utility construction plans designed by: rest area

L320S305 S307

S303

1605

1606

1607

1596

1532

1531

1526

1003

1695

1609

1604

1607

1646

1671

1653

1654

1656

1658

1657

1646

1544

1612

1604

1604

1604

1608

1608

1607

1636

1544

1612 1613

1690

1589

1544

1534

1589

1533

1544

1533

1524

1568

1570

1569

1569

1533

1531

1524

2000

1532

1587

1588

2315

1544

1614

1604

1613

1613

1604

1535

1536

1536

1544

1530

1528

2301

2300

1528

1544

1522

1562

2314

1576

1530

1530

1589

1575

1524

1577

1524

2306

1567

1566

1565

1524

1003

2323

2321

2322

2200

2200

2202

2203

2201

23302331

2329

2333

2335

2336

SchoolBenvenue

SchoolHubbard

High SchoolNorthern Nash

ChurchNew Hope

ChurchSt. Jhona

CemeteryBraswell

CemeteryRobinson

Memorial CemeteryRocky Mount

CemeteryWhitley

CemeteryHilliard

CemeteryHales

CemeteryWhitfeild

CemeteryColey

CemeteryVaughn

Cemetery Ellen

Cemetery Brown

.07

1.4

0

.96

.63

Rd.

Oak

Rd.

Rd.

Rd.

Drake

Boseman Rd.

Boseman

Rd.

Duck Pond

Rd.

Bro

wnton

Rd.

Red

Crooked

Deans

Rd.

Red

Robin

Driv

e

Bro

wnto

wn

Rd.

Unnamed

Coppedge

Coppe

dge

Rd.

Rd.

Cole

y

Rd.

Rd.

Dr.

Jo

Brake

Rd.

Hunter

Hill

Rd.

Course Rd.

Jones

Lassiter

Pittman

Red

Hubbard

Dr.

Church

St.

Rd.

Mcla

ne

Rd.

Ja

mie

Rd.

Rd.Chris

Kim’s Ct.

Jami

e

Pine

St.

Dogwoo

d

Dr.Dr.

Oak

wood

Wollet

Mill

Rd.

Hart

BobbyLn.

Bro

wnto

wn

Rd.

Dr.

Northern

Hills

Rd.

Nash

Rd.

Rd.

NashEastCir.

Rd.

LambertRd.

Quail

Roost

Rd.

Turkey

Foot

Rd.

Northern

Northern

Jocile

Ln.

Joe

Rd.

Elle

n

Rd.

Peele

Rd.

Dr.

Octa

via

Gold

Dr.

Battleboro

Oak

Oak

Oak

Oak

BattleboroBattleboro

Battlebor

o

Rd.

Rd.

Alwoo

d

Ln.

South

South

MorningsideLn.

Englis

h

Rd.

Ave.

Ext.

Ext.

Win

stead

Halifa

x

Halifa

x

Halifa

x

Halifa

x

Rd.

Rd.

Rd.

Halifax

Halifa

x

Win

dBriarCourt

Pky.

Corporatio

n

Dr.

Ashle

y

GreenCove Ln.

Gre

en

Valle

y Ln.

Green

Meado

w L

n.

Green

Rid

ge

Ln.

Wesley Dr.

Jones Ct.

Doroth

y St.

Mill

Pond

Rd.

Braxton

Pl.

CornwallisDr.

Laurel

Rd.

Trail

Alcorn

Rid

ge

Rd.

Court

Cassie

Bessie

Sin

gletr

ee Ln.

Jeffrey’s

Sunset

Dr.

Raper

Dr.

Wim

berly

Ave. B

envenue

Clu

b

View

Rd.

Northern Blvd.

Cobb

Rd.

Deerin

g

Rd.

Ln.

Sports

man

Trail

Dr.

Yucca

Brandy

win

e

Ln.

BrandywineCt.

Peartre

e

Rd.

WillowGlynnRd.

Benvenue

Forest

Rd.

Rd.

Toddsbury

MuscadineRd.

DunnDr.

Forest

Dr.

FieldcrestDr.

Dr.

Hackberry

Dr.

Deerw

alk

Trail

Lessie

Bessie

Ln.

Bessie

Ct.

Cou

ntryClu

bRd.

Dr.

Jasmine

Ln.

Brandy

win

eRd.

Forge

Old

Rd.

Morla

nd Dr

Barn Hill F

ar

m R

d

Rusty’s R

d

Education Dr

Bumpy Ln

Dortches Blvd

Cole

y R

d

Happy V

alley L

n

Foxhall Dr

Ely Dr

Canal

Dr

Brentw

ood Dr

Rountree D

r

Old B

arn R

d

Bridgeton Rd

Burnt

Mill

Rd

Bro

ok

meade Ct

Philips Ave

Hom

estead R

d

Tre

eto

p L

n

White Hall D

r

Wilkeshire Rd

Kent D

r

S H

ornbea

m D

r

Sparro

w H

aw

k Ln

Dortches Blvd

Gold R

ock R

d

Peele R

d

Peele R

d

Catie’s Ln

Fis

her F

arm R

d

Fis

her Far

m R

d

Ricks Rd

Horse Pen Rd

Rockcre

ek Dr

Brentw

ood D

r

Cunnin

gham

Dr

Foxhall

Dr

Foxhall Dr

Crabapple Ln

Crabapple L

nCarol

Rd

Hastin

gs Dr

Kent Ct

Brid

ge

wood R

d

To

wn H

all R

d

Rd.

