17
Unofficial Website Copy
Unofficial Website Copy
DEPARTMENT OF TRANSPORTATION CONTRACT T201580201 PAGE 2 OF 17
SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2015
CONTRACT DESCRIPTION
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. THE SPECIFIC WORK SITES ARE NOT LISTED HEREIN, BUT WILL BE ASSIGNED AS AVAILABLE BY THE DISTRICT MAINTENANCE SUPPORT OFFICE. 1. THE DELDOT PROJECT MANAGER IS RESPONSIBLE FOR ENSURING ANY REQUIRED DOCUMENTS AND
ANALYSIS AS PART OF THE ADOPTED WORK ZONE SAFETY AND MOBILITY PROCEDURES AND GUIDELINES HAS BEEN COMPLETED PRIOR TO ANY WORK STARTING ON THIS CONTRACT.
2. 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 DELDOT PROJECT MANAGER TO CONTACT THE RAILROAD CHIEF ENGINEER AND OBTAIN WRITTEN AUTHORIZATION PRIOR TO SUCH WORK.
3. 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 PROJECT MANAGER TO SECURE SUCH TRESPASS NEEDS PRIOR TO SUCH WORK.
4. NO ENVIRONMENTAL PERMITS ARE REQUIRED FOR THIS WORK PROVIDED NO JURISDICTIONAL WETLANDS
OR WATERS ARE IMPACTED. IF THERE IS ANY QUESTION AS TO WHETHER OR NOT A WATER OR WETLAND IS JURISDICTIONAL, THE CONTRACTOR SHALL CONTACT THE DELDOT PROJECT MANAGER PRIOR TO SUCH WORK.
5. NO UTILITY RELOCATION 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. PAYMENT SHALL BE MADE USING CONTRACT UNIT PRICING OR WHERE NO PRICING IS AVAILABLE, IT SHALL BE NEGOTIATED PRIOR TO COMMENCEMENT OF WORK.
6. THE DELDOT PROJECT MANAGER 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.) IN ADVANCE OF THE START OF THE ACTIVITY.
7. PRIOR TO INITIATING ANY WORK ON THIS CONTRACT (OR SITES), THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PREPARING AND SUBMITTING FOR APPROVAL OF THE SAFETY SECTION A MAINTENANCE OF TRAFFIC PLAN. SUFFICIENT TIME SHALL BE PROVIDED FOR THE REVIEW AND APPROVAL OF THE PLAN. THE MAINTENANCE OF TRAFFIC PLAN SHALL INCLUDE PROPOSED TIME RESTRICTIONS ON THE CLOSURE OF TRAVEL LANES SUBJECT TO THE APPROVAL OF THE SAFETY SECTION. NO WORK SHALL START WITHOUT AN APPROVED MAINTENANCE OF TRAFFIC PLAN.
Unofficial Website Copy
CONTRACT 201580201 PAGE 3 OF 17
SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2015
DELAWARE DEPARTMENT OF TRANSPORTATION
LOCATION MAP
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
COUNTRY CLUB
ESTATES
SHAWNEEACRES
ACRESMEADOWGATE
EASTMANEASTMAN
HEIGHTS
HICKORY
RIDGE
ACRES
ACRES
HILLTOP
HUDSONPOND
GREEN
TOPPONDSIDE
ACRES
LINCOLNVILLAGEVILLAGE
TEALPOINT
SYLVANSYLVANACRESACRES
WAPLESPONDACRES
EAST SIDEVILLAGEVILLAGE
COLLINS AND
RUSSELL DEV.
COLONY
CAVE
SU-SAXACRES
HERONWOOD
CARSYLIANCARSYLIANACRES
SEA SPRAYVILLAGE
RED MILLFARMS
ARABIANACRES
HOLLY
PINES
FOXHOLLOW
ARBREARBREPK.PK.
THE WILLOWS
BEAVER DAM
ACRES
SANDY BRAESANDY BRAE
MAPLEWOODMAPLEWOOD
QUAKERHTS.
COVEYCREEK
WOLFE
RUNNE
LAZY LAKE
COOL SPRINGMANOR
WHITE HORSEFARM
BRIARBRIARWOODWOODMANOR
MURRAYSDEV. ROGERS
DEV.
GREENLEAACRES
ACRESSWAIN
COLLINS POND
ACRES
MESSICK
DEV.
