO.

ICA

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8/25/2017

TRAFFIC CONTROL PROJECT ENGINEER

TRAFFIC CONTROL PROJECT DESIGN ENGINEER

TRAFFIC CONTROL DESIGN ENGINEER

INDEX OF SHEETS

SHEET NO. TITLE

TRANSPORTATION MANAGEMENT PLAN

WORK ZONE SAFETY & MOBILITY

ONFOE

T

AT

S

DE

PA

RT

ME

NT

OF TRANSPO

RT

ATIO

N

ANI

LO

R

AC

HTR

NFOE

TA

TS

DE

PA

RT

ME

NT

OF RAT NSP

OR

TA

TI

ON

AN

IL

OR

AC

HTRO

"from the MOUNTAINS to the COAST"

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

ON

E TRAFFIC

C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

T

TR

APPROVED:

DATE:

SEAL

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

3111

LIMITSPROJECT

GUILFORD COUNTY

17B

P.7.C.12

3056

3093

3045

3088

3092

3045

3091

3045

30973056

3108

3127

61

61

3616

3735

3111

3094

LEGEND

TRAFFIC CONTROL DEVICES

STATIONARY SIGN

BARRICADE (TYPE III)

TEMPORARY SIGNING

NORTH ARROW

GENERAL

3093

3045

3103

NC License No: F-0258

Raleigh, NC 27607Suite 100

5121 Kingdom Way,ICA Engineering, Inc.

Y. MARIOTTE

M. T. RZEPKA, P.E.

OF JCT. SR 3045 (MT HOPE CHURCH RD)

SR 3093 (OLD JULIAN RD) - 0.5 MILES EAST

PREPARED FOR N.C.D.O.T.- DIVISION 7 BY:

ROAD CLOSURE SIGNS, DETOUR SIGNS AND SIGN DESIGNTMP-4

DETOUR PLAN OLD JULIAN ROAD CLOSURETMP-3

GENERAL NOTES, AND PHASING

TRANSPORTATION OPERATIONS PLAN: MANAGEMENT STRATEGY

LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS AND TMP-2

AND LEGEND

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

WB

S P

ROJE

CT:

M. ULA, P.E.

8/25/2017

17BP.7.C.12

ICA

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P.7.C.12_t

mp_title

_2.d

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8/25/2017

SHEET NO.PROJ. REFERENCE NO.

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

ON

E TRAFFIC

C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

T

TR

APPROVED:

DATE:

SEAL



PLAN

OPERATIONS

TRANSPORTATION

DRAWINGS &

ROADWAY STANDARD

MANAGEMENT STRATEGY

PHASING

ROADWAY STANDARD DRAWINGS

TITLESTD. NO.

PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,

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

ARE CONSIDERED A PART OF THESE PLANS:

DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY

1145.01 BARRICADES

1110.01 STATIONARY WORK ZONE SIGNS

1101.11 TRAFFIC CONTROL DESIGN TABLES

1101.03 TEMPORARY ROAD CLOSURES

GENERAL NOTES

TMP-2




DURING CONSTRUCTION.

MAINTAIN ACCESS TO RESIDENCES AND BUSINESSES AT ALL TIMES E)

MISCELLANEOUS

TRAFFIC PATTERN.

D) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY

DETOUR WHEN THE DETOUR IS NOT IN OPERATION.

COVER OR REMOVE ALL SIGNS REQUIRED FOR THE OFF-SITE

TO CLOSE THE ROAD WHEN ROAD CLOSURE IS NOT IN OPERATION.

C) COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED

IN THE TRAFFIC CONTROL PLANS.

PROVIDE SIGNING REQUIRED FOR THE OFF-SITE DETOUR ROUTE AS SHOWN

TO THE ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS.

B) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING

SIGNING

TRAFFIC PATTERN ALTERATION.

A) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY

TRAFFIC PATTERN ALTERATIONS

OR DIRECTED BY THE ENGINEER.

THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN

THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF

ENGINEER.

SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE

OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,

TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED

DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE

CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL

UPON COMPLETION OF CONSTRUCTION.

SR 3093 (OLD JULIAN RD) WILL BE REOPENED TO 2-LANE/2-WAY TRAFFIC

AND SR 3045 (MT HOPE CHURCH RD).

PLACED ON AN OFF-SITE DETOUR ALONG SR 3056 (ROCK CREEK DAIRY RD)

WILL BE CLOSED AT THE CONSTRUCTION LIMITS AND TRAFFIC WILL BE

(OLD JULIAN RD). DURING CONSTRUCITON, SR 3093 (OLD JULIAN RD)

THIS PROJECT CONSISTS OF REPLACING A CULVERT UNDER SR 3093

REMOVE ALL WORK ZONE TRAFFIC CONTROL DEVICES.