Benvenue

Gold R

ock R

d

Gold R

ock R

d

Gold R

ock R

d

ChurchBenvenue

ChurchSt. Delight

ChurchGrovePleasant

ChurchGreenSpring

Creek

Goose

Hornbeam

Branch

95

95

95

95

.15

.08

Drake

Dortches

Pop. 840

.25

448

43

1.09

1.29

64.45

.02

.19.98

64

.09

.78

43

.20

.42

.85

.03

.35

.53

.60

.61

43

1.5

3

.99

.34

.68

48

48

48

48

.16

.30

1.2

8

.64

.01

.08

.29

1.8

2

1609

.83

.65

.50

2321

VICINITY MAP

25 50 10050

25 50 10050

5 105

0

0

0

PROFILE (HORIZONTAL)

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

0

00

SEAL INDEX OF SHEETS

SHEET NO. DESCRIPTION

All Signatures CompletedDocument Not Considered Final Unless

G

GERG .R

SEM

A

J

A

NILORAC HTR

O

N

LANOISSEF

O

RP

REENIGNE

LAES

87873

PROFILE SHEETS

UTILITY CONSTRUCTION SHEETS

DETAILS

NOTES

UTILITY SYMBOLOGY

TITLE SHEET

WATER OWNER ON PROJECT

SHEET NO.

James R. Gregg UTILITIES PROJECT ENGINEER

UTILITY CONSTRUCTION PLANS DESIGNED BY:

AREAPROJECT

UC-1

(1) NCDOT

AND REPLACEMENT

I-95 WATER MAIN EXTENSION

REST AREA

NCDOT NASH COUNTY

UC-8 TO UC-9

UC-5 TO UC-7

UC-4A & UC-4B

UC-3

UC-2

UC-1

MANUAL AND THE NCDOT 2018 ROADWAY STANDARD DRAWINGS.

2018 STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NCDOT

I

WV

I

WV

I

WV

I

WV

I

WV

I

WV

I

WV

I

WV

IWV

I

WV

I

WV

I

WV

NOGAP

10

50

100

1000.000000

WLA01

53B

I-95 NORTH

I-95 SOUTH

NA

D 83

Compass C

reek

NEW 6" WATER MAIN

NEW 6" WATER MAIN

Rest Area

Sheet UC-5

Sheet U

C-6

Sheet UC-7

NEW 6" WATER MAIN

Rest Area

11/30/18

RFH

RWM

PWM

GV

REM WM

PS(W)

LS

LS/BP

BV

TGV

PFH

BO

RRPZ

RBFP

PRPZ

PBFP

REM FH

TEL PED

AR

UV

CP

SP

PS(SS)

HH

T

C

11� Degree Bend

22� Degree Bend

45 Degree Bend

90 Degree Bend

Plug

Cross

Tee

Reducer

Relocate Fire Hydrant

Relocate Water Meter

Gate Valve

Remove Water Meter

Line Stop

Line Stop with Bypass

Butterfly Valve

Tapping Valve

Blow Off

Relocate DCV Backflow Preventer

Relocate RPZ Backflow Preventer

Remove Fire Hydrant

Utility Pole with Base

Underground Power Line

UTILITIES PLAN SHEET SYMBOLS

Power Pole

Telephone Pole

Joint Use Pole

Telephone Pedestal

Thrust Block

NOTE

Trenchless Installation

Encasement by Open Cut

Encasement

Plan Note

Underground Telephone Cable

Underground Telephone Conduit

Underground Fiber Optics Telephone Cable

Aboveground Water Line

Underground TV Cable

Underground Water Line

Underground Fiber Optics TV Cable

Underground Gas Pipeline

Aboveground Gas Pipeline

Underground Gravity Sanitary Sewer Line

Aboveground Gravity Sanitary Sewer Line

Underground SS Forced Main Line

Underground Unknown Utility Line

*

*

*

*

*

*

*

*

*

*

Water Manhole

Power Manhole

Telephone Manhole

Sanitary Sewer Manhole

SUE Test Hole

H-Frame Pole

Hand Hole for Cable

Power Transformer

Telephone Pedestal

CATV Pedestal

Gas Valve

Gas Meter

Located Miscellaneous Utility Object

Abandoned According to Utility Records

End of Information

Power Transmission Line Tower

*

A/G Gas

A/G Sanitary Sewer

A/G Water

PROPOSED WATER SYMBOLS

Water Line (Sized as Shown)

Water Meter

Fire Hydrant

Water Pump Station

RPZ Backflow Preventer

DCV Backflow Preventer

(Sized per Note)

Manhole

Sewer Pump Station

PROPOSED SEWER SYMBOLS

(Type as Shown)

Utility Line Drawn from Record

(Type as Shown)

Designated Utility Line

(Sized as Shown)

Gravity Sewer Line

(Sized as Shown)

Force Main Sewer LineE.O.I.