MIDDLEFORDACRES
FISHER MILLPARK
BRYAN
PARK
GREENACRES
LAKESHORES
BIG PINEESTATES CANNON
NEW MARKETVILLAGE
BRANCHVIEW
NANTICOKEESTATES
JOHNSONJOHNSONDEV.
DEVONSHIREWOODS
ATLANTA
ESTATES
THEOAKS
HERITAGE
VILLAGE
OLDE MILLACRES
PATTY CANNONESTATES
SUSSEXESTATES
COLONIALACRES
WOODEDACRES
FREDRICK
ACRES
RIVERSEND
LAKEWOOD
WATERVIEWACRES
PINEY GROVEMANOR
GOLFGOLFVILLAGE KAWAN
ACRES
PINE LAKEDEV.
EDWARDCORDREY
SUBDIVISION
CORDREYSUBDIVISION
LAWRENCE
GRAN-VILLE
RIVER VIEW
WARWICK
PARK
ORCHARDMANOR
OAKMEADOWS
INDIAN TOWNFARMS
HOLIDAY PINES
WINDINGCREEKVILLAGE
JOYBEACH
ANGOLALANDING
TOWERSHORES
WHITERIVER
ESTATES BROADCREEKESTATES
RIVERVIEWACRES
HOLLYWOODS
PARK
DICKERSONMANOR
PUSEYDEV.
DOGWOODACRES
LAKEPINES
NENTEGOMANOR
CAREY'SESTATE
LAKEVIEWESTATES
HUDSON
HOLIDAYACRES
DIAMONDACRES
KERSEY'SEVERGREEN
ACRES
HOLIDAYESTATES
PRINCEGEORGES
ACRES
HELMSLANDING
CUELENACRES
BLACKWATERVILLAGE
WHITES NECKVILLAGE
SHERWOODACRES
PINEMANORESTATES
MILLERCREEK
PARKPLANTATION
FOXFIREMEADOW
OCEANWAY
ESTATES
MEYLEESTATES
GREENBRIAR
COURT
ROGERSHAVEN
DENTONMILLS
HIDDENACRES
CRIPPLE CREEK
MANOR
COTTONPATCHHILLS
GULLS NEST
BAYBERRY DUNES
SEA DEL ESTS.
BETHANY DUNES
BETHANY VILLAGE
OCEAN VILLAGE
MURRAYESTATES
BAY
SHORE
HOLLY OAK
WESTERLEE
LITTLEACRES
RECORDSESTATES
VILLAPARK
ESTS.
FENWICK
ESTATES
BEARHOLE
BEACHWOOD
SPRINGBROOKFOREST
BAY VIEWESTATES
MILL CREEKACRES
INDIANCOVE
KEENWICK
KEYS
OAKACRES
FENWICKLANDING
ALEXANDERLANE
SHUFELT
ACRES
GARDENS
NEWTONWOODS
PASS-
WATERSESTS.
MOBILEGARDENS
BROAD ACRES
LAKESIDEESTS.
WOODLANDSTATION
UPCOUNTRY
LAYTONS
RIVERA
SUSSEX
MANOR
TODDS
PINE-RIDGE
STAGE MOBILE
HOME VILLAGE
SCOTTSDALEPARK
HICKMANVILLAGEESTATES
OLD CHURCH
LANDING
SHADY
ACRES
HORNSMOBILE
VILLAGE
MEADOWACRES
KENMOREPARK
COLLINSMILL
STANLEYMANOR MANOR
WEBB
THEHEATH
FREEMANHORNER
COUNTRYLIVING
WOODCRESTESTATES
HOMESTEAD
SPRINGFIELDFARMS
COUNTYSEAT
GARDENS
TESSIEMARINGOLA
ESTATES
FARMVIEW
HOLLYHILL
SOUTHSHORES
CEDAR
VILLAGE
WHITEOAK
BEAVER DAM MANOR
AVALON PARK
FISH
HOOK
FOREST
PARK
SANDYBEACH
EVANSPARK
PEPPERRIDGE
LAZYLAGOON
ACRES
DOGWOODACRES
PINE
POINT
RIVER VILLAGE
ORCHARDOAK
HILLCRESTACRES
WILLIAMRITTER
MANORSHER-
WOOD
FOREST
POT NETSNORTH
LONGNECK
PINEWATERFARM
WOOD
ANGOLA BY THE
BAY
LONGS
ACRES
SANDDUNES
EDGE-WATERESTS.
