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Maine Department of Transportation
1/29/2016
Proposal ID: 020480.00 Project(s): 020480.00
1 INITIAL GROUPSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
_________._____
0010 201.23
REMOVING SINGLE TREE TOP ONLY EA
1.000
_________._____
_________._____
0020 201.24
REMOVING STUMP EA
1.000
_________._____
0030 202.19
REMOVING EXISTING BRIDGE _________._____LUMP SUM LUMP SUM
_________._____
0040 202.202
REMOVING PAVEMENT SURFACE SY
310.000
_________._____
_________._____
0050 203.20
COMMON EXCAVATION CY
400.000
_________._____
_________._____
0060 203.24
COMMON BORROW CY
10.000
_________._____
_________._____
0070 203.25
GRANULAR BORROW CY
270.000
_________._____
_________._____
0080 206.082
STRUCTURAL EARTH EXCAVATION -MAJOR STRUCTURES
CY
310.000
_________._____
_________._____
0090 304.10
AGGREGATE SUBBASE COURSE -GRAVEL
CY
300.000
_________._____
_________._____
0100 403.208
HOT MIX ASPHALT 12.5 MM HMASURFACE
T
100.000
_________._____
_________._____
0110 403.209
HOT MIX ASPHALT 9.5 MM(SIDEWALKS, DRIVES, INCIDENTALS)
T
40.000
_________._____
_________._____
0120 403.211
HOT MIX ASPHALT (SHIMMING) T
10.000
_________._____
Proposal Schedule of Items Page 1 of 7
Maine Department of Transportation
1/29/2016
Proposal ID: 020480.00 Project(s): 020480.00
1 INITIAL GROUPSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
_________._____
0130 403.213
HOT MIX ASPHALT 12.5 MM BASE T
190.000
_________._____
_________._____
0140 409.15
BITUMINOUS TACK COAT - APPLIED G
57.000
_________._____
_________._____
0150 501.231
DYNAMIC LOADING TEST EA
2.000
_________._____
_________._____
0160 501.50
STEEL H-BEAM PILES 89 LBS/FT,DELIVERED
LF
172.000
_________._____
_________._____
0170 501.501
STEEL H-BEAM PILES 89 LBS/FT, INPLACE
LF
172.000
_________._____
_________._____
0180 501.903
PILE TIPS - ROCK INJECTOR POINT EA
8.000
_________._____
0190 501.92
PILE DRIVING EQUIPMENTMOBILIZATION
_________._____LUMP SUM LUMP SUM
0200 502.219
STRUCTURAL CONCRETE,ABUTMENTS AND RETAINING WALLS
_________._____LUMP SUM LUMP SUM
0210 502.261
STRUCTURAL CONCRETE ROADWAY& SIDEWALK SLAB ON CONCRETEBRIDGE
_________._____LUMP SUM LUMP SUM
0220 502.31
STRUCTURAL CONCRETEAPPROACH SLABS
_________._____LUMP SUM LUMP SUM
0230 502.49
STRUCTURAL CONCRETE CURBSAND SIDEWALKS
_________._____LUMP SUM LUMP SUM
Proposal Schedule of Items Page 2 of 7
Maine Department of Transportation
1/29/2016
Proposal ID: 020480.00 Project(s): 020480.00
1 INITIAL GROUPSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
_________._____
0240 503.12
REINFORCING STEEL, FABRICATEDAND DELIVERED
LB
12,200.000
_________._____
_________._____
0250 503.13
REINFORCING STEEL, PLACING LB
12,200.000
_________._____
_________._____
0260 503.14
EPOXY-COATED REINFORCINGSTEEL, FABRICATED ANDDELIVERED
LB
4,616.000
_________._____
_________._____
0270 503.15
EPOXY-COATED REINFORCINGSTEEL, PLACING
LB
4,616.000
_________._____
0280 503.171
MECHANICAL / WELDED SPLICE _________._____LUMP SUM LUMP SUM
0290 507.0821
STEEL BRIDGE RAILING, 3 BAR _________._____LUMP SUM LUMP SUM
0300 507.0831
STEEL BRIDGE RAILING, 4 BAR _________._____LUMP SUM LUMP SUM
0310 508.14
HIGH PERFORMANCEWATERPROOFING MEMBRANE
_________._____LUMP SUM LUMP SUM
0320 511.07
COFFERDAM: ABUTMENT NO. 2 _________._____LUMP SUM LUMP SUM
0330 511.07
COFFERDAM: ABUTMENT NO. 1 _________._____LUMP SUM LUMP SUM
0340 512.081
FRENCH DRAINS _________._____LUMP SUM LUMP SUM
_________._____
0350 514.06
CURING BOX FOR CONCRETECYLINDERS
EA
1.000
_________._____
Proposal Schedule of Items Page 3 of 7
Maine Department of Transportation
1/29/2016
Proposal ID: 020480.00 Project(s): 020480.00
1 INITIAL GROUPSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
0360 515.21
PROTECTIVE COATING FORCONCRETE SURFACES
_________._____LUMP SUM LUMP SUM
0370 524.301
TEMPORARY STRUCTURALSUPPORT
_________._____LUMP SUM LUMP SUM
0380 526.301
TEMPORARY CONCRETE BARRIERTYPE I
_________._____LUMP SUM LUMP SUM
_________._____
0390 526.34
PERMANENT CONCRETETRANSITION BARRIER
EA
4.000
_________._____
_________._____
0400 527.34
WORK ZONE CRASH CUSHIONS UN
4.000
_________._____
0410 535.60
PRESTRESSED STRUCTURALCONCRETE SLAB
_________._____LUMP SUM LUMP SUM
_________._____
0420 603.159