AATUR

(Type as Shown)

Utility Line by Others

Air Release Valve

Utility Vault

Concrete Pier

Steel Pier

For Existing Utilities

PROPOSED MISCELLANOUS UTILITIES SYMBOLS

EXISTING UTILITIES SYMBOLS

Sanitary Sewer Cleanout

Fire Hydrant

Water Valve

Water Meter

TPower Pole

Telephone Pole

Joint Use Pole

Utility Pole

W

P

T

SHEET NO.

REVISED:

0 10’ 025’ 25’ 50’5’5’

VERTICAL SCALE HORIZONTAL SCALE

PREPARED IN THE OFFICE OF:

PLANS ONLYUTILITY CONSTRUCTION

G

GERG .R

SEM

A

J

A

NILORAC HTR

O

N

LANOISSEF

O

RP

REENIGNE

LAES

87873

Unless All Signatures CompletedDocument Not Considered Final

DESIGNED BY: JRG

CHECKED BY: JRG

UTILITY CONSTRUCTION

DRAWN BY: TK

SHOWN ON THIS SHEETWATER LINE CONSTRUCTION

SIMPSON - I95

WATER MAIN EXTENSION

APPROVED BY: JRG

UC-2

11/30/18

STRUCTURES" DATED JANUARY 2018.

"STANDARD SPECIFICATIONS FOR ROADS AND

NC DEPARTMENT OF TRANSPORTATION’S

MEET THE APPLICABLE REQUIREMENTS OF THE

THE PROPOSED UTILITY CONSTRUCTION SHALL

THE EXISTING UTILITIES BELONG TO NCDOT.

APPLICABLE PLUMBING CODES.

PERFORM ALL WORK IN ACCORDANCE WITH THE

RESOURCES, WATER QUALITY SECTION.

ENVIRONMENT QUALITY, DIVISION OF WATER

NORTH CAROLINA DEPARTMENT OF

OF THE RULES AND REGULATIONS OF THE

LINES TO BE INSTALLED WITHIN COMPLIANCE

PUBLIC WATER SUPPLY SECTION. ALL SEWER

WATER RESOURCES,

ENVIRONMENTAL QUALITY, DIVISION OF

OF THE NORTH CAROLINA DEPARTMENT OF

COMPLIANCE OF THE RULES AND REGULATIONS

ALL WATER LINES TO BE INSTALLED WITHIN

DEPARTMENT.

ALLOWED, BUT ARE NOT BINDING UPON THE

OR IS SECONDARY TO THIS CONTRACT ARE

WORK THAT IS NOT PART OF THIS CONTRACT

UTILITY OWNER AND CONTRACTOR FOR THE

ENGINEER. AGREEMENTS BETWEEN THE

CONTRACT UNLESS AUTHORIZED BY THE

NOT BINDING UPON THE DEPARTMENT OR THIS

THE CONTRACTOR AND UTILITY OWNER ARE

COMMUNICATIONS AND DECISIONS BETWEEN

ADMINISTRATIVE AUTHORITY.

CONSTRUCTION CONTRACT AND HAS

THE DEPARTMENT. THE DEPARTMENT OWNS THE

UTILITY FACILITIES AFTER ACCEPTANCE BY

UTILITY FACILITIES AND WILL OWN THE NEW

THE UTILITY OWNER OWNS THE EXISTING

INSPECTION OF CONSTRUCTION AND TESTING.

PROGRESS AND PROVIDE OPPORTUNITY FOR

REPRESENTATIVES INFORMED OF WORK

INTERRUPTION. KEEP UTILITY OWNERS’

AND ONE WEEK PRIOR TO SERVICE

WEEKS PRIOR TO COMMENCEMENT OF ANY WORK

PERSONNEL AND THE UTILITY OWNER TWO

CONSTRUCTION. NOTIFY DEPARTMENT

REPRESENTATIVES TO ALL PHASES OF

PERSONNEL AND THE OWNER’S

PROVIDE ACCESS FOR THE DEPARTMENT

NECESSARY.

WEEKENDS, AT NIGHT, AND ON HOLIDAYS IF

REQUIREMENTS. MAKE CONNECTIONS ON

ACCORDANCE WITH THE UTILITY OWNER’S

ENDANGERING THE UTILITY SERVICE, AND IN

CONVENIENT TO THE PUBLIC, WITHOUT

PROPOSED UTILITIES AT TIMES MOST

MAKE CONNECTIONS BETWEEN EXISTING AND

ACTUAL CONDITIONS, OR AS DIRECTED.

ON THE PLANS, AS REQUIRED TO FIT THE

TO THE EXISTING SYSTEM WHERE INDICATED

MAKE FINAL CONNECTIONS OF THE NEW WORK

COST TO THE DEPARTMENT.

