unofficial website copy - delawaregssdocs.deldot.delaware.gov/bids/t201606902 - plans.pdf ·...

Unofficial Website Copy

DEPARTMENT OF TRANSPORTATION

CONTRACT T201606902 PAGE 2 OF 43

SOUTH DISTRICT CONVERSION ROADS, SOUTH, 2016

CONTRACT DESCRIPTION & LOCATIONS THE PURPOSE OF THIS CONTRACT IS TO CONVERT EXISTING SURFACE TREATED ROADS IN SUSSEX COUNTY TO WARM MIX. THE LOCATIONS ARE LISTED BELOW, HOWEVER THE DEPARTMENT RESERVES THE RIGHT TO ADD OR DELETE LOCATIONS AND/OR QUANTITIES WITH NO CHANGES TO UNIT PRICES. THE WORK SHALL INCLUDE WARM MIX OVERLAYS, WARM MIX WEDGING, WARM MIX PATCHING, PIPE REPLACEMENTS, STRIPING, TOPSOILING, SEEDING, MULCHING, RESTORATION, MOT AND ANY OTHER WORK ASSOCIATED WITH EACH LOCATION.

Location Rd Description From To Length

1 S206 (Cedar Neck Rd) New Hot Mix near S14 S210 (Bucks Rd) 0.23 miles

2 S247 (Log Cabin Hill Rd) S258 (Hudson Rd) Rt. 9 Project Limits 1.74 miles

3 S251 (Neptune Rd) S248 (Gravel Hill Rd) S319 (Sand Hill Rd) 1.35 miles

4 S252 (Huff Rd) S248 (Gravel Hill Rd) S319 (Sand Hill Rd) 1.83 miles

5 S291 (Martin Farm Rd) S22 (Indian Mission Rd) S262 (Fisher Rd) 2.01 miles

6 S337 (Handy Rd) S113 (DuPont Blvd) Hot Mix Pavement 0.34 miles

7 S342 (Sandy Landing Rd) S26 (Vines Creek Rd) End of Roadway 0.97 miles

8 S472 (Phillips Hill Rd) S62 (E Trap Pond Rd) S431 (Conaway Rd) 4.42 miles

9 S505 (Rider Rd) S24 (Sharptown Rd) S76 (Columbia Rd) 1.33 miles

10 S50A (Turn Point Rd) New Hot Mix End State Maintenance 0.17 miles

11 S557 (Briarhook Rd) S554 (Hill Rd) S30 (Atlanta Rd) 2.39 miles

12 S585 (Woodbridge Rd) Hot Mix Pavement S32 (Scotts Store Rd) 0.93 miles

13 S613 (Memory Rd) S36 (Shawnee Rd) Kent County Line 1.12 miles

Total 18.83 miles


DELAWARE DEPARTMENT OF TRANSPORTATION

LOCATION MAP

PAGE 3 OF 43CONTRACT T201606902

1

1

SOUTHSHORES

CEDAR

VILLAGE

WHITEOAK

DAM

AndersonCrossroads

Argos Corner

Davis Landing

Island

Todds

Sheppards

Island

Slaughter Creek

Beaver

dam Bra

nch MILFORD NECKWILDLIFE AREA

CEDAR CREEK UNIT

Cedar Creek

Pond

Mill Pond

CEDAR CREEKESTATES

Cedar

Creek

Slaughte

r Creek

HIDDEN

MEADOWS

MATLINDSESTATES

NATURE PRESERVECEDAR CREEK

ALT

RD

BRIC

KG

RAN

ARY

RD

36

30

204

36 205

205

202 206

206

201

36

210

206

7

38

224

207207A

212

212

14

211

208

200 224

218

38

224A

224

224B 22014E

14F

217216A

224

216224

214

214

212

212216

214

215

636637

627

215

14

215A215

221

222

219

220

14

14E

CEDAR BEACH RD

KIRB

Y RD

BUCKS

RD

SAPP RD

MILLS RD

MILLS RD

WILKE

NS

RD

BAY A

VE

RU

TT R

D

SLAU

GHTE

R BEA

CH

RD

BAKERFIELD RD

BAKERFIELD RD

DR

APER

SLAU

GHTE

R NEC

K RD

SUGAR HILL RD

DA

NIE

LS R

D

CHURCH RD

BEN

SON

RD

CUBBAGE POND RD

JOHNSO

N RD

ELKS LODGE RD

CO

ASTAL H

WY

COASTAL HWY

CO

ASTA

L HW

Y

CED

AR CREEK

FORK R

D

RD

RD RD

NEC

K

CEDAR

CED

AR

NEC

K

RD

RD

DA

VIS LA

NDIN

G

ARGOS CORNER

RD

WELLS

BUTTO

NWOOD

RD

RD

HERRIN

G BRANCH

RD

CROOKED RD

CED

AR C

REEK R

D

RD

RD

FLEATO

WN

RD

CUBBAGE POND

RD

RD

JOHNSO

N

RD

CED

AR C

REEK

RD

NECK

SLAUGHTER

NEAL RD

30

210

BUCKS RD

SH

ARPS R

D

SHARP

S RD

PINE

HAVEN


TO S210 (BUCKS RD)

FROM S14 (COASTAL HWY)

S206 (CEDAR NECK RD)

LOCATION 1



LOCATION MAP


1

EAST SIDEVILLAGEVILLAGE

COLLINS AND

RUSSELL DEV.

COLONY

CAVE

SU-SAXACRES

HERONWOOD

CARSYLIANCARSYLIANACRES

ARABIANACRES

LAZY LAKE

COOL SPRINGMANOR

BRIARBRIARWOODWOODMANOR

LOGCABIN

OVER-BROOKSHORES

CRIPPLECREEK

Shingle Point

BroadkillStation

Harbeson

Bennum

GravelHill

CoolSpring

Pinetown

Branch Branch

Pemberton

Pond

PondWagamons

Pond

Diamond

Bra

nch

Imgram

Ditch

Dutton

Bra

nch

Rou

nd

Pole

Creek

Beaverda

m

DEERWOOD

Mill

Crooked

Branch

FARMS

COOL

SPRING

Lavinia

BROADKILL

SA

MLU

CAS

RD

HWY

MILTONELLENDALE

HWY

MARTINS

FARM

RD

R. R. CO.

R. R. CO.

H

MILTON MS

BRITTINGHAM

ES

MILTON MS

BRITTINGHAM

ES

H

9

404

16

530

MILTON

16

22

B

212A

22A

197

250

89

16

8822

22

319256

22

249

249255

22

257

88

260

259

88

88

258

258

257

14

261

264258

14D

238

319

319

252

251

248

248

248A

254

255

242

319

248

264

258

261261A

247247

18

281 282290

262

290258

262

262

290 286294 29322

18

18254

249

249

291

253

HU

DSO

N

RD

DIA

MO

ND

FA

RM

RD

WALKER RD

DAIRY FARM

RD

PINETO

WN RD

SWEETBRIAR RD

AR

ABIA

N

AC

RES R

D

CAVE NECK RD

CAVE NECK RD

CAVE NECK RD

FRONT ST

MU

LBERRY ST

FED

ERAL

ST

UNIO

N

ST

HA

RBESO

N

RD

JOSEPH

S R

D

LOG CABIN HILL RD

FISHER RD

DO

DDTO

WN RD

BRIARWOOD R

D

SA

ND

HIL

L RD

SA

ND

HIL

L

SAND HILL RD

HUFF R

D

PRETTYMAN RD

PET

TYJO

HN

RD

CARPENTER RD

RD

GR

AVEL HIL

L

RD

RD

BURTON

RD

RD

DO

NO

VA

N

NEP

TUNE

RD

LOCKERMAN

RD

HU

DSO

N

RD

RD

CO

UNTR

Y

RD

MO

RRIS

EXT

AVE

LAVI

NIA S

T

HARBESO

N

RD

GRAVEL

HILL R

D

EAGLES CRES

T RD

SPRIN

G

CO

OL

RD

RD

POIN

T

SHIN

GLE

BENNUM

ATLANTIC RD

SHIN

GLE

POIN

T R

D

RO

UN

D

POLE BRIDGE

RDWEB

B

HARBESO

N

RD

5A

5A

5A

SOUTH DISTRICT CONVERSION ROADS , SOUTH, 2016

TO RT. 9 PROJECT LIMITS

FROM S258 (HUDSON RD)

S247 (LOG CABIN HILL RD)

LOCATION 2

TO S319 (SAND HILL RD)

FROM 248 (GRAVEL HILL RD)

S251 (NEPTUNE RD)

LOCATION 3

TO S319 (SAND HILL RD)

FROM S248 ( GRAVEL HILL RD)

S252 (HUFF RD)

LOCATION 4

TO S262 (FISHER RD)

FROM S22 (INDIAN MISSIN RD)

S291 (MARTIN FARM RD)

