docusign envelope id: 0e0498b8-ff37-4376-a8b1 … 7 letting/x-06... · 2015-06-01 · using 3’...

3389

3551

3551

3606

3613

3612

3604

3601

3330

3512

3538

3548

3537

3615

3580

3602

3549

3600

3648

3648

3656

3649

3508

3603

3643

3600

3609

36053602

3624

3696

3695

3697

3699

3549

3389

3330

3602

3741

3758

3757

3551

3608

421 -Y-

CR

CR

-L1-

10

DHV

D

T

V

=

=

=

=

=

=

%

%

MPH

ADT

ADT

% *

FUNC CLASS =

7C.041253 CONST.

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

DESIGN DATAPrepared in the Office of:

SIGNATURE:

SIGNATURE:

P.E.

P.E.

2012 STANDARD SPECIFICATIONS

GRAPHIC SCALES

HYDRAULICS ENGINEER

LOCATION:

TYPE OF WORK:

09/08/99

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

5/7/2015

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A

License: C-2197

Fax:919-789-9591

Tel:919-789-9977

Raleigh, NC 27605

1025 Wade Avenue

C O N S T R U C T I O N

E N G I N E E R I N G &

VICINITY MAP

2011 6,900

2024 9,500

6PROJECT ENGINEER

PROJECT DESIGN ENGINEER

NCDOT CONTACT

7C.041038 PE

-Y-

4

TO SR 3381

BEN CRAWFORD, PE

CHRIS SMITHERMAN, PE

ROADWAY DESIGN ENGINEER

DESIGN VEHICLE =WB-62

35

* TTST =2, DUAL = 4

ANI

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7C.0412

53

7C.041253

N/A

GUILFORD COUNTY

LENGTH OF ROADWAY PROJECT 7C.041253 = 0.117 MI

LOCATION

PROJECT

TO US 421

WB

S

NU

MB

ER:

See Sheet 1A For Index of SheetsSee Sheet 1B For Conventional symbols

See Sheet 1C For Survey Control Sheet

GRADING, DRAINAGE, AND PAVING

50

COLLECTORMAJOR

-L2-

-L1-

-L1- STA. 11+00.00

BEGIN PROJECT

-L2- STA. 17+20.00

END PROJECT

STA. 12+50.00

END -Y-

TO S

R 10

05

-RND-

25 50 10050 0

PLANS25 5050 0

PROFILE (HORIZONTAL)

100

5 10 2010 0

PROFILE (VERTICAL)

MATTHEW COPPLE, PE

ROAD

WOODY MILL

ROAD

MIL

L

WOOD

Y

RO

AD

SC

HO

OL

SE

INTERSECTION OF SOUTHEAST SCHOOL ROAD

AND WOODY MILL ROAD

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

THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES

-Y- =10+00.00

-L2- =13+77.46

-L1- =13+77.46

-DR1- =10+00.00

-L1- =12+71.50

-DR1-

STA. 12+71.50

END -DR1-

ANI

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DocuSign Envelope ID: 0E0498B8-FF37-4376-A8B1-3696A49A78A2

5/8/2015

5/8/2015

https://trust.docusign.com


ENGINEER

SHEET NO.PROJECT REFERENCE NO.

1A7C.041253

5/7/2015

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8/17/99

ROADWAY DESIGN

876.02 Guide for Rip Rap at Pipe Outlets

852.01 Concrete Islands

848.05 Curb Ramp - Proposed Curb & Gutter

848.02 Driveway Turnout - Radius Type

848.01 Concrete Sidewalk

846.01 Concrete Curb, Gutter and Curb & Gutter

840.72 Pipe Collar

840.66 Drainage Structure Steps

840.54 Manhole Frame and Cover

840.46 Traffic Bearing Precast Drainage Structure

840.45 Precast Drainage Structure

for Use with Pipes 42" and Under

840.34 Traffic Bearing Junction Box -

840.29 Frames and Narrow Slot Flat Grates

12" thru 36" Pipe

840.28 Brick Grated Drop Inlet Type ’D’ -

840.24 Frames and Narrow Slot Sag Grates

840.22 Frames and Wide Slot Sag Grates

840.20 Frames and Wide Slot Flat Grates

12" thru 36" Pipe

840.19 Concrete Grated Drop Inlet Type ’D’ -

Dwg 840.14 and 840.15

840.16 Drop Inlet Frame and Grates - for use with Std.

840.00 Concrete Base Pad for Drainage Structures

DIVISION 8 - INCIDENTALS

654.01 Pavement Repairs

DIVISION 6 - ASPHALT BASES AND PAVEMENTS

High Side of Superelevated Curve - Method I

560.01 Method of Shoulder Construction -

DIVISION 5 - SUBGRADE, BASES AND SHOULDERS

310.10 Driveway Pipe Construction

Section for 18" to 30" Pipe

310.03 Cross Pipe End Section - Precast Concrete

Section for 15" to 24" Pipe

310.02 Parallel Pipe End Section - Precast Concrete

300.01 Method of Pipe Installation

DIVISION 3 - PIPE CULVERTS

Two Lane Pavement

225.04 Method of Obtaining Superelevation -

Secondary and Local

225.02 Guide for Grading Subgrade -

200.02 Method of Clearing - Method II

DIVISION 2 - EARTHWORK

STD.NO. TITLE

these plans:

and by reference hereby are considered a part of

Dated January, 2012 are applicable to this project

N. C. Department of Transportation - Raleigh, N. C.,

"Roadway Standard Drawings" Highway Design Branch -

The following Roadway Standards as appear in

2012 ROADWAY ENGLISH STANDARD DRAWINGS

AND LIST OF STANDARD DRAWINGS

1 TITLE SHEET

1A INDEX OF SHEETS, GENERAL NOTES,

EARTHWORK SUMMARY AND ASPHALT

PAVEMENT REMOVAL SUMMARY

1B CONVENTIONAL SYMBOLS

INDEX OF SHEETS

SHEET NUMBER SHEET

4 PLAN SHEET

5 PROFILE SHEET

TMP-1 THRU TMP-5 TRAFFIC MANAGEMENT PLANS

PMP-1 THRU PMP-2 PAVEMENT MARKING PLANS

EC-1 THRU EC-5 EROSION CONTROL PLANS

3B-1

3D-1 SUMMARY OF DRAINAGE QUANTITIES

SIGN-1 THRU SIGN-7 SIGNING PLANS

1C SURVEY CONTROL SHEET

2B-1 ROUNDABOUT DETAIL

2A-1 PAVEMENT SCHEDULE, TYPICAL SECTIONS,

MILLING AND WEDGING DETAILS

X-1 THRU X-10 CROSS-SECTIONS

GENERAL NOTES: 2012 SPECIFICATIONS

EFFECTIVE: 01-17-12

REVISED: 07/30/12

GRADING AND SURFACING OR RESURFACING AND WIDENING:

CLEARING:

SUPERELEVATION:

SHOULDER CONSTRUCTION:

SUBSURFACE PLANS:

ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.

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

CENTERLINE 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.

CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS

ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE

WITH STD. NO. 225.05 USING THE RATE OF SUPERELEVATION AND RUNOFF

GRADE POINTS SHOWN ON THE TYPICL SECTIONS.

SHOWN ON THE PLANS SUPERELEVATION IS TO BE REVOLVED ABOUT THE

ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH

SIDE OF SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD.

NO. 560.01.

SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.

NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR

SHOULDER DRAINS:

SHOULDER DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH

BY ENGINEER.

STD. 816.03 AND DETAILS IN PLANS AT LOCATIONS DIRECTED

UTILITIES:

ESTABLISHED BY METHOD II.

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.

DRIVEWAYS:

DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. 848.02

USING 3’ RADII OR RADII AS SHOWN ON THE PLANSE. LOCATIONS OF DRIVES

WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

ANI

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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 Booth

Telephone Pedestal

U/G Telephone Cable Hand Hole

R

}

T

p

Q

l

e

]

/

b

H-Frame Pole O O

POWER:

TELEPHONE:

Telephone Cell Tower

Recorded U/G Power Line

Recorded U/G Telephone Cable

Designated U/G Telephone Cable (S.U.E.*)

Recorded U/G Telephone Conduit

Designated U/G Telephone Conduit (S.U.E.*)

Recorded U/G Fiber Optics Cable

WATER:

Water Manhole

Water Meter

Water Valve

Water Hydrant

Recorded U/G Water Line

4

I

H

a

TV:

TV Satellite Dish

TV Pedestal

TV Tower

U/G TV Cable Hand Hole

Recorded U/G TV Cable

Recorded U/G Fiber Optic Cable

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

r

|

I]

GAS:

Gas Valve

Gas Meter

Recorded U/G Gas Line

n

c

SANITARY SEWER:

Sanitary Sewer Manhole

Sanitary Sewer Cleanout

U/G Sanitary Sewer Line

Recorded SS Forced Main Line

Designated SS Forced Main Line (S.U.E.*)

d

o

A/G Water

Above Ground Gas LineA/G Gas

Above Ground Water Line

Above Ground Sanitary Sewer A/G Sanitary Sewer

MISCELLANEOUS:

Utility Pole OF

S3

Utility Pole with Base

Utility Located Object

Utility Traffic Signal Box

Utility Unknown U/G Line

?

CONC

CONC WW

v

vDrainage 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

Designated U/G Power Line (S.U.E.*)

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

Designated U/G Water Line (S.U.E.*)

Designated U/G TV Cable (S.U.E.*)

Designated U/G Gas Line (S.U.E.*)

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

*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.

Note: Not to ScaleSHEET NO.PROJECT REFERENCE NO.

1B7C.041253

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

12/05/11

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

STATE OF NORTH CAROLINADIVISION OF HIGHWAYS

CONVENTIONAL PLAN SHEET SYMBOLS

Underground Storage Tank, Approx. Loc.

Geoenvironmental Boring

UST

Known Soil Contamination: Area or Site

Potential Soil Contamination: Area or Site

Concrete or Granite R/W Marker

Proposed Right of Way Line with

CA Concrete C/A Marker

Proposed Control of Access Line with


CR

CR


Location and Surveys

1C

11-

MA

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Guilford\

Roundabout- S.E.

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Mill Rd\

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DD271376

NOTE: DRAWING NOT TO SCALE

12/01/2005

7C041253 SURVEY CONTROL SHEET

BASELINE DATA

BENCHMARK DATA

NOTES

>

PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.

1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING

PROJECT CONTROL DATA AT:

HTTP://WWW.DOH.DOT.STATE.NC.US/PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/

THE FILES TO BE FOUND ARE AS FOLLOWS:

b4131_ls_control_051201.txt

SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER

INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.

CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT.

INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT

-Y-

TO SR 3381

7C.041253

TO US 421

-L1- STA. 11+00.00

BEGIN PROJECT

STA. 12+50.00

END -Y-

TO S

R 10

05

-RND-

ROAD

WOODY MILL

-Y- =10+00.00

-DR1-

STA. 12+71.50

END -DR1-

NC GRID

NAD 83 NA 2011

>

>

>

ELEV = 755.33

BM1

E = 1793390.3167

N = 809040.2105

STATION "BL-3"

NCDOT BASELINE

E = 1793747.0243

N = 809180.5125

STATION "BL-4"

NCDOT BASELINE

MIL

L R

OAD

WOOD

Y

RO

AD

SE

SC

HO

OL

E = 1793121.1640

N = 809510.5980

STATION "7C0410-1"

NCDOT BASELINE

DATUM DESCRIPTION

THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT

IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY

NCDOT FOR MONUMENT "7C0410-1"

WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF

NORTHING: 809510.5980(ft) EASTING: 1793121.1640(ft)

ELEVATION: 763.77’(ft)

THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT

(GROUND TO GRID) IS: 0.9999198344

THE N.C. LAMBERT GRID BEARING AND

LOCALIZED HORIZONTAL GROUND DISTANCE FROM

"7C0410-1" TO -L- STATION 11+00.00 IS

S 15°17’11" E 706.76’

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES

VERTICAL DATUM USED IS NAVD 88

-L-

-L-

4 BL-4 809180.5125 1793747.0243 763.18 17+22.03 37.49 LT

3 BL-3 809040.2105 1793390.3167 759.19 13+32.35 10.68 LT

1 7C0410-1 809510.5980 1793121.1640 763.77 13+77.46 518.13 RT

2 7C0410-2 810374.5640 1792822.1650 796.28 13+77.46 1421.07 RT

------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------

POINT DESC. NORTH EAST ELEVATION L STATION OFFSET

BL

****************************************

15INSWEETGU

BL STATION 14+64.00 60 RIGHT

N 809437 E 1793094

BM1 ELEVATION = 755.33

****************************************

-L- =13+77.46

-L- STA. 17+20.00

END PROJECT

-DR1- =10+00.00

-L- =12+71.50

2A-1

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GRADE

POINT

GRADE TO THIS LINE

CL

T

0.08 0.08

HIN

GE P

OIN

T

FO

R FIL

LS

E1

24’

12’

ORIGINAL GROUND

0.02

SLOPES

VARIABLE

12’

T

4’-8’

VARIES

0.02

ORIGINAL GROUND

3:1 MAX

ORIGINAL GROUND

ROADWAY TYPICAL SECTION NO. 1

UD1

E1

C1

D1

C1

-L1-, -L2-

-L2- STA. 16+50.16 TO 17+20.00 LT-L2- STA. 16+32.69 TO 17+20.00 RT-L1- STA. 11+00.00 TO 12+34.13

12"12"

3:1

3:1

4’-8’

VARIES

WC1W

GRADE

POINT

GRADE TO THIS LINE

CL

T

24’

12’

0.02

12’

T

0.02

ORIGINAL GROUND

3:1 MAX

W

U

WC1

D1

E1

C1

E1

D1

C1


GRADE TO THIS LINE

12"12"

-Y- STA. 10+60.00 TO 12+50.00-L2- STA. 15+25.00 TO 16+50.16 LT-L2- STA. 15+25.00 TO 16+32.69 RT-L1- STA. 12+34.13 TO 12+75.00

-L1-, -L2-, -Y-

0.02

3:1

ORIGINAL GROUND

6’ 6’

0.02

2’ 2’

R1 R1

GRADE

POINT

GRADE TO THIS LINE

CL

24’

12’

0.02

12’

T

0.02

C1

D1E1 E1

D1

C1T 12"

-L1-, -L2-

6’6’

0.02

3:1

ORIGINAL GROUND

ORIGINAL GROUND

3:1 MAX

0.02

2’ 2’


-L2- STA. 14+37.46 TO 15+25.00-L1- STA. 12+75.00 TO 13+17.46

VAR SE

E X-

SECTIO

NS T

18’2’

T

GRADE TO THIS LINE

E1R2

R1

POINTGRADE

E1

.02 .04

3:13:1

0-9"

0-9"

13.0’ 29.0’

VARIES

U

REMOVED UNDER CENTER ISLANDEXIST. PAVEMENT TO BE

A1

R3

Roundabout

6’6’

TYPICAL SECTION 5

RND

-RND- STA. 10+00.00 TO 12+63.89

CL

CE

NTER

OF -R

ND-

12"D1

C1

0-6"

.02

APRON

TRUCK

D1 17"

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

EARTH MATERIAL.T

EXISTING PAVEMENT.U

W

PAVEMENT SCHEDULE

WEDGING (SEE STANDARD WEDGING DETAIL)

PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,

D2GREATER THAN 4" IN DEPTH.

DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2�" IN DEPTH OR

TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1"

PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,

AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO

BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.C2

C1AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS

PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,

(FINAL PAVEMENT DESIGN)

PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,

AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO

THAN 5�" IN DEPTH.

BE PLACED IN LAYERS NOT LESS THAN 4" IN DEPTH OR GREATERE2

R1 1’-6" CONCRETE CURB AND GUTTER.

R2 2’-6" CONCRETE CURB AND GUTTER.

R3 9"X18" CONCRETE CURB.

A1 8" PORTLAND CEMENT CONCRETE TRUCK APRON.

E1PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE,

TYPE B25.0B, AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD.

D1PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,

TYPE I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.

J PROP 6" AGGREGATE BASE COURSE

GRADE

POINT

GRADE TO THIS LINE

T

2:1

ORIGINAL GROUND

ORIGINAL GROUND


10’

6"

J

0.08

2:1 MAX

VARVAR

2’2’

-DR1- STA. 10+22.69 TO 11+69.78

5’5’

CL-DR1-

0.08

V VARIABLE MILLING.

MIN."

212

E2

MIN.

C1D2

C23" MIN

Wedging Detail

4"

U

R1 R1

NOTE: MILL TO TIE TO EXISTING PAVEMENT

COURSEKEY-IN SURFACE

MILL 1.5" NOTCH TOBY ENGINEER

MILL AS DIRECTED

INCIDENTAL MILLING DETAIL

VW

U

-Y- 12+50.00

-L2- 17+20.00

-L1- 11+00.00

ROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.


5/7/2015

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wford

8/17/99


E N G I N E E R I N G &License: C-2197

Fax:919-789-9591

Tel:919-789-9977

Raleigh, NC 27605

1025 Wade Avenue

7C.041253

PAVEMENT DESIGN

A

NILORAC HTR

ON

LA

NOISSEFO

RP

REENIGNE

27771

SEAL

EL

PP

OC .B WEH

T

TA

M


5/8/2015 5/11/2015



-Y-

14.7’

18.0’

15.3’

17.0’

R=6’

R=25’

14.3’

15.4’

18.2’

18.1’

16.4’

16.8’

14.2’

16.2’

15’

18’

28.3’

R=60’

CR

CR

17.0’

7:1

R=6’

RE

VISIO

NS

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.


2B-17C.041253

5/7/2015

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8/17/99

A

NILORAC HTR

ON

LA

NOISSEFO

RP

REENIGNE

27771

SEAL

EL

PP

OC .B WEH

T

TA

M

-Y- ISLAND DETAIL

ROUNDABOUT DETAIL

-L1- ISLAND DETAIL

-L2- ISLAND DETAIL

-L2- +

22.3

6

-Y- +

37.4

5

-Y- +

30.33

-Y- +45.61

-Y-

+10.7

0

-Y-

+56.91

-Y- +

97.32

-L2- +

94.9

1

-L2- +

11.75

-L2- +

26.9

0

-L1- +61.70

-L1- +

32.8

2

-L1- +51.79

1’ UNLESS OTHERWISE LABELEDALL RADII ON ISLANDS ARENOTE:

5.84’

+78.75

3.23’

+90.91

0.79’

+90.99

2.11’

+78.97

6.82’

+62.13

R=2.5’

0.16’

+08.27

1.42’

+86.51

5.32’

+15.19

5.86’

+86.69

8.89’

+99.01

R=2’

13.02’

+42.17

R=3’

11.02’

+12.39

10.92’

+55.60

7.74’

+68.07R=2’

2.70’

+90.67

4.50’

+39.80 2.61’

+68.37

R=245’

R=245’

R=90’

R=90’R=200’

R=200’

R=145’

R=145’

R=90’

R=90’

R=143’

R=88’

R=259’

R=143’

R=243’

R=62’

R=86’

R=18’

R=15’

-L2-

-L1-

12

13

11

1213

14

15

16

10

11

12



Fax:919-789-9591

Tel:919-789-9977

Raleigh, NC 27605

1025 Wade Avenue

R=90’

R=73’

R=62’

R=196’

120’ DIA.

R=90’R=90’

0.21’

+98.52

0.82’

+56.35

R=3’

7.81’

+65.54

ROUND

R=88’R=198’

9" X 18" CURB

1’ X 6" C&G

R=88’

R=143’

R=88’

R=243’

37.22’

+50.13

24.98’

+30.7727.48’

+48.19

0’ 20’ 40’

10’

20’

(ENGLISH)

R=1.99’

2.02’

+69.79


5/8/2015



5/7/2015

...\

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

3B-1

License: C-2197

Fax:919-789-9591

Tel:919-789-9977

Raleigh, NC 27605

1025 Wade Avenue



7C.041253

LOCATIONREMOVALASPHALT

-L1- STA. 12+39.65 TO -L2- 15+25.29

-Y- STA. 11+25.25 TO -L2- 15+40.03

41.50

SUMMARY OF PAVEMENT REMOVAL

IN SQUARE YARDS

311.35

459.93

-Y- STA. 10+59.90 TO -Y- 11+10.79

sum price for "Grading."

Removal of Existing Pavement will be paid for at the contract lump

Clearing and Grubbing, Breaking of Existing Pavement, and

Approximate quantities only. Unclassified Excavation, Fine Grading,

SAY

IN CUBIC YARDS

UNDERCUTLOCATION WASTEBORROWEMBT+%

SUMMARY OF EARTHWORK

SUBTOTAL

PROJECT TOTAL

TOTAL

EST. 5% TO REPLACE TOP SOIL ON BORROW PIT

GRAND TOTAL

EXCAV

UNCLASS

25

3,0093,203

3,159

-RND- STA. 10+00.00 TO 12+50.00

ADDITIONAL UNDERCUT

WASTE IN LIEU OF BORROW

LOSS DUE TO CLEAR & GRUB. (DEPTH OF 2")

NOTE: EMBANKMENT INCLUDES UNDERCUT EXCAVATION

22 296-L1- STA. 11+00.00 TO 13+00.00 (Roundabout)

-L2- STA. 14+50.00 (Roundabout) TO 17+00.00

-Y- STA. 11+00.00 (Roundabout) TO 12+50.00

136

5

274

2,322 2,317

194

326

212

190

187

150

194 3,203

200 3,250

-DR1- STA. 10+25.00 TO 11+50.00 6 46 40

3,0093,203194

194 3,203 3,009


Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5".