LOGCABIN
OVER-BROOKSHORES
MILL PONDACRES
CRIPPLECREEK
HIGHLANDACRES
MIDWAYPARK
COLONIALEAST
FIELDWOOD
ASPEN
MEADOWSMEADOWS
KYRIEKYRIE
ESTATESESTATES
SEAAIR
BREEZEWOOD
OLDLANDING
WOODS
ARNELLCREEKCREEK
MULBERRY
KNOLL
BAY SHORE
HILLS
WOODSEDGE
TRI-STATEPARKPARK
NECKANGOLA
PARK
WEST BAY
PARK
NANTICOKESHORES COZY
COVE
INDIANLANDING
WHITE HOUSEBEACH
FISHERMANSPARK
INDIANLANDINGNORTH
DENTONMANOR
LAND OFPLEASANT
LIVING
BANKS-VILLEPARK
FOX RUN
MAGNOLIASHORES
FENWICKWEST
LANTERNLANE
HOLLYRIDGE
PINEYPT.
LYNNLEELEE
HOWARDMANOR
COLLINS
CREEKESTS.
FENWICKACRES
THE SHOALSSEA DUNESSEASIDE VILLASSEATOWNE
QUEEN'SQUEST
KING'SGRANT
SUMMERTIME
THENARROWS
BAYVIEW
THERESERVATION
QUILLENPOINT
BAYSIDEHAMLETCEDAR
SHORES
VILLAS
INDIANHARBOR
ANNEACRES
HENLOPENKEYS
AdamsCrossroads
Wooden-hawk
Scotts
Corner
Jacobs Crossroads
Atlanta
Oak Grove
Reliance
TullsSchool
Columbia
Packing House
Corner
GREENWOOD
BRIDGEVILLENORTH
CANTERBURY APTS.
RICLANDHEIGHTS
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
DELA
WARE B
AY
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 CREEKESTATES
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
DEERWOOD
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
k
Goslee
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
RunChapel
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
Tusso
cky
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
REHOBOTH BEACH YACHT
AND COUNTRY CLUB
FIELDWOODFARMS
LEWES REH
OBO
TH BEA
CH
H
COUNTRY
VILLAGE
CLUB
H
HILL N DALE
LINDALE
SUBDIVISION
SMITHFIELD
VILLAGE
ESTATES
KNOLLFOREST
SHILOHFARMS JOHN C.
CLARKSVILLE
HAVENMURRAYS
SEABREAK
SUSSEX SHORES
CRAIGS
MILL
HEIGHTS
BRIARHOOK
MARATHON
ESTATES
DANFIELD ACRES
VILLAGE
COUNTRYFARMS
COOL
SPRING
PARK
BRIDGEVILLE
CHASE
ACRESWISSEMAN
OFUNIVERSITY
ReynoldsMill
Raccoon
HIDDEN
MEADOWS
CHIPMANSCHASE
GLADETHE
MATLINDSESTATES
WEST LINE RD WALLER RD
ROBERT L. GRAHAM
ROBERT L. GRAHAM
ROBERT L. GRAHAM
SWANN
ROOSEVELT INLET
HARBOR OF REFUGE
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
WEBB
FAR
MRD
CENTURY
FAR
M
TU
LL R
D
WEB
B
FAR
M
RD
ELLENDALE GREENWOOD
HWY
ELLENDALEGREENWOOD HWY
SAMM
ONS
RD
RD
BRIC
KG
RAN
ARY
RD
BROADKILL
SA
MLU
CAS
RD
HWY
MILTONELLENDALE
HUMMINGBIR
D
HUMMINGBIRD
RD
RD
PON
DER
RD
HO
LLY
RD
HO
LLY
TREE
R.R.
AVE
OAK
OA
K
RD
OA
K
LA
OLD
EAST
EAST
POND
RD
GOV.
LEWES-GEORGETO
WN
HWY
HWY
GEORGETOWN
LEWES-
MARTINS
FARM
RD
HARBESO
N
RD
HO
LLYVIL
LE
RD
RD
RD
DO
WNS
LANDIN
G
JOHNSO
N
FOX RU
N
RD
THOMPSONVILLE
RD
WA
Y
ReynoldsPond
WEBB
FARM
RD
MAR
KET
ST
MILLCORDER'S
ESTATESMIDWAY
DOVEKNOLL
NORTH
SHORES
SEABREEZE
WESTREHOBOTH
HICKORY
HAVEN
LOCH
ANGOLA
CREST
PINES
TALL
NANTICOKELANDING
NANTICOKEACRES
POT NETS
SHORESCAPE
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
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DEPARTMENT OF TRANSPORTATION CONTRACT: T201580201 PAGE 4 OF 17 SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2015
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, THE DELAWARE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THESE PLANS.