12 INCH CULVERT PIPE OPTION III LF
200.000
_________._____
_________._____
0430 604.092
CATCH BASIN TYPE B1-C EA
3.000
_________._____
_________._____
0440 604.18
ADJUSTING MANHOLE OR CATCHBASIN TO GRADE
EA
1.000
_________._____
_________._____
0450 604.244
CATCH BASIN TYPE F4 EA
2.000
_________._____
_________._____
0460 605.11
12 INCH UNDERDRAIN TYPE C LF
100.000
_________._____
_________._____
0470 606.1721
BRIDGE TRANSITION - TYPE 1 EA
3.000
_________._____
Proposal Schedule of Items Page 4 of 7
Maine Department of Transportation
1/29/2016
Proposal ID: 020480.00 Project(s): 020480.00
1 INITIAL GROUPSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
_________._____
0480 606.231
GUARDRAIL TYPE 3C - 15 FOOTRADIUS AND LESS
LF
50.000
_________._____
_________._____
0490 606.265
TERMINAL END - SINGLE RAIL -GALVANIZED STEEL
EA
3.000
_________._____
_________._____
0500 606.353
REFLECTORIZED FLEXIBLEGUARDRAIL MARKER
EA
8.000
_________._____
_________._____
0510 606.79
GUARDRAIL 350 FLARED TERMINAL EA
1.000
_________._____
_________._____
0520 608.45
CONSTRUCTION SIDEWALK SY
80.000
_________._____
_________._____
0530 609.31
CURB TYPE 3 LF
312.000
_________._____
_________._____
0540 609.38
RESET CURB TYPE 1 LF
20.000
_________._____
_________._____
0550 610.08
PLAIN RIPRAP CY
330.000
_________._____
_________._____
0560 610.18
STONE DITCH PROTECTION CY
11.000
_________._____
_________._____
0570 613.319
EROSION CONTROL BLANKET SY
30.000
_________._____
_________._____
0580 615.07
LOAM CY
10.000
_________._____
_________._____
0590 618.14
SEEDING METHOD NUMBER 2 UN
2.000
_________._____
Proposal Schedule of Items Page 5 of 7
Maine Department of Transportation
1/29/2016
Proposal ID: 020480.00 Project(s): 020480.00
1 INITIAL GROUPSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
_________._____
0600 619.1201
MULCH - PLAN QUANTITY UN
2.000
_________._____
_________._____
0610 619.1401
EROSION CONTROL MIX - PLANQUANTITY
CY
20.000
_________._____
_________._____
0620 620.58
EROSION CONTROL GEOTEXTILE SY
440.000
_________._____
_________._____
0625 627.55
12" TEMPORARY PAVEMENT TAPE,WHITE
LF
48.000
_________._____
_________._____
0630 627.733
4" WHITE OR YELLOW PAINTEDPAVEMENT MARKING LINE
LF
1,240.000
_________._____
0640 627.76
TEMPORARY PAVEMENT MARKINGLINE, WHITE OR YELLOW
_________._____LUMP SUM LUMP SUM
_________._____
0650 627.77
REMOVING PAVEMENT MARKINGS SF
415.000
_________._____
_________._____
0660 629.05
HAND LABOR, STRAIGHT TIME HR
40.000
_________._____
_________._____
0670 631.12
ALL PURPOSE EXCAVATOR(INCLUDING OPERATOR)
HR
40.000
_________._____
_________._____
0680 631.15
ROLLER, EARTH AND BASE COURSE(INCLUDING OPERATOR )
HR
20.000
_________._____
_________._____
0690 631.172
TRUCK - LARGE (INCLUDINGOPERATOR)
HR
20.000
_________._____
Proposal Schedule of Items Page 6 of 7
Maine Department of Transportation
1/29/2016
Proposal ID: 020480.00 Project(s): 020480.00
1 INITIAL GROUPSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
_________._____
0700 639.19
FIELD OFFICE TYPE B EA
1.000
_________._____
0710 643.72
TEMPORARY TRAFFIC SIGNAL _________._____LUMP SUM LUMP SUM
_________._____
0720 652.312
TYPE III BARRICADE EA
4.000
_________._____
_________._____
0730 652.33
DRUM EA
40.000
_________._____
_________._____
0740 652.34
CONE EA
80.000
_________._____
_________._____
0750 652.35
CONSTRUCTION SIGNS SF
200.000
_________._____
0760 652.361
MAINTENANCE OF TRAFFICCONTROL DEVICES
_________._____LUMP SUM LUMP SUM
_________._____
0770 652.38
FLAGGER HR
250.000
_________._____
_________._____
0780 652.41
PORTABLE CHANGEABLE MESSAGESIGN
EA
3.000
_________._____
0790 656.75
TEMPORARY SOIL EROSION ANDWATER POLLUTION CONTROL
_________._____LUMP SUM LUMP SUM
0800 659.10
MOBILIZATION _________._____LUMP SUM LUMP SUM
Section: 1 _________._____Total:
Total Bid: _________._____
Proposal Schedule of Items Page 7 of 7
Clinton
WIN 020480.00
February 1, 2016
Page 1 of 2
SPECIAL PROVISION
SECTION 627
REMOVABLE PAVEMENT MARKING TAPE
Description
This work shall consist of furnishing, installing, maintaining and removing removable pavement
marking tape in accordance with these specifications, the plans or as directed by the Resident.
The tape can be white, yellow or black in color.