STEP 5

SR 3093 (OLD JULIAN RD) AND OPEN ROAD TO TRAFFIC.

AWAY FROM TRAFFIC, PLACE FINAL PAVEMENT MARKINGS AND MARKERS ON

STEP 4

AWAY FROM TRAFFIC, CONSTRUCT PROPOSED CULVERT AND ROADWAY.

STEP 3

AWAY FROM TRAFFIC, REMOVE EXISTING CULVERT.

STEP 2

TRAFFIC (SEE TMP-3).

CLOSURE AND DETOUR SIGNS. CLOSE SR 3093 (OLD JULIAN RD) AND DETOUR

USING ROADWAY STANDARD DRAWING 1101.03 (SHEET 1 OF 9), INSTALL ROAD

STEP 1

PRO

FESSIONAL

ENGINEER

N

ORT

H CAROLIN

A

SEAL

15876

MICHAEL T. RZE

PKA

8/25/2017

PRO

FESSIONAL

ENGINEER

N

ORT

H CAROLIN

A

SEAL

15876

MICHAEL T. RZE

PKA

ICA

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DE

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O

RT

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ON

TA

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OF

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R

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NA

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C

ON

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ST

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I

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APPROVED:

DATE:

SEAL



17BP.7.C.12




ED

C

3111

3056

3093

3045

3092

3045

30973056

3735 3111

3093

3088

3045

3094

3103

D E

A

B

M

H

F

G

K

M

I

CHURCH RD

MT HOPE

JULIAN RD

OLD

US 70

NC 61

NC 61

DETOUR ROUTE

J

ROAD CLOSURE

(SR 3093)

OLD JULIAN RD

DETOUR PLAN

I

H

OF 9) FOR APPLICABLE NOTESREFER TO RSD 1101.03, (SHEET 1

SIGNS AND DETOUR SIGNSSEE SHEET TMP-4 FOR ROAD CLOSURE NOTES:

DAI

RY

RD

RO

CK

CR

EE

K

CH

UR

CH

RD

MT

HOPE

TMP-3

L

L

8/25/2017

PRO

FESSIONAL

ENGINEER

N

ORT

H CAROLIN

A

SEAL

15876

MICHAEL T. RZE

PKA

I CA

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ATI

ON

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APPROVED:

DATE:

SEAL



17BP.7.C.12




A

ROAD

CLOSED

R11-2

48'' x 30''

TYPE III BARRICADE(S) 48'' X 48''

ROAD

CLOSED

500 FTW20-3

48'' X 48''

ROADCLOSED1000 FT

W20-3

48'' X 48''

AHEAD

ROAD

CLOSED

W20-3

48'' X 48''

AHEAD

DETOUR

W20-2

NEXT LEFT42'' X 12''

SP-4LNEXT RIGHT

42'' X 12''

SP-4R

M4-8

24'' X 12''

DETOUR

21'' X 15''

M6-1 L M6-1

21'' X 15''

M4-8

24'' X 12''

DETOUR

M4-10L

R11-4

60'' x 30''

DETOUR 48" x 18"

ROAD CLOSED

TO

THRU TRAFFIC

TYPE III BARRICADE

B C D E F

H IG

M4-10R

R11-4

60'' x 30''

DETOUR 48" x 18"

ROAD CLOSED

THRU TRAFFIC

TO

TYPE III BARRICADE

M4-8

24'' X 12''

DETOUR

L

M6-3

21'' X 15''

DETOUR

END

24'' X 18''

M4-8 A

MK

TMP-4

J

36'' X 30''

HTSYMBOL X WIDY

HEIGHT:

SIGN NUMBER:

TYPE:

QUANTITY:

SIGN WIDTH:

TOTAL AREA:

BORDER TYPE:

NO. Z BARS:

RECESS:

WIDTH:

RADII:

COPY COLOR:

BACKG COLOR:CHECKED BY:DESIGN BY:

DATE:

PROJECT ID: DIV:

LENGTH:

NORTH CAROLINA D.O.T. SIGN DETAIL

LETTER POSITIONS

2'-6"

3'-0"

7.5 Sq.Ft.

INSET

0.47"

0.63"

1.5"

Black

Letter spacings are to start of next letterText Length

Series/Size

C12_tmp_detour_4FILENAME:

Mar 31, 2017

MAT'L: 0.080" (2.0 mm) ALUMINUM

1.

2.

USE NOTES: 1,2

Spacing Factor is 1 unless specified otherwise

Fluorescent Orange

STATIONARY

SEE PLANS

Legend and border shall be direct applied black

non-reflective sheeting.