LOCATION 5



LOCATION MAP


RIVER VIEW

WARWICK

PARK

HOLIDAYACRES

DIAMONDACRES

KERSEY'SEVERGREEN

ACRES

HELMSLANDING

SANDYBEACH

DOGWOODACRES

PINE

POINT

RiverdaleRosedale

Beach

SandyLanding

Bra

nch

Bra

nch

INDIAN

RIVER

Creek

Swan

Gut

Warwick

Pepper

Creek

Creek

Creek

H

DO

WNS

LANDIN

G

RD

SUSSEX

CENTRAL MS

EAST

MILLSBORO

ES

SUSSEX

CENTRAL MS

H

26113

5

DAGSBORO

MILLSBORO326

24

305

331

339

338

339

2482

82

337

337A

113

331A

331B

332

331

331

333

333

83

310A

313

313A

312312

312

311

297A

312

346

26

344

342

342

345

342

342A341

341 341A327343

336

336

335

335

335A

336

330

335

332

331

334A

334

334

407

407

393

26

26

20

20

336A

336B 341B

JOHN J. WILLIAMS HWY

JERS

EY R

D

RIVER

RD

OAK O

RCHARD AVE

AVE

DEL

AW

ARE

POSS

UM POIN

T RD

MITC

HELL ST

BUNTIN

G RD

BUNTING RD

AD

AM

S RD PINEY N

ECK RD

BALLAST POINT RD

SUSSEX R

D

GR

AY R

D

WEST BEA

CH

RD

VINES C

REEK R

D

VINES

CREEK R

D

IRON BRANCH RD

IRON BRAN

CH RD

BUNTING

RDTH

OROGOODS

RD

DIC

KERS

ON RD

HAN

DY

RD

RD

WARW

ICK

RDRIVER RD

PO

WER PLA

NT R

D

IRO

N

BR

AN

CH

RD

RD

DAGSBORO

CRICKE

T

ST

ST

RD

NEC

K

PINEY HUDSON

RD

FALLI

NG PO

INT

RD

CREE

K RD

DO

GW

OO

D

AC

RES R

D

WIN

GATE

RD

HELM

S

LAN

DIN

G

RD

RD

BREASU

RE

RD

SA

ND

Y

LA

NDIN

G

VINES CREEK

RD

PEP

PER

RD

MA

RIN

A

RD

FIRE

TOW

ER

CHIE

FS RDRD


TO HOT MIX JOINT

FROM S113 PROJECT LIMITS

S337 (HANDY RD)

LOCATION 6

TO END OF ROADWAY

FROM S26 (VINES CREEK RD)

S342 (SANDY LANDING RD)

LOCATION 7



LOCATION MAP


Whaleys

Crossroads

Crossroads

Pusey Crossroads

Lowes Crossroads

Branch

Grays

Pond

Trap

STATE PARK

Branch

Sanders

Pond

Pepper

Branch

Cowhouse

EAST

24

424

424

425

61 445A

421

440

441436

439439

421

424

436

436472

472

421

431

472

434A

434

434

448

62

447

449A

24

437A

449

62

62

437

450

450

422A

422A437

437

438

472

24

WH

ALE

YS RD

LAUREL RD

LAUREL RD

PARADISE R

D

PA

RA

DIS

E R

D

CAREY

S CA

MP

RD

SAMUEL HILL RD SU

BSTATIO

N

RD

RD

SAUNDERS

CU

RLE

Y D

R

CU

RLE

Y D

RPU

SEY'S R

D

WO

MAC

H

RD

JESTIC

E FA

RM

RD

SC

OTT LA

ND

RD

PHILLIPS HILL RD

PHILLIPS HILL RD

CR

OSS KEYS R

D

RD POIN

T RD

ROSS

TRAP

PO

ND

RD

SAMUEL HILL RD

SA

MU

EL HIL

L R

D

ENGLISH RD

FOX

CURLEY

DR

GOOSE NEST RD

LITTLE HILL R

D

PO

ND

RD

CAM

P RD

PEAR TR

EE R

D

LONE CYPRESS

RD PEAR

TREE

JOHNSON RD

TRAP

ADAMS

RD

EAST TRAP PO

ND

RD


TO S431 (CONAWAY RD)

FROM S62 (EAST TRAP POND RD)

S472 (PHILLIPS HILL RD)

LOCATION 8Unofficial Website Copy


LOCATION MAP


ESTATES

HOLLY

PARK

DICKERSONMANOR

PUSEYDEV.

Portsville

Creek

Cod

Owens

Branch

Branch

Tussock

y

Pond

Tussock

Mill

Pond

Portsville

Bra

nch

Mill

ESTATES

KNOLLFOREST

ROBERT L. GRAHAM

ROBERT L. GRAHAM

WILDLIFE AREA

WILDLIFE AREA

LA

OLD

24

24

LAUREL

501

501

515

515

510

510

509

510

510A

24

494

494

492

24

492

493495 497

495

494

494

500

498

493

497

49724

514509

509505

76

505

505B

506

506

498

498A

494

24

MT. PLE

ASA

NT RD

MT. P

LEASA

NT R

D

WATSON RD

DIC

KERSO

N

RD

AIRPORT RD

ELLIS G

RO

VE R

D

WILLIA

MS R

D

SHOCKL

EY R

D

RID

ER RD

JOHN COOPER RD

BLUE

BIRD LA

NE

CO

LU

MBIA

RD

SHAR

PTOWN

RD

PORT

SVILLE

RD

RD

PORTSVILLE

RD

OLD S

HARPTO

WN

RD

ELLIS

GROVE

RD

AIRP

ORT

RD

HIC

KO

RY

RD

CHANDLER RD

RD

CH

URC

H

HORS

EY

HO

RSEY C

HU

RC

H

RD

BACONS

RD

SUSA

N

BEA

CH

RD

HIC

KO

RY

RD

BR

AN

CH SC

HO

OL R

D

SHARPTOWN RD

SHO

CKLE

Y R

D

SAIN

T G

EO

RG

E R

D

DO

GW

OO

D

OLD


TO S76 (COLUMBIA RD)

FROM S24 (SHARPTOWN RD)

S505 (RIDER RD)

LOCATION 9



LOCATION MAP


OCEAN

MEYLEESTATES

ROGERSHAVEN

MURRAYESTATES

BAY

SHORE

DENTONMANOR

LAND OFPLEASANT

LIVING

BANKS-VILLEPARK

HOLLYRIDGE

PINEYPT.

LYNNLEELEE

COLLINS

CREEKESTS.

THERESERVATION

QUILLENPOINT

BAYSIDEHAMLETCEDAR

SHORES

RIVER

BAY

Creek

Collins W

hite

Creek

Assa

woman

Canal

BeachBethany

SaltPond

Simon

Glade

Indian River Inlet

DELAWARE NATIONAL

GUARDHAVEN

MURRAYS

LORD

BALTIMORE ES

LORD

BALTIMORE ES

COAST GUARD

STATION

INDIAN RIVER INLET

26

MILLVILLE

OCEAN

VIEW

50A

357A

357

358

50359357

360

351

350

26

361

361

84

35726

346A

347

349

350

352

353

352

CO

ASTAL H

WY

CO

ASTAL H

WY

WEST A

VE

WHIT

ES N

EC

K R

DOLD

MILL RD

RAIL

WAY

RD

SANDY COVE RD

CED

AR

NEC

K R

D

CEN

TRAL

AVE

GARFIELD PARKWAY

ATLANTIC AVE

RD

QUILLENS POINT

RD

HICKMAN

RD

FRED HUDSON RD

CLU

B

HOUSE R

D

WIN

DMIL

L D

R

WIN

DMILL

DR

AVECENTRAL

BENNETT ST

349A

BLUFF


TO END OF STATE MAINTENTANCE

FROM NEW HOT MIX

S50A (TURN POINT RD)

LOCATION 10


LOCATION MAP


13

13

13BR

K E

N T

HICKORY

RIDGE

COLLINS POND

ACRES

MESSICK

DEV.

MIDDLEFORDACRES

FISHER MILLPARK

BRYAN

PARK

GREENACRES

LAKESHORES

BIG PINEESTATES CANNON

BRANCHVIEW

DEVONSHIREWOODS

ATLANTA

ESTATES

THEOAKS

HERITAGE

VILLAGE

RIVERSEND

LAKEWOOD

WATERVIEWACRES

ALEXANDERLANE

SHUFELT

ACRES

GARDENS

NEWTONWOODS

PASS-

WATERSESTS.

BROAD ACRESWOODLANDSTATION

MEADOWACRES

KENMOREPARK

COLLINSMILL

Scotts

Corner

Jacobs Crossroads

Atlanta

GREENWOOD

BRIDGEVILLENORTH

CANTERBURY APTS.

RICLANDHEIGHTS

FlowerStation

Wesley

CannonCannon

BowdensGarage

Clarksons

Crossroads

Dublin Hill

Cocked Hat

Blanchard

Staytonville

OwensSt.Johnstown

Gully Camp

CedarCorners

CoverdaleCrossroads

Old Furnace

Middleford

Concord

GumCrossroads

Oakley

Church

TomsDam

Bra

nch

Branch

Nantico

ke

Bra

nch

Cart

Bra

nch

Grubby

Nanticoke

Neck

River

Bra

nch

Bee

Polk

Branch

Branch

Double Fork

Parker&

Ditch

Sampson

Ditch

Branch

Branch

Mine

Stafford

Branch

Gla

de

Branch

Long

BranchCronypond

Bra

nch

Tom

sDa

m

Bra

nch

Owens

Branch

WestBranch

Gum

Branch

Parker N

o.

Prong

1

Maple

Beaver

Branch

&

Da

m

ELLENDALESTATE

OWENS

TRACT

Deep

Rum Bridge

Layton

Deep

Creek

Ditc

h

Shorts

Pond

Collins

Branch

Gra

velly

ChurchCokesburyB

ranch

Gravelly

Ditch

Tussocky

Nantico

ke

River

Gu

m

Bra

nch

Branch

Bridgeville

BranchTurkey

DitchAke

Newto

nDitch

Willia

mH.