Construction
Preformed removable pavement marking tape shall be applied at locations shown on the traffic
control plans by mechanical or manual methods. Mechanical applications shall be suitable for all
markings. Manual applications shall normally be used for transverse lines, symbols and legends.
Follow manufacturer’s recommendations for equipment operation and maintenance, and product
applications.
Black line masking tape shall be wider than the colored line it is intended to mask.
Preformed pavement marking tape shall be stored and applied as directed by the manufacturer.
The Contractor shall provide a copy of the manufacturer's storage and application
recommendations and the manufacturer’s certificate of compliance to the Resident upon delivery
of the material to the project. The certificate shall include the process, batch, or lot number(s)
and corresponding date(s) of manufacture.
Materials
Material shall be delivered to the project in original containers. Each container shall be clearly
marked to indicate the color of the material, a specific description of the contents, and the
process batch or lot numbers.
Material found to be discolored or damaged in any way or material manufactured more than one
year prior to installation shall not be used.
A. Temporary Pavement Line Tape. The Contractor shall use a product from the
Department’s qualified products list. Use a primer only if recommended by the manufacturer.
B. Removable Black Line Masking Tape. The Contractor shall use a product from the
Department’s qualified products list.
Method of Measurement
Retroreflective temporary pavement marking lines will be measured by the linear foot.
Clinton
WIN 020480.00
February 1, 2016
Page 2 of 2
Basis of Payment
The accepted quantities of temporary pavement tape will be paid for at the contract unit price per
linear foot. Payment shall be full compensation for furnishing, installing, maintaining, removal
and all incidentals necessary to complete the work.
Pay item Pay Unit
627.51 6 Inch Temporary Pavement Tape, Yellow or White Linear Foot
627.55 12" Temporary Pavement Tape, White Linear Foot
627.57 12 Inch Removable Black Line Masking Tape Linear Foot
$wkgroup$ Division: Filename:$file$Username:Date:$date$ $user$
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
DEPARTMENT OF TRANSPORTATION
STATE OF MAINE
DATE
SIGNATURE
P.E. NUMBER
ESTIMATED QUANTITIES
STP-2048(000) 27
20480.00
CAIN BRIDGE
TWELVE MILE BROOK
CLINTONKENNEBEC COUNTY
BRIDGE NO. 2117
_____
_____
_____
_____ _____
D. SULLIVAN
L. KRUSINSKI
JUN 2014
______
M. WIGHT
T. WHITE
W. ROHMAN _____
J. HASBROUCK
DEC 2015 B. REEVESW. ROHMAN
1
1Updated QuantitiesJAN 2016
_____
2
2
2Added Item # 627.55JAN 2016
GE
NE
RA
L C
ON
ST
RU
CT
ION
NO
TE
S
Contr
acto
r d
oes n
ot
have p
ersonnel
on s
ite.
w
hen
th
e
Access t
o t
he f
ire h
ydrant
at
approxim
ate
ly S
ta.
15+
41.0
0 s
hall
no
t b
e b
lock
ed
2
2.
Pla
n w
ill
be c
on
sid
ered
in
cid
en
tal
to t
he b
rid
ge r
em
ov
al
pay
ite
m.
fo
r a
ll w
ork
necessary
fo
r d
ev
elo
pin
g,
su
bm
itti
ng
an
d f
inali
zin
g t
he D
em
oli
tio
n
the B
rid
ge D
em
oli
tio
n P
lan
fo
r a
pp
ro
pria
ten
ess a
nd
co
mp
lete
ness.
Pay
men
t
the b
rid
ge s
hall
be u
nd
erta
ken
by
th
e C
on
tracto
r u
nti
l M
ain
eD
OT
has r
ev
iew
ed
mate
ria
ls i
nclu
ded
in
th
e e
xis
tin
g b
rid
ge.
No
wo
rk
rela
ted
to
th
e r
em
ov
al
of
outl
ine t
he m
eth
ods a
nd e
quip
ment
to b
e u
sed t
o r
em
ove a
nd d
ispose o
f a
ll
least
10
bu
sin
ess d
ay
s p
rio
r t
o t
he s
tart
of d
em
oli
tio
n w
ork
. T
he p
lan
sh
all
21. T
he C
ontr
acto
r s
hall
subm
it a
Brid
ge D
em
oli
tion P
lan t
o t
he R
esid
ent
at
C
om
pensation.
w
ith S
tandard S
pecif
icati
ons S
ecti
on 1
09.7
, E
quit
able
Adju
stm
ents
to
L
um
p S
um
pay
ite
ms,
pric
e a
dju
stm
en
ts w
ill
be m
ad
e i
n a
cco
rd
an
ce
c
. I
f a
desig
n c
han
ge r
esu
lts i
n c
han
ges t
o e
stim
ated
qu
an
tities f
or
f
or a
Lum
p S
um
pay i
tem
, th
ose r
equir
em
ents
wil
l be f
oll
ow
ed.
b
. I
f o
ther C
ontr
act
Docum
ents
specif
icall
y a
llow
a c
hange i
n p
aym
ent
S
pecif
icati
ons S
ecti
on 1
09.2
, E
lim
inati
on o
f I
tem
s, w
ill
take p
recedence.
a
. I
f a
Lum
p S
um
pay i
tem
is e
lim
inate
d, th
e r
equir
em
ents
of S
tandard
qu
an
titi
es,
ex
cep
t as f
oll
ow
s:
actu
al
fin
al
quanti
ties a
re d
ifferent
from
the M
ain
eD
OT
provid
ed e
sti
mate
d
am
ou
nt,
wit
h n
o a
dd
itio
n o
r r
ed
ucti
on
in
pay
men
t to
th
e C
on
tracto
r i
f t
he
pu
rp
oses o
nly
. L
um
p S
um
pay
ite
ms w
ill
be p
aid
fo
r a
t th
e C
on
tract
Bid
are e
sti
mate
d q
uan
titi
es a
nd
are p
ro
vid
ed
by
Main
eD
OT
fo
r i
nfo
rm
ati
on
al
20
. Q
uan
titi
es i
nclu
ded
fo
r p
ay
ite
ms m
easu
red
an
d p
aid
fo
r b
y L
um
p S
um
the b
orin
g l
ocati
on
s.