A B

FT. FT. FT. % CY CY CY EACH LIN. FT. LIN. FT. E F G CY CY CY LIN. FT. DO

NO

T U

SE H

DPE

DO

NO

T U

SE P

VC

18"

SID

E D

RA

IN P

IPE

FR

AM

E W

/ GR

ATE

FO

R D

RIV

EWA

Y ST

D. 8

40.3

0

J.B

. STD

. 840

.31

OR

STD

. 840

.32

G.D

.I. T

YPE

"A"

STD

. 840

.17

OR

STD

. 840

.26

NOTE:TOTAL LIN. FT.

FOR PAYQUANTITYSHALL BE

A + (1.3 X B)

8436 66 72

DO

NO

T U

SE R

CP

8430 54 602418 78

DO

NO

T U

SE C

AA

P

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

LINE &STATION

SIZE

IN

VER

T EL

EVA

TIO

N

TO

P EL

EVA

TIO

N

IN

VER

T EL

EVA

TIO

N

R. C. PIPECLASS IV

3615 18

DR

IVEW

AY

D.I.

STD

. 840

.30

AN

GLE

D V

AN

E G

RA

TES

AN

D F

RA

MES

STD

. 840

.33

T.B

.D.I.

STD

. 840

.35

D.I.

STD

. 840

.14

OR

STD

. 840

.15

THICKNESSOR GAUGE

15

MIN

IMU

M R

EQU

IRED

SLO

PE

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

42 4812

DO

NO

T U

SE C

SP

OFF

SET

STR

UC

TUR

E N

UM

BER

FR

OM

TO

785442 60 66 72

MANHOLE

CO

NC

RET

E C

OLL

AR

S C

L. "

B"

STD

. 840

.72

HIGH DENSITY POLYETHYLENE

C.A.A.ABBREVIATIONS

CATCH BASIN

P.V.C. POLYVINYL CHLORIDE

CORRUGATED ALUMINIUM ALLOY

FLO

WA

BLE

FIL

L

N.S.

C.B.

REMARKS

C.S.

REINFORCED CONCRETE

G.D

.I. (N

.S. F

LAT)

FR

AM

E W

/ 2 G

RA

TES

STD

. 840

.29

G.D

.I. (W

.S. S

AG

) FR

AM

E W

/ 2 G

RA

TES

STD

. 840

.22

3012 24 48

W20

2

TRAFFIC BEARING JUNCTION BOX

J.B.

DROP INLET

R.C.

PIP

E R

EMO

VAL

CO

NC

RET

E A

ND

BR

ICK

PIP

E PL

UG

STD

. 840

.71

CORRUGATED STEEL

G.D.I.

TRAFFIC BEARING DROP INLET

JUNCTION BOX

GRATED DROP INLET

WIDE SLOT

D.I.

M.H.NARROW SLOT

W.S.

T.B.D.I.

H.D.P.E.

T.B.J.B.

SHEET NO.

-0

PROJECT NO.

7C.041253

REI

NFO

RC

ED E

ND

WA

LLS

C.B

. STD

. 840

.01

OR

STD

. 840

.02

OPE

N T

HR

OA

T C

.B. S

TD. 8

40.0

4 O

R S

TD. 8

40.0

5

CO

NC

RET

ETR

AN

SITI

ON

AL

SEC

TIO

N

D.I.

FR

AM

E A

ND

GR

ATE

S ST

D. 8

40.1

6

D.I.

STD

. 852

.04

OR

STD

. 852

.06

QUANTITIESFOR DRAINAGESTRUCTURES

10' A

ND

A

BO

VE

GRATETYPE

NORTH CAROLINA DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS

G.D

.I. (W

.S. F

LAT)

FR

AM

E W

/ 2 G

RA

TES

STD

. 840

.20

G.D

.I. (N

.S. S

AG

) FR

AM

E W

/ GR

ATE

STD

. 840

.24

G.D

.I. (N

.S. F

LAT)

FR

AM

E W

/ GR

ATE

STD

. 840

.29

G.D

.I. (W

.S. S

AG

) FR

AM

E W

/ GR

ATE

STD

. 840

.22

T.B

.J.B

. STD

. 840

.34

FRAME, GRATES,

AND HOOD

STD. 840.03

G.D

.I. (N

.S. S

AG

) FR

AM

E W

/ 2 G

RA

TES

STD

. 840

.24

G.D

.I. T

YPE

"D"

STD

. 840

.19

OR

STD

. 840

.28

G.D

.I. (W

.S. F

LAT)

FR

AM

E W

ITH

GR

ATE

STD

. 840

.20

C.B

. STD

. 852

.05

G.D

.I. T

YPE

"B"

STD

. 840

.18

OR

STD

. 840

.27

CO

NC

RET

E B

RID

GE

APP

RO

AC

H D

.I. S

TD. 8

40.1

3

24"

SID

E D

RA

IN P

IPE

MA

SON

RY

DR

AIN

AG

E ST

RU

CTU

RE

15"

SID

E D

RA

IN P

IPE

END

WA

LLS

STD

. 838

.01

OR

STD

. 838

.11

(UN

LESS

NO

TED

OTH

ERW

ISE)

0' T

HR

U 5

'

5' T

HR

U 1

0'

COMPUTED BY:

CHECKED BY:

Elizabeth (Liz) DiNatale, PE DATE:

DATE:

5/1/2015

11+53 -Y- 19 LT 0419 759.6 1 0.3 1

0419 0409 754.0 753.7 19 18

11+44 -Y- 19 RT 0407 759.0 8 1 1 0.8930 8

11+36 -Y- 22 LT 0409 757.9 4 1 1 0.4470 4

11+48 -Y- 31 RT 0408

0408 0407 757.4 754.3 13 X X X X 8

11+07 -Y- 53 RT 0415

0415 0407 757.6 754.3 46 X X X X 43

11+89 -Y- 16 RT 0418 758.8 1 1

0418 0407 755.0 754.3 40 38

12+22 -Y- 32 LT 0413 758.0 1 1

0413 0419 754.9 754.3 8 X X X X 0.8930 8

11+99 -Y- 16 RT 0421 758.8 1 1

0421 0418 755.3 755.0 10 76

12+37 -Y- 19 LT 0410 759.2 1 1

0410 0413 755.5 754.9 21 X X X X

1403 0421 756.4 755.3 69

69

10+66 -Y- 26 LT 0405 760.5 1 1 83

0405 0414 755.5 751.5 45 X X X X

10+77 -Y- 28 RT 0404 760.0 1 1

0404 0405 756.4 755.8 55

10+25 -RND- 22 RT 0406 761.7 1 1.3 1

0406 0405 756.4 755.5 18

11+75 -RND- 20 RT 0403 761.5 1 1

0403 0404 757.8 756.4 75

13+21 -L- 32 RT 0401 761.8 1 0.1 1

0401 0406 756.8 756.4 76

14+41 -L2- 37 RT 0402 761.7 1 1

0403 0403 758.1 757.8 77

10+85 -DR1- 13 LT 0411 760.0 1 1

0411 0401 757.1 757.0 44 X X X X

15+17 -L2- 19 RT 0417 763.8 1 1

0417 0402 759.7 758.1 78

10+50 -DR1- 14 RT 0420 86

0420 0411 759.2 757.1 43

16+10 -L2- 15 RT 0416 764.2 1 1

0416 0417 760.6 759.7 87

11+46 -L1- 24 24

14+30 -L2- 30

24 284 62 396 94 16 1.7 4 4 5 1 1 1 2.2330 495

24 284 62 396 94 16 4 4 5 1 1 1 2.2330 495PROJECT TOTALS

REMOVE EXISTING PIPE

REMOVE EXISTING PIPE AND BASIN

REMOVE EXISTING DI

REMOVE EXISTING PIPE AND CATCH BASIN

COLLAR AND EXTEND EXISTING PIPE



REMOVE AND REPLACE PIPE




REMOVE EXISTING DRIVEWAY PIPE

REMOVE AND REPLACE DRIVEWAY PIPE

SHEET TOTALS

1.7

3D-1

S

S

T

TH

H

TO S

R 10

05 (A

LA

MA

NCE

CH

UR

CH

RD)

TO US 421

EOP

EOTEOT

EOT

EOT

EOT

EOT EOP

EOP

EOP

EOP

EOP

CO

NC

30" C

&G

30" C

&G

60" C

ON

C

60" C

ON

C

DIDI

DI

DI

DI

DI

DI

WITH SAND FILTER

DI

DI

DI

DI

DI

DI

BK SIGN DI

CBCB

CB

CB

PAVED PARKING

PAVED PARKING

24’ P

AVE

D

35’ P

AVE

D

10’ GR

9’ GR

10’ GR

10’ CONC

10’ G

R

GR

GR

GR

CB

DI

26’ BST

21’ B

ST

RAPRIP-WV

WV

H

WM

EIP

EIP

EIP

EIP

EIP

-GPS- 7C0410-1

-BL- #3

-BL- #4

ELEV = 755.33

BM1

1

2

3

4

5

6

7

8

9

10

JOSEPH F. & JUDY A. BROTHERTON

DB 3507 PG 1378

PB 80 PG 86

JOSEPH F. & JUDY A. BROTHERTONJOSEPH F. & JUDY A. BROTHERTON

DB 4647 PG 1476

JOHN S. & WENDY M. WEBB

DB 6381 PG 1895

PB 86 PG 6 LOT 51

PB 86 PG 6 LOT 50

GUILFORD COUNTY BOARD OF EDUCATIONDB 1962 PG 575

ALLAN B. YOUNTS

PB 111 PG 17 LOT 1

DB 6214 PG 2689

KATHRYN YOUNTS

BERNARD, ALLAN, &

PB 174 PG 95 LOT 1-A

DB 7077 PG 1222

PIN

EIP

EIP

EIP

EIP

EIP

KATHRYN YOUNTS

BERNARD, ALLAN, &

KATHRYN YOUNTS

BERNARD, ALLAN, &

PB 174 PG 95 LOT 2

DB 7077 PG 1222

PB 174 PG 95 LOT 1

DB 7077 PG 1222

JAMES & NANCY CAUSEY

DB 2845 PG 362

N 86°16’30" W

313.82’

296.78’

103.50’S 83°2

2’18" W

193.28’

S 65°40’56" E85.21’

N 31°16’4

5"

E92.9

8’

N 31°2

9’3

0" W

71.0

9’

N 83°22’19" E

185.32’

N 24°0

7’4

1" W

300.0

0’

S 00°0

7’2

6" E

368.6

5’

N 36°5

6’16

" W

296.7

1’

N 52°0

4’26" W

281.35’

S 52°0

4’55" E

275.71’

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXISTING R/W

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

R/

W

VARIES

R/W

VARIES

R/

W

VA

RIE

S

DB 1962 PG 575 BOARD OF EDUCATION

GUILFORD COUNTY

PB 102 PG 46

PB 102 PG 46

24" R

CP

18" R

CP

18" RCP

15" RCP

15" RCP

8" HDPE

15" RCP

15" RCP

15" R

CP

8" H

DP

E15" R

CP

8" H

DP

E

15" R

CP15" RCP

15" RCP

18" RCP

18" RCP

15" RCP

18" R

CP

15" RCP

24" RCP

18" HDPE

15" HDPE

18" HDPE

12"

RCP

15" R

CP

12"

RCP

15"

RCP

26’ B

ST

SR 3330 (S

OUT

HE

AS

T S

CH

OOL R

D)

35’ B

ST

INVERTS UNATTAINABLE

R/

W

VA

RIE

S

SR 3389 (W

OOD

Y

MIL

L R

D) 21’ B

ST

TO

R/

W)

(0.9

4’ EIP

(MONNETT RD)

TO SR 3381

PAVED PARKING

WOODS

ANI

LORAC HTR

ON

LA

NOISSEFO

RP

REENIGNE

42066

SEAL

EL

AT

A

NID .G HTEB

AZI

LE

RE

VISIO

NS


ENGINEER ENGINEER

R/W SHEET NO.