Background shall be NC GRADE B fluoresent orange

retroreflective sheeting.

panelStyle:construction_guide 5in letters.ssilevels:GSCOLORFILL|GSBWFILL|GSOUTLINEchevronShoulderRadius:12.000

7.15" 15.7" 7.15"

2'-6"

6.7"

5"C

3.8"

5"C

3.8"

5"C

6.7"

3'-

0"

BORDER

R=1.5"

TH=0.63"

IN=0.47"

11.1

O

3.8

l

1.5

d

2.6 11.1 7.9

C 2000

7.2

J

3.5

u

3.5

l

1.6

i

1.3

a

3.3

n

2.6 7.2 15.7

C 2000

9

R

3.4

o

3

a

3.1

d

2.6 9 12.1

C 2000

Old Julian Rd mtr

17BP.7.C.12 7

AND SPECIAL SIGN

DETOUR SIGNS

ROAD CLOSURE SIGNS,

panelStyle:construction_guide 5in letters.ssi panelStyle:construction_guide 5in letters.ssi panelStyle:construction_guide 5in letters.ssi panelStyle:construction_guide 5in letters.ssi

48'' X 48''

AHEAD

ROAD

CLOSED

W20-3

48'' X 48''

AHEAD

ROAD

CLOSED

W20-3

36'' X 30'' 36'' X 30'' 36'' X 30''

8/25/2017

TB

TA

SYMBOL AND PAVEMENT MARKING LEGEND

TA

TB

TA

-L- 11+74.00-L- 13+00.00

10'

10'

WHITE (4", 90 MIL)

YELLOW (4", 90 MIL)

CO

NT

RA

CT:

$$$$$$

SY

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E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

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STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

ROADWAY STANDARD DRAWING

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

CONSIDERED A PART OF THESE PLANS:

PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,

GENERAL NOTES

STD. NO. TITLE

PAVEMENT MARKING PLAN


1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS

DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE

PLAN PREPARED BY: US Infrastructure of Carolina, INC.

Project Engineer

PAVEMENT MARKING SCHEDULE

THE EXTRUDED THERMOPLASTIC PAY ITEM.

AND DIAGONALS. IF HEATED-IN-PLACE IS USED, IT SHALL BE PAID FOR USING

IN LIEU OF EXTRUDED THERMOPLASTIC FOR STOP BARS, SYMBOLS, CHARACTERS

I) UNLESS OTHERWISE SPECIFIED, HEATED-IN-PLACE THERMOPLASTIC MAY BE USED

THE ENGINEER.

D) PASSING ZONES WILL BE DETERMINED IN THE FIELD AND MUST BE APPROVED BY

C) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS.

B) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.

PERMANENT RAISED THERMOPLASTIC ALL ROADS

MARKER MARKING ROAD NAME

AS FOLLOWS:

A) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE

OR DIRECTED BY THE ENGINEER.

THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN,

THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF

PMP-1

Project Design EngineerKeith A. Schell, EI

Sandra P. Hayes, PE

GUILFORD COUNTY

NC GRIDNAD 83 NA 2011

0

GRAPHIC SCALE

20 401020

-L-


-L-


NFRASTRUCTURE





17BP.7.C.12

WB

S: 17

BP.7.C.12 ROADWAY DESIGN

ENGINEER

SIGNATURE:

DATE:

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

32110

SANDRA P.HAYE

S

60.0

0'

60.0

0'


DAIRY RD

TO ROCK CREEK

9/8/2017

NA 2011

NA

D 83/

-L-

-L- STA. 12+12.00

PROP CULVERT

CREEK

-L-

(SR 3045)CHURCH RDTO MT HOPE



-L- STA. 13+00.00


-L- STA. 11+74.00


NFRASTRUCTURE





STATE STATE PROJECT REFERENCE NO.

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

NO.TOTALSHEETS

N.C.SHEET


$$$$$$

SY

STIM

E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

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NA

ME$$$$

PLAN FOR PROPOSEDHIGHWAY EROSION CONTROL EROSION AND SEDIMENT CONTROL MEASURES

Temporary Silt Ditch

Temporary Silt Fence

Silt Basin Type B

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

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

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

EW

CFW

ROADSIDE ENVIRONMENTAL UNIT

Raleigh, NC 27611

1 South Wilmington St.

2012 STANDARD SPECIFICATIONS

Prepared in the Office of:

NAME LEVEL III CERTIFICATION NO.

Reviewed by:

Reviewed in the Office of:

Designed by:

SANDRA P. HAYES, PE

GUILFORD COUNTY

2012 STANDARD DRAWINGS

3280

(SR 3056)

DAIRY RD

TO ROCK CREEK

LOCATION:

TYPE OF WORK:

CONSTRUCTION, & CULVERT

GRADING, PAVING, SHOULDER

CONSTRUCTION.

