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UNOFFICIAL WEBSITE COPY

CONTRACT 201480204 PAGE 2 OF 14

VARIOUS LOCATIONS THROUGHOUT SUSSEX COUNTY

M

A

R

Y

L

A

N

D

1

13

13

13

13

1

1

1

1

1

B

R

13BR

M A R Y L A N D

K E

N T

C O

U

N T

Y

AdamsCrossroads

Wooden-hawk

Scotts

Corner

Jacobs Crossroads

Atlanta

Oak Grove

Reliance

TullsSchool

Columbia

Packing House

Corner

Cherry Walk

Susan Beach

Corner

St. George

Ralphs

Portsville

Broad Creek

Woodland

Craigs

Mill

BLADES

FlowerStation

Wesley

CannonCannon

BowdensGarage

Clarksons

Crossroads

Dublin Hill

Cocked Hat

Blanchard

Staytonville

OwensSt.Johnstown

Gully Camp

CedarCorners

CoverdaleCrossroads

Old Furnace

Middleford

Concord

Sycamore

Sandy Fork

Hearns Crossroads

Lowe

Bacons

Smith Mill

Whitesville

Ward

Pepperbox

Whaleys

Crossroads

Pepper

HitchensCrossroads

JonesCrossroads

Hardscrabble

GumCrossroads

KnowlesCrossroads

CrossroadsMcDonalds

WhaleysCorners

Flea Hill

KingsCrossroads

CrossroadsRedden

Robbins

Oakley

Shawnee

AndersonCrossroads

JeffersonCrossroads

Sand Hill

Shingle Point

SalisburySwitch

Cabbage Corner

WoodBranch

Bull Pine

Corners

Piney Grove

Shortly

WorkmansCorners

Bryans

Store

Pusey Crossroads

Cross KeysPhillips Hill

Mission

Shaft OxCorner

Lowes Crossroads

Westwoods

Gumboro

HickoryHill

Stockley

Morris Mill

MountJoy

Zoar

Hollyville

SpringfieldCrossroads

AndersonsCorner

BroadkillStation

Harbeson

Bennum

GravelHill

CoolSpring

Argos Corner

Davis Landing

Fowler Beach

Primehook Beach

(Shorts Beach)

Broadkill Beach

OysterRocks

Overbrook

Pinetown

Nassau

FivePoints

Church

Jimtown

Murrays Corner

CarpentersCorner

Midway

Robinsonville

Marshtown

Angola

Hollymount

Fairmount

Trinity

HarmonsSchool

Warwick

MasseysLanding

Oak Orchard

Riverdale

Old Landing

BookhammerLanding

RosedaleBeach

SandyLanding

Irons LaneLanding

Clarksville

Red House Landing

Halls Landing

Revills Landing

LAUNCHING AREA

CEDAR CREEK BOAT

MILFORD

NECK

AREAWILDLIFE

Cedar Creek

Island

Todds

Sheppards

Island

Slaughter Creek

Beaver

dam Bra

nch

AT

LA

NTIC

OC

EA

N

MILFORD NECKWILDLIFE AREA

CEDAR CREEK UNIT

PRIME HOOK

NATIONAL WILDLIFE REFUGE

PRIME HOOK

NATIONAL WILDLIFE REFUGE

PRIME HOOK

PRIME HOOK NATIONAL WILDLIFE REFUGE

WILDLIFE AREA (STATE)

ClendanielPond

Cubbage

Cedar Creek

Churc

h Bra

nch

Pond

Mill Pond

Cedar

Creek

Slaughte

r Creek

Slaughter Creek

MispillionLight

NorthProng

Waples Pond

Sowbridge

Branch

Bra

nch

Ingram

Draper-

Ben

net

Ditch

Mispillion

River

LakeSilver

LakeHaven

Lake

Pond

Griffith

Blairs

PondAbbotts

Johnso

n

Bra

nch

Bra

nch

Bow

man

Bran

ch

Branch

Herring

PondMill

Marshall

Lincoln

PondHudson

TomsDam

Bra

nch

Branch

Nantico

ke

Bra

nch

Bra

nch

Cart

Bra

nch

Grubby

Nanticoke

Neck

River

Bra

nch

Bee

Polk

Branch

Branch

Double Fork

Parker&

Ditch

Sampson

&

Ditc

h

Short

Hall

Marshy

Creek

Hope

Ditch

Branch

Branch

Jones

Mill

Iron

Mine

Stafford

Branch

Jones

Branch

Gla

de

Branch

Long

BranchCronypond

Bra

nch

Tom

sDa

m

Bra

nch

Owens

Branch

West

Branch

Gum

Branch

Parker N

o.