OR BETTER CONDITION AT NO ADDITIONAL

TO EXISTING FACILITIES TO THE ORIGINAL

FACILITIES. REPAIR ANY DAMAGE INCURRED

AND FOR AVOIDING DAMAGE TO EXISTING

CONSTRUCTION OF THE PROPOSED UTILITIES

FACILITIES AS NECESSARY FOR THE

AND TYPE MATERIAL OF THE EXISTING

DETERMINING THE EXACT LOCATION, SIZE,

UTILITIES. MAKE INVESTIGATIONS FOR

TYPE OF MATERIAL FOR ALL EXISTING

INFORMATION FOR THE LOCATION, SIZE, AND

THE PLANS DEPICT THE BEST AVAILABLE 1.

2.

3.

4.

5.

9.

8.

7.

6.

GENERAL NOTES: PROJECT SPECIFIC NOTES:


WETLANDS, OR BUFFER ZONES.

NO DAMAGE IS ALLOWED TO RIVER,

NORTH CAROLINA PROFESSIONAL ENGINEER.

BORE DESIGNED AND SEALED BY A LICENSED

CONTRACTOR’S RESPONSIBILITY TO HAVE

TRENCHLESS INSTALLATION. IT IS

STANDARD SPECIFICATIONS CONCERNING

SECTIONS 102, 107, AND 1550 OF THE

CONTRACTOR’S ATTENTION IS DIRECTED TO

WITH NCDOT SPECIFICATIONS.

FOR WATER) AND SHALL BE IN ACCORDANCE

COLOR CODED ACCORDING TO UTILITY (BLUE

UTILITIES. WIRE, TAPE AND PIPE SHALL BE

INSTALLED WITH ALL PLASTIC PIPE

TRACER WIRE AND WARNING TAPES SHALL BE

TAKE PLACE IN THE DIP FITTINGS.

FITTINGS. ALL ALIGNMENT CORRECTIONS TO

HEAVY EQUIPMENT IN ORDER TO CONNECT TO

BENT OR JOCKEYED INTO POSITION WITH

INSTALLED IN THE TRENCH SHALL NOT BE

FUSED PVC LENGTHS THAT HAVE BEEN

1.

3.

4.

5.

6.SPECIFICATIONS.

SECTION 1500 OF THE STANDARD

1500-7, " SUBMITTALS AND RECORDS" IN

PRIOR TO DELIVERY TO THE PROJECT. SEE

ALL UTILITY MATERIALS SHALL BE APPROVED 10.

SWITCHOVERS AND MAKING CONNECTIONS.

FOR A MAXIMUM OF TWO (2) HOURS FOR

WATER SERVICES MAY ONLY BE SHUT DOWN

INDICATED ON THE CONSTRUCTION DRAWINGS.

HORIZONTAL DIRECTION DRILL (HDD) AS

DR-18, AND FUSIBLE PVC C900 DR 18 FOR

PROPOSED WATER LINE SHALL BE PVC C900

2.

WILL NOT BE ALLOWED.

MANUFACTURER. GASKET-TYPE RESTRAINT

RESTRAINED MUST BE APPROVED BY THE

C900 DR 18 WITH BELL RESTRAINED. ALL

(RJDI) CLASS 350, FUSIBLE PVC, OR PVC

RESTRAINED JOINT DUCTILE IRON PIPE

PVC WITH JOINT RESTRAINT SHALL BE

7.

8.

CLOSURES.

THE MUTCD FOR ALL LANE AND SHOULDER

INDICATED IN THE MOST RECENT EDITION OF

TO ALL TRAFFIC CONTROL PROCEDURES AS

CONTRACTOR SHALL BE REQUIRED TO ADHERE

CLOSURES.

ADVANCE OF ALL LANE OR SHOULDER

NOTICE TO NCDOT AT LEAST 24 HOURS IN

TRAVEL LANES. CONTRACTOR SHALL PROVIDE

ALL WORK ADJACENT TO SHOULDER AND

AND ENGINEER FOR REVIEW/APPROVAL FOR

SUBMIT TRAFFIC CONTROL PLAN TO NCDOT

PRIOR TO CONSTRUCTION, CONTRACTOR SHALL

AND/OR SHOULDER CLOSURES ARE REQUIRED.

MINIMIZE THE AMOUNT OF TIME THAT LANE

CONTRACTOR SHALL USE DUE DILIGENCE TO

11.

12.

PIPE IN LIEU OF CONCRETE BLOCKING.

CONTRACTOR SHALL USE RESTRAINED JOINT

CONSTRUCTION.

MUST BE STORED ON SITE DURING

MINIMIZE THE AMOUNT OF MATERIALS THAT

CONTRACTOR SHALL USE DUE DILIGENCE TO

THE DRAWINGS.

REQUIRED IN ADDITION TO THOSE SHOW ON

CONSTRUCTION AREA. MEASURES MAY BE

PREVENT SEDIMENTATION FROM LEAVING THE

INSTALL ALL MEASURES NECESSARY TO

CONTROL MEASURES. CONTRACTOR SHALL

OF ALL EROSION AND SEDIMENTATION

INSTALLATION, MAINTENANCE, AND REMOVAL

CONTRACTOR SHALL BE RESPONSIBLE FOR

THE ENGINEER.