Clear

Bro

ok

Pron

g

Freid

el

Branch

Bucks

Pond

Hearns

PondConcord

Herring

Run

Chapel

Branch

Branch

Brights

Branch

Briar

Creek

DeepR.R.

Pond

Fleetwood

Tyndall

REDDEN

FOREST

BRIARHOOK

MARATHON

ESTATES

PARK

BRIDGEVILLE

CHASE

WRIGHTTRACT

B

B

R

R

WEBB

FAR

MRD

CENTURY

FAR

M

TU

LL R

D

WEB

B

FAR

M

RD

ELLENDALE GREENWOOD

HWY

ELLENDALE

R.R.

AVE

OAK

OA

K

RD

OA

K

WEBB

FARM

RD

NANTICOKEACRES

NO

RF

OLK S

OU

TH

ER

N

NO

RF

OLK S

OU

TH

ER

N

H

WOODBRIDGE

ES

WOODBRIDGE

CENTER

WEST

SEAFORDES

SEAFORD

CENTRAL ES

SEAFORD

MS

SEAFORDSHS

DOUGLASSCHOOL

WOODBRIDGE

ES

WOODBRIDGE

CENTER

WEST

SEAFORDES

SEAFORD

CENTRAL ES

SEAFORD

MS

SEAFORDSHS

DOUGLASSCHOOL

H

20

20

18

16

404

404

404

404

404

404

18

16

36

36

18

16

36

SEAFORD

GREENWOOD

BRIDGEVILLE

36

42

626

594

44

42

624

224

224

594

594

224

224

36

613

613

613

613A

629

614

628

632

612

612A

631

16

4

4

589

589A

589

600583A

632

36

16

16

58134

34

570

569

580

578

34

578

404

580

575 575B

31

31

574

573

586

16

585

585

587A

587

589

588

1616

32 16C

590

583

583

585

34

32

562

404

562

562

31

576

563

563

563A

404

582

563

600

600

600

565

599

4

5584

4040

40565

591

611

611

598

597597

600

594

600

601

602

602

611

611

611

44

44

630

16

16

630

603594

594

603

610

604

42

596

638

63842

42

595

40

565

594

594

591

42

595

595

595

609

606

40

565

565

484

517A

46

46

484529

18

527

579

528

579

592

42545

545

18

18

6

5

4

532

532531

533

46

525

46531

526

525

526

527

526

529516

4646

594 42

591592

18

642

17

17

546

561

564

566A566

562

562560

1718

560A

30

30

554554

560

560561

561

18

18

559557557

30

553A

555 543

544

546

546

18

544

13

544B

544A

30

547547

553

554

554

18

30

30

552

21

553

536

535

21

20

13

93

539

543 3

534534

556

639

535

535

530

526A

525

48320A524

486A20A

516

524

483

484

525

446A

444A

46

444

2

3

486

569

34B

535A

STCH

URC

H

MAIN

ST

DELA

WA

RE D

R

SHAW

NEE R

D

SHA

WNEE R

D

STAYTO

NVILLE R

D

STAYT

ON

VILLE R

D

HIC

KM

AN

RD

ME

MO

RY R

D

MESSOBOV RD

UTICA RD

BLA

CKS

MIT

H

SH

OP R

D

BENDER FARM RD

OA

K R

D

OA

K R

D

OAK

RD

DEER FOREST RD

DEER FOREST RD

SUNNYSID

E RD

SUNNYSIDE RD

N. U

NIO

N

CH

URC

H

RD

S. U

NIO

N

CH

URC

H

RD

LORD R

D

GREEN

WO

OD RD

MARKET ST

FIR

ST ST

McDOWELL RD

WO

ODBRID

GE RD

MILE ST

RET

CH

RD

FARM LAN

E

BLANCHARD RD

SHIRLEY'S RD

SHIRLEY'S RD

DO

UBLE FO

RK RD

SEASHORE H

IGH

WAY

SEASHORE HIGHWAY

SEASHORE H

IGHWAY

SEASHORE HIG

HWAY

FEDER

ALSB

URG R

D

BARNES R

D

RAY RD

RAY RD

MAR

TIN

RD

RABBIT RUN RD

DEE

RFI

ELD

RD

HARTZELL R

D

ATLA

NTA RD

ATLA

NTA RD

ATLANTA RD

ATLA

NTA RD

DUBLIN HILL RD

POLK RD

SMIT

H RD

MELSON RD

SCOTTS STORE RD

SCOTT

S ST

ORE R

D

RD

FAW

N RD

TUCKERS RD

SU

GA

R

HIL

L R

D

SHARPS

MIL

L RD

OW

EN

S RD

OW

ENS

RD

SA

W

MIL

L R

D

REDDEN RD

REDDEN RD

BEA

VER

DA

M

RD

TRUIT

T RD

OA

KLE

Y RD

STATE

FORES

T RD

NEWTON RD

WES

LEY

CH

URCH

RD

BRIARHOOK RD

OWLS NEST RD

RO

SS STATIO

N

RD

BOYCE RD

BOYCE RD

HIL

L R

D

HIL

L RD

BAKER RDBAKER RD

BLO

XO

M

SC

HO

OL R

D

SH

UFELT R

D

THARP RD

THAR

P RD

SWAIN RD

STEIN HWY

HIGH ST EXT.

ELKS R

D

OLD FU

RNAC

E RD

OLD FURNACE RD

OLD FU

RNACE RD

SU

SSEX HIG

HW

AY

SU

SSEX HIG

HW

AY

RIFLE RANGE RD RIFLE RANGE RD

UNIVE

RSITY R

D

MID

DLEFO

RD RD

NORTH SH

ORE

DR

OLD

MEA

DO

W

RD

DO

VE RD

CO

VERD

ALE R

D

CO

VER

DALE R

D

CO

VER

DALE R

D

GER

MAN RD

CO

NC

ORD

PO

ND

RD

CO

NCO

RD PO

ND

RD

HAS

TINGS FA

RM

RD

HAS

TINGS FA

RM

RD

HASTINGS FARM RD

COKESBU

RY RD

COKE

SBURY R

D

RE

MEN

TER RD

FLEETWOOD

POND RD

ESKRIDGE RD

ESKRID

GE

RD

SA

NFILIP

PO

RDC

AM

P R

D

BAKER MILL RD

WALLER RD

GRAVEL

LY B

RAN

CH

RD

RUSS

ELL

RD

APPLE TREE RD

RD

MEM

ORY

COON DEN RD

WO

ODYA

RD

RD

HIG

HW

AY

SU

SSEX

GREEN

HURST

FAR

M

RD

RD

BLA

NC

HAR

D

RD

HICKMAN

RD

RD

RD

RD

C

HU

RC

H

TRINITY

RAY

RD

RD

MEN

NO

NITE

SC

HO

OL R

D

RD

BLANCH

ARD

AD

AM

S R

D

C

HU

RC

H

RD

EPW

ORTH

ST JO

HN

STO

WN

RD

RD

SC

HO

OL

PR

OG

RESS

RD

DUBLIN HILL

NEW

TON

RD

FAW

N R

D

NEW

TO

N

RD

BLA

CKS

MIT

HSH

OP RD

RD

JUD

Y

RD

HU

NTERS

CO

VE R

D

FA

WN R

D

RD

TUCKERS

LO

NG

BRANCH

RD

SH

ARPS

MIL

L

RD

APPLE

TREE

RD

RD

APPLE TREE

RD

DEER FOREST

RD

CH

APLAIN

S

CH

APEL

RD

RD

HAVEN

CED

AR

CO

RN

ERS

RD

N. U

NIO

N

CHURC

H RD

RD

BEA

VER

DA

M

RD

S. U

NIO

N

CH

URC

H

BEAVER DAM RD

BIG PINE RD

RU

M

BRID

GE

RD

RD

CH

APLAIN

S

CH

APEL

RD

PR

OG

RESS SC

HO

OL R

D

RD

SU

SSEX HIG

HW

AY

BU

CKS

BRAN

CH

RD

WESLE

Y C

HU

RC

H

RD

BU

CKS BR

AN

CH

RD

HEA

RN

S

MIL

L R

D

HEARNS POND RD

RD

HENSLE

Y

BRIARHOOK RD

SCHOOL

RD

NEALS

SCH

OOL

RD

HERRING RUN RD

BRID

GEVIL

LE

HW

Y

ATLA

NTA

RD

ROSS

STATIO

N

RD

RD

RU

M BRID

GE

RD

RD

KIN

G

CO

NC

OR

D

PO

ND

RD

SU

SSEX

AVE

MINERAL SPRING RD

BOWDEN

S GAR

AGE RD

BOW

DENS GARAGE RD

NIN

E FO

OT

RD

STAYTONVILLE RD

RD

STAYTONVILLE

RD

CONCORD

CH

APEL

BR

AN

CH

RD

HORSESHOE R

D

STATE FO

REST

RD

MAPL

E

BRANCH

WO

ODENHAW

K RD

WHEATFIELD

516

AD

AM

S RD

ADAMS RD

CART

BRANCH

404

582582

TU

LL R

D

WO

OD

BRID

GE R

D

APPEL'S R

D

WO

OD

BRID

GE RD

BRANCH

B&R RD

SMITH HAVEN RD

WIL

SO

N

FA

RM

RD

RD

RD

CHAP

LAIN

S CH

APEL

WILS

ON HI

LL R

D

DEER MEADOWS RD

HARTZELL

ALLEYANTIQUE

STORE

SCOTT

S

GUM

RD

CO

NR

AIL

647648

TO KENT COUNTY LINE

FROM S36 (SHAWNEE RD)

S613 (MEMORY RD)

LOCATION 13

TO S32 (SCOTTS STORE RD)

FROM HOT MIX JOINT

S585 (WOODBRIDGE RD)

LOCATION 12

TO S30 (ATLANTA RD)

FROM S554 (HILL RD)

S557 (BRIAR HOOK RD)

LOCATION 11




DEPARTMENT OF TRANSPORTATION CONTRACT: T201606902 PAGE 10 OF 43 SOUTH DISTRICT CONVERSION ROADS, SOUTH, 2016

GENERAL CONTRACT NOTES

1. CONSTRUCTION OF THIS CONTRACT SHALL CONFORM TO DELAWARE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED AUGUST 2001 AS AMENDED BY THE SUPPLEMENTAL SPECIFICATIONS, THE SPECIAL PROVISIONS, THE MOST RECENT STANDARD CONSTRUCTION DETAILS, THE DELAWARE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THESE PLANS.