Prong

1

Bra

nch

Maple

Maple

Mars

hBeaver

Branch

&

Da

m

ELLENDALESTATE

OWENS

TRACT

ELLENDALE

STATE

ELLENDALE

STATE

Redden

STATE

REDDEN

Branch

Brittingham

Branch

Pemberton

Pond

PondWagamons

Pond

Diamond

DELAWARE

Bra

nch

Imgram

Ditch

Dutton

Bra

nch

Rou

nd

Pole

BROADKILL

RIVER

Creek

Beaverda

m

Branch

Pin

ey

Red

Mill Pond

Creek

CanaryB

lack

Hog

Gut

Mill

Creek

Old

Doty C

reekGla

de

Crooked

Branch

Deep

CAPE HENLOPEN STATE PARK

Lewes &

Rehoboth

Canal

GORDON PONDWILDLIFE AREA

CAPE HENLOPEN STATE PARK

CreekPot

Hook

Wolfe

Glade

Glade

Holland

LakeSilver

White

Creek

Oak

Joh

nson

Creek

Arn

ell

Branch

Dorm

an

Creek

Love

PondMill

Cree

kGoslee

Goslee

Rogers

Branch

Bundicks

Bran

ch

Chapel

PondBurton

Branch

Unity

Bra

nch

Simpler

Bra

nch

Welsh

Ditch

Ditch

Sock

orocketsO

ak

White

Swamp

Bran

ch

Peterk

ins

Ditch

Walls

Eli

Ditch

McG

eeDitch

Ditch

New

Branch

McColleys

Branch

Deep

Rum Bridge

Ditch

Vaughn

Layton

Ditch

GeorgetownVaughn

Ditch

Miffli

n

Creek

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

Mill

Branch

Baker

Branch

Bran

ch

Cool

Graha

m

Herring

Run

Chapel

Branch

Pond

Craigs

BARNESNATURE

WOODSPRESERVE

Branch

Brights

Branch

Houston

Branch

Tanyard

Horse

Branch

Pen

Green

BriarBranch

Turtle

Branch

Turtle

Creek

NANTIC

OKE

RIVER

Creek

Deep

MD & DEL

R.R.

BranchGum

Creek

Wright

Creek

Broad

FERRY

WOODLAND

FF

Pond

Horseys

Pond

PondRecords

Chipman

Bra

nch

Bra

nch

Mirey

Branch

Elliott

Pond

Branch

Beaverda

m

Branch

Grays

Gordon

Branch

Pond

Trap

TRAP POND

STATE PARK

PondRaccoon

Pond

Wileys

Pond

Fleetwood

Branch

Tyndall

Stoney

Branch

Asketu

m

Creek

Cod

Owens

Branch

Branch

Tussock

y

Pond

Tussock

Mill

Pond

Portsville

Bra

nch

Morgan

Bra

nch

Mill

Bra

nch

Wheelin

g

Branch

Mea

dow

Bran

chGill

Branch

Holly

Branch

Gains

Vena

Branch

Rossakatum

Cooper

Bra

nch

Branch

Forg

e

Old

Branch

James

James

Branch

Pond

Trussum

Pond

Wards

Branch

Branch

Morris

Raccoon

Pro

ng

Branch

Sanders

Pond Branch

Hitch

Pond

Pepper

Mill

Branch

BigBr

anch

DELAWAREEXPERIMENTAL

STATIONSUSSEX COUNTY

VO-TECH CENTER

Branch

Mirey

Ditch

Sheep Pen

Pond

Pond

Ingram

Betts

Pond

Millsboro

Mill

Pond

Morris

Gills

BranchHouse

Ditch

Alm

s

Brid

ge

Bra

nch

Cow

Narrow Drain

Drain

Ditch

Long

Branch

Shoals

Ditch

Phillips

Branch

Cowhouse

River

Pocom

oke

Bra

nch

Cypress

Branch

Gu

m

River

Poco

moke

Fork

Run

North

Green

Bald

Cypress Swamp

Polly

BranchSandy

Branch

Vines

Creek

Pep

per

Creek

Bra

nch

Wharto

ns

Bra

nch

Iron

INDIAN

RIVER

Creek

Swan

Pond

PondWaples

Longwood

Gut

Warwick

Creek

Lingo

Emily

Gut

INDIAN

RIVER

BAY

BAY

REHOBOTH

Creek

Herring

Burton

Pron

gHopkinsProng

Creek

Guinea

Pond

Boat

House

Pepper

Creek

Creek

Vin

es

Creek

Stum

p

Bra

nch

Deep

Hole

Black

water

Branch

McCra

ys

Bra

nch

Herring

Cree

k

Creek

Collins W

hite

Creek

Canal

Assa

woman

Canal

BeachBethany

SaltPond

Simon

Glade

Miller

Creek

ASSAWOMAN WILDLIFE AREA

ASSAWOMAN WILDLIFE AREA

HOLTS LANDING

STATE PARK

CreekDiricks

on

BAY

LITTLE

ASSAWOMAN

Creek

Roy

CreekDrum

Bunting

Williamsville

Johnson

Roxana

Bayard

SUSSEX

COUNTY

AIRPORT

REDDENSTATE

REDDEN

STATE

BAILEY TRACT

FOREST

FORESTFOREST

FOREST

FOREST

FOREST

ELLENDALE

STATE

FOREST

DELAWARE

Indian River Inlet

STATE PARK

DELAWARE SEASHORE

DELAWARE SEASHORE

STATE PARK

DELAWARE SEASHORE

STATE PARK

DELAWARE NATIONAL

GUARD

ISLAND

FENWICK

STATE PARK

H

H

TF

LEWES REH

OBO

TH BEA

CH

H

H

OFUNIVERSITY

ReynoldsMill

Raccoon

ROBERT L. GRAHAM

ROBERT L. GRAHAM

ROBERT L. GRAHAM

ROOSEVELT INLET

Lavinia

BREAKWATER HARBOR

Ellis

WILDLIFE AREA

WILDLIFE AREA

WILDLIFE AREA

ROBERT L. GRAHAM

WILDLIFE AREA

(GUM TRACT)

CHIPMAN PONDTRACT

JAMES BRANCH

NATURE PRESERVE

THOMPSON ISLAND

PRESERVE

BEACH PLUM ISLAND

NATURE PRESERVE

NATURE PRESERVECEDAR CREEK

WRIGHTTRACT

B

B

R

R

ALT

RD

RD

SA

MLU

CAS

RD

R.R.

