unofficial website copy - delawaregssdocs.deldot.delaware.gov/bids/t201480204.01webplans.pdf ·...
TRANSCRIPT
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
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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.
UNOFFICIAL WEBSITE COPY
DEPARTMENT OF TRANSPORTATION CONTRACT: T201480204 PAGE 4 OF 14 SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2014
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.
UNOFFICIAL WEBSITE COPY
DEPARTMENT OF TRANSPORTATION CONTRACT: T201480204 PAGE 5 OF 14 SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2014
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
UNOFFICIAL WEBSITE COPY
DEPARTMENT OF TRANSPORTATION CONTRACT: T201480204 PAGE 6 OF 14 SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2014
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.
UNOFFICIAL WEBSITE COPY
DEPARTMENT OF TRANSPORTATION CONTRACT: T201480204 PAGE 7 OF 14 SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2014
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.
UNOFFICIAL WEBSITE COPY
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
DELAWARE DEPARTMENT OF TRANSPORTATION
18" 18"
PLACE 6" OF 302005 - GABC, TYPE B
O.D.18" 18"
PLACE 6" OF 302005 - GABC, TYPE B
SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2014
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
AS DESIGNATED BY THE ENGINEER
OR SECTION 302( ) - GABC, TYPE B
SECTION 209( ) - BORROW TYPE C
TO MEET THE REQUIREMENTS OF
EDGE OF PAVEMENT
VA
RIE
S (4
8"
MA
X.)
VA
RIE
S (4
8"
MA
X.)
UNOFFICIAL WEBSITE COPY
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
PAGE 9 OF 14
DITCH ENCLOSURE - DETAIL
DELAWARE DEPARTMENT OF TRANSPORTATION
18" 18"
CONTRACT T201480204
SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2014
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
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
PAGE 9 OF 14
DITCH ENCLOSURE - DETAIL
DELAWARE DEPARTMENT OF TRANSPORTATION
18" 18"
CONTRACT T201480204
SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2014
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
UNOFFICIAL WEBSITE COPY
PAGE
NOTES:
1. ALL EDGES TO BE SAWCUT.
10 OF 14
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
SOUTH DISTRICT PIPE INSTALLATION, OPEN END, SOUTH, 2013
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.)
UNOFFICIAL WEBSITE COPY
UNOFFICIAL WEBSITE COPY
UNOFFICIAL WEBSITE COPY
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