HELD BETWEEN NCDOT, THE CONTRACTOR, AND

PRE-CONSTRUCTION CONFERENCE SHALL BE

AND 4:00 TO 6:00 PM. A

BETWEEN THE HOURS OF 7:00 TO 9:00 AM

SHOULDER SHALL BE CLOSED OR RESTRICTED

REQUIRED ON THIS PROJECT. NO LANE OR

TRAFFIC CONTROL SUPERVISOR SHALL BE

A QUALIFIED AND TRAINED WORK ZONE

10.

9.

13.

WILL NOT BE ALLOWED.

OFF-SITE. HAULING OF TIMBER OFF-SITE

ON-SITE AND THEN DISPOSED OF PROPERLY

ALL VEGETATIVE MATERIAL MUST BE CHIPPED

SHEET NO.

REVISED:

0 10’ 025’ 25’ 50’5’5’




G

GERG .R

SEM

A

J

A

NILORAC HTR

O

N

LANOISSEF

O

RP

REENIGNE

LAES

87873


DESIGNED BY: JRG

CHECKED BY: JRG


DRAWN BY: TK


SIMPSON - I95


APPROVED BY: JRG

UC-3

11/30/18

PROJECT DETAILS

NOT TO SCALE

3

NOT TO SCALE

2NOT TO SCALE

1TYPICAL VALVE BOX INSTALLATIONTAPPING SLEEVE AND VALVE

ELEVATION

PLAN

NOTES:

ENCASEMENT PRIOR TO INSTALLING SADDLE

SIDE OF SADDLE LOCATION WTH CONCRETE

PVC PIPES SHALL BE SUPPORTED EITHER

PROCTOR

SHALL BE A MIN. OF 95% STANDARD

ALL BACKFILL TO 2’-0" ABOVE PIPE

PRIOR TO POURING CONCRETE BLOCKING

WITH 10 MIL. POLYETHYLENE SHEETS

ALL FITTINGS SHALL BE COVERED

EXIST. MAIN

SLEEVE

NEW TAPPINGTRENCH WALL

UNDISTURBED

BLOCKING

CONCRETE

VALVE

NEW TAPPING

VALVE

NEW TAPPINGTRENCH WALL

UNDISTURBED

SLEEVE

NEW TAPPING

BLOCKING

CONCRETE

PIER

BOTTOM

UNDISTURBED

BEDDING

CRUSHED STONE

PAVEMENT REPLACEMENT

CONCRETE PAD

MINIMUM 3000 psi

VALVE BOX

GRADE

FINISHED

BAR AS SHOWN

2 RINGS OF #3 REINF

BAR AS SHOWN

2 RINGS OF #3 REINF

14" DIA.

23" DIA.

SAND FILL

VALVE BOX

SECTION A-A

PLAN

3’-0"

MIN

4"

4"

"4310

4"

2"

2"

"216

27" DIAMETER

WATER

AA

UC-4

UC-4UC-4NOT TO SCALE

3

UC-4

TO FUSIBLE PVC HDD

CONNECTION DETAIL - DIRECT BURY PIPE

LOCATIONS.

APPLY TO ALL VALVES AT ALL

FLANGES ARE COVERED. THIS WILL

POURED SO THAT NO FITTINGS OR

1’-2" x 1’-2" CONCRETE PAD TO BE

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 B

INSET B

STAPLES

VAR.

2’(MIN.)

2 IN.

See Inset A

INSET A

STAKES

STANDARD SPECIFICATIONS.

INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE

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

INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON

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

PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE

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

INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE

WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.

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

CROSS SECTION.

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

USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.

NOTES:

NOT TO SCALE

5

UC-4

WATTLE DETAIL

UC-4A

1631.01 - MATTING INSTALLATION (TEMPORARY DITCH LINER)

1630.05 - TEMPORARY DIVERSION (DRAINAGE SLOPE)

1607.01 - CONSTRUCTION ENTRANCE

1606.01 - SPECIAL SEDIMENT CONTROL FENCE

1605.01 - TEMPORARY SILT FENCE

REFER TO NCDOT STANDARD DETAILS FOR THE FOLLOWING:

SHEET NO.

REVISED:

0 10’ 025’ 25’ 50’5’5’




G

GERG .R

SEM

A

J

A

NILORAC HTR

O

N

LANOISSEF

O

RP

REENIGNE

LAES

87873


DESIGNED BY: JRG

CHECKED BY: JRG


DRAWN BY: TK


SIMPSON - I95

UC-xWATER MAIN EXTENSION

APPROVED BY: JRG

1. 2.

A CLEAN EDGE (TYP.)

SAW CUT TO PROVIDE

PAVEMENT SHALL BE

BACKFILLED (TYP.)

TRENCH HAS BEEN

SAWCUT AFTER

(TYP.)

TRENCH EXCAVATION

SAWCUT PRIOR TO

CONCRETE, BUT NO CASE LESS THAN 6 INCHES THICK.

