maine department of transportation
TRANSCRIPT
Maine Department of Transportation
2/4/2016
Proposal ID: 019273.00 Project(s): 019273.00, 020565.00
1 COMMON ITEMSSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
0010 202.10
REMOVING EXISTINGSUPERSTRUCTURE (PROPERTY OFCONTRACTOR)
_________._____LUMP SUM LUMP SUM
_________._____
0020 202.12
REMOVING EXISTING STRUCTURALCONCRETE
CY
160.000
_________._____
0030 202.134
REMOVING EXISTING RAILINGS(RETAINED BY DEPARTMENT)
_________._____LUMP SUM LUMP SUM
0040 202.17
REMOVING EXISTING STRUCTURALCONCRETE
_________._____LUMP SUM LUMP SUM
_________._____
0050 202.202
REMOVING PAVEMENT SURFACE SY
15,500.000
_________._____
_________._____
0060 202.203
PAVEMENT BUTT JOINTS SY
125.000
_________._____
_________._____
0070 203.20
COMMON EXCAVATION CY
1,150.000
_________._____
_________._____
0080 203.25
GRANULAR BORROW CY
30.000
_________._____
_________._____
0090 206.07
STRUCTURAL ROCK EXCAVATION -DRAINAGE AND MINORSTRUCTURES
CY
250.000
_________._____
_________._____
0100 206.082
STRUCTURAL EARTH EXCAVATION -MAJOR STRUCTURES
CY
350.000
_________._____
_________._____
0110 206.14
SPECIAL BACKFILL CY
340.000
_________._____
Proposal Schedule of Items Page 1 of 16
Maine Department of Transportation
2/4/2016
Proposal ID: 019273.00 Project(s): 019273.00, 020565.00
1 COMMON ITEMSSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
_________._____
0120 304.10
AGGREGATE SUBBASE COURSE -GRAVEL
CY
1,862.000
_________._____
_________._____
0130 403.102
HOT MIX ASPHALT PAVEMENT -SPECIAL AREAS
T
50.000
_________._____
_________._____
0140 403.2081
12.5 MM POLYMER MODIFIED HOTMIX ASPHALT
T
1,800.000
_________._____
_________._____
0150 403.209
HOT MIX ASPHALT 9.5 MM(SIDEWALKS, DRIVES, INCIDENTALS)
T
320.000
_________._____
_________._____
0160 403.211
HOT MIX ASPHALT (SHIMMING) T
600.000
_________._____
_________._____
0170 403.213
HOT MIX ASPHALT 12.5 MM BASE T
930.000
_________._____
_________._____
0180 403.2131
12.5 MM POLYMER MODIFIED HMABASE
T
450.000
_________._____
_________._____
0190 409.15
BITUMINOUS TACK COAT - APPLIED G
1,600.000
_________._____
_________._____
0200 411.10
UNTREATED AGGREGATE SURFACECOURSE (TRUCK MEASURE)
CY
180.000
_________._____
_________._____
0210 430.25
COBBLESTONE PAVEMENT SY
10.000
_________._____
_________._____
0220 502.21
STRUCTURAL CONCRETE,ABUTMENTS AND RETAINING WALLS
CY
90.000
_________._____
Proposal Schedule of Items Page 2 of 16
Maine Department of Transportation
2/4/2016
Proposal ID: 019273.00 Project(s): 019273.00, 020565.00
1 COMMON ITEMSSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
0230 502.239
STRUCTURAL CONCRETE PIERS _________._____LUMP SUM LUMP SUM
_________._____
0240 502.35
STRUCTURAL CONCRETE, STAMPEDCOLORED CONCRETE PAVEMENT
SY
680.000
_________._____
0250 502.49
STRUCTURAL CONCRETE CURBSAND SIDEWALKS
_________._____LUMP SUM LUMP SUM
0260 502.55
STRUCTURAL CONCRETE UTILITYSUPPORT SYSTEM
_________._____LUMP SUM LUMP SUM
_________._____
0270 502.565
CONCRETE FILL CY
3.000
_________._____
_________._____
0280 502.59
ELASTOMERIC CONCRETE CF
160.000
_________._____
0290 502.704
DRAINAGE SYSTEM (DOWNSPOUTS,THROUGHS, ETC.)