GRUBBING PHASE OF

FOR CLEARING AND

EROSION CONTROL PLANS

THIS PROJECT CONTAINS

GRAPHIC SCALE

PLANS


PROFILE (VERTICAL)

10 20

10 20

2 4

0

0

0

RESOURCES.

RESOURCES DIVISION OF WATER

OF ENVIRONMENT AND NATURAL

THE NORTH CAROLINA DEPARTMENT

AUGUST 1, 2016 AND ISSUED BY

CONSTRUCTION PERMIT EFFECTIVE

BY THE NCG-010000 GENERAL

THE REGULATIONS SET FORTH

CONTROL PLANS COMPLY WITH

THESE EROSION AND SEDIMENT

17BP.7.C.12

WB

S P

ROJE

CT: 17B

P.7.C.12

AARON HARPER

REPLACE PIPE #40 2144 ON

SR 3093 (OLD JULIAN RD) - 0.5 MI. E.

JCT. SR 3045 (MT HOPE CHUCH RD)

FLOW

A A

WIDTH

PLAN

SECTION A-ASECTION B-B

B

B

2/3 CHANNEL

STRUCTURAL STONE

SEDIMENT CONTROL STONE

12"

EXCELSIOR

MATTING

EXCELSIOR

MATTING

CLASS B STONE

PAM

INSET A

See Inset A

USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR

MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.

TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL

EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.

EXCELSIOR

MATTING CLASS B STONE

R/W SHEET NO.


R/W SHEET NO.


NOT TO SCALE

TEMPORARY ROCK SILT CHECK TYPE 'A' WITH

EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)

PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN

A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE

MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT

TO BE APPLIED TO EACH ROCK SILT CHECK.

INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)

(4 OZ.)

H = 2' MIN

1' MIN

1' MIN

INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN

ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01.

NOTES:

EC-217BP.7.C.12

4

SUBTOTAL

MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER

TOTAL

SAY

SIDESTATION

TO

STATION

FROM LINE

SHEET NO.

CONSTESTIMATE (SY) STATION

TOSIDESTATION

FROM LINE

SHEET NO.

CONSTESTIMATE (SY)

MATTING FOR EROSION CONTROL PERMANENT SOIL REINFORCEMENT MAT

SUBTOTAL

TOTAL

SAY

ADDITIONAL PSRM TO BE INSTALLED



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.

SOIL STABILIZATION SUMMARY SHEET

4

-L-

-L-

11+74 lt 500

EC-3

11+74

13+00

13+00 rt 350

850

900

900

50

17BP.7.C.12

NA 2011

NA

D 83/

S

10'

10'

10'

10'


1 2

GOSSETT

& CATHY G

FREDDIE W

3


5


2

CATHY G GOSSETT

FREDDIE W &

586

584 582 57

857

6

574

572

574

576

578

582

584

586

585

580

575

580

585 590

595

575

575

570

HH

13

4

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

-L-

9' S

OIL

WOODS

WOODS

WOODS

N 22°0

6'5

8" W

DB 7713 PG 2691

PG 783

DB 4857

DB 7395 PG 786

PB 147 PG 135DB 2307 PG 82



INV=566.45'

INV=566.66'

CONC

INV=567.38'

INV=567.26'

EX. 12" CMP

EX. 15" RCP

60.0

0'

60.0

0'

BL-102

-L-


DAIRY RD


BL-101

2

CONC

EX. 9

6" C

MP

EX. 9

6" C

MP

N 27°0

5'3

2" W

164.5

5'

DB 4857 PG 783

PI Sta 11+69.69

D

L = 338.92'

T = 169.69'

R = 2,646.61'

PC Sta. 10

+00.0

0

EX

EX

EX

EX

EX

EX

10 11 12 13 14

-L- STA. 11+74.00


EX

EX

EX

EX

-L- STA. 13+00.00


PO

T

Sta. 14

+30.4

0

PT

Sta. 13

+38.9

2

0.0

120.0

42

0.0

27

0.0

42

0.0

27

0.0

42

+87

67' +43

67'

+50

60'+80

60'

+80

30'

+50

30'

+74

30'

+87

48' +43

48'

+53

30'


RE

VISIO

NS

R/W SHEET NO.


$$$$$$

SY

STIM

E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$

8/17/99

0

GRAPHIC SCALE

20 401020

EC-4/CONST.4

ENGINEER.

NEED TO BE INSTALLED AS DIRECTED BY THE

ADDITIONAL EROSION CONTROL DEVICES MAY

REQUIRE PRIOR APPROVAL BY ENGINEER.

NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL

NOTE:

UTILIZE TEMPORARY SEDIMENT BASIN OR SPECIAL STILLING

BASIN(S) AS STILLING BASIN WHERE APPLICABLE.