5/7/2015

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Proj\7

C.0

41253_

Rdy_psh_4.d

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ER:b

cra

wford

8/17/99



Fax:919-789-9591

Tel:919-789-9977

Raleigh, NC 27605

1025 Wade Avenue

7C.041253

A

NILORAC HTR

ON

LA

NOISSEFO

RP

REENIGNE

27771

SEAL

EL

PP

OC .B WEH

T

TA

M

RETAIN

RETAIN

RETAIN

RETAIN

REMOVE

REMOVE

REMOVE

REMOVE

REMOVE

0411

0401

0406

0414

0412

0402

0417

0416

0403

0404

0409

0407

0418

0413

0410

0405

15"

15"

15" R

CP-IV

18" RC

P-IV

18"

15"

15" R

CP-IV

15"

DI

CB

CB

CB

CB

CB

CB

CB

CB

CB

0415

15"

RCP-IV

15" RCP-IV

RETAIN

RETAIN

RETAIN

RETAIN

REMOVE

CB

REMOVE AND REPLACE

( Not to Scale)

SPECIAL LATERAL ’V’ DITCH

VARD

FROM STA. 16+00 TO STA. 16+30 RT -L2-

Min. D= 1 Ft.

DETAIL 1

Ground

Natural

Flatter4:

1 or

Slope

Fill

SEE DETAIL 1


12"

REMOVE

18" RCP-IV

15"

15"

RCP-IV

2GI

0420

RETAIN

REMOVE AND REPLACE

REMOVE AND REPLACE

REMOVE AND REPLACE

RETAIN W/ COLLAR & EXTEND


0408

0419

REMOVE

RETAIN

DRAIN

TO

GRADE

TB JB w/MH

CB

18"

15" RCP-IV

15" R

CP-IV


REMOVE

15" RCP-IV

REPLACE

REMOVE AND

DRAIN

GRADE TO

DRAIN

GRADE TO

GRADE TO DRAIN

EST. 10 SY

EST. 4 TONS

CL I RIP RAP

EST. 8 SY

EST. 2 TONS

CL I RIP RAP

0421 RETAIN

15

PO

T

Sta. 19

+02.4

3POT Sta. 14

+13.39

026

-L2-

-L1-

-Y-

PI Sta 11+50.67

D

L = 61.89’

T = 31.46’

R = 140.00’

-Y-

PI Sta 12+00.34

D

L = 82.94’

T = 42.07’

R = 200.00’

-L1-

D

L = 65.97’

PI Sta 11+07.97

D

L = 65.97’

T = 42.00’

R = 42.00’

PI Sta 11+73.95

D

L = 65.97’

PI Sta 12+39.92

D

L = 65.97’

+32.69, 23.98’ RT

END 2’-6" C&G

+34.13, 18.35’ RT

BEGIN 2’-6" C&G

30" C&G +50.00, 16.15’ LT

TRANSITION TO EXIST

30" C&G +00.00, 16.20’ RT

TRANSITION TO EXIST

+48.13, 36.96’ LT

TIE TO EXIST C&G

-L1- STA. 11+00.00

BEGIN PROJECT

-L2- STA. 17+20.00

END PROJECT

PC Sta. 11+58.27 -L1-

POT Sta. 10+00.00 -Y-

POT Sta. 13+77.46 -L1-=

POT Sta. 13+77.46 -L2-=PT Sta. 12+41.21 -L1-

PT Sta. 16+35.11 -L2-

PC Sta. 15+26.63-L2-

PT Sta. 12+63.89 -RND-=

PT Sta. 11+81.10 -Y-

PC Sta. 11+19.21 -Y-

01

03

02

03

03

03

03

03

03

03

02

01

02

02 02

02

02

02

02

02

02

02

02

02

PI Sta 10+4020

01

00

01

01

02

01 01

01

01

01

02

01

01

01

01

01

00

00

00

02

00

00

04

04

04

04

04

04

(TYP)

20’

T = 42.00’

R = 42.00’

T = 42.00’

R = 42.00’

T = 42.00’

R = 42.00’

POT Sta. 10+00.00 -L1-

-Y- STA. 12+50.00

END CONSTRUCTION

-RND-

PI Sta 15+81.74

D

L = 108.49’

T = 55.11’

R = 250.00’

-L2-

COUNTER CLOCKWISEPC Sta. 10+00.00 -RND-

POT Sta. 10+40.20 -Y-

COUNTER CLOCKWISE =

POC Sta. 12+30.45 -RND-

POT Sta. 13+35.46 -L-

COUNTER CLOCKWISE=

POC Sta. 10+55.81 -RND-

COUNTER CLOCKWISEPCC Sta. 10+65.97 -RND-


POT STA. 14+19.46 -L2-

COUNTER CLOCKWISE=

POC STA. 11+47.09 -RND-


CR

CR

BE FIELD ADJUSTED

FIRE HYDRANT TO

+32.68 21.93’ LT

BEGIN 2’-6" C&G

1

EOT

EOT

EOP

EOP

9’ GR

10’ GR

GR

DI

21’ B

ST

WM

EIP

EIP

1

9

EIP

EIP

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

12"

RCP

15" R

CP

12"

RCP

-L1-

-L1-

PT Sta. 12+41.21 -L1-

PI Sta 10+75.50

D

L = 75.11’

T = 42.38’

R = 65.00’

PI Sta 11+57.23

D

L = 28.78’

T = 16.22’

R = 25.00’

-DR1-

POT Sta. 11+81.04

PT Sta. 11+69.78

PC Sta. 11+41.00

PT Sta. 11+08.23

PC Sta. 10+33.12

POT Sta. 10+00.00

EXIS

TIN

G R/

W


GUILFORD COUNTY

PB 102 PG 46

4

SEE SHEET 5 FOR PROFILE

SEE SHEET 2B-1 FOR DETAIL

20’ DWY

PARCEL 1 DETAIL

-DR1- DETAIL

1

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

C

C

C

C

C

F


5/8/2015 5/8/2015



5/28/99



ENGINEER ENGINEER

57C.041253

5/7/2015

...\

Proj\7

C.0

41253_

Rdy_pfl_5.d

gn

US

ER:b

cra

wford

ANI

LORAC HTR

ON

LA

NOISSEFO

RP

REENIGNE

42066

SEAL

EL

AT

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AZI

LE

ANI

LORAC HTR

ON

LA

NOISSEFO

RP

REENIGNE

27771

SEAL

EL

PP

OC .B WEH

T

TA

M

10 11 12 13 14 15 16 17 18 19

750

760

770

ELEV=763.02’

-L1- STA. 13+35.46

END GRADE

ELEV=762.91’

-L2- STA. 14+20.00

BEGIN GRADE

ELEV=763.50’

-L1- STA. 11+00.00

BEGIN GRADE

-L1- -L2-

ELEV=761.83’

-L2- STA. 17+20.00

END GRADE

PI = 13+17.46

EL = 762.66’

(-)0.3835%

763.5

0

(+)2.0002%

764.6

0

PI = 14+37.46

EL = 762.55’

(-)2.0000%

PI = 15+79.00

EL = 766.79’

(+)3.0000% (-)3.5167%

VC = 190’K = 29

(+)0.90%

ELE

V=763.7

3

PI=

16+00

ELE

V=704.0

PI=

16+30

’V’ DITCH

SPECIAL LATERAL

10 11 12 13 14

750

760

770

ELEV=759.95’

-Y- STA. 12+50.00

END GRADE

PI = 10+60.00

EL = 761.07’

(-)1.8035%

PI = 11+74.00

EL = 759.01’

(+)1.2353%

VC = 150’K = 49

ELEV=761.43’

-Y- STA. 10+42.00

BEGIN GRADE

-Y-

764.6

0

(-)6.6903%

10 11 12

750

760

770

VC = 60’

K = 12

PI = 11+05.00

EL = 764.06’

(+)2.1189%

PI = 12+20.00

EL = 760.90’

(-)2.7520% (+)2.1189%

VC = 85’

K = 17

ELEV=761.84’

-RND- STA. 10+00.00

BEGIN GRADE

ELEV=761.83’

-RND- STA. 12+63.89

END GRADE

-RND-

ELEV. 763.02’

Sta. 13+35.46 -L1-

Sta. 10+55.81 -RND-=

ELEV 762.91’

STA. 14+19.46 -L2-

STA. 11+47.09 -RND-=

ELEV 761.43’

Sta. 10+40.00 -Y-

Sta. 12+34.05 -RND-=

10 11

PI = 10+22.69

EL = 763.02’

PI = 11+00.00

EL = 761.84’

(-)1.5263%

(+)3.8836

%

VC = 80’

K = 15

ELEV=763.02’

-DR1- STA. 10+22.69

BEGIN GRADE

ELEV=764.55’

-DR1- STA. 11+69.78

END GRADE

-DR1-

RR SPIKE IN BASE OF 15" SWEET GUM.

BL STATION 14+64.00 60 RIGHT

BM1 ELEVATION = 755.33’

750

760

770

750

760

770



Fax:919-789-9591

Tel:919-789-9977

Raleigh, NC 27605

1025 Wade Avenue

770

760

750

10 11 12

SEE SHEET 4 FOR PLANSEE SHEET 4 FOR PLAN

SEE SHEET 4 FOR PLAN


5/8/2015 5/8/2015



LOCATION:

TYPE OF WORK:

Prepared in the Office of:

SEPIENGINEERING & CONSTRUCTION License: C-2197

Fax:919-789-9591

Tel:919-789-9977

Raleigh, NC 27605

1025 Wade Avenue

STATE OF NORTH CAROLINADIVISION OF HIGHWAYS TMP-1

SHEET NO.

SMiller

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TRAFFIC CONTROL PROJECT ENGINEER

TRAFFIC CONTROL PROJECT DESIGN ENGINEER

STATE TRAFFIC MANAGEMENT ENGINEERJ. S. BOURNE, P.E.