AVE

EAST

POND

RD

RD

RD

WA

Y

ReynoldsPond

Tantrou

gh

NO

RF

OL

K S

OU

TH

ER

N

NO

RF

OL

K S

OU

TH

ER

N

NO

RFO

LK S

OU

TH

ER

N

COAST LI

NE

R. R. CO.

COAST LINE

R. R. CO.

NO

RF

OLK S

OU

TH

ER

N

NO

RF

OLK S

OU

TH

ER

N

NO

RF

OLK S

OU

TH

ER

N

NO

RF

OL

K S

OU

TH

ER

N

Omar

STOCKLEY CENTER

MARSHY HOPE

WILDLIFE AREA

MARSHY HOPE

WILDLIFE AREA

H

H

AREA 1

AREA 2

AREA 3

AREA 4

AREA 5

(ELLENDALE)

(SEAFORD)

(GRAVEL HILL)

(DAGSBORO)

(LAUREL)

WOODBRIDGE

ES

LULU M.

ROSS ES

MILFORD

MS

MORRIS EARLY

CHILDHOOD CENTER

WOODBRIDGE

CENTER

NORTH

GEORGETOWNES

MILTON MS

BRITTINGHAM

ES

UNIVERSITY

OF DELAWARECollege of

Marine Studies

CAPE

HENLOPEN

HS

LEWES MS

WEST

SEAFORDES

SEAFORD

CENTRAL ES

SEAFORD

MS

SEAFORDSHS

DOUGLASSCHOOL

SEAFORD

KINDERGARTEN

SUSSEX CO.

TECHNICAL HS

DELAWARE TECHNICAL

& COMMUNITY COLLEGE

OWENS CAMPUS

HOWARD T.

ENNIS

SCHOOL

SUSSEX

CENTRAL MS

EAST

MILLSBORO

ES

LONG NECKES

DELMAR

HS

JR.-SENIOR

ESDUNBAR

LAUREL

SENIOR

HS

LAUREL

CENTRAL MS

& INT.

SCHOOL

N.LAUREL

ES

MS

SELBYVILLESHOWELL

ES

INDIAN RIVER

FENWICK ISLAND

LIGHTHOUSE

LORD

BALTIMORE ES

WOODBRIDGE

ES

LULU M.

ROSS ES

MILFORD

MS

MORRIS EARLY

CHILDHOOD CENTER

WOODBRIDGE

CENTER

NORTH

GEORGETOWNES

MILTON MS

BRITTINGHAM

ES

UNIVERSITY

OF DELAWARECollege of

Marine Studies

CAPE

HENLOPEN

HS

LEWES MS

WEST

SEAFORDES

SEAFORD

CENTRAL ES

SEAFORD

MS

SEAFORDSHS

DOUGLASSCHOOL

SEAFORD

KINDERGARTEN

SUSSEX CO.

TECHNICAL HS

DELAWARE TECHNICAL

& COMMUNITY COLLEGE

OWENS CAMPUS

HOWARD T.