2. ALL WORK ADDED SHALL BE PERFORMED AT CONTRACT UNIT PRICES. IN THE CASE WHERE

CONTRACT UNIT PRICES ARE NOT AVAILABLE, THE PRICES ARE TO BE NEGOTIATED PRIOR TO COMMENCEMENT OF WORK.

3. THE CONTRACTOR SHALL SUBMIT THE REQUIRED COPIES OF A DETAILED PROGRESS SCHEDULE (PSC)

AS OUTLINED IN STANDARD SPECIFICATION 108.04 PRIOR TO OR AT THE PRECONSTRUCTION MEETING. DETAILS SHALL INCLUDE A DESCRIPTION OF EACH WORK ACTIVITY, THE PLANNED DAYS OF WORK, MULTIPLE CREWS OR SHIFTS, AND SCHEDULED WORKING HOURS. DURING THE CONTRACT, THE CONTRACTOR SHALL SUBMIT TWO-WEEK (OR AS REQUIRED) “LOOK AHEAD” SCHEDULES TO THE AREA ENGINEER/ MANAGER NO LATER THAN NOON OF EACH THURSDAY. FAILURE TO COMPLY WILL RESULT IN A SUSPENSION OF ALL CONTRACT WORK WITH TIME CHARGES CONTINUING TO BE ASSESSED.

4. LOCATION LISTINGS INDICATE GENERAL LIMITS OF CONSTRUCTION, MAJOR TYPES OF

IMPROVEMENTS, AND ESTIMATED QUANTITIES. DURING THE BIDDING PERIOD, ANY QUESTIONS PERTAINING TO LOCATIONS SHALL BE DIRECTED TO THE CONTRACT ADMINISTRATOR. AFTER THE AWARD, SUCH QUESTIONS SHALL BE REFERRED TO THE DISTRICT ENGINEER OR HIS REPRESENTATIVE.

5. ANY AND ALL CONSTRUCTION ENGINEERING SHALL BE INCIDENTAL TO THE CONTRACT.



PROJECT NOTES 6. UNLESS SPECIFIED, OVERLAY WIDTHS SHALL MATCH EXISTING WIDTHS.

7. THE COST OF CLIPPING BACK THE EDGES OF THE ROADWAY, SHOULDERS, AND THE FIRST 3’ OF

UNPAVED DRIVEWAY ENTRANCES, PICKING UP AND DISPOSING OF WASTE AND EXCESS MATERIAL, AND CLEANING THE EXISTING PAVEMENT PRIOR TO OVERLAY SHALL BE INCIDENTAL TO SECTION 401. PREPARING UNPAVED DRIVEWAY ENTRANCES BEYOND THE FIRST 3’ SHALL BE PAID UNDER THE APPROPRIATE CONTRACT ITEMS: 202000 AND/ OR 302005.

8. BUTT JOINTS SHALL BE PLACED AT ALL INTERSECTING BITUMINOUS ROADS AND ANY OTHER

LOCATIONS AS DIRECTED BY THE ENGINEER. BUTT JOINTS AT DRAINAGE STRUCTURES NOT TO BE RESURFACED SHALL BE AS PER THE INCLUDED PLAN DETAIL OR LOCATION NOTES. BUTT JOINTS CUT PRIOR TO THE DAY OF THE PAVEMENT OVERLAY SHALL BE RAMPED WITH WARM MIX TRM. WARM MIX TRM SHALL BE INCIDENTAL TO THE CORRESPONDING BUTTJOINT / MILLING ITEM. PAVEMENT MILLINGS WILL NOT BE ALLOWED FOR THIS PURPOSE. IN PAVEMENT MILLING AREAS, THERE WILL BE NO SEPARATE PAYMENT FOR BUTT JOINTS.

9. DRAINAGE INLET GRATES WITHIN THE LOCATION LIMITS THAT DO NOT MEET THE STANDARD DETAIL

FOR A TYPE 1 GRATE (I.E. DON'T HAVE 45 DEGREE SLOTS) SHALL BE REPLACED. THE ENGINEER SHALL DETERMINE THE ACTUAL LOCATIONS AND NEED FOR GRATE OR FRAME MODIFICATIONS. DRAINAGE INLET FRAMES SHALL INCLUDE NECESSARY ADJUSTMENTS TO MEET PROPOSED GRADES INCIDENTIAL TO THE DRAINAGE INLET FRAME ITEM. ALL REPLACED GRATES/FRAMES SHALL BE DELIVERED TO THE NEAREST DISTRICT MAINTENANCE YARD WITH DELIVERY COSTS INCIDENTAL TO THE APPROPRIATE BID ITEMS. PAYMENT FOR REPLACED GRATES/FRAMES SHALL NOT BE MADE UNTIL RECEIPT OF DELIVERED MATERIALS IS PRODUCED AND SIGNED BY A DELDOT MAINTENANCE YARD SUPERVISOR. THE COST FOR THE WORK SHALL BE NEGOTIATED PRIOR TO THE REPLACEMENT OF ANY DRAINAGE INLET GRATES.

10. EXCAVATION FOR P.C.C. CURBS, SIDEWALK OR VALLEY GUTTER SHALL BE INCIDENTAL TO THE BID

PRICE FOR THESE RESPECTIVE ITEMS. EXCAVATED MATERIAL, NOT NEEDED ON THE PROJECT, SHALL BE REMOVED FROM THE CONTRACT AT THE CONTRACTORS EXPENSE. ITEM 908001 TOPSOIL, SHALL BE USED AS BACKFILL MATERIAL FOR CURB AND SIDEWALK WHEN SO DIRECTED BY THE ENGINEER. TOPSOIL SHALL BE SCREENED/SIFTED SO AS NO MATERIAL GREATER THAN .5" SHOULD BE PRESENT IN MATERIAL USED FOR BACKFILL. WHEN REPLACEMENT OF CURB AND GUTTER HAS BEEN COMPLETED AND THE FORMS REMOVED AT EACH LOCATION OF THIS CONTRACT, BACKFILLING SHALL BE DONE IMMEDIATELY. COMPLETE RESTORATION, TOPSOIL, SEEDING, AND REMOVAL OF ALL MATERIALS FOR CURB & GUTTER OR SIDEWALK; SEALING OF VALLEY GUTTERS AND PARGING OF DRAINAGE INLETS, SHALL BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS. FAILURE TO COMPLY WILL RESULT IN A SUSPENSION OF ALL OTHER CONTRACT WORK WITH TIME CHARGES CONTINUING TO BE ASSESSED.

11. THE COST OF FINE GRADING, COMPACTING, AND PREPARING EXISTING SHOULDERS FOR PAVING

SHALL BE INCIDENTAL TO SECTIONS 401( ). 12. MATERIALS USED TO FILL SHOULDER AREAS ADJACENT TO NEW WARM MIX OVERLAYS MAY BE ONE

OR MORE OF THE FOLLOWING MATERIALS: ITEMS 908001- TOPSOIL OR 302005- GRADED AGGREGATE BASE COURSE TYPE B. THE UNIT PRICE SHALL INCLUDE FURNISHING, PLACEMENT, GRADING AND COMPACTING THE MATERIAL. WHERE A WEDGE COURSE IS PLACED, THE SHOULDER SHALL BE FILLED WITH ITEM 209013 BORROW, TYPE F PRIOR TO THE TOP LIFT OF TYPE C. THE TOP 2” SHALL BE FILLED WITH TOPSOIL.



PROJECT NOTES (CONT.) 13. AFTER PAVEMENT MILLING, ALL TRANSVERSE VERTICAL DIFFERENCES, RAISED EDGES OF

MANHOLES, CATCH BASINS, WATER VALVE BOXES, ETC. SHALL BE RAMPED WITH WARM-MIX TRM AT A 20:1 OR FLATTER SLOPE PRIOR TO OPENING THE ROADWAY TO TRAFFIC. PAVEMENT MILLINGS WILL NOT BE ALLOWED FOR THIS PURPOSE. PAYMENT SHALL BE INCIDENTAL TO THE WARM MIX ITEM.