TRAFFIC CONTROL DESIGN ENGINEER

INDEX OF SHEETS

SHEET NO. TITLE

SEAL

APPROVED:

DATE:

TRANSPORTATION MANAGEMENT PLAN

GUILFORD COUNTY

N.C.D.O.T. WORK ZONE TRAFFIC CONTROL

WORK ZONE SAFETY & MOBILITY

ONFOE

T

AT

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AC

HTR

NFOE

TA

TS

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ME

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OF RAT NSP

OR

TA

TI

ON

AN

IL

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AC

HTRO

"from the MOUNTAINS to the COAST"

DE

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OF ANSP

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OF

NORTH

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ON

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C

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HW

AY

ST

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CA

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T

TR

PHONE: (919) 773-2800 FAX: (919) 771-2745

750 N. GREENFIELD PARKWAY, GARNER, NC 27529 (DELIVERY)

1561 MAIL SERVICE CENTER (MSC) RALEIGH, NC 27699-1561

AND WOODY MILL ROADINTERSECTION OF SOUTHEAST SCHOOL ROAD

7C.0412

53

PR

OJE

CT:

TMP-5 PHASE IV

TMP-4 PHASE III

TMP-3 PHASE II

TMP-2 PHASE I

STRATEGIES, GENERAL NOTES, AND PHASING)

TMP-1B TRANSPORTATION OPERATIONS PLAN: (MANAGEMENT

LEGEND, AND TEMPORARY PAVEMENT MARKING SCHEDULE

TMP-1A LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS,

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

AND PAVEMENT MARKINGSGRADING, DRAINAGE, PAVING, SIGNING

D. W. BISSETTE, P.E.

3389

3551

3551

3606

3613

3612

3604

3601

3330

3512

3538

3548

3537

3615

3580

3602

3549

3600

3648

3648

3656

3649

3508

3603

3643

3600

3609

36053602

3624

3696

3695

3697

3699

3549

3389

3330

3602

3741

3758

3757

3551

3608

421

VICINITY MAP

LOCATION

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DRAWINGS & LEGEND

ROADWAY STANDARD

SHEET NO.PROJ. REFERENCE NO.

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TMP-1A

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APPROVED: DATE:

LEGENDROADWAY STANDARD DRAWINGS

TITLESTD. NO.

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

FLAGGER

TRAFFIC CONTROL DEVICES

CONE

DRUM

STATIONARY SIGN

PORTABLE SIGN

CHANGEABLE MESSAGE SIGN

STATIONARY OR PORTABLE SIGN

SKINNY DRUM

BARRICADE (TYPE III)

TEMPORARY SIGNING

SIGNALSPAVEMENT MARKERS

CRYSTAL/CRYSTAL

CRYSTAL/RED

YELLOW/YELLOW

PAVEMENT MARKINGS

E

M

P

T

LAW ENFORCEMENT

TEMPORARY CRASH CUSHION

PAVEMENT MARKING SYMBOLSEXISTING LINES

TEMPORARY LINES

PAVEMENT MARKING SYMBOLS

EXISTING PROPOSED TEMPORARY

USER DEFINED (IF NEEDED)

DIRECTION OF TRAFFIC FLOW

NORTH ARROW

GENERAL

EXIST. PVMT.

PROPOSED PVMT.

DIRECTION OF PEDESTRIAN TRAFFIC FLOW

TUBULAR MARKER

REMOVAL

WORK AREA

DE

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O

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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

FLASHING ARROW BOARD

TRUCK MOUNTED ATTENUATOR (TMA)

TEMP. SHORING (LOCATION PURPOSES ONLY)

E

M

P

T

TEMPORARY PAVEMENT MARKING SCHEDULE

1264.02 OBJECT MARKERS - INSTALLATION

1264.01 OBJECT MARKERS - TYPES

1253.01 RAISED PAVEMENT MARKERS - SNOWPLOWABLE

1251.01 RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY

1250.01 RAISED PAVEMENT MARKERS - INSTALLATION SPACING

1205.10 PAVEMENT MARKINGS - SCHOOL AREAS

1205.09 PAVEMENT MARKINGS - PAINTED ISLANDS

1205.08 PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES

1205.07 PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS

1205.02 PAVEMENT MARKINGS - TWO LANE AND MULTILANE ROADWAYS

1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS

1180.01 SKINNY - DRUM

1150.01 FLAGGING DEVICES

1145.01 BARRICADES - TYPE III

1135.01 CONES

1130.01 DRUM

1115.01 FLASHING ARROW BOARDS

1110.02 PORTABLE WORK ZONE SIGNS

1110.01 STATIONARY WORK ZONE SIGNS

1101.11 TRAFFIC CONTROL DESIGN TABLES

1101.05 WORK ZONE VEHICLE ACCESSES

1101.04 TEMPORARY SHOULDER CLOSURES

1101.03 TEMPORARY ROAD CLOSURES

1101.02 TEMPORARY LANE CLOSURES

1101.01 WORK ZONE ADVANCE WARNING SIGNS

7C.041253

MM CRYSTAL/CRYSTAL TEMPORARY RAISED

MH YELLOW/YELLOW TEMPORARY RAISED

PAVEMENT MARKERS

P2 WHITE STOPBAR

PAINT 24"

PS WHITE GORE LINE

P10 3’-3’ MINI SKIP

PAINT 12"

PI DOUBLE YELLOW CENTERLINE

PB YELLOW EDGELINE

PA WHITE EDGELINE

PAINT 4"

WEDGING

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TMP-1B

PLAN

OPERATIONS

TRANSPORTATION

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STRATEGIESMANAGEMENT

GENERAL NOTES

PHASING

7C.041253

GENERAL NOTES

TRAFFIC PATTERN ALTERATION.

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

TRAFFIC PATTERN ALTERATIONS

ENGINEER, AT NO EXPENSE TO THE DEPARTMENT.

BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE

SPEED LIMITS LESS THAN 45 MPH.

BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED

SPEED LIMITS OF 45 MPH OR GREATER.

BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED

EDGE OF PAVEMENT DROP-OFF AS FOLLOWS:

PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN

F) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING

PAVEMENT EDGE DROP OFF REQUIREMENTS

PROTECTED WITH GUARDRAIL OR BARRIER.

TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS

E) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN

PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.

OR AS DIRECTED BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL

ACCORDING TO THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS,

TRAVEL OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE

D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF

BARRIER OR GUARDRAIL.

STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY

TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY

ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN

WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER

PROTECTED BY BARRIER OR GUARDRAIL.

ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS

OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING

ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN

C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER

BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.

STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY

OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY

B) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN

LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.

PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO

A) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING

LANE AND SHOULDER CLOSURE REQUIREMENTS

DIRECTED BY THE ENGINEER.

THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN OR

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

COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE ENGINEER.

OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING,

MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED OVERLAPPING

DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE TO

CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL

OPERATIONS (UTILITIES, DRAINAGE, ETC.).

OPEN PEDESTRIAN TRAVELWAY HAS BEEN REMOVED FOR CONSTRUCTION

MATERIAL AS APPROVED BY THE ENGINEER) AT ALL LOCATIONS WHERE THE

TEMPORARY SIDEWALKS (CONCRETE, ASPHALT, OR OTHER SUITABLE

IN THE PHASING. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE

S) CONTRACTOR SHALL MAINTAIN SIDEWALK ACCESS AT ALL TIMES AS STATED

COORDINATION WITH THE SIGNING AND DELINEATION UNIT.

ON PAVEMENT MARKING PLANS OR AS DIRECTED BY THE ENGINEER IN

R) ALL CURB RAMP LOCATIONS SHALL BE DERIVED FROM STATIONING SHOWN

TO DELINEATE THE EDGE OF ROADWAY ALONG UNPAVED AREAS.

AND 400 FEET RESPECTIVELY IN ADVANCE OF THE UNEVEN AREAS. USE DRUMS

(W8-7) AND BLACK ON ORANGE ’’PAVEMENT ENDS’’ SIGNS (W8-3) 200 FEET

BY THE ENGINEER. PLACE BLACK ON ORANGE "LOOSE GRAVEL" SIGNS

THE TIE-IN AREA TO AN APPROPRIATE ROADWAY ELEVATION AS DETERMINED

Q) IN THE EVENT A TIE-IN CANNOT BE MADE IN ONE DAY’S TIME, BRING

MISCELLANEOUS

ISLANDS

PLACE DRUMS TO DELINEATE ANY PROPOSED MONOLITHIC

PROPER COLOR PAVEMENT MARKINGS PRIOR TO INSTALLATION.

P) TRACE THE PROPOSED MONOLITHIC ISLAND LOCATIONS WITH

MARKERS BY THE END OF EACH DAY’S OPERATION.

O) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND

LINES.

N) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING

ENGINEER.

INITIAL APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE

PLACE A SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE

M) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS.

SR 3389 (WOODY MILL RD.) PAINT TEMPORARY

SR 3330 (SE SCHOOL RD.) PAINT TEMPORARY

ROAD NAME MARKING MARKER

MARKERS ON INTERIM LAYERS OF PAVEMENT AS FOLLOWS:

L) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT

PAVEMENT MARKINGS AND MARKERS

(SKINNY DRUMS) FOR ADDITIONAL REQUIREMENTS.

ROADS AND STRUCTURES SECTIONS 1130 (DRUMS), 1135 (CONES), AND 1180

EDGE OF AN OPEN TRAVELWAY. REFER TO STANDARD SPECIFICATIONS FOR

LIMIT (MPH) EXCEPT, 10 FT ON-CENTER IN RADII, AND 3 FT OFF THE

IN WORK AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED

K) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES

TRAFFIC CONTROL DEVICES

THE ENGINEER.

(W8-1) 200 FEET IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY

J) INSTALL BLACK ON ORANGE ’’DIP’’ SIGNS (W8-2) AND/OR "BUMP" SIGNS

TRAFFIC PATTERN.

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

DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.

H) INSTALL ADVANCE WORK ZONE WARNING SIGNS NO MORE THAN THREE (3)

SIGNING

WILL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION

- LOCAL ACCESS TO ALL RESIDENCES, BUSINESSES, AND SCHOOL FACILITIES

ROAD) AND SR 3389 (WOODY MILL ROAD) ROUNDABOUT TO TRAFFIC.

STEP 2: REMOVE TRAFFIC CONTROL DEVICES AND OPEN SR 3330 (SE SCHOOL

MARKINGS AS SHOWN ON THE PAVEMENT MARKING PLANS.

PLACE THE FINAL LAYER OF SURFACE COURSE AND FINAL PAVEMENT

PROPOSED ROADWAY AS SHOWN ON TMP-5. REMOVE TEMPORARY PAVEMENT.

STEP 1: USING RSD 1101.02 SHEET 1 OF 15, COMPLETE CONSTRUCTION OF THE

PHASE IV

-SHIFT TRAFFIC TO THE FINAL ALIGNMENT BY THE END OF WORK DAY.

-PLACE TEMPORARY PAVEMENT MARKINGS AS SHOWN ON TMP-5.

ON TMP-5.

-USE WEDGING TO CONSTRUCT A TIE-IN TO THE FINAL ALIGNMENT SHOWN

CONTINUOUS MANNER:

STEP 2: USING RSD 1101.02 SHEET 1 OF 15, PERFORM THE FOLLOWING IN A

SURFACE COURSE.