ENNIS

SCHOOL

SUSSEX

CENTRAL MS

ESDUNBAR

LAUREL

SENIOR

HS

N.LAUREL

ES

MS

SELBYVILLESHOWELL

ES

FENWICK ISLAND

LIGHTHOUSE

LORD

BALTIMORE ES

ESFRANKFORD

HIGH

SCHOOL

COAST GUARD

STATION

INDIAN RIVER INLET

H

H

H

H

H

H

SHS &

SUSSEX CENTRAL

GEORGETOWN

ES

SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2014

DELAWARE DEPARTMENT OF TRANSPORTATION

LOCATION MAP

54

20

20

26

54

2626

17

1720

20

113

17

54

113

26

24

54

30

30

24

26

30

30

24

54

30

24

24

54

20

20

9

20

20

9

1818

113

9TR

9TR

20

9TR

30

24

30

5

5

23

23

23

24

1A

1A

1B

9

9

9

9

9

404

23

24

16

16

530

5

30

113

113

16

404

404

404

404

404

404

404

18

16

36

36

18

404

16

36

36

36

30

36

ISLAND

SOUTH

BETHANY

BETHANY

BEACH

MILLVILLE

OCEAN

VIEW

SELBYVILLE

FRANKFORD

DAGSBORO

DELMAR

LAUREL

BETHEL

SEAFORD

GEORGETOWN

MILLSBORO

DEWEY BEACH

REHOBOTH BEACH

HENLOPEN ACRES

LEWES

MILTON

ELLENDALE

GREENWOOD

BRIDGEVILLE

MILFORD

SLAUGHTER BEACH

203

204A

204

204

36

36 205

205

202

202 206

206

201

201

36

210

209

206

736

113

36A

211

95

36

213 225

94

213

619

618

634

619A

634

633

620

620

619

113

616

615 617

615

36

207

207

42

42

42

621

635

207621

206

225

113

625

625

225

38

B38

B

38A

38

A

213A

213B

225B38

225C225A3

8C

38

224

225D

38

207207A

212

212

14

211

208

200204

224

218

38

224A

224

224B 22014E

14F

217216A

224

216224

214

214

212

212216

214

215

636637

627

215

228

14

215A215

221

221 222

222

219 199

220

199

38

38

39

39B

39B39A

223

38

38198

198

38

212228A

229

229B

227

230

38

232A

229A

216

229

232

232

224

226

226

227

227 231231

231

212

231

22

22

234

234

234B

233

233

14

234C 234A235

16

234

233

16

16

235A

22

B

212

212B212A

22A

197

250

89

16

8822

22

319256

22

249

249255

22

257

88

260

259

88

88

258

258

257

14

261 265

265A

14

14B

266B

266

18285B

18

275

275

276

14

1212

269

269A

266A

18

263

266

267

23

267

268

268A

18

19

267

23

264258

14D

14C

236A

236

1616A

16A

626

594

44

224

224

42

624

224

224623

623

594

594

224

224

36

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

571

569

404580

578

34

578577

404

404

580569

569

571

573

575 575B

569

572

31

31

574

574

573575A

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 43

16

595 595A

595

595

609608

607

607

606

606

593

579

40

565

565

40213

213

579

113

40B

113

113

641

213

213

232B

226

16

226240

238

238

238

238

239

240A

241

241

565 565 565

243

319

319244

252

251

248

248

248A

254

255

242

319

248

230

264

258

285

19A

19

270

270A

270A

270B270A

271275

24

14

300

15A

273

273D

273

273C

273A

15

50

14

195272

196

272B

14A

15

50

274

28424

279A

279

279

279

278

284

283

283

265

285285A 277

283

261

261261A

24724718

18

281 282290

262

285

287

290258

262

262

290 286

292

280

280280A

290

290

22

22

48

48

285

285

285

47

288

280B

280B

277

277

277B

277A

283A

288A

24

289

49

301

302

277

277

47

296

296A

296A

292

292

248

302A

293

295

24847

47

315

316

317

295

295320

317

315

48

318

318

324

432

294 293

292A

22

18

18

248

254

249

249

291

321

321

324

318318A

87

431

319

18

469

113

113

62

62

28

28

446

520

520 519

18

622

18

114

522

243

246 319527

527

244

246

245

213

605

565

253

18

469

48

431

518

518

446

522A

517

518A

523

446

522A

484

517A

46

46

484529

18

18

527

579

528

521

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

557A

553

551

549

549B 548

553

558

18

18

30

567B

567A

567567

568

31

30

552

549

21

549541

21

553

80

542

541

538

80

78

550

80

78

536

538

538

77

78

540

540

538

53779

79

77

490A 490

487487

488

485

493

493

78

78

487A491

493A

493

13

485480

480

482

482

470470

2

13

485

485A

488

488

481

20

213

490

536A

536

535

21

20

13

93

539

536

543 3

534534

556

556

556

542A

542

536

639

535

535

490

530

526A

525

485

48320A524

486A20A

516

524

483483

484

483A

20

20

484

479

479479A

474

476A480A

28

479

474475

476

446

466467B

466467A

467A467

466

446

447479

466

488

489

489

468

467

28

468

480

525

28

476

477446

478

477

62

62

476

442

444

62

443A

443A

473

473

446

20

74

435

443

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South District

H.Q.

NUNOFFICIAL WEBSITE COPY

DEPARTMENT OF TRANSPORTATION CONTRACT: T201480204 PAGE 3 OF 14 SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2014

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 STANDARD CONSTRUCTION DETAILS, AND THESE PLANS.

2. THE PURPOSE OF THIS CONTRACT IS TO MAKE DRAINAGE IMPROVEMENTS, INCLUDING ENTRANCE PIPE

INSTALLATIONS, CROSSROAD PIPE REPLACEMENTS, PIPING OF EXISTING DITCHES, ETC AT VARIOUS LOCATIONS IN SUSSEX COUNTY.

3. THE CONTRACTOR IS REMINDED THAT SECTION 105.07 OF THE STANDARD SPECIFICATIONS REQUIRES

THE GENERAL CONTRACTOR TO HAVE A COMPETENT SUPERINTENDENT OR FOREMAN ON THE PROJECT AT ALL TIMES.

4. IN LIEU OF SECTION 104.05 OF THE STANDARD SPECIFICATIONS AND DEPENDING ON FUND

AVAILABILITY, THE DEPARTMENT RESERVES THE RIGHT TO ADD OR DELETE QUANTITIES TO THIS CONTRACT. SUCH QUANTITY ADDITIONS OR DELETIONS SHALL NOT BE CAUSE FOR AN INCREASE OR DECREASE IN ANY CONTRACT UNIT BID PRICES. NO ITEM PRICES ARE TO BE RENEGOTIATED DUE TO EITHER AN INCREASE OR DECREASE IN QUANTITY USAGE RESULTING FROM SAID ADDITIONS OR DELETIONS. IN THE CASE WHERE CONTRACT UNIT PRICES ARE NOT AVAILABLE, THE PRICES ARE TO BE NEGOTIATED OR PERFORMED BY FORCE ACCOUNT PROCEDURES.

5. THIS CONTRACT SHALL EXPIRE ONE CALENDAR YEAR FROM THE DATE OF THE NOTICE TO PROCEED.

THE DEPARTMENT RESERVES THE RIGHT TO REQUEST TO EXTEND THE CONTRACT FOR AN ADDITIONAL ONE (1) YEAR AT THE ORIGINAL UNIT BID PRICES SPECIFIED. THE ONE-YEAR EXTENSION MUST BE APPROVED BY BOTH PARTIES IN WRITING AT LEAST 90 DAYS PRIOR TO EXPIRATION OF THE EXISTING CONTRACT. THE PERFORMANCE BOND SHALL BE SUBMITTED WITH THE CONTRACT EXECUTION AND SHALL BE SUBJECT TO ANY SUCH AGREED UPON RENEWAL FOR EXTENSION PERIODS. INITIAL EXPENSE SHALL ONLY BE PAID ONCE AND SHALL NOT BE PAID A SECOND TIME UPON AN EXTENSION OF THE CONTRACT. ANY ADDITIONAL EXPENSES RELATED TO THE EXTENSION OF THE CONTRACT MUST BE DOCUMENTED AND SHALL BE AGREED TO PRIOR TO CONTRACT EXTENSION.

6. DURING THE BIDDING PERIOD, ANY QUESTIONS PERTAINING TO THE WORK INVOLVED OR THIS

CONTRACNT SHALL BE DIRECTED TO THE CONTRACT ADMINISTRATOR. AFTER THE CONTRACT IS AWARDED, SUCH QUESTIONS SHALL BE REFERRED TO THE APPROPRIATE DISTRICT ENGINEER OR HIS REPRESENTATIVE.