Data
provid
ed m
ay n
ot
be r
epresenta
tive o
f t
he s
ubsurface c
ondit
ions b
etw
een
factu
al
and i
nte
rpreti
ve s
ubsurface i
nform
ati
on c
oll
ecte
d a
t dis
crete
locati
ons.
geote
chnic
al
inform
ati
on. T
he b
orin
g l
ogs c
onta
ined i
n t
he p
lan s
et
present
Bid
ders’ o
r C
on
tracto
r’s i
nte
rp
reta
tio
ns o
f,
or c
on
clu
sio
ns d
raw
n f
ro
m,
the
co
nd
itio
ns a
t th
e c
on
str
ucti
on
sit
e.
Main
eD
OT
wil
l n
ot
be r
esp
on
sib
le f
or t
he
inform
ati
on o
r i
nte
rpreta
tions w
ill
be r
epresenta
tive o
f a
ctu
al
subsurface
the u
se o
f t
he B
idders a
nd t
he C
ontr
acto
r. N
o a
ssurance i
s g
iven t
hat
the
19. G
eote
chnic
al
inform
ati
on f
urnis
hed o
r r
eferred t
o i
n t
his
pla
n s
et
is f
or
web a
ddress.
MA
IN
E,
So
ils R
ep
ort
No
. 2
01
5-2
0,
Ju
ly 3
0,
20
15
may
be a
ccessed
at
the M
ain
eD
OT
the R
epla
cem
ent
of :
CA
IN
BR
ID
GE
OV
ER
TW
EL
VE
MIL
E B
RO
OK
, C
LIN
TO
N,
18
. T
he p
ro
ject
geo
tech
nic
al
rep
ort
titl
ed
: G
EO
TE
CH
NIC
AL
DE
SIG
N R
EP
OR
T f
or
rep
resen
tati
ve o
f a
ctu
al
co
nd
itio
ns a
t th
e t
ime o
f c
on
str
ucti
on.
is g
iven
th
at
the i
nfo
rm
ati
on
or t
he c
on
clu
sio
ns o
f t
he r
ep
ort
wil
l b
e
inte
rpreta
tion o
f t
he i
nform
ati
on o
bta
ined f
or t
he s
ubje
ct
sit
e. N
o a
ssurance
Main
eD
OT
web a
ddress.
The h
ydrolo
gic
report
is b
ased o
n M
ain
eD
OT
’s
17. T
he h
ydrolo
gic
report
of t
he b
rid
ge s
ite m
ay b
e a
ccessed a
t th
e
to
th
e b
rid
ge d
urin
g i
ts l
ife s
pan
.
any c
onstr
ucti
on f
ield
changes o
r a
ny a
lterati
ons w
hic
h m
ay h
ave b
een m
ade
fo
r t
he c
on
str
ucti
on
of t
he b
rid
ge.
It
is v
ery
un
lik
ely
th
at
the p
lan
s w
ill
sh
ow
address. T
he p
lans a
re r
eproducti
ons o
f t
he o
rig
inal
draw
ings a
s p
repared
16
. T
he e
xis
tin
g b
rid
ge p
lan
s m
ay
be a
ccessed
at
the M
ain
eD
OT
web
: h
ttp
://w
ww
.main
e.g
ov
/md
ot/
co
ntr
acto
rs/
web a
ddress
Main
eD
OT
15. P
roje
ct
inform
ati
on r
eferred t
o b
elo
w m
ay b
e a
ccessed a
t th
e f
oll
ow
ing
ES
TIM
AT
ED
QU
AN
TIT
IE
S
IT
EM
NO
.Q
UA
NT
ITY
DE
SC
RIP
TIO
NU
NIT
(4
90
CY
)
b
ack
walls o
n t
he b
ack
sid
e.
T
op
of a
bu
tmen
t b
ack
wall
s a
nd
to
on
e f
oo
t b
elo
w t
he t
op
of
A
ll e
xposed s
urfaces o
f C
oncrete
Transit
ion B
arrie
rs,
F
ascias d
ow
n t
o t
he d
rip n
otch,
A
ll e
xposed s
urfaces o
f c
oncrete c
urbs a
nd s
idew
alks,
areas:
14. P
rote
cti
ve C
oati
ng f
or C
oncrete
Surfaces s
hall
be a
ppli
ed t
o t
he f
oll
ow
ing
Contr
act
item
s.
wil
l cause c
onti
nual
erosio
n. P
aym
ent
wil
l be m
ade u
nder t
he a
ppropria
te
afte
r p
avin
g a
nd s
hould
er w
ork i
s c
om
ple
ted, w
here i
t is
apparent
that
runoff
and o
ther g
utt
ers l
ined w
ith S
tone D
itch P
rote
cti
on s
hall
be c
onstr
ucte
d
13
. E
xte
nd
ed
-u
se E
ro
sio
n C
on
tro
l B
lan
ket,
seed
ed
gu
tters,
rip
rap
do
wn
sp
ou
ts,
co
ncu
rren
tly
wit
h t
he p
lacem
en
t o
f e
ach
secti
on
of b
eam
gu
ard
rail
.