NOTE:

PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B

DRAINAGE OUTLETS.

AND TEMPORARY ROCK SILT CHECKS TYPE - A AT INSTALLED DURING CLEARING AND GRUBBING PHASE.

PERIMETER EROSION CONTROL MEASURES SHALL BE

NOTE:

LOCATED WITHIN EXISTING R/W OR EASEMENT.

ALL EROSION CONTROL DEVICES SHOWN ARE

NOTE:

12,000 SF

DISTURBED AREACONSTRUCTION SHEET 4

EROSION CONTROL FOR

CLEARING AND GRUBBING

17BP.7.C.12

RIP RAP

CLASS II

RIP RAP

CLASS II

SILL

SILL

SKEW=90

W/ HEADWALL

14'-11" X 9'-10" CASPPA

C ELEV.=580.87'

C STA. 12+12 -L-L

L

F

F

F

F

F

F

F

NA 2011

NA

D 83/

10'

10'

10'

10'


1 2

GOSSETT

& CATHY G

FREDDIE W

3


5


2

CATHY G GOSSETT

FREDDIE W &

13

EXISTING R/W

EXISTING R/W

9' S

OIL

WOODS

DB 7713 PG 2691

PG 783

DB 4857

DB 7395 PG 786

PB 147 PG 135DB 2307 PG 82


INV=566.45'

INV=566.66'

CONC

INV=567.38'

INV=567.26'

EX. 12" CMP

60.0

0'SR 3093 (OLD JULIAN RD) 20' BST

BL-101

2

CONC

EX. 9

6" C

MP

EX. 9

6" C

MP

N 27°0

5'3

2" W

DB 4857 PG 783

PI Sta 11+69.69

D

L = 338.92'

T = 169.69'

R = 2,646.61'

EX

EX

11 12 13 14

-L- STA. 11+74.00


EX

EX

EX

EX

-L- STA. 13+00.00


PT

Sta. 13

+38.9

2

0.0

120.0

42

0.0

27

0.0

42

0.0

27

0.0

42


RE

VISIO

NS

R/W SHEET NO.


$$$$$$

SY

STIM

E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$

8/17/99

CONSTRUCTION SEQUENCE

0

GRAPHIC SCALE

20 401020



NOTE: EC-4A/CONST.417BP.7.C.12

IMPERVIOUS DIKE

AREAWORK

& DE-WATERING CONFIGURATION

CULVERT/PIPE PUMP-AROUND FLOW DIVERSION

PLAN VIEW

PROFILE VIEW

SPECIAL STILLING BASIN AND TEMPORARY STABILIZED OUTLET

IMPERVIOUS DIKE DETAIL

SECTION A-A

FOR DRAINAGE

GEOTEXTILE

CONTROL STONE

8" OF SEDIMENT

STABILIZED OUTLET)

(TIE TO TEMPORARY

TOP OF BANK

BASIN

STILLING

SPECIAL

CULVERT

TEMPORARY

FLEXIBLE HOSE

DE-WATERING PUMP

(DE-WATERING BAG)

SPECIAL STILLING BASIN

STREAM BANK

STABILIZED OUTLET TO

CLEAN WATER PUMP-AROUND PUMP

TEMPORARY FLEXIBLE HOSE

IMPERVIOUS DIKE

FLOW

FLO

W

TOP OF BANK (TYP.)

TOE OF BANK (TYP.)

TO STREAM BANK

STABILIZED OUTLET

FLOW

TEMPORARY

FLEXIBLE HOSE

EXISTING

TERRAIN

APPROXIMATE BASE

FLOW WATER LEVEL

AREA

WORKING

IMPERVIOUS MEMBRANE

FLOW

SANDBAG / STONE / SHEET PILE

7.

6.

5.

4.

3.

2.

1.

NOTES:

REQUIRE THE USE OF AN IMPERVIOUS FABRIC MEMBRANE/GEOTEXTILE .

DIKES ARE SAND BAGS, STONE, OR SHEET PILES. USE OF SAND BAGS OR STONE SHALL

CONTRIBUTE TO SILTATION OF THE STREAM. ACCEPTABLE MATERIALS FOR IMPERVIOUS

AND SHALL NOT PERMIT SEEPAGE OF WATER INTO THE CONSTRUCTION SITE OR

IMPERVIOUS DIKES SHALL BE CONSTRUCTED TO ISOLATE THE IN-STREAM WORKING AREA

SPECIAL STILLING BASINS AND TEMPORARY STABILIZED OUTLETS.

GEOTEXTILE FABRIC FOR DRAINAGE SHALL BE USED UNDERNEATH ALL STONE PLACED FOR

STABILIZED OUTLET IS REQUIRED.