_________._____LUMP SUM LUMP SUM
_________._____
0300 502.77
FIBER REINFORCED POLYMERBRIDGE DRAIN - TYPE:
EA
13.000
_________._____
_________._____
0310 503.12
REINFORCING STEEL, FABRICATEDAND DELIVERED
LB
48,000.000
_________._____
_________._____
0320 503.13
REINFORCING STEEL, PLACING LB
48,000.000
_________._____
_________._____
0330 503.19
LOW-CARBON, CHROMUIMREINFORCEMENT - FABRICATED &DELIVERED
LB
6,100.000
_________._____
Proposal Schedule of Items Page 3 of 16
Maine Department of Transportation
2/4/2016
Proposal ID: 019273.00 Project(s): 019273.00, 020565.00
1 COMMON ITEMSSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
_________._____
0340 503.20
LOW-CARBON, CHROMUIMREINFORCEMENT - PLACING
LB
6,100.000
_________._____
0350 507.0821
STEEL BRIDGE RAILING, 3 BAR _________._____LUMP SUM LUMP SUM
0360 508.14
HIGH PERFORMANCEWATERPROOFING MEMBRANE
_________._____LUMP SUM LUMP SUM
_________._____
0370 514.06
CURING BOX FOR CONCRETECYLINDERS
EA
2.000
_________._____
0380 520.2321
ASPHALTIC CRACK CONTROL JOINT _________._____LUMP SUM LUMP SUM
_________._____
0390 523.52
BEARING INSTALLATION EA
320.000
_________._____
_________._____
0400 523.5401
LAMINATED ELASTOMERICBEARINGS, FIXED
EA
48.000
_________._____
_________._____
0410 523.5402
LAMINATED ELASTOMERICBEARINGS, EXPANSION
EA
272.000
_________._____
0420 524.301
TEMPORARY STRUCTURALSUPPORT
_________._____LUMP SUM LUMP SUM
0430 526.301
TEMPORARY CONCRETE BARRIERTYPE I
_________._____LUMP SUM LUMP SUM
_________._____
0440 526.34
PERMANENT CONCRETETRANSITION BARRIER
EA
1.000
_________._____
Proposal Schedule of Items Page 4 of 16
Maine Department of Transportation
2/4/2016
Proposal ID: 019273.00 Project(s): 019273.00, 020565.00
1 COMMON ITEMSSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
_________._____
0450 526.3401
PERMANENT CONCRETETRANSITION BARRIER - MODIFIED
EA
3.000
_________._____
_________._____
0460 527.34
WORK ZONE CRASH CUSHIONS UN
4.000
_________._____
0470 534.7601
PRECAST APPROACH SLAB _________._____LUMP SUM LUMP SUM
0480 534.76021
PRECAST PIER, COLUMN _________._____LUMP SUM LUMP SUM
0490 534.76022
PRECAST PIER, CAP _________._____LUMP SUM LUMP SUM
_________._____
0500 603.155
12 INCH REINFORCED CONCRETEPIPE CLASS III
LF
90.000
_________._____
_________._____
0510 603.159
12 INCH CULVERT PIPE OPTION III LF
61.000
_________._____
_________._____
0520 603.165
15 INCH REINFORCED CONCRETEPIPE CLASS III
LF
220.000
_________._____
_________._____
0530 603.195
24 INCH REINFORCED CONCRETEPIPE CLASS III
LF
652.000
_________._____
_________._____
0540 603.215
36 INCH REINFORCED CONCRETEPIPE CLASS III
LF
100.000
_________._____
_________._____
0550 603.216
36 INCH SPECIAL RCP LF
30.000
_________._____
_________._____
0560 603.431
36 INCH REINFORCED CONCRETEPIPE CLASS V
LF
14.000
_________._____
Proposal Schedule of Items Page 5 of 16
Maine Department of Transportation
2/4/2016
Proposal ID: 019273.00 Project(s): 019273.00, 020565.00
1 COMMON ITEMSSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
_________._____
0570 604.072
CATCH BASIN TYPE A1-C EA
3.000
_________._____
_________._____
0580 604.092
CATCH BASIN TYPE B1-C EA
13.625
_________._____
_________._____
0590 604.094
72 INCH CATCH BASIN TYPE B1 EA
7.375
_________._____
_________._____
0600 604.161
ALTERING CATCH BASIN EA
8.000
_________._____
_________._____
0610 604.18
ADJUSTING MANHOLE OR CATCHBASIN TO GRADE
EA
36.000
_________._____
_________._____
0620 604.252
CATCH BASIN TYPE A5-C EA
3.000
_________._____
_________._____
0630 605.10
6 INCH UNDERDRAIN OUTLET LF
15.000
_________._____
_________._____
0640 605.12
15 INCH UNDERDRAIN TYPE C LF
230.000
_________._____
_________._____
0650 605.15
24 INCH UNDERDRAIN TYPE C LF
430.000
_________._____
_________._____
0660 606.365
GUARDRAIL REMOVE, MODIFY, ANDRESET TYPE 3B TO 3C
LF
150.000
_________._____
_________._____
0670 606.791
REMOVE AND RESET 350 FLAREDTERMINAL
EA
1.000
_________._____
0680 607.1702
TEMPORARY CHAIN LINK FENCE - 6'MOVEABLE
_________._____LUMP SUM LUMP SUM
Proposal Schedule of Items Page 6 of 16
Maine Department of Transportation