7. ANY AND ALL CONSTRUCTION ENGINEERING SHALL BE INCIDENTAL TO THE CONTRACT. 8. THE CONTRACTOR SHALL NOTIFY THE DISTRICT AND THE APPROPRIATE DELDOT MAINTENANCE AREA

SUPERVISOR 24 HOURS PRIOR TO STARTING ANY WORK. 9. THE WORK WILL BE SCHEDULED VIA WORK ORDERS FROM THE DISTRICT; WORK LOCATIONS WILL

VARY IN SIZE. THE WORK ORDERS WILL INDICATE THE WORK TO BE PERFORMED AT EACH LOCATION. 10. THE CONTRACTOR SHALL BE ADVISED OF WORK TO BE PERFORMED VIA A WORK ORDER. THE WORK

ORDER WILL INDICATE THE EXACT LOCATION OF WORK, THE QUANTITY OF WORK, AND THE SIZE OF PIPE TO BE INSTALLED. ISSUANCE OF EACH WORK ORDER CONSTITUTES THE NOTICE TO PROCEED WITH THE WORK DESCRIBED ON THAT WORK ORDER. ALL WORK ORDERS MUST BE COMPLETED WITHIN 15 CALENDAR DAYS FROM THE NOTICE TO PROCEED. NO WORK SHALL BE CONDUCTED ON SUNDAYS OR OFFICIAL STATE HOLIDAYS WITHOUT PRIOR APPROVAL FROM THE DISTRICT ENGINEER.



GENERAL CONTRACT NOTES cont. IF WORK ON A SPECIFIC WORK ORDER IS NOT COMPLETED WITHIN 15 CALENDAR DAYS FROM THE DATE OF THE NOTICE TO PROCEED, LIQUIDATED DAMAGES WILL BE ASSESSED PER THE RATE SET IN THE SUPPLEMENTAL SPECIFICATIONS, SECTION 108.09.

11. THE CONTRACTOR SHALL COMMENCE WORK INDICATED ON THE WORK ORDER NO LATER THAN THE

SEVENTH (7TH) WORKING DAY AFTER ISSUANCE UNLESS REQUIRED MATERIALS ARE NOT AVAILABLE. NON-AVAILABILITY OF MATERIALS SHALL BE VERIFIED BY AT LEAST THREE (3) DIFFERENT SOURCES. VERIFICATION SHALL BE FORMAL AND SUPPLIED BY THE CONTRACTOR IN WRITING. IF THERE IS A VERIFIED NON-AVAILABILITY OF MATERIALS, TIME CHARGES SHALL COMMENCE ON THE FIRST (1ST) WORKING DAY FOLLOWING THE DELIVERY DATE OF SAID MATERIALS.

12. EACH WORK ORDER SHALL BE CONSIDERED A SEPARATE UNIT OF WORK. THE ENGINEER WILL MAKE PAYMENT MONTHLY FOR THE COMPLETED INVOICES AS OUTLINED IN SECTION 109.07. UPON THE SUBSTANTIAL COMPLETION OF THE WORK AT AN INDIVIDUAL LOCATION, THE ENGINEER WILL STOP TIME AT THAT LOCATION AND PERFORM A SEMI-FINAL INSPECTION FOR THE WORK ORDER LOCATION IN ACCORDANCE WITH SUBSECTION 105.20. IF THE WORK IS SATISFACTORILY COMPLETED, THE ENGINEER WILL RELEASE THE CONTRACTOR FROM MAINTENANCE RESPONSIBILITY FOR THAT LOCATION. THE ENGINEER RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO ADD WORK OR MAKE REPAIRS TO COMPLETED LOCATIONS AT THE DEPARTMENT'S EXPENSE UNTIL SUCH A LOCATION HAS BEEN ACCEPTED BY THE DEPARTMENT. THE CONTRACTOR MUST REPAIR ALL DEFECTS IN THE WORK CAUSED BY POOR WORKMANSHIP OR MATERIALS AT THEIR OWN EXPENSE UNTIL THE DEPARTMENT ACCEPTS THE CONTRACT AFTER THE FINAL INSPECTION. A FINAL INSPECTION WILL BE COMPLETED ON AN ANNUAL BASIS FOR WORK ORDERS COMPLETED IN A CALENDAR YEAR. UPON SATISFACTORY COMPLETION OF THE FINAL PUNCH LIST, THE DEPARTMENT WILL ACCEPT THE LOCATION AND RELEASE THE CONTRACTOR FROM RESPONSIBILITY FOR THE WORK AT THAT LOCATION. IF A WORK ORDER IS SUFFICIENTLY LARGE AND COMPLEX AS DETERMINED BY THE ENGINEER, A FINAL INSPECTION MAY BE HELD UPON THE COMPLETION OF THAT WORK ORDER.

13. NO UTILITY RELOCATION INVOLVEMENT IS ANTICIPATED. SHOULD ANY CONFLICTS BE ENCOUNTERED DURING CONSTRUCTION REQUIRING ADJUSTMENT AND/OR RELOCATION OF THE AGENCIES’ EXISTING FACILITIES, THE NECESSARY RELOCATION WORK SHALL BE ACCOMPLISHED BY THE RESPECTIVE AGENCIES’ FORCES, AS DIRECTED BY THE DISTRICT ENGINEER. ANY ADJUSTMENTS AND/OR RELOCATIONS OF MUNICIPALLY OWNED FACILITIES SHALL BE DONE BY THE STATE’S CONTRACTOR IN ACCORDANCE WITH THE RESPECTIVE AGENCIES’ STANDARD SPECIFICATIONS AS DIRECTED BY THE DISTRICT ENGINEER.