12. A
n N
CH
RP
350 c
om
pli
ant
guardrail
end t
reatm
ent
shall
be i
nsta
lled
sid
eslo
pes a
long t
he t
op o
f t
he r
iprap a
nd b
ehin
d t
he w
ingw
all
s.
11
. P
lace a
24
-in
. w
ide s
trip
of T
em
po
rary
Ero
sio
n C
on
tro
l B
lan
ket
on
th
e
mad
e u
nd
er I
tem
No
. 6
19
.14
01
, E
ro
sio
n C
on
tro
l M
ix.
acco
rd
an
ce w
ith
Sta
nd
ard
Sp
ecif
icati
on
s S
ecti
on
61
9,
Mu
lch
. P
ay
men
t w
ill
be
receiv
ing
lo
am
an
d s
eed
as d
irecte
d b
y t
he R
esid
en
t.
Pla
cem
en
t sh
all
be i
n
10. E
rosio
n C
ontr
ol
Mix
may b
e s
ubsti
tute
d i
n t
hose a
reas n
orm
all
y
dir
ecte
d b
y t
he R
esid
en
t.
9.
Pla
ce l
oam
2 i
nch
es d
eep
on
all
new
or r
eco
nstr
ucte
d s
ideslo
pes o
r a
s
at
EL
.11
0.5
’–.
8. C
onstr
uct
the r
iprap s
helf
at
Abutm
ent
No. 1 a
t E
L. 112.0
’– a
nd A
butm
ent
No. 2
7.
Pla
ce r
iprap
on
sid
eslo
pes u
p t
o E
L.
11
0.5
’–
.
Mate
ria
l fo
r U
nd
erw
ate
r B
ack
fil
l.
shall
be G
ranula
r B
orrow
meeti
ng t
he r
equir
em
ents
of S
ubsecti
on 7
03.1
9,
6. A
ll e
mbankm
ent
mate
ria
l, e
xcept
as o
therw
ise s
how
n, pla
ced b
elo
w E
L. 107.0
6
eq
uip
men
t ren
tal
item
s.
of n
ew
su
bb
ase 6
in
ch
es o
r l
ess t
hic
k w
ill
be m
ad
e u
nd
er a
pp
ro
pria
te
grubbin
g,
shapin
g,
dit
chin
g,
and c
om
pacti
ng t
he e
xis
ting s
ubbase a
nd l
ayers
subgrade l
ine s
how
n o
n t
he p
lans, paym
ent
for r
em
ovin
g e
xis
ting p
avem
ent,
5. I
n a
reas w
here t
he R
esid
ent
dir
ects
the C
ontr
acto
r n
ot
to e
xcavate
to t
he
su
itab
le a
s d
ete
rm
ined
by
th
e R
esid
en
t.
4. D
o n
ot
excavate
for A
ggregate
Subbase C
ourse w
here e
xis
ting m
ate
ria
l is
oth
erw
ise n
ote
d.
3.
All
uti
lity
facil
itie
s s
hall
be a
dju
ste
d b
y t
he r
esp
ecti
ve u
tili
ties u
nle
ss
wil
l be c
onsid
ered i
ncid
enta
l to
Contr
act
item
s.
lim
its w
ill
be e
sta
bli
sh
ed
in
th
e f
ield
by
th
e R
esid
en
t.
Pay
men
t fo
r c
learin
g
2.
Th
e c
learin
g l
imit
s a
s s
ho
wn
on
th
e p
lan
s a
re a
pp
ro
xim
ate
. T
he e
xact
of W
ay M
ap.
1.
Fo
r e
asem
en
ts,
co
nstr
ucti
on
lim
its a
nd
rig
ht
of w
ay
lin
es,
refer t
o R
igh
t
(110 C
Y)
(5
0 C
Y)
(2
2 C
Y)
(21
CY
)
(240 S
Y)
(8
0 L
F)
(1
60
SY
)
(8
0 L
F)
(120 C
Y)
(180 C
D)
ES
TIM
AT
ED
QU
AN
TIT
IE
S
IT
EM
NO
.Q
UA
NT
ITY
DE
SC
RIP
TIO
NU
NIT
65
9.1
0
656.7
5
MO
BIL
IZA
TIO
N
TE
MP
OR
AR
Y S
OIL
ER
OS
ION
AN
D W
AT
ER
PO
LL
UT
ION
CO
NT
RO
L
11
LS
LS
(5
2 L
F)
(5
2 L
F)
(9
0 E
A)
65
2.4
1
652.3
8
65
2.3
61
652.3
5
652.3
4
652.3
3
65
2.3
12
64
3.7
2
63
9.1
9
631.1
72
631.1
5
631.1
2
629.0
5
627.7
7
627.7
6
627.7
33
627.5
5
620.5
8
619.1
401
61
9.1
20
1
61
8.1
4
61
5.0
7
613.3
19
61
0.1
8
61
0.0
8
60
9.3
8
60
9.3
1
60
8.4
5
606.7
9
606.3
53
60
6.2
65
606.2
31
60
6.1
72
1
60
5.1
1
60
4.2
44
60
4.1
8
60
4.0
92
603.1
59
53
5.6
0
52
7.3
4
526.3
4
52
6.3
01
52
4.3
01
515.2
1
514.0
6
512.0
81
51
1.0
7
51
1.0
7
508.1
4
50
7.0
83
1
507.0
821
503.1
71
50
3.1
5
50
3.1
4
503.1
3
50
3.1
2
502.4
9
50
2.3
1
502.2
61
50
2.2
19
501.9
2
50
1.9
03
501.5
01
501.5
0
501.2
31
40
9.1
5
40
3.2
13
40
3.2
11
40
3.2
09
40
3.2
08
304.1
0
20
6.0
82
203.2
5
203.2
4
203.2
0
20
2.2
02
202.1
9
201.2
4
201.2
3
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HR
HR
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LF