14. TAPER MILLING IS INTENDED FOR MILLING IN THE AREA OF FIXED STRUCTURES (I.E. CURBS

GUARDRAIL, ETC.) THE MILLED DEPTH AT THE STRUCTURE SHALL BE THE DEPTH OF THE PROPOSED OVERLAY AND 0" AT A DISTANCE OF +/- 6½' FROM THE STRUCTURE. THE COMPUTED DEPTH FOR PAYMENT PURPOSES IS THE AVERAGE OF THE TWO DEPTHS.

15. ALL MILLED MATERIAL SHALL REMAIN THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE

STATED. 16. ALL ADJUSTMENTS SHALL BE MADE NO MORE THAN SEVEN (7) CALENDAR DAYS PRIOR TO THE

PLACEMENT OF THE FINAL COURSE OF WARM MIX UNLESS OTHERWISE APPROVED BY THE ENGINEER. FAILURE TO COMPLY WILL RESULT IN A SUSPENSION OF ALL OTHER CONTRACT WORK WITH TIME CHARGES CONTINUING TO BE ASSESSED.

17. ALL PAVING, INCLUDING TURN LANES, SHOULDERS AND INTERSECTIONS, IS TO BE COMPLETED

WITHIN SEVEN (7) CALENDAR DAYS OF EACH DAY'S MILLING OPERATION. FAILURE TO COMPLY WILL RESULT IN A SUSPENSION OF ALL OTHER CONTRACT WORK WITH TIME CHARGES CONTINUING TO BE ASSESSED.

18. THE CONTRACTOR SHALL TAKE CARE IN REMOVING PAVEMENT AROUND UTILITIES, BUTT JOINTS,

CURBS, ETC. SO AS TO NOT DISTURB THE EXISTING PAVEMENT BEYOND THE SPECIFIED DEPTH. ANY DAMAGE CAUSED BY CONTRACTORS OPERATION MAY RESULT IN PLACING LEVELING COURSES AT THE CONTRACTOR'S EXPENSE. THE REMOVAL AND CLEAN UP OF THE BITUMINOUS RESIDUE WEDGE REMAINING AFTER MILLING OPERATIONS SHALL BE INCIDENTAL TO THE MILLING ITEM. THE REMOVAL OF EXISTING RAISED PAVEMENT MARKERS (RPM’S) SHALL BE INCIDENTAL TO THE APPLICABLE MILLING ITEMS AND/OR RECLAMATION ITEMS.

19. WHERE SIDEWALKS EXIST WITHIN THE LOCATION LIMITS, CURB RAMPS SHALL BE EITHER NEWLY

INSTALLED OR RETROFITTED AS DIRECTED BY THE ENGINEER IN COMPLIANCE WITH THE MOST CURRENT DELAWARE STANDARD CONSTRUCTION DETAILS OR AS SHOWN ON THE PLANS. PAYMENT WILL BE MADE UNDER THE APPROPRIATE CURB RAMP AND DETECTABLE WARNING SYSTEM ITEMS.

20. ALL PORTLAND CEMENT CONCRETE MUST BE RECEIVED FROM AN APPROVED PRODUCTION PLANT

UNLESS OTHERWISE APPROVED BY THE ENGINEER. ONLY CALIBRATED VOLUMETRIC CONCRETE TRUCKS WILL BE PERMITTED TO PROVIDE ON-SITE MIXTURES. THIS PERTAINS TO BOTH WORK OCCURRING DURING NORMAL WORKING HOURS AND NIGHTTIME RESTRICTED WORK.

21. DRAINAGE INLETS, WHICH ARE 4' OR GREATER IN DEPTH AND ARE SLATED FOR REPAIR WILL HAVE

STEPS INSTALLED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. PAYMENT SHALL BE INCIDENTAL TO THE UNIT PRICE BID FOR THE DRAINAGE INLET ITEM.

22. THE PORTLAND CEMENT CONCRETE USED FOR - ADJUSTING AND REPAIRING EXISTING MAN HOLES

AND- ADJUSTING WATER VALVE BOXES SHALL CONFORM TO THE REQUIREMENTS OF CLASS A CONCRETE AS STATED WITHIN SECTION 503.02 OF THE STANDARD SPECIFICATIONS.

23. A 2.5” OVERLAY SHALL BE 2 EQUAL LIFTS OF 1¼” TYPE C WARM MIX. A 3” OVERLAY SHALL BE 2

EQUAL LIFTS OF TYPE C WARM MIX. A 3½" OVERLAY SHALL BE A 1¼" TYPE C LIFT OVER A 2¼" TYPE B LIFT UNLESS OTHERWISE NOTED IN THE PLANS.



PROJECT NOTES (CONT.) 24. THE MINIMUM AND MAXIMUM SINGLE LIFT THICKNESSES OF MATERIALS SHALL BE AS FOLLOWS:

-TYPE C WARM-MIX: 1.25" - 2.00" -TYPE B WARM-MIX: 2.25" - 4.00" -BCBC: 3.00" - 6.00" -GABC: 2.00” - 8.00"

25. THE PURPOSE OF THE WARM MIX WEDGE COURSE, WHEN SPECIFIED, IS TO REMOVE EXISTING

EXCESSIVE CROWN RESULTING IN A FINAL CROSS SLOPE OF BETWEEN 2% AND 4% OR AS DIRECTED BY THE ENGINEER.

26. THE CONTRACTOR SHALL GIVE TWO (2) WEEKS NOTICE TO THE PROPERTY OWNER WHEN ANY

FIXTURE, SHRUB OR OTHER OBJECT MUST BE REMOVED FROM THE RIGHT OF WAY OR EASEMENT AREA. IF THE OWNER HAS NOT ATTEMPTED TO SALVAGE THIS PROPERTY, THE CONTRACTOR SHALL REMOVE IT WITHOUT OBLIGATION. REMOVAL WORK SHALL BE INCIDENTAL TO THE CONTRACT.

27. WHEN REPLACING EXISTING PIPES, THE REMOVAL OF THE EXISTING PIPES SHALL BE INCIDENTAL TO

THE EXCAVATION ITEM REQUIRED FOR THAT PIPE. NO SEPARATE PAYMENT SHALL BE MADE FOR REMOVAL AND DISPOSAL OF PIPES.

28. THE CONTRACTOR, PRIOR TO LAYING A RUN OF DRAINAGE PIPE OR OTHER INVOLVED CONSTRUCTION,

SHALL EXCAVATE WITHIN THE ALIGNMENT AT POINTS OF POSSIBLE CONFLICT TO DETERMINE IF A CONFLICT EXISTS. ANY CONFLICTS SHALL BE COORDINATED BY THE CONTRACTOR WITH THE ENGINEER. ANY UTILITY CONFLICTS SHALL BE COORDINATED BY THE CONTRACTOR WITH THE ENGINEER AND A REPRESENTATIVE OF THE UTILITY OWNER. EXCAVATING AND BACKFILLING OF THE TEST HOLES SHALL BE MEASURED AND PAID FOR IN ACCORDANCE WITH ITEM 208000, EXCAVATION AND BACKFILL FOR PIPE TRENCHES, BUT ONLY TO THE ACTUAL DEPTH EXCAVATED.

29. FOR THIS CONTRACT, SECTION 612 OF THE STANDARD SPECIFICATIONS SHALL BE MODIFIED SUCH

THAT PAYMENT FOR PIPE EXCAVATION AND BACKFILLING WILL BE MEASURED AND PAID REGARDLESS OF THE PIPE SIZE TO BE UTILIZED.

30. ALL DEWATERING METHODS, STREAM DIVERSION, TRENCH BOXES, AND OTHER WORK ASSOCIATED

WITH THE INSTALLATION OF THE PIPE SHALL BE INCIDENTAL TO THE CORRESPONDING PIPE ITEM.

31. TRENCH BOXES SHALL BE UTILIZED AT ALL LOCATIONS AS REQUIRED BY FEDERAL AND STATE GUIDELINES. IF THE CONTRACTOR CHOOSES TO STEP BACK THE TRENCH IN LIEU OF USING A TRENCH BOX, THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ADDITIONAL EXCAVATION, BACKFILLING AND PATCHING. PAYMENT SHALL BE MADE IN ACCORDANCE WITH SECTION 208000.

32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE REQUIRED CLEARANCES AND

INSURANCES FOR EACH RAILWAY COMPANY INVOLVED IF THE RAILROAD PROPERTY AND/OR FACILITIES ARE LOCATED WITHIN OR NEAR THE PROPOSED LIMITS OF WORK AND/OR IF THE PROPOSED WORK ENCROACHES UPON THE RAILROAD’S RIGHT OF WAY; IN ACCORDANCE WITH DELDOT MAINTENANCE OF RAILROAD TRAFFIC ITEM NO. 763502. THE CONTRACTOR MUST CONTACT DELDOT’S RAILROAD SECTION MANAGER AT 302-760-2183 PRIOR TO ANY WORK STARTED TO COORDINATE THE EXECUTION OF THE APPROPRIATE AGREEMENTS AND AUTHORIZATIONS REQUIRED FROM ANY RAILWAY COMPANY INVOLVED, INCLUDING COORDINATION OF RAILROAD FLAGGING, IF NECESSARY.