14. NO ENVIRONMENTAL PERMITS ARE REQUIRED FOR THIS WORK PROVIDED THAT NO JURISDICTIONAL

WETLANDS OR WATERS ARE IMPACTED. IF THERE IS ANY QUESTION AS TO WHETHER OR NOT A WETLAND OR WATERS IS JURISDICTIONAL, CONTACT THE DELDOT ENVIRONMENTAL SECTION AT 302-760-2264.

15. IT IS ANTICIPATED THAT ALL WORK WILL OCCUR WITHIN DELDOT’S EXISTING RIGHT OF WAY OR

EASEMENT AREAS. SHOULD THE NEED OCCUR TO TRESPASS ONTO PRIVATE PROPERTY; IT WILL BE THE RESPONSIBILITY OF THE DELDOT REPRESENTATIVE TO SECURE SUCH TRESPASS NEEDS.

16. IT IS ANTICIPATED THAT ALL WORK WILL OCCUR WITHIN DELDOT’S RIGHT OF WAY. SHOULD THE

NEED OCCUR TO TRESPASS ONTO RAILROAD PROPERTY, INCLUDING THE HIGHWAY-RAIL CROSSING; IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE RAILROAD CHIEF ENGINEER AND OBTAIN WRITTEN AUTHORIZATION BEFORE ENTERING.



GENERAL CONTRACT NOTES cont.

17. ALL NEW CORRUGATED POLYETHYLENE PIPE (CPEP) SHALL BE COMPATIBLE WITH EXISTING CPEP AND

SHALL BE CAPABLE OF PROVIDING A WATERTIGHT SEAL TO DELDOT’S EXISTING INVENTORY OF CPEP MANUFACTURED BY ADS. THE PIPE SHALL ALSO MEET THE SPECIFICATION ON PAGE 7 OF THESE PLANS.

18. ALL DEWATERING METHODS, TRENCH BOXES, AND OTHER WORK ASSOCIATED WITH THE

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

19. REMOVAL AND DISPOSAL OF EXISTING PIPES THAT ARE TO BE REPLACED SHALL BE PAID UNDER ITEM # 208000, EXCAVATION AND BACKFILLING FOR PIPE TRENCHES. NO ADDITIONAL PAYMENT WILL BE MADE TO REMOVE OR DISPOSE OF EXISTING PIPES.

20. ITEM 714000 SHALL BE USED AS DIRECTED TO PAY FOR NEW DITCHING. THIS ITEM SHALL NOT BE USED TO PAY FOR ANY SWALING OVER NEWLY INSTALLED PIPE, AS SUCH WORK IS INCIDENTAL TO ITEM 208000 EXCAVATION AND BACKFILLING FOR PIPE TRENCHES.

21. ITEMS 208000 AND 210000, EXCAVATION AND BACKFILL SHALL BE CALCULATED AND PAID

SEPARATELY AT EACH LOCATION; WITH THE EXCEPTION OF ITEM 614875 WHERE THESE ITEMS WILL BE INCIDENTAL.

22. THE DEPARTMENT AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES AND DRAINAGE STRUCTURES TO BE USED IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION PRIOR TO THE START OF CONSTRUCTION. EXISTING PIPES AND DRAINAGE STRUCTURES DAMAGED DUE TO CONTRACTOR OPERATIONS SHALL BE REPAIRED OR REPLACED IN-KIND AT THE CONTRACTOR'S EXPENSE. THE DEPARTMENT WILL VIDEO INSPECT NEW PIPE RUNS TO CONFIRM CONDITION PRIOR TO ACCEPTANCE. PIPE CLEANING PRIOR TO VIDEO INSPECTION AND MAINTENANCE OF TRAFFIC DURING THE VIDEO INSPECTION ARE THE RESPONSIBILITY OF THE CONTRACTOR AND INCIDENTAL TO THE PIPE ITEM THAT IS BEING VIDEO INSPECTED.

23. THE DELDOT REPRESENTATIVE SHALL BE RESPONSIBLE FOR COORDINATING WITH THE TRAFFIC

SECTION RELATING TO ANY IMPACTS TO TRAFFIC SECTION FACILITIES (INCLUDING BUT NOT LIMITED TO TRAFFIC LOOPS, JUNCTION WELLS ETC.) AT LEAST 4 WEEKS IN ADVANCE OF THE START OF THE ACTIVITY. PRIOR TO INITIATING ANY WORK ON THE CONTRACT (OR SITES), THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING AND SUBMITTING FOR APPROVAL OF THE SAFTEY SECTION, MAINTENANCE OF TRAFFIC PLAN. SUFFICIENT TIME SHALL BE PROVIDED FOR THE REVIEW AND APPROVAL OF THE PLANS. THE MAINTENANCE OF TRAFFIC PLAN SHALL INCLUDE PROPOSED TIME RESTRICTIONS ON THE CLOSURE OF TRAVEL LANES SUBJECT TO THE APPROVAL OF THE SAFETY SECTION.

24. 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 THE LANE RESTRICTION IS IN PLACE, WHEN THE LANE RESTRICTION IS PICKED UP, DESIGNATED ON-SITE CONTACT PERSON/NUMBER AND STATE INSPECTOR

25. ALL TRAFFIC CONTROL DEVICES SHALL BE IN NEW OR REFURBISHED CONDITION AND SHALL BE IN COMPLIANCE WITH THE TRAFFIC CONTROL MANUAL AND NCHRP 350 AS DEFINED IN SECTION “6A” OF THE TRAFFIC CONTROL MANUAL AND SHALL BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. TRAFFIC CONTROL DEVICES SHALL BE MAINTAINED IN GOOD CONDITION FOR DURATION OF USE



GENERAL CONTRACT NOTES cont.