STREAMBED MATERIAL IS DEEMED SUITABLE AT THE DISCHARGE LOCATION, NO TEMPORARY

A STABILIZED OUTLET (NO SEDIMENT REMOVAL DEVICE REQUIRED). IF THE NATIVE

EFFLUENT FROM THE CLEAN WATER PUMP-AROUND MAY BE DISCHARGED DIRECTLY INTO

DISCHARGE LOCATION.

THE STREAM AND THE NATIVE STREAMBED MATERIAL IS DEEMED SUITABLE AT THE

REQUIRED IF THERE IS ADEQUATE AREA TO DIFFUSE THE EFFLUENT BEFORE RE-ENTRY INTO

STABILIZED OUTLET DOWNSTREAM OF THE SPECIAL STILLING BASIN MAY NOT BE

COLLECT SILT AND SEDIMENT FROM THE WORK AREA DEWATERING. A TEMPORARY

A GRAVITY-BASED SPECIAL STILLING BASIN (DE-WATERING BAG) SHALL BE USED TO

DOWNSTREAM IMPERVIOUS DIKE.

DE-WATERING PUMP SHALL ADEQUATELY DE-WATER THE WORKING AREA AT THE

CLEAN WATER PUMP-AROUND PUMP AND HOSE SHALL ADEQUATELY CONVEY BASEFLOW.

WORKING DAY.

THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED THE SAME

DE-WATERED.

DRY CONDITIONS OR IN CHANNEL SECTIONS ISOLATED BY IMPERVIOUS DIKES AND KEPT

ALL CULVERT AND CHANNEL WORK INVOLVING EXCAVATION SHALL BE PERFORMED IN

NOT TO SCALE

FLOW

8'15'-20'

2'

1.8'0.6'

10'

12

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

UPON STABILIZATION OF ALL DISTURBED AREAS, REMOVE ALL TEMPORARY SEDIMENT CONTROL DEVICES.

CONDITIONS.

PREPARE AND STABILIZE SLOPES AND ALL OTHER DISTURBED AREAS. AREAS WITHIN JURISDICTIONAL WATERS SHALL BE RESTORED TO THE PRE-PROJECT

CULVERT(S).

REMOVE DOWNSTREAM, THEN UPSTREAM DIKE(S), ALL PUMPS, HOSES, AND STABILIZED OUTLETS. ALLOW FLOW THROUGH NEWLY CONSTRUCTED

UPON COMPLETION OF WORK, REMOVE ANY SEDIMENT ACCUMULATION BEHIND IMPERVIOUS DIKES.

PLANS.

CONSTRUCT PROPOSED CULVERT(S), HEADWALL & ENDWALL (AS REQUIRED BY PLANS), BACKFILL, CHANNEL IMPROVEMENTS, AND PROPOSED ROADWAY PER

PERFORM REQUIRED EXCAVATION FOR PROPOSED CULVERT(S) INCLUDING REMOVAL OF EXISTING CULVERT(S).

DE-WATER THE WORKING AREA, AS NEEDED FOR CONSTRUCTION, INTO THE SPECIAL STILLING BASIN AND TEMPORARY STABILIZED OUTLET.

INSTALL DOWNSTREAM IMPERVIOUS DIKE(S), DE-WATERING PUMP(S), AND TEMPORARY FLEXIBLE HOSE(S).

INSTALL UPSTREAM IMPERVIOUS DIKE(S) AND BEGIN PUMPING (CLEAN WATER EFFLUENT) DOWNSTREAM TO TEMPORARY STABILIZED OUTLET.

INSTALL CLEAN WATER PUMP-AROUND PUMP(S) AND TEMPORARY FLEXIBLE HOSE(S).

REFER TO STD. DRAWING 1630.06.

INSTALL SPECIAL STILLING BASIN (DE-WATERING BAG) AND TEMPORARY STABILIZED OUTLET(S) AT THE DOWNSTREAM END OF THE WORKING AREA.

INSTALL TEMPORARY SEDIMENT CONTROL DEVICES: PERIMETER EROSION CONTROL, SAFETY FENCING, AND JURISDICTIONAL FLAGGING.