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EA
EA
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LF
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DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
$wkgroup$ Division: Filename:$file$Username:Date:$date$ $user$
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
DATE
SIGNATURE
P.E. NUMBERSTP-2048(000) 27
20480.00
CAIN BRIDGE
TWELVE MILE BROOK
CLINTONKENNEBEC COUNTY
BRIDGE NO. 2117
_____
_____
_____
_____
_____
_____
_____ _____
J. HASBROUCKD. SULLIVAN
L. KRUSINSKIT. WHITE
W. ROHMAN
JUN 2014
______
M. WIGHT
ABUTMENT No. 1 DETAILS
_____
DEC 2015 B. REEVESW. ROHMAN
1Changed bar number to BJAN 2016
15
1’-0"
9"
1’-0"
1’-0"
AB
UT
ME
NT
No. 1 R
EIN
FO
RC
ING
ST
EE
L E
LE
VA
TIO
N
Sta
ge N
o. 2
Sta
ge N
o. 1
9"
B B
A A
9"
C
C
Flo
w
9"
Joint
Co
nstr
ucti
on
Joint
Co
nstr
ucti
on
11 ~ A750 N.F. @ 9"
10 ~ A851 F.F. @ 9"
Joint
Co
nstr
ucti
on
10 ~ A850 F.F. @ 9"
11 ~ A700 N.F. @ 9"
at
Sta
. 14+
15.0
0
É W
ork
ing
/Co
nstr
ucti
on
Lin
e
11 ~ A852 @ 9"
11 ~ A702 F.F. @ 9"4 ~ A853 @ 9"
1 ~
A8
00
F.F
.1 ~
A801 F
.F.
2 ~
A5
54
(1
E.F
.)
Sp
lice (
Ty
p.)
Mech
an
ical
/ W
eld
ed
Fil
ler (
Ty
p.)
�" P
reform
ed J
oint
F.F. @ 4�"
20 ~ A701
@ E
q.
Sp
.
3 ~
A509 N
.F.
(2
~ A
50
8 E
.F.)
4 ~
A508 @
12"
(2
~ E
.F.
@ 7
�")
4 ~
A513
@ 1
2" E
.F.
2 e
a.~
A5
10
th
ru
A5
12
2 ~
A553 @
Eq. S
p. 11 ~ A553 @ 9"
(1~
E.F
.)
2~
A410
(7
~ E
.F.
@ 1
2")
14 ~
A508
4�"
9 ~ A456, @ 12"
3 Eq. Sp. Sets of
(Typ. 3 Piles)
4 ~ A456, @ 12"
3 Eq. Sp. Sets of
4 ~ A553 @ 9" Max.
A714 @ 9" Max. E.F.
2 ~ ea. A712 thru
29
~ A
55
2 F
.F.,
29
~ A
45
2 F
.F.
@ 1
2"
(1~
E.F
.)
2 ~
A4
09
29
~ A
50
8,
N.F
. @
12
"
11
1’-0"
1’-0"
1’-0"
AB
UT
ME
NT
No
. 1
WIN
GW
AL
L R
EIN
FO
RC
ING
ST
EE
L E
LE
VA
TIO
N
9"
9"9"
2 ~
A4
55
E.F
.
14
~ A
45
4 @
12
"
8 ~ A550 @ 9"
6 ~
A4
02
@ 1
2" (
3 ~
E.F
.)
10
~ A
40
3 @
12
" (
5 ~
E.F
.)
10
~ A
40
4 @
12
" (
5 ~
E.F
.)
1 ~
A5
09
F.F
.@
12
"N
.F.
3 ~
A509
15 ~ A453 @ 9" Max.
9"
(2 ~ E.F.)
4 ~ A711 @ 9"
4 ~ A711 @ 9" Max. F.F.
4 ~ A551 @ 9" Max. N.F.
1 ea. ~ A703 thru A710 @ 9" F.F.
1 ea. ~ A500 thru A507 @ 9" N.F.
DD
É C
on
str
ucti
on
É W
ork
ing
Lin
e
É Brg. Abut. No. 1
AB
UT
ME
NT
No. 1 R
EIN
FO
RC
ING
ST
EE
L P
LA
N
Sta
ge N
o. 2
Sta
ge N
o. 1
Flo
w
A453
A551
A550
A705
A8
52
A702
A8
51
A750
A8
53
Constr
ucti
on J
oin
tA
70
0
A452
A8
50
A701
A5
53
Ab
utm
en
t N
o.
2 D
eta
ils
See D
ET
AIL
A i
n
Sp
lice (
Ty
p.)
Mech
an
ical
/ W
eld
ed
A552
4 ~
A553 B
tm. @
12"
82 ~
A553 (
41 ~
Top @
12" a
nd 4
1 ~
Btm
. @
12")
Eq
. S
p.
= E
qu
all
y S
paced
E.F
. =
Each
Face
F.F
. =
Far F
ace
N.F
. =
Near F
ace
LE
GE
ND
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AFE
D
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B
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2
BB
AC
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ACB
A
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D G
B A
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B
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AB
C
D
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1
1
BA
C
DG
A
BC
E
D
CG
FD
AE
RR
11
B
LW
M
SB
SL
SH
HB
SJ
EP
SC
JC
BP
RP
A
AV
TC
O
H
H
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B
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2.