MAINTENANCE OF TRAFFIC AND PAVEMENT MARKINGS 33. ALL WORK SHALL BE PERFORMED IN A MANNER THAT WILL REASONABLY PROVIDE THE LEAST

PRACTICAL OBSTRUCTION TO ALL ROAD USERS, INCLUDING VEHICULAR, PEDESTRIAN AND BICYCLE TRAFFIC AND SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST DELAWARE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) PART 6, HEREIN REFERRED TO AS THE TRAFFIC CONTROL MANUAL (INCLUDING REVISIONS IN EFFECT AT THE TIME OF ADVERTISEMENT FOR BIDS).

34. AT THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE SOUTH DISTRICT

SAFETY OFFICER THE NECESSARY NCHRP 350 / MASH CERTIFICATIONS FOR ALL TRAFFIC CONTROL DEVICES EXPECTED TO BE USED ON THE CONTRACT. WRITTEN APPROVAL MUST BE RECEIVED BEFORE THE START OF WORK AT EACH AND EVERY LOCATION.

35. THE CONTRACTOR SHALL SUBMIT TO THE SOUTH DISTRICT SAFETY OFFICER THEIR PROPOSED LANE

CLOSURE TIMEFRAMES FOR APPROVAL. THIS SHALL BE SUBMITTED A MINIMUM OF 2 WEEKS PRIOR TO THE START OF WORK.

36. AN AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) CERTIFIED TRAFFIC CONTROL

SUPERVISOR SHALL BE REQUIRED FOR ALL LOCATIONS SPECIFIED IN THE CONTRACT PLANS. A COPY OF THE CERTIFICATION CARD FOR THE ATSSA TRAFFIC CONTROL SUPERVISOR SHALL BE SUBMITTED AT THE PRECONSTRUCTION MEETING. THE PAPER CERTIFICATE IS NOT ACCEPTABLE.

37. THE CONTRACTOR SHALL USE TYPICAL APPLICATION 10 FROM THE DELAWARE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES AS OUTLINED IN THE BREAKOUT SHEET FOR ITEM 763643, MAINTENANCE OF TRAFFIC. WHERE ROADWAYS UTILIZE TEMPORARY ROAD CLOSURES FOR PIPE REPLACEMENTS, THE CONTRACTRACTOR SHALL SUBMIT DETOUR PLANS 4 WEEKS PRIOR TO SCHEDULED IMPLEMENTATION FOR REVIEW AND APPROVAL BY THE DEPARTMENT’S TRAFFIC SECTION. ALL ROAD CLOSURE MOT SHALL ALSO BE INCLUDED IN ITEM 763643, MOT, ALL INCLUSIVE.

38. NO SEPARATE PAYMENT SHALL BE MADE FOR THE USE OF TRAFFIC CONES. TRAFFIC CONES AND/OR

WORK ASSOCIATED WITH THEIR USE SUCH AS SETUP, REMOVAL, CLEANING, ETC. SHALL BE INCIDENTAL TO THE WORK FOR WHICH THEY PROTECT.

39. ALL TRAFFIC CONTROL DEVICES SHALL BE IN NEW OR REFURBISHED CONDITION, SHALL COMPLY

WITH THE TRAFFIC CONTROL MANUAL, SHALL BE NCHRP 350 / MASH APPROVED, AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.

40. ALL TRAFFIC CONTROL DEVICES SHALL BE SUITABLY MAINTAINED AT ALL TIMES, INCLUDING SUCH

MAINTENANCES AS WASHING SIGN FACES, REPLACING DEFICIENT BATTERIES AND LIGHTS, ALIGNING PROPERLY, REPLACING REFLECTIVE MATERIALS, RELOCATING BARRIERS, AND ANY OTHER MAINTENANCE OF TRAFFIC CONTROL DEVICES DEEMED NECESSARY BY THE ENGINEER OR DESIGNEE TO MAINTAIN TRAFFIC IN A SAFE AND EFFECTIVE MANNER. UPON COMPLETION OF WORK, ALL DEVICES SHALL BE REMOVED IN A TIMELY MANNER.

41. ALL PERSONS WORKING WITHIN THE STATE RIGHT-OF-WAY SHALL WEAR A MINIMUM OF AN ANSI

CLASS II SAFETY VEST MEETING THE ANSI 107-2004 REQUIREMENTS.

42. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE TRAFFIC MANAGEMENT CENTER (1-302-659-4600) IS NOTIFIED EACH AND EVERY DAY WHEN WORK IS BEING PERFORMED IN STATE RIGHT OF WAY. THE CONTRACTOR MUST IDENTIFY THE TYPE OF WORK, ANY LANES OR SHOULDERS CLOSED, LENGTH OF TIME FOR WORK, WHEN LANE RESTRICTION IS IN PLACE AND WHEN LANE RESTRICTION IS PICKED UP, CONTACT PERSON/NUMBER, AND STATE INSPECTOR.



MAINTENANCE OF TRAFFIC AND PAVEMENT MARKINGS (CONT.)

43. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL 911 CENTER, LOCAL SCHOOLS, AND THE DELDOT PUBLIC INFORMATION CENTER OF ALL ROADS AND LANES TO BE CLOSED A MINIMUM OF SEVEN CALENDAR DAYS BEFORE THE CLOSURE. IF TEMPORARILY BLOCKING ACCESS TO A FIRE HYDRANT, NOTIFICATION MUST BE GIVEN TO SUSSEX COUNTY, THE LOCAL FIRE FIGHTING AUTHORITIES, AND THE 911 CENTER.

44. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THEIR WORK WITH OTHER

CONTRACTORS IN THE AREA. 45. THE CONTRACTOR SHALL PROVIDE ALL RESIDENTS WHO LIVE ADJACENT TO THE WORK ZONE WITH A

MINIMUM 48 HR. PRIOR WRITTEN NOTICE FOR THE START OF CONSTRUCTION WORK. THIS NOTIFICATION SHALL INCLUDE THE SCOPE OF WORK, WORKING HOURS, ANTICIPATED START AND COMPLETION DATES, CONTRACTOR NAME & ADDRESS, AND DELDOT CONTACT NUMBERS. FAILURE TO GIVE PROPER NOTICE WILL RESULT IN A SUSPENSION OF WORK REQUIRING NOTICE, UNTIL PROPER NOTICE IS PROVIDED.

46. ACCESS TO ALL BUSINESSES AND RESIDENCES WITHIN THE PROJECT LIMITS SHALL BE MAINTAINED

THROUGHOUT THE DURATION OF THE CONTRACT. ANY TEMPORARY CLOSURE OF AN ENTRANCE FOR TIE IN PURPOSES SHALL BE COORDINATED WITH THE ENGINEER AND / OR PROPERTY OWNER IN ADVANCE OF THE CLOSURE.

47. ALL ROADWAY EXCAVATION IN OR ADJACENT TO TRAVEL WAYS SHALL BE PROPERLY BACKFILLED

AT THE END OF EACH DAY PRIOR TO TRAFFIC RETURNING TO UNRESTRICTED TRAVEL PER SECTION 6G.20 OF THE TRAFFIC CONTROL MANUAL. THIS INCLUDES ALL UTILITIES AND/OR OBSTACLES WITHIN OR ADJACENT TO THE TRAVEL WAYS AS OUTLINED IN THE TRAFFIC CONTROL MANUAL.

48. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL CORRECT ALL PAVEMENT EDGE DROP

OFFS ACCORDING TO SECTION 6G.20 OF THE DELAWARE MUTCD. ANY CORRECTIVE MEASURES TAKEN BY THE CONTRACTOR SHALL BE INCIDENTAL TO THE MOT ITEMS. SEE TABLE 6G.1

49. PRIOR TO ADDITIONAL LIFTS, ALL DROP OFFS SHALL BE SECURED BEFORE NEXT LIFT PER DELAWARE

MUTCD 6G.1.

50. THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF EXISTING PAVEMENT WITHIN THE PROJECT LIMITS FOR THE DURATION OF THE CONTRACT OR AS DIRECTED BY THE ENGINEER OR DESIGNEE.

51. WHEN REQUIRED BY THE DE MUTCD, “PERMANENT” ADVANCE WARNING SIGNS SHALL BE INSTALLED

WITH THE LEGENDS “ROAD WORK 1500 FT”, “ROAD WORK 1000 FT” AND “ROAD WORK 500 FT” IN ADVANCE OF THE WORK AREA IN BOTH DIRECTIONS. AN “END ROAD WORK” SIGN SHALL BE LOCATED 500 FEET DOWNSTREAM FROM THE WORK AREA. ON INTERSECTING ROADWAYS WITHIN THE PROJECT LIMITS, A “ROAD WORK AHEAD” SIGN SHALL BE PLACED AT A DISTANCE NOT LESS THAN 500 FEET IN ADVANCE OF THE WORK AREA AND AN “END ROAD WORK” SIGN SHALL BE LOCATED 500 FEET DOWNSTREAM OF THE WORK AREA. ALL PERMANENT ADVANCE WARNING SIGNS SHALL BE GROUND MOUNTED ON TWO NCHRP-350 OR MASH APPROVED BREAK-AWAY POSTS AND SHALL BE MOUNTED IN COMPLIANCE WITH THE TRAFFIC CONTROL MANUAL. PERMANENT ADVANCE WARNING SIGNS SHALL BE MOUNTED AT A HEIGHT OF 7 FEET, MEASURED FROM THE ROADWAY TO THE BOTTOM OF THE SIGN. THE USE OF SKID MOUNTED SIGN SUPPORTS IS NOT ALLOWED UNLESS THE CONTRACTOR CAN DEMONSTRATE THAT A UTILITY CONFLICT EXISTS, WHICH SHALL BE VERIFIED BY THE ENGINEER; OR CONCRETE MEDIANS PREVENT THE INSTALLATION OF THE PERMANENT SIGNS IN THE APPROPRIATE LOCATION. THESE “PERMAMENT” SIGNS SHALL BE INCIDENTAL TO ITEM 763643, MOT, ALL INCLUSIVE.