RIP RAP

CLASS II

RIP RAP

CLASS II

SILL

SILL

SKEW=90

W/ HEADWALL

14'-11" X 9'-10" CASPPA

C ELEV.=580.87'

C STA. 12+12 -L-L

L

DIKE 1

IMPERVIOUS

DIKE 2

IMPERVIOUS

DIKE 3

IMPERVIOUS

F

F

F

F

F

F

F

NA 2011

NA

D 83/

S

10'

10'

10'

10'


1 2

GOSSETT

& CATHY G

FREDDIE W

3


5


2

CATHY G GOSSETT

FREDDIE W &

HH

13

4

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

-L-

9' S

OIL

WOODS

WOODS

WOODS

DB 7713 PG 2691

PG 783

DB 4857

DB 7395 PG 786

PB 147 PG 135DB 2307 PG 82



INV=566.45'

INV=566.66'

CONC

INV=567.38'

INV=567.26'

EX. 12" CMP

EX. 15" RCP

60.0

0'

60.0

0'

BL-102

-L-


DAIRY RD


BL-101

2

CONC

EX. 9

6" C

MP

EX. 9

6" C

MP

N 27°0

5'3

2" W

164.5

5'

DB 4857 PG 783

PI Sta 11+69.69

D

L = 338.92'

T = 169.69'

R = 2,646.61'

PC Sta. 10

+00.0

0

EX

EX

EX

EX

EX

EX

10 11 12 13 14

-L- STA. 11+74.00


EX

EX

EX

EX

-L- STA. 13+00.00


PO

T

Sta. 14

+30.4

0

PT

Sta. 13

+38.9

2

0.0

120.0

42

0.0

27

0.0

42

0.0

27

0.0

42

+87

67' +43

67'

+50

60'+80

60'

+80

30'

+50

30'

+74

30'

+87

48' +43

48'

+53

30'


RE

VISIO

NS

R/W SHEET NO.


$$$$$$

SY

STIM

E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$

8/17/99

ENGINEER.

NEED TO BE INSTALLED AS DIRECTED BY THE

ADDITIONAL EROSION CONTROL DEVICES MAY

REQUIRE PRIOR APPROVAL BY ENGINEER.

NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL

0

GRAPHIC SCALE

20 401020

Sta. 11+74 to Sta. 13+00

on Slope as Work Allows.

Place Matting for Erosion Control

EC-5/CONST.4

SHEET 4

FOR CONSTRUCTION

FINAL EROSION CONTROL



NOTE:

17BP.7.C.12

RIP RAP

CLASS II

RIP RAP

CLASS II

SILL

SILL

SKEW=90

W/ HEADWALL

14'-11" X 9'-10" CASPPA

C ELEV.=580.87'

C STA. 12+12 -L-L

L

F

F

F

F

F

F

F


DAIRY RD

TO ROCK CREEK

3188

3189

3190

3097

3096

3217

3091 30563045

3093

3101

30943092

3045

3088

30993099

3103

3111

3056

3045

3237

3241

3056

3190

3188

3056

WHITSETT

61

3104

3255

3256

Big Ala

man

ce Creek

-L-

-L- STA. 12+12.00

PROP CULVERT

CREEK

DETOURVICINITY MAP

N.T.S.

PROJECT

BEGIN

PROJECT

END

-L-

(SR 3045)CHURCH RDTO MT HOPE SR 3093 (OLD JULIAN RD)


-L- STA. 13+50.00


-L- STA. 11+25.00


DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

09/08/99

7/20/2017

R:\

Utilitie

s\

Engin

eerin

g\

UB

O\

Proj\17

BP.7.C.12_ut_tsh_

UO01_

psh.d

gn

_U

SE

RN

AM

E_

INDEX OF SHEETS

SHEET NO.

17BP.7.C.12 UO-1STATE OF NORTH CAROLINADIVISION OF HIGHWAYS

T.I.P. NO.

NEAR 3361 OLD JULIAN RD, WHITSETTJCT. SR 3045 (MT HOPE CHURCH RD)

LOCATION: SR 3003 /OLD JULIAN RD) - 0.5 MI. E.

GUILFORD COUNTY

UTILITIES BY OTHERS PLANS

GRAPHIC SCALES

XXDE

PA

RT

M

ENT OF TRANSPO

RT

ATI

ON

ST

ATE

OF

NORTH CAR

OLI

NA

DIVISION OF HIGHWAYS

SHOWN ON THIS SHEET.

THE CONTRACTOR FOR UTILITY WORK

NO PAYMENT WILL BE MADE TO

SHEET IS DONE BY OTHERS.

ALL UTILITY WORK SHOWN ON THIS

NOTE:

TIP P

ROJE

CT: 17

BP.7.C.12

DIVISION CONTACT #1

DIVISION CONTACT #2

DIVISION CONTACT #3

DIVISION CONTACT #4

UTILITY OWNERS ON PROJECT

(C) CATV - TWC/CHARTER/SPECTRUM

(B) TELEPHONE - AT&T DISTRIBUTION

DUKE ENERGY PROGRESS

(A) POWER DISTRIBUTION -

UO-2

UO-1

SHEET NO.:

UBO PLAN SHEET

TITLE SHEET

DESCRIPTION:

TIM POWERS, PE

DIVISION 7

GREENSBORO, 27415-49961584 YANCEYVILLE STREETPO BOX 14996

PREPARED IN THE OFFICE OF:

ENGINEERING

NC LICENSE #P-0189

TELE 919.788.0224 FAX 919.788.0232

3220 GLEN ROYAL RD. RALEIGH, NC 27617

Mary Jo Lee, P.E.