" THICKER THAN EXISTING21NEW CONCRETE

8" CRUSHED STONE.

TYP S9.5A.

2" BITUMINOUS CONCRETE SURFACE COURSE

6" OF CRUSHED STONE.

AREA TO BE TAMPED.

NOTE: SEE SPECIFICATIONS FOR GRAVEL DRIVES.

A.

B.

C.

D.

E.

EXISTING PAVEMENT

12" 12" 12"

12"

12"

12"

(NON-STATE ROADS)

PAVED ROADS

ASPHALT

PAVED DRIVE

PRIVATE ASPHALT

CONCRETE DRIVE

PRIVATE

DAYS FROM THE DATE THE CUT WAS MADE.

REPAIRED WITHIN A MAXIMUM OF THREE (3)

PAVEMENT ON NON-STATE ROADS SHALL BE

THE NCDOT DISTRICT ENGINEER.

ALLOWED WITHOUT PRIOR APPROVAL FROM

OPEN CUT OF NCDOT ROADWAYS WILL NOT BE

ROADS

UNPAVED

A

C D

A A

D C B

E

A

2000PV (TYP.)

EBAA MEGALUG SERIES

DUCTILE IRON FITTING

MECHANICAL JOINT

AN

GLE

HD

D E

NT

RY

D.I.P. OR PVC

DIRECT BURY

FUSIBLE PVC

11/30/18

11/30/18

SHEET NO.

REVISED:

0 10’ 025’ 25’ 50’5’5’




G

GERG .R

SEM

A

J

A

NILORAC HTR

O

N

LANOISSEF

O

RP

REENIGNE

LAES

87873


DESIGNED BY: JRG

CHECKED BY: JRG


DRAWN BY: TK


SIMPSON - I95


APPROVED BY: JRG

184.4

20+

00

21+

00

22+

00

23+

00

24+

00

10+00

11+00

12+00

13+00

14+00

15+00

16+

00

17+

00

18+

00

19+

00

B-1

B-2

TG

V

GV

I-95 SOUTH

I-95 NORTH

6" Water Main (Approx)

Asphalt Pavement

Asphalt Pavement

Asphalt Pavement

Woods

Woods

Woods

Woods

Woods

FH

R/WR/W

NC

DO

T R/W (W

IDT

H V

ARIE

S)

Property Line (Approx)

(10’ MIN. INSIDE R/W)

6" WATER MAIN

UC-5

SEE S

HEET U

C-6

MA

TC

HLIN

E STA 24+

00

STA. 10+37+/-

BEGIN HDD

BEGIN STA. 10+00

AND INSTALL NEW 6" TAPPING SLEEVE & VALVE.

CONTRACTOR SHALL LOCATE EX. 6" WATER MAIN

STA. 14+77+/-

END HDD

1.

2.

3.

AS WORK ALLOWS. (SEE DETAIL)

MATTING FOR EROSION CONTROL ON ENTIRE SLOPE

FOR SLOPES EXCAVATED GREATER THAN 10 FEET, INSTALL

ADJACENT TO PERMITTED WETLANDS AS WORK ALLOWS.

PLACE MATTING FOR EROSION CONTROL ON SLOPES

INSTALLED BY OPEN CUT.

THROUGH ALL WOODED AREAS WHERE WATER MAIN IS

CONTRACTOR SHALL CLEAR AND GRUB A 20’ WIDE PATH

NOTES:

BY HORIZONTAL DIRECTIONAL DRILLING

441 LF OF 6" FUSIBLE PVC (C900-DR18)

(SEE DETAIL)

WATTLE, TYP.

(SEE NCDOT DETAIL 1606.01)

SPECIAL SEDIMENT CONTROL FENCE


CONSTRUCTION ENTRANCE




SILT FENCE, TYP.


SILT FENCE, TYP.

6" VALVE & BOX

11/30/18

24+00

25+00

26+00

27+00

28+

00

29+

00

30+00

31+00

32+00

33+00

34+00

35+00

36+00

37+00

GV

SHEET NO.

REVISED:

0 10’ 025’ 25’ 50’5’5’




G

GERG .R

SEM

A

J

A

NILORAC HTR

O

N

LANOISSEF

O

RP

REENIGNE

LAES

87873


DESIGNED BY: JRG

CHECKED BY: JRG


DRAWN BY: TK


SIMPSON - I95


APPROVED BY: JRG

I-95 SOUTHAsphalt Pavement

R/W

Woods

W o o d s

Woods

Woods

R/W

Property Line (Approx)

Pro

perty Lin

e (

Appro

x)

Property Line

(Approx)

Asphalt Pavement

Asphalt Pav

ement

PROPERTY LINE)

(10’ MIN. INSIDE

6" WATER MAIN

(10’ MIN. INSIDE R/W)

6" WATER MAIN

Woods

1.

2.

3.