-L2- STA. 16+63– UP TO BUT NOT INCLUDING THE FINAL LAYER OF

AS NECESSARY, CONTINUE CONSTRUCTION FROM -L1- STA. 13+18– TO

STEP 1: USING RSD 1101.02 SHEET 1 OF 15 AND RSD 1101.04 SHEET 1 OF 1

PHASE III

DAY.

-SHIFT TRAFFIC TO THE PHASE III PATTERN BY THE END OF THE WORK

MARKINGS AS SHOWN ON TMP-4.

-PLACE TRAFFIC CONTROL DEVICES AND TEMPORARY PAVEMENT

TO THE PHASE III ALIGNMENT SHOWN ON TMP-4.

-USE WEDGING TO CONSTRUCT A TIE-IN FROM THE PHASE II ALIGNMENT

CONTINUOUS MANNER:

STEP 2: USING RSD 1101.02, SHEET 1 OF 15, PERFORM THE FOLLOWING IN A

TMP-3. ENSURE RUNOFF DRAINS AND PONDING IS PREVENTED.

NOT INCLUDING THE FINAL LAYER OF SURFACE COURSE AS SHOWN ON

1 AS NECESSARY, CONTINUE CONSTRUCTION FROM PHASE I UP TO BUT

STEP 1: USING RSD 1101.02 SHEET 1 OF 15 AND RSD 1101.04 SHEET 1 OF

PHASE II

(WOODY MILL ROAD) AS SHOWN ON TMP-3.

SR 3330 (SE SCHOOL ROAD) AND DETOUR TRAFFIC TO SR 3389

15 PLACE TRAFFIC CONTROL DEVICES SHOWN ON TMP-3 AND CLOSE


AND PONDING IS PREVENTED.

-L2- STA. 14+23– TO -L2- STA. 15+07–. ENSURE RUNOFF DRAINS

TMP-2. PLACE TEMPORARY PAVEMENT AS SHOWN ON TMP-3 FROM

INCLUDING THE FINAL LAYER OF SURFACE COURSE AS SHOWN ON

TO -L2- STA. 15+17– AND TO -Y- STA. 11+09– UP TO BUT NOT

1 AS NECESSARY, BEGIN CONSTRUCTION FROM -L1- STA. 12+58–


TMP-2.

1 AS NECESSARY PLACE TRAFFIC CONTROL DEVICES AS SHOWN ON


AND SR 3389 (WOODY MILL ROAD).

INSTALL ADVANCE WARNING SIGNS ON SR 3330 (SE SCHOOL ROAD)

STEP 1: USING ROADWAY STANDARD DRAWING (RSD) 1101.01 SHEET 3 OF 3,

PHASE I

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PHASE I

TMP-2

20’

10’

C.0412537

B

BA

A

-RND- STA. 11+00

A-A

10’ 10’

12’ 12’-RND- STA. 12+00

B-B

-L1- STA. 12+58–

-L2- STA. 15+17–

-Y- STA. 11+09–

TYPE III BARRICADE

TYPE III BARRICADE

SR 3330 S

E

School R

d.

SR 3389

Woody Mill Rd.

SR 3389

Woo

dy

Mill Rd.

-L2- STA. 14+23–

BEGIN TEMP. PAVEMENT

-L2- STA. 15+07–

END TEMP. PAVEMENT

-L2- STA. 14+76–

END TEMP. PAVEMENT


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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

SEAL

APPROVED: DATE:

SMiller

G:\

Road

way\

RO15.0

01.00_

Wo

ody

_Mill_

Ro

undabo

ut\

Traffic\

Traffic

Co

ntrol\

TM

P-3.d

gn

4/30/2015


PHASE II

TMP-3

W1-6R

R11-2

48’’ x 30’’

ROAD

CLOSED

48" x 24"

TYPE III BARRICADE

W1-6L

R11-2

48’’ x 30’’

ROAD

CLOSED

48" x 24"

TYPE III BARRICADE A’

A’

B’

B’

12’

20’

10’10’

10’ 10’

12’

-L1- STA. 11+65–

-Y- STA. 11+51–

-L2- STA. 14+23–

BEGIN TEMP. PAVEMENT

-L2- STA. 15+07–

END TEMP. PAVEMENT

10’

-RND- STA. 11+00

-RND- STA. 12+00

-L2- STA. 14+76–

END TEMP. PAVEMENT

A’-A’

B’-B’

7C.041253

SR 3389

Woody Mill Rd.

SR 3389

Woo

dy

Mill Rd.

SR 3330 S

E

School R

d.


5/8/2015


15

SCHOOL

EE

PRO

FESSIONAL

NGIN ER

NORT

H CAROLINA

SEAL

I

037026

ST

EVEN D. MILL

ER

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

SEAL

APPROVED: DATE:

SMiller

G:\

Road

way\

RO15.0

01.00_

Wo

ody

_Mill_

Ro

undabo

ut\

Traffic\

Traffic

Co

ntrol\

TM

P-4.d

gn

4/30/2015


TMP-4

PHASE III

7C.041253

14’

18’

PA

PA

PA

-Y- STA. 11+60–

-L2- STA. 15+51–

-L1- STA. 11+97–

-L2- STA. 16+47–

W1-6L

R11-2

48’’ x 30’’

ROAD

CLOSED

48" x 24"

TYPE III BARRICADE

W1-6R

R11-2

48’’ x 30’’

ROAD

CLOSED

48" x 24"

TYPE III BARRICADE

20’

-Y- STA. 12+50–

-RND- STA. 12+22–

-RND- STA. 12+42–

-RND- STA. 10+01–

-RND- STA. 10+42–

-RND- STA. 10+63–

-L1- STA. 12+67–

-RND- STA. 10+83–

PI

PI

-RND- STA. 11+41–

-RND- STA. 11+62–

-RND- STA. 11+86–

PB

A B

AB

PB

QM

QM

QM

PI

-Y- STA. 11+10–

PP

PB

-L1- STA. 11+21–

P10

P10

P10

-L2- STA. 17+20–

B’’

B’’A’’

A’’

-L2- STA. 16+63–

-L1- STA. 13+18–

-L2- STA. 14+79–

PS

PS

PS

QI

-RND- STA. 11+00

-RND- STA. 12+00

SR 3330 S

E

School R

d.

SR 3389

Woody Mill Rd.

SR 3389

Woo

dy

Mill Rd.

A’’-A’’

B’’-B’’

10’

A


5/8/2015


15

CR

CR

SCHOOL

EE

PRO

FESSIONAL

NGIN ER

NORT

H CAROLINA

SEAL

I

037026

ST

EVEN D. MILL

ER

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

SEAL

APPROVED: DATE:

SMiller

G:\

Road

way\

RO15.0

01.00_

Wo

ody

_Mill_

Ro

undabo

ut\

Traffic\

Traffic

Co

ntrol\

TM

P-5.d

gn

4/30/2015


TMP-5C.0412537

PHASE IV

18’

18’

B’’’

B’’’

A’’’

A’’’

-RND- STA. 11+32–

PS

-RND- STA. 11+54–

-RND- STA. 11+79–

PI

QM

-L2- STA. 17+20–

-L2- STA. 14+87–

PB

-RND- STA. 11+00

-RND- STA. 12+00

SR 3389

Woo

dy

Mill Rd.

SR 3330 S

E

School R

d.

SR 3389

Woody Mill Rd.

-L2- STA. 15+76–

P10

A’’’-A’’’

B’’’-B’’’


5/8/2015


CO

NT

RA

CT:

DG

00253

5/7/2015

G:\

Road

way\

RO15.0

01.0

0_

Woody_

Mill_

Roundabout\

Traffic\

Pav

ment

Markings\

PE

F

Pave

ment

Marking

Seed 3-14-14.d

gn

User:b

cra

wford

STATE OF NORTH CAROLINADEPARTMENT OF TRANSPORTATION

INDEX

GENERAL NOTES

SHEET NO. DESCRIPTION

SHEET NO.TIP NO.

SEAL

DATE:

APPROVED:

PMP-1

PAVEMENT MARKING PLAN

SCHEDULE SHEET

PMP-1 PAVEMENT MARKING PLAN TITLE AND

GUILFORD COUNTY

USED, IT SHALL BE PAID FOR USING THE COLD APPLIED PAY ITEM.

AND DIAGONALS ON ASPHALT OR CONCRETE ROADWAYS. IF HEATED-IN-PLACE IS

IN LIEU OF COLD APPLIED PLASTIC FOR STOP BARS, SYMBOLS, CHARACTERS

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

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

E) 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.

WOODY MILL RD THERMOPLASTIC PERMANENT RAISED

SOUTHEAST SCHOOL RD THERMOPLASTIC PERMANENT RAISED

ROAD NAME MARKING MARKER

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-2 PAVEMENT MARKING DETAIL

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.,

STD. NO. TITLE

1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS

1205.02 PAVEMENT MARKINGS - TWO-LANE AND MULTILANE ROADWAYS

1205.04 PAVEMENT MARKINGS - INTERSECTIONS

1205.05 PAVEMENT MARKINGS - TURN LANES

1205.08 PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES

1205.09 PAVEMENT MARKINGS - PAINTED ISLANDS

1205.10 PAVEMENT MARKINGS - SCHOOL AREAS

1250.01 RAISED PAVEMENT MARKERS - INSTALLATION SPACING

1251.01 RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY

1253.01 RAISED PAVEMENT MARKERS - SNOWPLOWABLE

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

PAVEMENT MARKING SCHEDULE

T.I.P.: 7

C.0

412

53

7C.041253

License: C-2197

Fax:919-789-9591

Tel:919-789-9977

Raleigh, NC 27605

1025 Wade Avenue



PLAN REVIEWED BY: N.C.D.O.T. SIGNING AND DELINEATION UNIT

DE

PA

RT

ME

NT

OF TRANSPO

RT

ATIO

N

ST

A

TE

OF NORTHC

A

RO

LIN

A

SIGNING & DELINEATION REGIONAL ENGINEER

PLAN PREPARED BY: SEPI Engineering & Construction

JAMES HAMBRIGHT

RENEE B. ROACH, PE, CPM SIGNING & DELINEATION ENGINEER

SIGNING & DELINEATION PROJECT DESIGN ENGINEER SIGNING & DELINEATION PROJECT DESIGN ENGINEER

RICHARD DRAYTON

STEVEN D MILLER, PE

MB CRYSTAL & RED

MA YELLOW & YELLOW

PERMANENT RAISED PAVEMENT MARKERS

UN 24" YIELD LINE TRIANGLE

THERMOPLASTIC PAVEMENT MARKING SYMBOLS (90 MILS)

UI ALPHANUMERIC CHAR.