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

MAINTENANCE 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.

27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS/HER WORK WITH OTHER

CONTRACTORS IN THE AREA. 28. ACCESS TO ALL BUSINESSES AND RESIDENCES SHALL BE MAINTAINED AT ALL TIMES. ANY CLOSURE

OF ENTRANCE/RESIDENCIES SHALL BE COORDINATED WITH THE LAND OWNER PRIOR TO ANY CLOSURES.

29. THE CONTRACTOR AND ALL OTHERS SHALL PERFORM ALL WORK IN A MANNER THAT WILL ENSURE

THE LEAST PRACTICAL OBSTRUCTION TO THE TRAVELING PUBLIC AND SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST VERSION OF THE MANUAL ENTITLED “DELAWARE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES” IN EFFECT AT THE TIME OF ADVERTISEMENT FOR BIDS.

30. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN INCLUDING THE NECESSARY NCHRP 350

CERTIFICATIONS FOR ALL DEVICES THAT WILL BE UTILIZED FOR EACH LOCATION BEFORE THE START OF THE PRE-CONSTRUCTION MEETING. WRITTEN APPROVAL MUST BE RECEIVED BEFORE THE START OF WORK AT EACH AND EVERY LOCATION.

31. THE CONTRACTOR SHALL PROVIDE A WRITTEN NOTICE TO ALL RESIDENTS WHO LIVE ADJACENT TO

THE WORK ZONE, A MINIMUM OF 48 HRS. PRIOR TO 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.

32. ALL REQUIRED MAINTENANCE OF TRAFFIC WARNING SIGNS SHALL BE PAID FOR UNDER ITEM 743024,

TEMPORARY WARNING SIGNS AND PLAQUES. ALL WARNING SIGNS SHALL BE DIAMOND GRADE RETRO-REFLECTIVE. WOOD SHEETING IS NOT PERMITTED.

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

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

ITEM NO. 614875: ENTRANCE PIPE INSTALLATION NOTES

34. THE NOTES LISTED BELOW APPLY ONLY TO THE ENTRANCE PIPE ITEM NO. 614875. ALL CROSSROAD PIPE

LOCATIONS, DITCH ENCLOSURES OR ANY OTHER WORK GIVEN NOT RELATING TO A PERMIT NUMBER WILL BE PAID PER THE APPLICABLE STANDARD SPECIFICATIONS.

35. THE PURPOSE OF THIS ITEM IS TO INSTALL PRIVATE PROPERTY ENTRANCE PIPES AT VARIOUS

LOCATIONS ALONG 2-LANE ROADS THROUGHOUT SUSSEX COUNTY. THERE WILL BE NO LOCATIONS ISSUED FOR DUAL HIGHWAYS.

36. ALL MAINTENANCE OF TRAFFIC SHALL BE INCIDENTAL TO ITEM NO. 614875. TYPICAL APPLICATION #10

SHALL BE USED FOR MAINTENANCE OF TRAFFIC AT ENTRANCE PIPE LOCATIONS.



ITEM NO. 614875: ENTRANCE PIPE INSTALLATION NOTES cont. 37. THE ESTIMATED MINIMUM LENGTH OF PIPE TO BE INSTALLED AT EACH INDIVIDUAL LOCATION SHALL

BE 24’. IT IS THE DEPARTMENT’S INTENT TO ISSUE NO MORE THAN 3 LOCATIONS PER DAY. 38. IN THE EVENT THAT WARM MIX MUST BE PLACED OVER AN ENTRANCE PIPE, THE WARM MIX WILL BE

PAID SEPARATELY UNDER ITEMS 401821 AND 401822, HOWEVER, ITEM 406001, HOT MIX PATCHING, WILL NOT BE PAID AS THIS WORK WILL BE INCIDENTAL TO ITEM 614875.

39. INSTALLATION OF ENTRANCE PIPE SHALL BE MEASURED AND PAID FOR BY THE NUMBER OF LINEAR

FEET OF PIPE INSTALLED AND ACCEPTED BY DELDOT. ALL REQUIRED ITEMS TO COMPLETE THE PIPE INSTALLATION WITHIN DRIVEWAY ENTRANCES, SUCH AS BORROW, GABC, TOPSOIL, SEED AND MULCH, ETC. SHALL BE INCIDENTAL TO ITEM 614875.

MATERIAL SPECIFICATIONS FOR:

612520 – CORRUGATED POLYETHYLENE PIPE, TYPE S, 15” 612522 – CORRUGATED POLYETHYLENE PIPE, TYPE S, 12” 612523 – CORRUGATED POLYETHYLENE PIPE, TYPE S, 18” 612524 – CORRUGATED POLYETHYLENE PIPE, TYPE S, 24” 612525 – CORRUGATED POLYETHYLENE PIPE, TYPE S, 30” 612526 – CORRUGATED POLYETHYLENE PIPE, TYPE S, 36”