NOTES:

SEE SH

EET U

C-5

MA

TC

HLIN

E STA 24+

00

SEE

SHEE

T UC-7

MATC

HLI

NE

STA

37+00

UC-6

Co

mpass Cre

ek

20’

30’

30’

20’

Zone 1 Tar-

Pam Riparian B

uffer

Zone 2 Tar-

Pam Riparian B

uffer

Zone 1 Tar-

Pam Riparian B

uffer

Zone 2 Tar-

Pam Riparian B

uffer



ST

A. 3

0+

48+/-

BE

GIN H

DD

ST

A. 3

3+19+/-

EN

D H

DD

REQUIRED IN THIS AREA, TYP.

SEVEN (7) DAY STABILIZATION

REQUIRED IN THIS AREA, TYP.

SEVEN (7) DAY STABILIZATION

(SEE DETAIL)

WATTLE, TYP.










SILT FENCE, TYP.


TEMPORARY SLOPE DRAIN





6" VALVE & BOX

11/30/18

I

WV

I

WV

I

WV

I

WV

I

WV

I

WV

T T

T

ET

T

IWV

I

WV

I

WV

I

WV

I

WV

I

WV

37+00

38+00

39+00

40+00

41+00

42+00

43+00

44+00

45+

00

46+00

47+00

GV PFH

GVGV

SHEET NO.

REVISED:

0 10’ 025’ 25’ 50’5’5’




G

GERG .R

SEM

A

J

A

NILORAC HTR

O

N

LANOISSEF

O

RP

REENIGNE

LAES

87873


DESIGNED BY: JRG

CHECKED BY: JRG


DRAWN BY: TK


SIMPSON - I95


APPROVED BY: JRG

37+00

38+00

39+00

40+00

41+00

42+00

43+00

44+00

45+

00

46+00

47+00

I-95 SOUTHAsphalt Pavement

Asph

alt Pa

vement

Asp

halt P

arkin

g

Asp

halt P

arkin

g

Asphalt Parking

R/WR/W

30" R

CP

30" R

CP

Asphalt Parking30" R

CP

30" R

CP

6" x 3" TEE

8" Sa

nitar

y Sew

er (A

pprox)

8" Sanitary Sewer (A

ppro

x)

2" Water Line (A

pprox)

Woods

Woods

Woods

6" VALVE AND BOX

RECONNECT TO EXISTING SERVICE

CAP EXISTING SERVICE LINE

Woods

1.

2.

3.









NOTES:

STA. 37+60+/-

BEGIN H

DD

STA. 39+29+/-

EN

D H

DD

Bldg

Bldg

Conc S/

W

(SEE REPAIR DETAIL)

OPEN-CUT SIDEWALK

3" WATER MAIN

Inv Out=145.16

Inv In=145.26

Rim=150.86

SSMH

Inv=140.84

Rim=147.43

CB

Inv Out=142.20

Inv In=142.33

Rim=149.14

CB

CO

CO

CO

CO

" W

ater Service (

Appro

x)

43

Sew

er S

ervice Lin

e (A

ppro

x)

" Water Service (A

pprox)

43

UC-7

SEE SHEET

UC-6

MATC

HLI

NE STA 37+

00

" Water Line (

Approx)

212

" W

ater Line (Appro

x)

212

"" Water S

ervice (A

ppro

x)

211

INSET "A"



THIS SHEET

SEE INSET "A"

GV

(3X SCALE)

"" Water S

ervice (A

ppro

x)

211

8" Sa

nitar

y Sew

er (A

pprox)

" Water Line (

Approx)

212

Inv=145.15

Rim=148.92

CI

(10’ MIN. FROM BOC)

6" WATER MAIN

POWER, TYP.

NEW WATER MAIN AND EXISTING

10’ MIN. SEPARATION BETWEEN30" RCP

ASSEMBLY

FIRE HYDRANT

3" W

ater Lin

e (A

ppro

x)

GV

INSET "B"(3X SCALE)

3" Water Line (A

pprox)

" Water Service (A

pprox)

43

3" x 3" TEE (CUT-IN)

6" x 3" REDUCER

6" VALVE & BOX

6" WATER MAIN

THIS SHEET

SEE INSET "B"

THICK #57 STONE

APPROX. 3,000 SF OF MIN. 6"

WITHIN SILT FENCE

STAGING/STORAGE AREA






SILT FENCE, TYP.

DETAIL 1605.01)

(SEE NCDOT

SILT FENCE, TYP.

6" VALVE & BOX

11/30/18

SHEET NO.

REVISED:


DRAWN BY: TK

0 10’ 025’ 25’ 50’5’5’





5/28/99

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

UC-x

DESIGNED BY: JRG

CHECKED BY: JRG

G

GERG .R

SEM

A

J

A

NILORAC HTR

O

N

LANOISSEF

O

RP

REENIGNE

LAES

87873


APPROVED BY: JRG

SIMPSON - I95


GV

TGV

GV

190

190

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00

24+00 25+00 26+00 27+00 28+0 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00

200

180

170

160

150

140

130

120

110

180

170

160

150

140

200

210

220

230

190

180

170

160

150

140

200

190

200

180

170

160

150

140

130

120

110

I-95 N

orth

I-95 S

outh

Co

mpass Creek

441 LF OF 6" FUSIBLE PVC (C900-DR18) BY HORIZONTAL DIRECTIONAL DRILL

Ex. Grade Ex. Grade

Ex. Grade

Ex. Grade

Ex. Grade

Ex. Grade

to R

est Area

I-95 N

orthbound R

am

p

STA. 27+61+/-

UC-8

R/W

COVER

3’-0" MIN.