THERMOPLASTIC PAVEMENT MARKING CHARACTER (120 MILS)

TP YELLOW DIAGONAL

TN WHITE GORELINE

THERMOPLASTIC(8", 90 MILS)

TB YELLOW EDGELINE

TA WHITE EDGELINE


TI YELLOW DOUBLE CENTER


T2 WHITE STOPBAR


T10 3 FT. - 3 FT./SP WHITE MINISKIP


SYMBOL DESCRIPTION

1267.01 FLEXIBLE DELINEATORS - INSTALLATION

1267.02 FLEXIBLE DELINEATORS - SPACING TABLES

EE

PRO

FESSIONAL

NGIN ER

NORT

H CAROLINA

SEAL

I

037026

ST

EVEN D. MILL

ER


5/8/2015


NC

GRID

NA

D 83

NA 2011

HIGH SCHOOL

SOUTHEAST GUILFORD

10+00

15+00

15+00

7C.041253 PMP-2

PAVEMENT MARKING DETAIL

SR 3330 (S

OUT

HE

AST S

CH

OOL

RD) -

Y-

TI12’

12’

12’

12’

T10

UN

T10

UN

STA. 10+61– -Y-

TB

STA. 11+10– -Y-

TI

TB TI

TN

UN

T10

STA. 10+63– -Y-

TB

TA

TP

TI

12’12’

STA. 10+88– -RND-

TIE TO EXISTING

STA. 12+50– -Y-

STA. 12+42– -RND-

STA. 10+59– -Y-= TN

STA. 11+79– -RND-

TA

TA

STA. 11+99– -Y-

STA. 11+57– -Y-

TA

TA

TI

TI

TIUI

STA. 11+64– -RND-

STA. 12+51– -RND-

STA. 10+01– -RND-

SR 3389 (

WO

OD

Y

MILL R

D) -L2-

SR 3389 (WOODY MILL RD) -L1-

-DNR-

-DNR-

-RND-

STA. 10+72–

TB

STA. 10+42– -RND-

STA. 13+21– -L1-= TN

STA. 11+20– -L1-

T2

STA. 10+95– -L1-

T2

STA. 12+67– -L1-

TBSTA. 11+76– -L1-

STA. 13+16– -L1-

STA. 10+63– -RND-

STA. 13+18– -L1-= TN

STA. 11+32– -RND-

STA. 14+34– -L2-= TN

STA. 14+39– -L2- STA. 14+91– -L2-

STA. 14+91– -L2-

TIE TO EXISTING

STA. 17+20– -L2-

STA. 16+22– -L2-

STA. 14+39– -L2-

STA. 11+54– -RND-

TN STA. 14+37– -L2-=

STA. 12+23– -RND-

TN STA. 10+58– -Y-=

TIE TO EXISTING

STA. 11+00– -L1-

10+00 1

2+00

11+00

UI

UI

UI

(Yellow)

Flexible Delineator

(Yellow)

Flexible Delineator

STA. 12+67– -L1- TB

STA. 12+11– -L1- TI

(Yellow)

Flexible Delineator

STA. 13+15– -L1- TN

CR

CR

5/7/2015

G:\

Road

way\

RO15.0

01.0

0_

Woody_

Mill_

Roundabout\

Traffic\

Pav

ment

Markings\

PM

P-2.d

gn

User:b

cra

wford

SHEET NO.TIP NO.

SIGN-3CR-XXXX

SEAL

DATE:

APPROVED:

SCHOOL

YIELD

YIELD

YIELD

EE

PRO

FESSIONAL

NGIN ER

NORT

H CAROLINA

SEAL

I

037026

ST

EVEN D. MILL

ER


5/8/2015


7C.041253 CONST.

STATE STATE PROJECT REFERENCE NO.

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

NO.TOTALSHEETS

N.C.SHEET

1

Prepared in the Office of:

GRAPHIC SCALES

LOCATION:

TYPE OF WORK:

09/08/99


4/20/2015

...\

WO

OD

Y_

EC_

TIT

LE.d

gn

US

ER:F

ke

ys

CO

NT

RA

CT:

License: C-2197

Fax:919-789-9591

Tel:919-789-9977

Raleigh, NC 27605

1025 Wade Avenue



VICINITY MAP

7C.041038 PE

7C.0412

53

7C.041253

N/A

GUILFORD COUNTY

LOCATION

PROJECT

WB

S

NU

MB

ER:

See Sheet 1A For Index of SheetsSee Sheet 1B For Conventional symbols

See Sheet 1C For Survey Control Sheet

GRADING, DRAINAGE, AND PAVING

25 50 10050 0

PLANS

INTERSECTION OF SOUTHEAST SCHOOL ROAD

AND WOODY MILL ROAD

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

THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES

EROSION AND SEDIMENT CONTROL MEASURESTemporary 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

1606.01 Special Sediment Control Fence

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

1633.02EW

CFW

DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS

RALEIGH, N.C.

ROADSIDE ENVIRONMENTAL UNIT

2012 STANDARD SPECIFICATIONS

LEVEL III CERTIFICATION NO.

3480

AND SEDIMENT CONTROL PLANS

LEVEL III DESIGNER OF EROSION

ELIZABETH (LIZ) DINATALE, PE

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

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

Temporary Berms and Slope Drains

Gravel Construction Entrance

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

1630.05 Temporary Diversion

1630.04 Stilling Basin

Temporary Silt Ditch

Silt Basin Type B

1630.06 Special Stilling Basin

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 Sediment Dam Type A

Temporary Rock Sediment Dam Type BRock Pipe Inlet Sediment Trap Type A

Temporary Rock Silt Check Type B

Temporary Rock Silt Check Type A

Rock Pipe Inlet Sediment Trap Type B

1634.01

1634.02

1635.01

1635.02

1640.01

1645.01

Coir Fiber Baffle

Temporary Stream Crossing

Railroad Erosion Control Detail

Special Sediment Control Fence


Riser Basin

1604.01

1630.01

1606.01

1622.01

1607.01

1630.03

1630.02

1605.01

these plans.

Roadway Standard Drawings

Matting Installation1631.01

CONSTRUCTION.

GRUBBING PHASE OF

FOR CLEARING AND

EROSION CONTROL PLANS

THIS PROJECT CONTAINS

PLAN FOR PROPOSEDHIGHWAY EROSION CONTROL

3389

3551

3551

3606

3613

3612

3604

3601

3330

3512

3538

3548

3537

3615

3580

3602

3549

3600

3648

3648

3656

3649

3508

3603

3643

3600

3609

36053602

3624

3696

3695

3697

3699

3549

3389

3330

3602

3741

3758

3757

3551

3608

421 -Y-

CR

CR

VICINITY MAP

-Y-

4

TO SR 3381

LOCATION

PROJECT

TO US 421

-L2-

-L1-

-L1- STA. 11+00.00

BEGIN PROJECT

-L2- STA. 17+20.00

END PROJECT

STA. 12+50.00

END -Y-

TO S

R 10

05

-RND-

ROAD

WOODY MILL

ROAD

MIL

L

WOOD

Y

RO

AD

SC

HO

OL

SE

-Y- =10+00.00

-L2- =13+77.46

-L1- =13+77.46

NA

D 83

NA

D 83



ENGINEER ENGINEER

R/W SHEET NO.


7C.041253 EC-2

NATURAL GROUND

NATURAL GROUND

FLOW

2’(MAX.)

CROSS SECTION

CROSS SECTION

TRAPEZOIDAL DITCH

VEE DITCH

EDGE OF PAVEMENT

ISOMETRIC VIEW

PAVEMENT

SHLD.

SLOPEBACK

SLOPE

DITCH

STAKE2’ UPSLOPE

MATTING

STAKE2’ DOWNSLOPE

STAKE2’ UPSLOPE

MATTING

STAKE2’ DOWNSLOPE

TOP VIEW

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:

WATTLE WITH POLYACRYLAMIDE (PAM) DETAIL

PAM(1 OZ.)

FLOW

PAM(1 OZ.)

PAM(2 OZ.)



7C.041253 EC-3


SOIL STABILIZATION SUMMARY SHEET


ENGINEER ENGINEER

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 MATTING FOR EROSION CONTROL

-l1- 11+00 12+50 rt 65

181

65

246

270


EC-3A

SHEET NO.

7C.041253

PROJECT REFERENCE NO.


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.


15 30 6030 0

PLANS

CONSTRUCTION SHEET 4

EROSION CONTROL FOR

CLEARING AND GRUBBING

15

026

-L1-

-Y-

01

03

02

03

03

03

03

03

03

03

02

01

02

02 02

02

02

02

02

02

02

02

02

02

01

00

01

01

02

01 01

01

01

01

02

01

01

01

01

01

00

00

00

02

00

00

04

04

04

04

04

04

(TYP)

20’

CR

CR

REMOVE

REMOVE

REMOVE

REMOVE

REMOVE

REMOVE

15"

15"

15" R

CP-IV

18" RC

P-IV

18"

15"

15" R

CP-IV

15"

DI

CB

CB

CB

CB

CB

CB

CB

CB

CB

15"

RCP-IV

15" RCP-IV

REMOVE

CB

REMOVE AND REPLACE

SEE DETAIL 1


12"

REMOVE

18" RCP-IV

15"

15"

RCP-IV

2GI

REMOVE AND REPLACE

REMOVE AND REPLACE

REMOVE

DRAIN

TO

GRADE

TB JB w/MH

CB

18"

15" RCP-IV

15" R

CP-IV

REMOVE

15" RCP-IV

REPLACE

REMOVE AND

DRAIN

GRADE TO

DRAIN

GRADE TO

GRADE TO DRAIN

EST. 8 SYGF

EST. 2 TONS

CL I RIP RAP

EST. 10 SYGF

EST. 4 TONS

CL I RIP RAP

1

RE

VISIO

NS


ENGINEER ENGINEER

R/W SHEET NO.


7C.041253

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/17/99

744

746

748

748

748

750

750

750

750

750

750

750

750

750

750

752

752

752

752

752

752

752

754

754

754

754

754

754

754

754

756

756

756

756

756

756

756

756

756756

758

758

758

758

758

758

758

758

758

758

758

758

760

760

760

760

760

760

760

760

760

760

760

760

760

760

760

760

760

760

760

760

760

762

762

762

762

762

762

762

762

762

762

762

762

762

762

762

762

762

762

762

762

762

764

764

764

764

764

764

764

764

764

764

764

764

764

764

764

766

766

766

766

766

766

766

766

766

768

768

768

768

770

770 7707

72

S

T

TH

H

EOT

EOT

EOT

EOT

EOT EOP

EOP

EOP

EOP

EOP

CO

NC

30" C

&G

30" C

&G

60" C

ON

C

DI

DI

BK SIGN

CBCB

CB

CB

PAVED PARKING

PAVED PARKING

24’ P

AVE

D

35’ P

AVE

D

10’ GR

9’ GR

10’ GR

10’ G

R

GR

GR

GR

CB

DI

26’ BST

21’ B

ST

RAPRIP-WV

WV

H

WM

EIP

EIP

1

2

3

4

5

8

9

10


DB 3507 PG 1378

PB 80 PG 86


KATHRYN YOUNTS

BERNARD, ALLAN, &


DB 7077 PG 1222

EIP

EIP

EIP

N 86°16’30" W

313.82’

296.78’

193.28’

S 65°40’56" E85.21’

N 31°16’4

5"

E92.9

8’

-EY1-

-E

L-

-E

Y- N

36°5

6’16

" W

296.7

1’

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXISTING R/W

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

R/W

VARIES

R/

W

VA

RIE

S


GUILFORD COUNTY

PB 102 PG 46

PB 102 PG 46

24" R

CP

8" HDPE

8" H

DP

E

8" H

DP

E

24" RCP

18" HDPE

15" HDPE

18" HDPE

12"

RCP

12"

RCP

35’ B

ST

R/

W

VA

RIE

S

TO

R/

W)

(0.9

4’ EIP

(MONNETT RD)

TO SR 3381

PAVED PARKING

WOODS

B

B

C

C

C

C

CC

C

C

C

B

B

B

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:

EC4/CONST.4

NC GRID

NAD 83 NA 2011

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

C

C

C

C

C

F


15 30 6030 0

PLANS

( Not to Scale)


VARD

FROM STA. 16+00 TO STA. 16+30 RT -L2-

Min. D= 1 Ft.