2. THE PURPOSE OF THIS CONTRACT IS TO MAKE GENERAL IMPROVEMENTS TO ROADS AND/OR STREETS
WITHIN THE DISTRICT HEREIN SPECIFIED. 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.
3. 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. DETAILS SHALL INCLUDE A DESCRIPTION OF EACH WORK ACTIVITY, THE PLANNED DAYS OF WORK, MULTIPLE CREWS OR SHIFTS, AND SCHEDULED WORKING HOURS. FAILURE TO COMPLY WILL RESULT IN A SUSPENSION OF ALL CONTRACT WORK WITH TIME CHARGES CONTINUING TO BE ASSESSED.
4. 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 TERM AT THE ORIGINAL UNIT BID PRICES SPECIFIED. ANY EXTENSION MUST BE APPROVED BY BOTH PARTIES IN WRITING 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.
5. 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.
6. 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.
7. ISSUANCE OF EACH WORK ORDER CONSTITUTES THE NOTICE TO PROCEED WITH THE WORK DESCRIBED
ON THE WORK ORDER. FAILURE TO COMPLY WITH THE WORK ORDER COMPLETION DATE WILL RESULT IN CHARGED LIQUIDATED DAMAGES BASED ON EACH WORK ORDER AND SECTION 108 () OF THE STANDARD SPECIFICATIONS.
8. 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
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DEPARTMENT OF TRANSPORTATION CONTRACT: T201580201 PAGE 5 OF 17 SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2015
GENERAL CONTRACT NOTES (cont.)
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 PERFORMS A FINAL INSPECTION AND ACCEPTS THE CONTRACT. 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.
9. 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 THE COMMENCEMENT OF WORK.
10. ANY AND ALL CONSTRUCTION ENGINEERING SHALL BE INCIDENTAL TO THE CONTRACT.
11. 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.
12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT AND THE APPROPRIATE DELDOT MAINTENANCE AREA
SUPERVISOR 24 HOURS PRIOR TO STARTING ANY WORK.
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DEPARTMENT OF TRANSPORTATION CONTRACT: T201580201 PAGE 6 OF 17 SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2015
PROJECT AND CONSTRUCTION NOTES
13. 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.
14. ALL DEWATERING METHODS, TRENCH BOXES, AND OTHER WORK ASSOCIATED WITH THE
INSTALLATION OF THE PIPE SHALL BE INCIDENTAL TO THE CORRESPONDING PIPE ITEM.
15. 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.
16. 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.
17. 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.
18. 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.
19. DRAINAGE INLET GRATES ADJACENT TO THE PROJECT AND WHICH ARE NOT THE 45 DEGREE TYPE SHALL BE REPLACED. AT LOCATIONS WHERE PATCHING IS DESIGNATED, THIS TYPE OF GRATE SHALL BE REPLACED ONLY WHEN THE CATCH BASIN IS TO BE ADJUSTED AND/OR REPAIRED. THE ACTUAL LOCATIONS, THE NEED FOR ANY GRATE MODIFICATIONS OR FOR NEW FRAMES SHALL BE DETERMINED BY THE ENGINEER. ALL REPLACED GRATES/FRAMES SHALL BE DELIVERED TO THE NEAREST DISTRICT MAINTENANCE YARD WITH THE COST OF DELIVERY INCLUDED IN OTHER APPROPRIATE BID ITEMS. THIS COST FOR THE WORK SHALL BE NEGOTIATED PRIOR TO THE REPLACEMENT OF ANY DRAINAGE INLET GRATES.
20. ALL PORTLAND CEMENT CONCRETE MUST BE RECEIVED FROM AN APPROVED PRODUCTION PLANT. NO
ON-SITE MIXTURES WILL BE PERMITTED. THIS PERTAINS TO BOTH WORK OCCURRING DURING NORMAL WORKING HOURS AND NIGHTTIME RESTRICTED WORK.
21. 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"
22. IN AREAS WHERE NO CURB IS PRESENT AND NEW DRAINAGE INLETS ARE BEING INSTALLED, TYPE A TOP UNITS SHALL BE UTILIZED PER STANDARD DETAILS D-5. 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
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DEPARTMENT OF TRANSPORTATION CONTRACT: T201580201 PAGE 7 OF 17 SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2015
BE COORDINATED BY THE CONTRACTOR WITH THE ENGINEER AND A REPRESENTATIVE OF 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.