1.
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
DEPARTMENT OF TRANSPORTATION
STATE OF MAINE
DATE
SIGNATURE
P.E. NUMBER
STEEL SCHEDULE
REINFORCING
sh
all
be b
ased
on
crank b
ars a
s s
chedule
on t
he p
lans.
bar s
ize a
s t
he c
rank b
ar. P
aym
ent
in e
ither c
ase
str
aig
ht
bars (
one t
op a
nd o
ne b
ott
om
) o
f t
he s
am
e
Each c
rank b
ar, T
ype B
, m
ay b
e r
epla
ced b
y t
wo (
2)
M
ark "
S650" =
bar s
ize #
6
M
ark "
P805" =
bar s
ize #
8
M
ark
"A
50
2" =
bar s
ize #
5
mark
in
dic
ate
th
e s
ize o
fth
e b
ar:
Th
e f
irst
two
dig
its f
oll
ow
ing
th
e l
ett
er(s) o
f t
he
Rein
forc
ing B
ar:
AS
TM
A615/A
615M
, G
rade 6
0
AC
I S
tan
dard
31
5 a
nd
AC
I S
tan
dard
31
8.
reco
mm
en
dati
on
s o
f t
he c
urren
t rev
isio
n o
f
Ben
din
g d
eta
ils a
nd
ho
ok
s s
hall
co
nfo
rm
to
th
e
All
dim
en
sio
ns a
re o
ut-
to-o
ut
of b
ar.
STP-2048(000) 27
20480.00
CAIN BRIDGE
TWELVE MILE BROOK
CLINTONKENNEBEC COUNTY
BRIDGE NO. 2117
_____
_____
_____
_____
_____ _____
J. HASBROUCKD. SULLIVAN
L. KRUSINSKIT. WHITE
W. ROHMAN
JUN 2014
______
M. WIGHT
_____
AB
UT
ME
NT
No
. 1
RE
INF
OR
CIN
G S
TE
EL
- B
LA
CK
SU
PE
RS
TR
UC
TU
RE
RE
INF
OR
CIN
G S
TE
EL
- E
PO
XY
CO
AT
ED
AB
UT
ME
NT
No
. 2
AB
UT
ME
NT
No
. 1
RE
INF
OR
CIN
G S
TE
EL
- B
LA
CK
AB
UT
ME
NT
No
. 2
SU
PE
RS
TR
UC
TU
RE
RE
INF
OR
CIN
G S
TE
EL
- E
PO
XY
CO
AT
ED
C500
SW
50
0
S502
S501
S500
614
42
42
52
31’-
10"
31’-
10"
17
’-9
"
19’-
8"
31’-
10"
Longit
udin
al
Longit
udin
al
Tran
sv
erse
Tran
sv
erse
Longit
udin
al
S5
50
63
8’-
10’
SC
1’-
1"
6’-3
"1
’-1
"0’-6"
6’-
4"
Sid
ew
alk
Tra
nsv
ers
e
DEC 2015 B. REEVESW. ROHMAN
B8
53
B8
52
B8
51
B8
50
B7
51
B7
50
B5
53
B5
52
B5
51
B5
50
B456
B455
B454
B4
53
B452
A8
53
A8
52
A8
51
A8
50
A7
50
A554
A553
A552
A551
A550
A456
A455
A454
A453
A452
SJ
MLLLLSLLLCVSSLSJ
MLLLVSLLLLCVSL
SLL
2’-8
"
3’-4
"
3’-4
"
1’-
2"
1’-
2"
1’-
6"
1’-
6"
1’-
10
"
1’-
10
"
2’-8
"
3’-8
"
1’-
6"
1’-
6"
2’-8
"
3’-4
"
3’-4"
1’-
2"
1’-
6"
1’-
6"
1’-
10
"
1’-
10
"
2’-8
"
3’-8
"
1’-
6"
1’-
6"
1’-
10
"
6’-3
"
1’-
6"
2’-9
"
3’-8
"
1’-
6"
1’-
10
"
6’-2
"
3’-4
"
1’-
6"
15
’-2
"
3’-8
"
1’-
6"
1’-
6"
3’-6
"
11
’-1
0"
1’-
6"
3’-6
"
0’-8
"
2’-
10"
Hori
zonta
l A
butm
ent
Dow
nstr
eam
Hori
zonta
l A
butm
ent
Upstr
eam
Hori
zonta
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butm
ent
Dow
nstr
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Hori
zonta
l A
butm
ent
Upstr
eam
Hori
zonta
l A
butm
ent
Dow
nstr
eam
Hori
zonta
l A
butm
ent
Upstr
eam
Vert
., T
op
& B
ott
om
Ab
utm
en
t
Vert
., A
pp
roach
Sla
b B
um
p-o
ut
Hori
zonta
l W
ing W
all
Hori
zonta
l W
ing W
all
Hook a
round P
ile T
ops
Bo
tto
m o
f W
ing
Wall
To
p o
f W
ing
Wall
Hori
zonta
l., E
nd o
f W
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all
Vert
., A
nchor
for
Appro
ach S
lab
Hori
zonta
l A
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zonta
l A
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Dow
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Dow
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Hori
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ent
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Top o
f P
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Vert
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Btm
of
Abut
& H