6" C900 PVC WATER MAIN


271 LF OF 6" FUSIBLE PVC (C900-DR18) BY HORIZONTAL DIRECTIONAL DRILL

COVER

3’-0" MIN.

TYP. (SEE DETAIL)

RESTRAINT FITTING,

6" C900 W/ JOINT

TYP. (SEE DETAIL)

RESTRAINT FITTING,

6" C900 W/ JOINT

15’

MIN.

15’

MIN.

WATER MAIN

JOINT RESTRAINT

C900 PVC W/

37 LF OF 6"

ST

A. 10+

00+/-

ST

A. 10+

37+/-

ST

A. 14+

78+/-

ST

A. 16+

38+/-

STA. 15+21+/-

STA. 15+25+/-

COVER

3’-0" MIN.

WATER MAIN

JOINT RESTRAINT

C900 W/ PVC

24 LF OF 6"

WATER MAIN

PVC W/ JOINT RESTRAINT

60 LF OF 6" C900

WATER MAIN

PVC W/ JOINT RESTRAINT

60 LF OF 6" C900

Zone 1 - 3

0’ Rip

aria

n B

uffer

Zone 2 - 2

0’ Rip

aria

n B

uffer

Zone 1 - 3

0’ Rip

aria

n B

uffer

Zone 2 - 2

0’ Rip

aria

n B

uffer

TYP. (SEE DETAIL)

RESTRAINT FITTING,

6" C900 W/ JOINT

TYP. (SEE DETAIL)

RESTRAINT FITTING,

6" C900 W/ JOINT

ST

A. 27+

49+/-

ST

A. 27+

73+/-

ST

A. 29+

88+/-

ST

A. 30+

48+/-

ST

A. 33+

19+/-

ST

A. 33+

79+/-

ST

A. 35+

86+/-

ST

A. 38+

00+/-

10’

MIN.



STA. 10+00+/-

6" TAPPING SLEEVE & VALVE

ST

A. 37+

60+/-

TYP. (SEE DETAIL)

RESTRAINT FITTING,

6" C900 W/ JOINT

STA. 36+65+/- STA. 36+77+/-

(Approx)

Main

Ex. 6" Water

JOINT RESTRAINT WATER MAIN

174 LF OF 6" C900 PVC W/

DIRECTIONAL DRILL

HORIZONTAL

PVC (C900-DR18) BY

6" FUSIBLE

40 LF OF

STA. 36+89+/-

6" VALVE & BOX

STA. 15+35+/-

6" VALVE & BOX

WATER MAIN

JOINT RESTRAINT

161 LF OF 6" C900 PVC W/

11/30/18

SHEET NO.

REVISED:


DRAWN BY: TK

0 10’ 025’ 25’ 50’5’5’





5/28/99

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

DESIGNED BY: JRG

CHECKED BY: JRG

G

GERG .R

SEM

A

J

A

NILORAC HTR

O

N

LANOISSEF

O

RP

REENIGNE

LAES

87873


APPROVED BY: JRG

SIMPSON - I95


GV

GV

GV

150

140

130

120

110

100

160

170

180

190

150

140

130

120

110

100

160

38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00

Ex. Grade

Ex. Grade (Approx)

2" Water Line (Approx)

" Water Service43

(Approx)

3" Water Line

Exit R

am

p / Drive fro

m R

est

Are

a


TYP. (SEE DETAIL)

RESTRAINT FITTING,

6" C900 W/ JOINT

ST

A. 38+

00+/-

ST

A. 44+

57+/-

ST

A. 47+

63+/-

10’

MIN.

COVER

3’-0" MIN.

COVER

3’-0" MIN.

UC-9

ST

A. 39+

29+/-

ST

A. 40+

75+/-

(Approx)

Inv=145.84+/-

8" Gravity Sewer

(Approx)

2" Water Line

COVER

3’-0" MIN.

2’-0" MIN.

12" MIN. SEPARATION

(Approx)

Inv=140.93

30" RCP

DIRECTIONAL DRILL

(C900-DR18) BY HORIZONTAL

129 LF OF 6" FUSIBLE PVC

306 LF OF 6" C900 W/ PVC JOINT RESTRAINT WATER MAIN

STA. 47+61+/-

6" VALVE & BOX

STA. 47+53+/-

BEND

STA. 46+35+/-

FIRE HYDRANT TEE

STA. 45+60+/-

6" VALVE & BOX

STA. 45+53+/-

6" x 3" TEE

STA. 47+62+/-

6" x 3" REDUCER

WATER MAIN

JOINT RESTRAINT

147 LF OF 6" C900 PVC W/

STA. 39+81+/-

STA. 39+72+/-

6" VALVE & BOX

11/30/18

utility construction plans designed by: rest area

Documents