ITEM NO. 614875: ENTRANCE PIPE INSTALLATION NOTES 23. 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.
24. 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.
25. ALL MAINTENANCE OF TRAFFIC SHALL BE INCIDENTAL TO ITEM NO. 614875. TYPICAL APPLICATION #10
(DE MUTCD) SHALL BE USED FOR MAINTENANCE OF TRAFFIC AT ENTRANCE PIPE LOCATIONS. 26. 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. 27. 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.
28. 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 ITEMS 612520 – 612526, CPEP, TYPE S, 12” – 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.
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DEPARTMENT OF TRANSPORTATION CONTRACT: T201580201 PAGE 8 OF 17 SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2015
MAINTENANCE OF TRAFFIC
29. 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).
30. 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. IN ADDITION, PRIOR TO THE START OF ANY WORK ORDER, THE CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN INCLUDING ANY ADDITIONAL NCHRP 350 / MASH CERTIFICATIONS NOT PREVIOUSLY SUBMITTED. WRITTEN APPROVAL MUST BE RECEIVED BEFORE THE START OF WORK AT EACH AND EVERY LOCATION.
31. 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.
32. 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.
33. ALL TRAFFIC CONTROL DEVICES SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE TRAFFIC CONTROL MANUAL. PLEASE NOTE THAT AS OF JANUARY 4, 2010, THERE ARE NEW SHEETING REQUIREMENTS FOR ALL SIGNS, CHANNELIZING DEVICES, ETC.
34. 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.
35. 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.
36. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS/HER WORK WITH OTHER
CONTRACTORS IN THE AREA. 37. 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 LANE/S OR SHOULDERS CLOSED, LENGTH OF TIME FOR WORK, WHEN THE LANE RESTRICTION IS IN PLACE AND WHEN THE LANE RESTRICTION IS PICKED UP, CONTACT PERSON/NUMBER AND STATE INSPECTOR.
38. 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.
39. 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.
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DEPARTMENT OF TRANSPORTATION CONTRACT: T201580201 PAGE 9 OF 17 SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2015
MAINTENANCE OF TRAFFIC AND PAVEMENT MARKINGS (cont.)
40. 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.
41. 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. COMPENSATION SHALL BE INCIDENTAL TO THE CONTRACT.
42. THE CONTRACTOR SHALL PROVIDE ALL RESIDENTS AND BUSINESSES WHO LIVE ADJACENT TO THE WORK ZONE 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. ACCESS TO ALL BUSINESSES AND RESIDENCES WITHIN THE PROJECT LIMITS SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THIS CONTRACT. ANY TEMPORARY CLOSURE OF A DRIVEWAY FOR TIE-IN PURPOSES SHALL BE COORDINATED WITH THE ENGINEER AND/OR PROPERTY OWNER IN ADVANCE OF THE CLOSURE.
43. WHEN SIDE ROADS INTERSECT THE WORK ZONE, ADDITIONAL TRAFFIC CONTROL DEVICES SHALL BE ERECTED INCLUDING PERMANENT WARNING SIGNS AND SHALL BE PAID PER CONTRACT UNIT PRICES.
44. 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.
45. ALL STORAGE OF EQUIPMENT AND MATERIAL SHALL COMPLY WITH SECTION 6G.21 OF THE TRAFFIC CONTROL MANUAL.
46. ALL FLAGGERS SHALL COMPLY WITH CHAPTER 6E OF THE TRAFFIC CONTROL MANUAL. 47. 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. TEMPORARY PAVEMENT STRIPING MUST MATCH PERMANENT PAVEMENT STRIPING IN ALL REGARDS. TEMPORARY PAVEMENT MARKINGS SHALL BE PAID AT THE APPLICABLE CONTRACT UNIT PRICE. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE TEMPORARY MARKINGS IN GOOD CONDITION SUCH THAT THE PAVEMENT IS PROPERLY DELINEATED AT ALL TIMES. ANY REFRESHING OF THE TEMPORARY MARKINGS WILL BE AT THE CONTRACTOR’S EXPENSE.
48. PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL BE REQUIRED TO SHOW PROOF THAT HE HAS
SUFFICIENT APPROVED STRIPING MATERIALS ON HAND TO ENSURE STRIPING IS COMPLETED PRIOR TO FULLY OPENING ROADWAY TO TRAFFIC.