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Sid
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b B
um
p-o
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l W
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all
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zonta
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all
Hook a
round P
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ops
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tto
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f W
ing
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To
p o
f W
ing
Wall
Ho
rizo
nta
l.,
En
d o
f W
ing
Wall
Vert
., A
nchor
for
Appro
ach S
lab
3’-8
"
15’-
7"
12
’-6
"
20
’-0
"
22
’-0
"
6’-
11
"
12’-
8"
3’-0
"
0’-6"
1’-
6"
3’-6"
15’-
7"
12
’-7
"
20
’-0
"
6’-
11
"
16’-
8"
3’-0
"
0’-6"
1’-
6"
2.4
8’
6.4
1’
2.4
79
’
1.4
9’
6.3
75’
12’-
0"
13’-
2"
18
’-1
1"
15’-
10"
21’-
2"
23
’-2
"
5’-8"
8’-5"
14
’-6
"
4’-
10"
3’-8
"
14
’-7
"
8’-0
"
3’-8
"
3’-0
"
12’-
0"
13’-
2"
19’-
0"
16’-
0"
21’-
2"
4’-0
"
5’-8"
8’-5"
18’-
6"
4’-
10"
3’-8
"
18’-
0"
8’-0
"
3’-8
"
3’-0
"
2’-6
"
3’-6"
2’-8
"
0’-6"
0’-8
"
0’-8
"
2’-6
"
3’-6"
2’-8
"
0’-6"
0’-8
"
0’-8
"
B803
B802
B801
B800
B7
04
B7
03
B7
02
B7
01
B7
00
B5
05
B5
04
B5
03
B5
02
B5
01
B5
00
B405
B404
B403
B4
02
A801
A800
A714
A713
A712
A711
A710
A709
A708
A707
A706
A705
A704
A703
A702
A701
A700
A5
13
A5
12
A5
11
A5
10
A5
09
A5
08
A5
07
A5
06
A5
05
A5
04
A5
03
A5
02
A5
01
A5
00
A410
A4
09
A4
04
A4
03
A4
02
1110
10444416
20
4744442216
161122281111111111
2011
4222747111111112210
106
20
’-0
"
22
’-0
"
7’-
8"
12’-
8"
10’-
10"
8’-
7"
6’-3"
3’-
11
"
12’-
8"
10’-
0"
7’-
8"
10’-
10"
8’-
7"
6’-3"
3’-
11
"
19
’-1
1"
21
’-1
1"
4’-
6"
7’-2
"
20
’-0
"
23’-9"
1’-
9"
3’-4"
3’-8
"
16’-
8"
15
’-8
"
14’-
0"
12
’-6
"
10’-
10"
9’-2
"
7’-
7"
6’-0"
4’-
4"
7’-
7"
14
’-4
"
23
’-9
"
10’-
2"
9’-8"
9’-2
"
8’-8
"
10’-
0"
7’-
6"
15
’-8
"
14’-
0"
12
’-6
"
10’-
10"
9’-2
"
7’-
7"
6’-0"
4’-
4"
23’-9"
20
’-0
"
4’-0"
6’-
4"
7’-
9"
Ho
riz
. F
.F.
Ho
riz
. F
.F.
Ho
riz
. F
.F.
Ho
riz
. F
.F.
Win
g W
all
Ho
riz.
F.F
.
Win
g W
all
Ho
riz.
F.F
.
Win
g W
all
Ho
riz.
F.F
.
Win
g W
all
Ho
riz.
F.F
.
Win
g W
all
Ho
riz.
F.F
.
Verti
cal
Verti
cal
Win
g W
all
Ho
riz.
N.F
.
Win
g W
all
Ho
riz.
N.F
.
Win
g W
all
Ho
riz.
N.F
.
Win
g W
all
Ho
riz.
N.F
.
Hori
zonta
l B
ott
om
Hori
zonta
l B
ott
om
Win
g W
all
Vert
ical
Win
g W
all
Vert
ical
Ho
riz
. F
.F.
Ho
riz
. F
.F.
Para
pet
Ho
riz.
To
p
Para
pet
Ho
riz.
To
p
Para
pet
Ho
riz.
To
p
Win
g W
all
Ho
riz.
F.F
.
Win
g W
all
Ho
riz.
F.F
.
Win
g W
all
Ho
riz.
F.F
.
Win
g W
all
Ho
riz.
F.F
.
Win
g W
all
Ho
riz.
F.F
.
Win
g W
all
Ho
riz.
F.F
.
Win
g W
all
Ho
riz.
F.F
.
Win
g W
all
Ho
riz.
F.F
.
Win
g W
all
Ho
riz.
F.F
.
Abut
Hori
z. F
.F.
Abut.
Horz
. F
.F.
Ab
ut.
Ho
rz N
.F.
Parapet
Verti
cal
Parapet
Verti
cal
Parapet
Verti
cal
Parapet
Verti
cal
Verti
cal
Verti
cal
Win
g W
all
Ho
riz.
N.F
.
Win
g W
all
Ho
riz.
N.F
.
Win
g W
all
Ho
riz.
N.F
.
Win
g W
all
Ho
riz.
N.F
.
Win
g W
all
Ho
riz.
N.F
.
Win
g W
all
Ho
riz.
N.F
.
Win
g W
all
Ho
riz.
N.F
.
Win
g W
all
Ho
riz.
N.F
.
Hori
zonta
l
Hori
zonta
l
Win
gw
all
Win
gw
all
Win
gw
all
Update QuantitiesJAN 2016
Added Reinforcing SteelJAN 2016
822
10
1011
11
88
29816
48420
28
29411
10
1011
2
103
294863214
15
29
24
1
2
1
2
1