MAINTENANCE OF TRAFFIC AND PAVEMENT MARKINGS (CONT.)

52. ALL ROADWAYS AND ENTRANCES NOT OPEN TO TRAFFIC SHALL BE CLOSED USING TYPE III BARRICADES AND SHALL BE PLACED PER THE TRAFFIC CONTROL MANUAL, SECTION 6F.63 & 6F.68.

53. A SAFETY EDGE SHALL BE USED ON ALL OVERLAYS.

54. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND ALONG PEDESTRIAN FACILITIES AT ALL TIMES

DURING CONSTRUCTION. EARTH, STONE AND GRAVEL SURFACES ARE NOT ACCEPTABLE FOR PROVIDING PEDESTRIAN ACCESS. WHERE PEDESTRIAN ROUTES ARE CLOSED OR BLOCKED, ALTERNATE PEDESTRIAN ACCESS SHALL BE PROVIDED USING TA-28 OR TA-29 OF THE TRAFFIC CONTROL MANUAL OR TO THE SATISFACTION OF THE ENGINEER AND SHALL BE ADA COMPLIANT. THE COST FOR ANY PROVISIONS ON OPEN END CONTRACTS SHALL BE NEGOTIATED PRIOR TO THE COMMENCEMENT OF WORK, WHILE THESE COSTS ON KNOWN LOCATION CONTRACTS SHALL BE INCIDENTAL TO ITEM 763643 – MAINTENANCE OF TRAFFIC, ALL INCLUSIVE.

PEDESTRIAN MAINTENANCE OF TRAFFIC: THIS WORK SHALL CONSIST OF PROVIDING AND MAINTAINING AN ACCESSIBLE PEDESTRIAN ROUTE THROUGHOUT THE PROJECT’S LIMITS IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT OF 1960 (ADA) TITLE II, PARAGRAPH 35.130. THE CONTRACTOR SHALL BE REQUIRED TO REVIEW EACH CURB RAMP LOCATION AND SUBMIT THE APPROPRIATE MAINTENANCE OF TRAFFIC DETAIL AND DEVICES TO THE ENGINEER FOR EACH LOCATION AT LEAST 2 WEEKS BEFORE CONSTRUCTION FOR REVIEW, COMMENT, AND APPROVAL. THE FOLLOWING CONSIDERATIONS SHALL BE TAKEN INTO ACCOUNT WHEN ADDRESSING ACCESSIBLE PEDESTRAIN MAINTENANCE OF TRAFFIC:

ALL PEDESTRIANS, INCLUDING PERSONS WITH DISABILITIES, SHALL BE PROVIDED WITH A REASONABLY SAFE, CONVENIENT, AND ACCESSIBLE PATH THAT REPLICATES AS MUCH AS PRACTICAL THE EXISTING PEDESTRIAN FACILITIES.

MAINTAIN ACCESS TO ALL BUSINESSES AND RESIDENCES AT ALL TIMES. PROVIDE PEDESTRIAN ACCESS THROUGH OR AROUND THE WORK ZONE. IF A DETOUR IS

CHOSEN THE CONTRACTOR MUST SUBMIT THE DETOUR ROUTE TO THE ENGINEER FOR REVIEW AND APPROVAL. THE DETOUR ROUTE MUST MEET OR EXCEED THE CURRENT CONDITIONS.

WORK SHOULD BE PHASED SO THAT ALL AREAS OF AN INTERSECTION / SIDEWALK PATH ARE NOT UNDER CONSTRUCTION AT THE TIME UNLESS A CLEAR PATH IS PROVIDED AND IDENTIFIED.

TRAFFIC CONTROL DEVICES AND OTHER CONSTRUCTION MATERIALS AND FEATURES SHALL NOT PROTRUDE INTO THE USABLE WIDTH OF THE SIDEWALK, TEMPORARY PATHWAY OR OTHER PEDESTRIAN FACILITY.

SIGNS AND OTHER DEVICES MOUNTED LOWER THAN 7 FT ABOVE THE TEMPORARY PEDESTRIAN PATHWAY SHALL NOT PROJECT MORE THAN 4” INTO ACCESSIBLE PEDESTRIAN ROUTE.

A SMOOTH, CONTINUOUS HARD SURFACE SHALL BE PROVIDED THROUGHOUT THE ENTIRE LENGTH AND WIDTH OF THE PEDESTRIAN ROUTE THROUGHOUT CONSTRUCTION. THERE SHALL BE NO CURBS OR VERTICAL ELEVATION CHANGES GREATER THAN ¼” IN GRADE OR TERRAIN THAT COULD CAUSE TRIPPING OR BE A BARRIER TO WHEELCHAIR USE.



MAINTENANCE OF TRAFFIC AND PAVEMENT MARKINGS (CONT.) 55. ALL STORAGE OF EQUIPMENT AND MATERIAL SHALL COMPLY WITH SECTION 6G.21 OF THE TRAFFIC

CONTROL MANUAL.

56. ALL FLAGGERS SHALL COMPLY WITH CHAPTER 6E OF THE TRAFFIC CONTROL MANUAL. 57. AT THE END OF EACH DAY’S OPERATION AND BEFORE TRAFFIC IS RETURNED TO UNRESTRICTED

ROADWAY USE, TEMPORARY STRIPING SHALL BE UTILIZED AT LOCATIONS THAT REQUIRE PERMANENT STRIPING PER THE LATEST VERSION OF THE PERMANENT MARKING SECTION OF THE DELAWARE MUTCD. TEMPORARY PAVMENT MARKINGS SHALL BE PAID AT THE APPLICABLE CONTRACT UNIT PRICE.

58. FINAL PAVEMENT MARKINGS SHALL CONFORM TO ALL EXISTING PATTERNS UNLESS OTHERWISE

DIRECTED BY THE ENGINEER. THE FINAL PAVEMENT MARKINGS SHALL BE PLACED WITHIN FIVE (5) CALENDAR DAYS AFTER THE COMPLETION OF THE WORK. FAILURE TO COMPLY WILL RESULT IN SUSPENSION OF ALL OTHER CONTRACT WORK WITH TIME CHARGES CONTINUING TO BE ASSESSED.

59. THE CONTRACTOR SHALL SUBMIT DETAILED DRAWINGS (INCLUDING BUT NOT LIMITED TO LANE AND

SHOULDER WIDTHS, TURN LANE LENGTHS, LOCATIONS OF STOP BARS, TURN ARROWS, CROSSWALKS AND RAILROAD CROSSINGS) THAT DEPICT THE EXISTING PAVEMENT MARKINGS FOR EACH PROJECT LOCATION AT THE PRECONSTRUCTION MEETING. THESE DRAWINGS WILL BE REVIEWED BY THE DEPARTMENT’S TRAFFIC SECTION TO DETERMINE IF ANY CHANGES TO THE FINAL PAVEMENT MARKINGS ARE REQUIRED. FINAL PAVEMENT MARKINGS SHALL CONFORM TO ALL EXISTING PATTERNS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE FINAL PAVEMENT MARKINGS SHALL BE PLACED WITHIN FIVE (5) CALENDAR DAYS AFTER THE PLACEMENT OF THE FINAL COURSE OF WARM-MIX. FAILURE TO COMPLY WILL RESULT IN SUSPENSION OF ALL OTHER CONTRACT WORK WITH TIME CHARGES CONTINUING TO BE ASSESSED. THE DEPARTMENT WILL PROVIDE STRIPING LAYOUT AT LOCATIONS WHERE NO PAVEMENT MARKINGS PREVIOUSLY EXISTED. IF DEPARTMENT FORCES PROVIDE STRIPING LAYOUT ON LOCATIONS WHERE MARKINGS PREVIOUSLY EXISTED, THEN THE CONTRACTOR SHALL REIMBURSE THE DEPARTMENT FOR THE LAYOUT COSTS.

60. THE CONTRACTOR SHALL BE REQUIRED TO SHOW PROOF THAT HE HAS SUFFICIENT APPROVED

STRIPING MATERIALS ON HAND TO ENSURE STRIPING IS COMPLETED PRIOR TO FULL OPENING ROADWAY TO TRAFFIC.

61. ANY ERRONEOUS MARKINGS WILL NOT BE PAID FOR AND SHALL BE CORRECTED IMMEDIATELY AT

THE CONTRACTORS EXPENSE. ERRONEOUS MARKINGS OR SHADOWS THAT EXCEED ONE (1) INCH IN WIDTH SHALL BE REMOVED BY WATER BLASTING. NO OTHER REMOVAL METHODS WILL BE ALLOWED. A FLAT BLACK PAINT OR DRIVEWAY SEALER SHALL BE APPLIED IN THE AREA OF THE REMOVED MARKING TO MASK THE REPAIR. ANY DAMAGE TO THE PAVEMENT CAUSED BY REMOVAL OF ERRONEOUS MARKINGS SHALL BE REPAIRED / REPLACED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE.