DETAIL 1

Ground

Natural

Flatter4:

1 or

Slope

Fill

15

026

-L1-

-Y-

01

03

02

03

03

03

03

03

03

03

02

01

02

02 02

02

02

02

02

02

02

02

02

02

01

00

01

01

02

01 01

01

01

01

02

01

01

01

01

01

00

00

00

02

00

00

04

04

04

04

04

04

(TYP)

20’

CR

CR

REMOVE

REMOVE

REMOVE

REMOVE

REMOVE

REMOVE

15"

15"

15" R

CP-IV

18" RC

P-IV

18"

15"

15" R

CP-IV

15"

DI

CB

CB

CB

CB

CB

CB

CB

CB

CB

15"

RCP-IV

15" RCP-IV

REMOVE

CB

REMOVE AND REPLACE

SEE DETAIL 1


12"

REMOVE

18" RCP-IV

15"

15"

RCP-IV

2GI

REMOVE AND REPLACE

REMOVE AND REPLACE

REMOVE

DRAIN

TO

GRADE

TB JB w/MH

CB

18"

15" RCP-IV

15" R

CP-IV

REMOVE

15" RCP-IV

REPLACE

REMOVE AND

DRAIN

GRADE TO

DRAIN

GRADE TO

GRADE TO DRAIN

EST. 8 SYGF

EST. 2 TONS

CL I RIP RAP

EST. 10 SYGF

EST. 4 TONS

CL I RIP RAP

S

T

TH

H

EOT

EOT

EOT

EOT

EOT EOP

EOP

EOP

EOP

EOP

CO

NC

30" C

&G

30" C

&G

60" C

ON

C

DI

DI

BK SIGN

CBCB

CB

CB

PAVED PARKING

PAVED PARKING

24’ P

AVE

D

35’ P

AVE

D

10’ GR

9’ GR

10’ GR

10’ G

R

GR

GR

GR

CB

DI

26’ BST

21’ B

ST

RAPRIP-WV

WV

H

WM

EIP

EIP

1

2

3

4

5

8

9

10


DB 3507 PG 1378

PB 80 PG 86


KATHRYN YOUNTS

BERNARD, ALLAN, &


DB 7077 PG 1222

EIP

EIP

EIP

N 86°16’30" W

313.82’

296.78’

193.28’

S 65°40’56" E85.21’

N 31°16’4

5"

E92.9

8’

-EY1-

-E

L-

-E

Y- N

36°5

6’16

" W

296.7

1’

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXISTING R/W

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

R/W

VARIES

R/

W

VA

RIE

S


GUILFORD COUNTY

PB 102 PG 46

PB 102 PG 46

24" R

CP

8" HDPE

8" H

DP

E

8" H

DP

E

24" RCP

18" HDPE

15" HDPE

18" HDPE

12"

RCP

12"

RCP

35’ B

ST

R/

W

VA

RIE

S

TO

R/

W)

(0.9

4’ EIP

(MONNETT RD)

TO SR 3381

PAVED PARKING

WOODS

B

B

C

C

C

C

C

CC

C

C

CC

C

C

C

C

Sta. 14+60 to Sta. 16+40 LT -L2-

Sta. 10+77 to Sta. 12+00 LT -Y-

Sta. 10+00 to Sta. 12+50 RT/LT -RND-

Sta. 12+50 to Sta. 13+15 RT -L1-

Sta. 11+63 to Sta. 13+06 LT -L1-

on Slope as Work Allows.

Place Matting for Erosion Control

B

C

B

C

RE

VISIO

NS


ENGINEER ENGINEER

R/W SHEET NO.


7C.041253

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/17/99

EC5/CONST.4

NC GRID

NAD 83 NA 2011

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

C

C

C

C

C

F



5/8/2015



X-1

5/7/2015

...\

7C.0

41253_

Rdy_

XS

C_index.d

gn

US

ER:b

cra

wford

8/17/99

CROSS SECTION INDEX

X-1 CROSS SECTION INDEX

7C.041253

-L1-X-2 THRU X-3

-L2-X-4 THRU X-5

-Y-X-6

-RND-X-7 THRU X-9

-DR1-X-10


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

75755/7/2015

...\

XS

C\7

C.0

41253_

Rdy_xpl-

L1-.d

gn

US

ER:b

cra

wford

8/23/99

PROJ. REFERENCE NO. SHEET NO.0

765 765

770 770

760 76010+00.00

765 765

770 770

760 76010+50.00

765 765

770 770

760 76011+00.00

760 760

765 765

770 770

755 755

11+50.00

X-27C.041253

-L1-

2.5 5

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

763.52

763.64

763.50

0.0200.0203.716:14.17

6:1

763.23

0.0050.0252.774:1

4:1


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

75755/7/2015

...\

XS

C\7

C.0

41253_

Rdy_xpl-

L1-.d

gn

US

ER:b

cra

wford

8/23/99


760 760

765 765

770 770

755 755

12+00.00

760 760

765 765

770 770

755 75512+50.00

760 760

765 765

770 770

755 755

13+00.00

760 760

765 765

755 75513+50.00

X-37C.041253

-L1-

2.5 5

762.90

0.0200.0402.818:1

3:1

762.31

0.0040.040

3:1

4:1762.9

1

762.0

9

760.64

0.0200.037

3:1

4:1762.2

2

761.56

759.66


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

75755/7/2015

...\

XS

C\7

C.0

41253_

Rdy_xpl-

L2-.d

gn

US

ER:b

cra

wford

8/23/99


760 760

765 765

755 755

14+00.00

760 760

765 765

770 770

755 755

14+50.00

760 760

765 765

770 770

755 755

15+00.00

765 765

770 770

775 775

760 76015+50.00

X-47C.041253

-L2-

2.5 5

760.05

0.0200.0174:1

4:1762.17

762.4

5

762.48

0.0310.0104:1 4:1763.6

5

764.4

6

764.18

0.0400.037

4:1 4:1764.3

8

765.7

1

764.67


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

75755/7/2015

...\

XS

C\7

C.0

41253_

Rdy_xpl-

L2-.d

gn

US

ER:b

cra

wford

8/23/99


765 765

770 770

775 775

760 76016+00.00

765 765

770 770

760 76016+50.00

765 765

770 770

760 760

17+00.00

760 760

765 765

755 755

17+50.00

X-57C.041253

-L2-

2.5 5

0.0400.040

4:14:1

764.4

0

765.6

4

4:1764.55763.733

0.0330.023

SHEAR TO -DRIVE-

SHEAR TO -DRIVE-

SHEAR TO -DRIVE-

SHEAR TO -DRIVE-

763.98

0.0100.0004:1 4:1

762.52

760.73


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

75755/7/2015

...\

XS

C\7

C.0

41253_

Rdy_xpl-

Y-.d

gn

US

ER:b

cra

wford

8/23/99


755 755

760 760

765 765

770 770

750 750

11+00.00

755 755

760 760

765 765

770 770

750 750

11+50.00

760 760

765 765

755 75512+00.00

760 760

765 765

755 755

12+50.00

X-67C.041253

-Y-

2.5 5

758.53

0.0300.011

4:1 4:1759.6

0

760.4

7

758.86

0.0300.0144:1 7

59.0

6

759.9

0

4:1

759.33

0.0300.0104:1 7

59.0

1

759.3

3

759.93

0.0300.0264:1 759.3

6

759.4

0


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

75755/7/2015

...\

XS

C\7

C.0

41253_

Rdy_xpl-

RN

D-.d

gn

US

ER:b

cra

wford

8/23/99


755 755

760 760

765 765

770 770

750 75010+00.00

760 760

765 765

770 770

755 755

10+25.00

760 760

765 765

770 770

755 75510+50.00

760 760

765 765

770 770

755 755

10+75.00

X-77C.041253

-RND-

2.5 5

0.020

4:1

761.36

7.87 %

758.87

0.020

2.99:1

761.82

6.04 %

759.21

0.020

SHEAR TO -L1-

SHEAR TO -L1-

4.13 %

758.78

0.020 4.01:1762.8

2

2.29 %

760.26


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

75755/7/2015

...\

XS

C\7

C.0

41253_

Rdy_xpl-

RN

D-.d

gn

US

ER:b

cra

wford

8/23/99


760 760

765 765

770 770

755 75511+00.00

760 760

765 765

770 770

755 755

11+25.00

760 760

765 765

770 770

755 755

11+50.00

760 760

765 765

770 770

755 755

11+75.00

X-87C.041253

-RND-

2.5 5

0.020 4:1763.2

3

1.28 %

761.66

0.020

SHEAR TO -L2-

SHEAR TO -L2-

2.15 %

761.61

0.020

SHEAR TO -L2-

SHEAR TO -L2-

4.38 %

760.86

0.020 3.99:1761.63

6.86 %

760.24


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

75755/7/2015

...\

XS

C\7

C.0

41253_

Rdy_xpl-

RN

D-.d

gn

US

ER:b

cra

wford

8/23/99


760 760

765 765

770 770

755 75512+00.00

760 760

765 765

770 770

755 755

12+25.00

760 760

765 765

770 770

755 755

12+50.00

X-97C.041253

-RND-

2.5 5

0.020 4:1761.108.73 %

759.23

0.020

SHEAR TO -Y-

SHEAR TO -Y-

9.43 %

757.74

0.0204:1

760.9

3

8.78 %

758.72


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

75755/7/2015

...\

XS

C\7

C.0

41253_

Rdy_xpl_

DR1.d

gn

US

ER:b

cra

wford

8/23/99


760 760

765 765

755 755

10+00.00

760 760

765 765

770 770

755 755

10+25.00

760 760

765 765

770 770

755 75510+50.00

760 760

765 765

755 755

10+75.00

765 765

760 760

11+00.00

765 765

770 770

760 76011+25.00

765 765

770 770

760 760

11+50.00

765 765

760 760

11+75.00

X-107C.041253

-DR1-

2.5 5

2:12:10.0120.020

2:12:1

0.0080.020

1.99:11.9

9:10.0200.020

2:12:1

0.0200.020

2:10.0160.020

2:12.0

1:1 0.0040.020


docusign envelope id: 0e0498b8-ff37-4376-a8b1 … 7 letting/x-06... · 2015-06-01 · using 3’...

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