49. 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.
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SWALE OVER PIPE TRENCH DETAIL
PIPE O.D.
C.B. GRATE
DEP
TH
VA
RIE
S
6"
2"
SWALE OVER PIPE TRENCH DETAIL
PIPE O.D.
C.B. GRATE
DEP
TH
VA
RIE
S
6"
2"
OR SECTION 302( ) - GABC, TYPE B
OF SECTION 209( ) - BORROW TYPE C
TO MEET THE REQUIREMENTS
DITCH ENCLOSURE - DETAIL
DELAWARE DEPARTMENT OF TRANSPORTATION
18" 18"
CONTRACT T201580201
SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2015
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 10 OF 17
SWALE OVER PIPE TRENCH DETAIL
PIPE O.D.
C.B. GRATE
DEP
TH
VA
RIE
S
6"
2"
SWALE OVER PIPE TRENCH DETAIL
PIPE O.D.
C.B. GRATE
DEP
TH
VA
RIE
S
6"
2"
OR SECTION 302( ) - GABC, TYPE B
OF SECTION 209( ) - BORROW TYPE C
TO MEET THE REQUIREMENTS
DITCH ENCLOSURE - DETAIL
DELAWARE DEPARTMENT OF TRANSPORTATION
18" 18"
CONTRACT T201580201
SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2015
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 10 OF 17
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PAGE
NOTES:
1. ALL EDGES TO BE SAWCUT.
CROSSROAD PIPE REPLACEMENT - DETAIL
AS DESIGNATED BY THE ENGINEER
TO MEET THE REQUIREMENTS OF
AS DESIGNATED BY THE ENGINEER
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
DELAWARE DEPARTMENT OF TRANSPORTATION
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 T201580201
(TYP.)
11 OF 17
SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2015
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PIPE TRENCH DETAIL IN EXISTING DITCH
PIPE TRENCH DETAIL WITH NO EXISTING DITCH
VARIE
S VARIE
S
EDGE OF PAVEMENTDRIVEWAY GRADE
PAGE 12 OF 17CONTRACT T201580201
DELAWARE DEPARTMENT OF TRANSPORTATION
18" 18"
O.D.18" 18"
SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2015
DRAINAGE INLETS SHALL BE PAID SEPERATELY
NOTE: ALL ITEMS, EXCEPT DRAINAGE INLETS, SHALL BE INCIDENTAL TO ITEM 614875 - INSTALLATION OF ENTRANCE PIPE.
VA
RIE
S (4
8"
MA
X.)
VA
RIE
S (4
8"
MA
X.)
ITEM 614875, INSTALLATION OF ENTRANCE PIPES (DETAIL SHEET 1 OF 2)
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
EDGE OF PAVEMENT
EDGE OF TRENCH OR R/W
PLACE 6" OF 302005 - GABC, TYPE B
AS DESIGNATED BY THE ENGINEER
OR SECTION 302( ) GABC, TYPE B
SECTION 209( ) - BORROW TYPE C
TO MEET THE REQUIREMENTS OF
VARIESO.D.VARIES
LIMIT OF GABC
LIMIT OF GABC
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PAGE 13 OF 17CONTRACT T201580201
DELAWARE DEPARTMENT OF TRANSPORTATION
SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2015
WIDTH + 10'
5'
6:1 6:1
CL F
LO
WLIN
E AND SEED
TOPSOIL TOPSOIL AND SEED
OR VARIES OR VARIES
SL
OP
E
10
%
MA
X.
PAVEMENT
MINIMUM 6" GABC
ITEM 614875, INSTALLATION OF ENTRANCE PIPES (DETAIL SHEET 2 OF 2)
R/W
EDGE OF PAVEMENT
FIELD CONDITIONS ALLOW
AS FLAT AS POSSIBLE AS
SLOPE TOPSOIL TO 6:1 OR
DITCH FLOWLINE
ENTRANCE PIPE DETAIL - PLAN VIEW
ENTRANCE PIPE DETAIL - SECTION VIEW
COURSE OVER PIPE MIN. 6" GABC BASE
BY HOMEOWNER
PIPE SUPPLIED
EDGE OF PAVEMENT
DEP
TH
VA
RIE
S
(MIN 10'; MAX. 12')
VARIESWIDTH
MIN. PIPE LENGTH = 24'
MIN. PIPE LENGTH = 24'
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