UTILITIES PROJECT ENGINEER

TYPE OF WORK: TELEPHONE RELOCATION

0

0

0


PLANS

PROFILE (VERTICAL)

0

00

20 10 20 40

20 10 20 40

4 2 4 8

C

NA 2011

NA

D 83/

HH

13

4

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

S

-L-

9' S

OIL

WOODS

WOODS

WOODS

N 27°0

5'3

2" W

164.5

5'

DB 7713 PG 2691


1 2

GOSSETT

& CATHY G

FREDDIE W

PG 783

DB 4857

3


DB 7395 PG 786

4

DB 4857 PG 783

CATHY G GOSSETT

FREDDIE W &

5


PB 147 PG 135DB 2307 PG 82



INV=566.45' INV=566.66'

CONC

INV=567.38'

INV=567.26'

EX. 12" CMP

EX. 15" RCP

60.0

0'

60.0

0'

BL-102

-L-


DAIRY RD


BL-101

2

CONC

EX. 9

6" C

MP

EX. 9

6" C

MP

PC Sta. 10

+00.0

0

10'

10'

10'

10'

10 11 12 13 14

-L- STA. 11+25.00


BURIED 1' BELOW STREAM BED

STRUCTURAL PLATE @ 0.84%

14-11" X 9'-10" CAAP

EX. 2-96" CMPs WITH 74' OF

REMOVE AND REPLACE

-L- STA. 13+50.00


PO

T

Sta. 14

+30.4

0

PT

Sta. 13

+38.9

2

7/20/2017

R:\

Utilities\

Engineering\

UB

O\

Proj\17

BP.7.C.1

2_ut_rdy4_

UO02_psh.d

gn

_U

SE

RN

AM

E_

5/14/99 SHEET NO.PROJECT REFERENCE NO.

UTILITIES BY OTHERS

SHOWN ON THIS SHEET.

CONTRACTOR FOR UTILITY WORK

NO PAYMENT WILL BE MADE TO THE

SHEET WILL BE DONE BY OTHERS.

ALL UTILITY WORK SHOWN ON THIS

NOTE:

17BP.7.C.12 UO-2

NC LICENSE #P-0189

TELE 919.788.0224 FAX 919.788.0232

3220 GLEN ROYAL RD. RALEIGH, NC 27617

ENGINEERING

HH

ABAND

AT&T

AT&T

AT&T

RETAIN


RETAIN


C

F

F

F

F

F

F

FFF

NA 2011

NA

D 83/

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

$$$$$$

SY

STIM

E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$

PROJ. REFERENCE NO. SHEET NO.0

6/23/16

580 580

585 585

590 590

575 575

11+50.00

570 570

575 575

580 580

585 585

565 565

570 570

575 575

580 580

585 585

565 565

11+86.00

X-117BP.7.C.12

-L-

2.5 5

11+74.00


582.74

0.045 EX 0.007 EX 0.042 EX 0.050 EX9.6:1 EX11:1 EX

581.88

0.012 0.0420.059 EX 0.071 EX

2:1 EX

4:1 EX

581.51

0.033 0.027 0.042 0.0804:1

2:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

$$$$$$

SY

STIM

E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$


6/23/16

570 570

575 575

580 580

585 585

565 56512+00.00

565 565

570 570

575 575

580 580

585 585

590 590

595 595

560 56012+12.00

X-217BP.7.C.12

-L-

2.5 5

581.17

0.033 0.027 0.0420.080

4:15:1

580.87

0.027 0.0420.080

0.033

L

L

SKEW=90

1 @ 14'-11" X 9'-10" CASPPA W/ HEADWALL

C ELEV.=580.87'

C STA. 12+12 -L-

LSLOPE=0.008 FT./FT.

C INVERT ELEV.=566.0'

4:15:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

$$$$$$

SY

STIM

E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$


6/23/16

570 570

575 575

580 580

585 585

565 565

12+38.00

570 570

575 575

580 580

585 585

565 565

12+50.00

575 575

580 580

585 585

570 570

X-317BP.7.C.12

-L-

2.5 5

13+00.00


580.32

0.027 0.0420.080

0.033

5:14:1

580.30

0.033 0.027 0.042 0.0803:1 5:1

580.55

0.024 EX 0.041 EX0.123 EX

1.4:1

EX

0.150 EX6.5:1 EX

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