CORRUGATED POLYETHYLENE PIPE SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M294, LATEST EDITION, FOR PIPE CLASSIFIED AS TYPE S. PIPE AND FITTING MATERIAL SHALL BE HIGH-DENSITY POLYETHYLENE MEETING ASTM D3350. INDIVIDUAL PIPE SECTIONS SHALL BE INSTALLED WITH INTEGRAL BELL AND SPIGOT CONNECTIONS THAT PROVIDE LEAK RESISTANT CONNECTIONS WATERTIGHT TO A MINIMUM PRESSURE OF 10.8 PSI WHEN TESTED IN ACCORDANCE WITH THE METHODS DESCRIBED IN ASTM D3212. THE PIPE SHALL BE INSTALLED WITH GASKETS PRE-INSTALLED BY THE PIPE MANUFACTURER. GASKETS SHALL BE LOCATED AT THE SPIGOT END AND MEET THE REQUIREMENTS OF ASTM F477. THE MANUFACTURER SHALL PROVIDE CERTIFICATION THAT THE GASKET MATERIAL SHOWED NO VISIBLE CRACKING WHEN TESTED ACCORDING TO ASTM D1149 AFTER 72-HOUR EXPOSURE IN 50 PPHM OZONE AT 104 DEGREES FAHRENHEIT. THE PIPE SHALL BE SUPPLIED WITH THE GASKETS COVERED WITH A REMOVABLE WRAP TO PROTECT THE GASKET MATERIAL FROM DAMAGE AND DEBRIS DURING INSTALLATION. A JOINT LUBRICANT SHALL BE USED TO INSTALL PIPE. CERTIFICATION FOR THE GASKETS SHALL BE PRODUCED BY THE PIPE MANUFACTURER. IN ADDITION, THE JOINT SYSTEM SHALL PROVIDE SUFFICIENT LONGITUDINAL STRENGTH TO PRESERVE PIPE ALIGNMENT AND PREVENT SEPARATION AT THE JOINT. ALL FITTINGS SHALL ALSO MEET THE WATER TIGHT REQUIREMENTS OF ASTM D3212 CONSISTENT WITH THE PIPE INSTALLED UNDER THE TERMS OF THIS CONTRACT.


NOT TO SCALE

PIPE TRENCH DETAIL

PIPE TRENCH DETAIL IN EXISTING DITCH

PIPE TRENCH DETAIL WITH NO EXISTING DITCH

VARIE

S VARIE

S

EDGE OF PAVEMENTDRIVEWAY GRADE

LIMIT OF GABC

VARIESO.D.VARIES

LIMIT OF GABC

PAGE 8 OF 14

ITEM 614875, INSTALLATION OF ENTRANCE PIPES, DETAILS

CONTRACT T201480204


18" 18"

PLACE 6" OF 302005 - GABC, TYPE B

O.D.18" 18"

PLACE 6" OF 302005 - GABC, TYPE B


EDGE OF TRENCH OR R/W

AS DESIGNATED BY THE ENGINEER

OR SECTION 302( ) GABC, TYPE B

SECTION 209( ) - BORROW TYPE C

TO MEET THE REQUIREMENTS OF

DRAINAGE INLETS SHALL BE PAID SEPERATELY

NOTE: ALL ITEMS, EXCEPT DRAINAGE INLETS, SHALL BE INCIDENTAL TO ITEM 614875 - INSTALLATION OF ENTRANCE PIPE.

EDGE OF TRENCH OR R/W


OR SECTION 302( ) - GABC, TYPE B

SECTION 209( ) - BORROW TYPE C


EDGE OF PAVEMENT

VA

RIE

S (4

8"

MA

X.)

VA

RIE

S (4

8"

MA

X.)


SWALE OVER PIPE TRENCH DETAIL

PIPE O.D.

C.B. GRATE

DEP

TH

VA

RIE

S

6"

2"


PIPE O.D.

C.B. GRATE

DEP

TH

VA

RIE

S

6"

2"


OF SECTION 209( ) - BORROW TYPE C

TO MEET THE REQUIREMENTS

PAGE 9 OF 14

DITCH ENCLOSURE - DETAIL


18" 18"

CONTRACT T201480204


NOTES

1) A SWALE SHALL BE BUILT OVER NEW DRAINAGE TO INSURE POSITIVE FLOW TO CATCH BASIN(S).

2) EXCAVATION AND BACKFILL SHALL BE CALCULATED AND PAID SEPARATELY FOR DITCH ENCLOSURES.

3) DRAINAGE INLETS SHALL BE PAID FOR SEPARATELY

4) PLACE 4" TOPSOIL, SEED, & MULCH AT ALL DISTURBED AREAS

EDGE OF EXIST. ROADWAY

EXIST. R/W VARIES


PIPE O.D.

C.B. GRATE

DEP

TH

VA

RIE

S

6"

2"


PIPE O.D.

C.B. GRATE

DEP

TH

VA

RIE

S

6"

2"


OF SECTION 209( ) - BORROW TYPE C

TO MEET THE REQUIREMENTS

PAGE 9 OF 14

DITCH ENCLOSURE - DETAIL


18" 18"

CONTRACT T201480204


NOTES

1) A SWALE SHALL BE BUILT OVER NEW DRAINAGE TO INSURE POSITIVE FLOW TO CATCH BASIN(S).

2) EXCAVATION AND BACKFILL SHALL BE CALCULATED AND PAID SEPARATELY FOR DITCH ENCLOSURES.

3) DRAINAGE INLETS SHALL BE PAID FOR SEPARATELY

4) PLACE 4" TOPSOIL, SEED, & MULCH AT ALL DISTURBED AREAS

EDGE OF EXIST. ROADWAY

EXIST. R/W VARIES


PAGE

NOTES:

1. ALL EDGES TO BE SAWCUT.

10 OF 14

CROSSROAD PIPE REPLACEMENT - DETAIL




OR TO MEET THE REQUIREMENTS OF

PIPE O.D.

SAWCUT

1'-0"

1'-0"

SECTION 209( ) - BORROW TYPE C OR

SECTION 302( ) - GABC TYPE B

SECTION 302( ) - GABC TYPE B

CROSSROAD PIPE REPLACEMENT DETAIL



18" 18"

401821 - 2" SUPERPAVE TYPE C WM, 160 GYRATIONS, PATCHING

401822 - 6" 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, 8" OR AS DIRECTED BY THE ENGINEER.

CONTRACT T201480204

(TYP.)


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