62. ALL MARKINGS THAT ARE NO LONGER IN USE AND CONFLICT WITH THE PAVEMENT MARKINGS IN USE

BY THE TRAVELING PUBLIC ARE TO BE REMOVED AND MUST BE COMPLETELY OBLITERATED BY A METHOD APPROVED BY THE ENGINEER. PAINTING OVER THE CONFLICTING STRIPING WILL NOT BE ACCEPTED AS A METHOD OF REMOVAL.

63. YELLOW CENTERLINES SHALL BE CONTINUOUS AROUND MEDIAN ISLANDS. ALL DOUBLE YELLOW

CENTERLINES SHALL BE PLACED IN A 5-6-5 CONFIGURATION (2 EACH, 5” YELLOW WITH A 6” GAP BETWEEN).



MAINTENANCE OF TRAFFIC AND PAVEMENT MARKINGS (CONT.) 64. THE CONTRACTOR, WITH THE ENGINEER, SHALL INVENTORY ALL SIGNS ON ALL ROADS SUBJECT TO

IMPROVEMENTS. NECESSARY SIGNS SHALL BE MAINTAINED IN OPERATION DURING CONSTRUCTION AND ANY OTHER SIGNS SHALL BE PROPERLY STORED BY THE CONTRACTOR, WHO SHALL BE RESPONSIBLE FOR ANY LOSS OR DAMAGE. IMMEDIATELY PRIOR TO FINAL INSPECTION, THE CONTRACTOR AND ENGINEER SHALL AGAIN INVENTORY THE TRAFFIC SIGNS AND ACCOUNT FOR ANY LOST OR DAMAGED SIGNS.

65. TRAFFIC DETECTION LOOPS SHALL BE PLACED IN THE FINAL WEARING SURFACE UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

66. TRAFFIC DETECTION LOOPS THAT ARE CURRENTLY 5’X7’ SHALL BE REPLACED WITH LOOPS THAT ARE

6’X6’ AT THE SAME LOCATION. STOP BAR DETECTION LOOPS SHALL BE THE SAME SIZE AS CURRENTLY EXISTING, AND SHOULD BE PLACED STARTING TWO FEET BEHIND THE STOP BAR, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. IF SEPARATE SIGNAL PLANS HAVE BEEN DEVELOPED, THE PLANS SUPERCEDE THIS NOTE.

67. STOP LINES “BARS” SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 3B.16 OF THE LATEST

TRAFFIC CONTROL MANUAL.

68. ALL CROSSWALKS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 3B.18 OF THE LATEST TRAFFIC CONTROL MANUAL.

69. INTERNATIONAL CROSSWALK SYMBOLS WILL BE PLACED AT ALL EXISTING CROSSWALK LOCATIONS

OR OTHER LOCATIONS AS DIRECTED BY THE ENGINEER. PAYMENT WILL BE UNDER THE APPLICABLE STRIPING ITEMS.


32 +-2

32 +-2

CONCRETE PAVEMENTS

3"

N.T.S.

N.T.S.

BITUMINOUS CONCRETE PAVEMENTS AND OVERLAYS

SAFETY EDGE

PAVEMENT

EDGE OF

TOPSOIL

PAVEMENT

EDGE OF

TOPSOIL

OR IN SITU MATERIAL

COMPACTED FILL

OR IN SITU MATERIAL

COMPACTED FILL

1 1/4"

FINAL OVERLAY

>

NEW PAVEMENT

EXISTING OR

PAGE

DETAILS SHEET


CONTRACT T201606902 19 OF 43



PAGE

INTERSECTING ROAD, STREET, AND DRIVEWAYS

THE LENGTH OF RESURFACING SHALL BE TO THE RADIUS POINT

ENGINEER, THIS DISTANCE MAY BE EXTENDED UP TO AND INCLUDING

OF THE INTERSECTING ROAD OR STREET. IF SO DIRECTED BY THE

SECTION 401696 IS A SURCHARGE ONLY FOR ADDITIONAL LABOR AND EQUIPMENT FOR NON-MAINLINE PAVING.

NOTES:

THIS PAYMENT WILL APPLY FOR STATE NUMBERED ROAD PAVING WORK ONLY.

THIS ITEM / PAYMENT DOES NOT APPLY TO SUBDIVISION STREETS.

100 LF FROM THE RADIUS POINT PAVED AS PART OF THE TIE-IN.

INTERSECTING ROAD OR STREET

INTERSECTING ROAD OR STREET

R/W

R/W

OR MATCH EXISTING

R/WR/W

PLACE GABC TO MEET EXISTING

FOR IMPROVED DRIVEWAYS,

FOR UNIMPROVED DRIVEWAYS,

DRIVEWAY MATERIAL.

DRIVEWAY

R/W R/W

20 OF 43

DETAILS SHEET

CONTRACT T201606902


THE COST OF THE ACTUAL WARM-MIX PLACED SHALL BE PAID UNDER THE RESPECTIVE WARM MIX ITEM.

PAYMENT SHALL BE UNDER SECTION 401696.

FOR IMPROVED DRIVEWAYS, WARM MIX TO MATCH EXISTING DRIVEWAY MATERIAL AT A

MAXIMUM DISTANCE OF 3' FROM THE EDGE OF TRAVELWAY OR AS DIRECTED BY THE ENGINEER.

PLACE 3' WARM MIX APRON

AT ALL DRIVEWAYS.

30' MIN. RADIUS

INSTALL 3' WIDE BUTT JOINT.



PAGE

NOTES:

1. ALL EDGES TO BE SAWCUT.

CROSSROAD PIPE REPLACEMENT - DETAIL

PIPE O.D.

SAWCUT


18" 18"

401822 - 3" SUPERPAVE, TYPE B WM, 160 GYRATIONS, PATCHING

2. THIS DETAIL SHALL BE USED FOR ALL WARM MIX PATCHES UNLESS OTHERWISE NOTED ON THE PLANS.

3. DEPTH OF WARM MIX PATCHING, 3" OR AS DIRECTED BY THE ENGINEER.

CONTRACT T201606902 21 OF 43


CROSSROAD PIPE REPLACEMENT DETAIL (WITH OVERLAY)

401800 - SUPERPAVE TYPE C WM OVERLAY

302005 - 1'-0" GABC, TYPE B

REUSED IF IT MEETS REQUIREMENTS OF TYPE 'C' BORROW.

210000 - BORROW, TYPE C OR EXISTING MATERIAL MAY BE

12"(TYP.)


SAWCUT

NOTE: ALL EDGES TO BE SAWCUT. CUTTING BY USE OF AIR

HAMMERS MAY BE SUBSTITUTED FOR SAWCUTTING IF THE AREA

IS TO BE OVERLAID UNDER THE SAME CONTRACT.

160 GYRATIONS, PATCHING

401821 - 2" SUPERPAVE TYPE C WMA,

1'

SAWCUT

DETAILS SHEET

(AS DESIGNATED ON THE LOCATION SHEETS)

(AS DESIGNATED ON THE LOCATION SHEETS)

OTHERWISE NOTED ON THE PLANS.

EXISTING PAVEMENT

PAGE

DIRECTED BY THE ENGINEER

NOTE: DEPTH OF PATCHING, 3" OR AS

DIRECTED BY THE ENGINEER

NOTE: DEPTH OF PATCHING, 8" OR AS

22 OF 43CONTRACT T201606902


401822 - 3" WMA, SUPERPAVE, TYPE B, 160 GYRATIONS, PATCHING

THIS DETAIL SHALL BE USED FOR ALL WARM-MIX PATCHES UNLESS

WARM-MIX PATCH WITH OVERLAY

WARM-MIX PATCH DETAIL

(DEPTH DETERMINDED BY ENGINEER)

401822 - 3" WMA, SUPERPAVE, TYPE B, 160 GYRATIONS, PATCHING

(TYP.)



CONTRACT T201606902 PAGE 23 OF 43


DETAILS SHEET

ADJUSTING MANHOLE

TO EXISTING GRADE

SPLIT BRICK TO ADJUST FRAME

ALL JOINTS IN ADJUSTED BRICKWORK SHALL BE

COMPLETELY FILLED WITH CEMENT MORTAR

REMOVE HOT MIX AND CONCRETE COLLAR

FROM AROUND MANHOLE.PLACE NEW OR EXISTING FRAME AND COVER

NOTE:MANHOLES IN CONCRETE ROADWAYS

SHALL BE SAWCUT FULL DEPTH TO THE

SPECIFIED DIMENSIONS PRIOR TO ANY

ADJUSTMENT BEING MADE. THE SAWCUTTING

SHALL BE INCIDENTAL TO ITEM 710002.

IF REQUIRED, PLACE CONTINUOUS

(AS REQUIRED), TO CORRECT ELEVATION,

1'

16"

UTILIZED IN THE ADJUSTMENT.

AND COVER AS DIRECTED BY OWNER, IF NOT

REMOVE AND DISPOSE OF EXISTING FRAME BE PROVIDED BY OWNER.

NEW FRAME AND COVER (IF REQUIRED), TO

RECOLLAR, AND PLACE WARM MIX PATCH.



unofficial website copy - delawaregssdocs.deldot.delaware.gov/bids/t201606902 - plans.pdf ·...

Documents