2/4/2016
Proposal ID: 019273.00 Project(s): 019273.00, 020565.00
1 COMMON ITEMSSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
0690 607.183
CHAIN LINK SNOW FENCE 33 INCH _________._____LUMP SUM LUMP SUM
_________._____
0700 608.092
REMOVE AND RESET EXISTINGCOBBLESTONE
SY
70.000
_________._____
_________._____
0710 608.26
CURB RAMP DETECTABLE WARNINGFIELD
SF
210.000
_________._____
_________._____
0720 608.28
GRANITE PAVERS WITH SAND BASE SY
230.000
_________._____
_________._____
0730 608.45
CONSTRUCTION SIDEWALK SY
280.000
_________._____
_________._____
0740 609.11
VERTICAL CURB TYPE 1 LF
830.000
_________._____
_________._____
0750 609.12
VERTICAL CURB TYPE 1 - CIRCULAR LF
360.000
_________._____
_________._____
0760 609.234
TERMINAL CURB TYPE 1 - 4 FOOT EA
3.000
_________._____
_________._____
0770 609.2341
TERMINAL CURB TYPE 1 - 4 FOOT -CIRCULAR
EA
1.000
_________._____
_________._____
0780 609.238
TERMINAL CURB TYPE 1 - 8 FOOT EA
8.000
_________._____
_________._____
0790 609.2381
TERMINAL CURB TYPE 1 - 8'CIRCULAR
EA
10.000
_________._____
_________._____
0800 609.31
CURB TYPE 3 LF
140.000
_________._____
Proposal Schedule of Items Page 7 of 16
Maine Department of Transportation
2/4/2016
Proposal ID: 019273.00 Project(s): 019273.00, 020565.00
1 COMMON ITEMSSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
_________._____
0810 609.34
CURB TYPE 5 LF
50.000
_________._____
_________._____
0820 609.35
CURB TYPE 5 - CIRCULAR LF
50.000
_________._____
_________._____
0830 609.38
RESET CURB TYPE 1 LF
1,100.000
_________._____
_________._____
0840 609.40
RESET CURB TYPE 5 LF
1,300.000
_________._____
_________._____
0850 615.07
LOAM CY
66.000
_________._____
_________._____
0860 615.086
LOAM/COMPOST MIX CY
140.000
_________._____
_________._____
0870 618.13
SEEDING METHOD NUMBER 1 UN
5.500
_________._____
_________._____
0880 619.12
MULCH UN
5.500
_________._____
_________._____
0890 619.13
BARK MULCH CY
47.000
_________._____
_________._____
0900 620.60
SEPARATION GEOTEXTILE SY
460.000
_________._____
_________._____
0910 621.101
PLUG/ STARTER PLANT EA
300.000
_________._____
_________._____
0920 621.389
DWARF EVERGREENS (15 INCH - 18INCH) GROUP A
EA
72.000
_________._____
_________._____
0930 621.397
DWARF EVERGREENS (18 INCH - 24INCH) GROUP C
EA
18.000
_________._____
Proposal Schedule of Items Page 8 of 16
Maine Department of Transportation
2/4/2016
Proposal ID: 019273.00 Project(s): 019273.00, 020565.00
1 COMMON ITEMSSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
_________._____
0940 621.401
DWARF EVERGREENS (2 FOOT - 2.50FOOT) GROUP A
EA
3.000
_________._____
_________._____
0950 621.51
HYBRID RHODODENDRON (15 INCH -18 INCH)
EA
108.000
_________._____
_________._____
0960 621.54
DECIDUOUS SHRUBS (18 INCH - 24INCH) GROUP A
EA
42.000
_________._____
_________._____
0970 621.546
DECIDUOUS SHRUBS (2 FOOT - 3FOOT) GROUP A
EA
42.000
_________._____
_________._____
0980 621.554
DECIDUOUS SHRUBS (3 FOOT - 4FOOT) GROUP C
EA
6.000
_________._____
_________._____
0990 621.71
HERBACEOUS PERENNIALS GROUPA 1 GALLON
EA
280.000
_________._____
_________._____
1000 621.71
HERBACEOUS PERENNIALS GROUPA 2 QUART CONT.
EA
132.000
_________._____
_________._____
1010 623.09
REMOVE AND RESET MONUMENT EA
1.000
_________._____
_________._____
1020 626.11
PRECAST CONCRETE JUNCTIONBOX
EA
3.000
_________._____
_________._____
1030 626.21
METALLIC CONDUIT LF
900.000
_________._____
_________._____
1040 626.22
NON-METALLIC CONDUIT LF
1,335.000
_________._____
Proposal Schedule of Items Page 9 of 16
Maine Department of Transportation
2/4/2016
Proposal ID: 019273.00 Project(s): 019273.00, 020565.00
1 COMMON ITEMSSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
_________._____
1050 626.31
18 INCH FOUNDATION EA
16.000
_________._____
_________._____
1060 626.332
30 INCH DIAMATER GREATER THAN 8FEET LONG & 36 INCH DIAMETER, 42INCH DIAMETER FOUNDATION
CY
8.000
_________._____
_________._____
1070 626.35
CONTROLLER CABINETFOUNDATION
EA
3.000
_________._____
_________._____
1080 627.18
12 " SOLID WHITE PAVEMENTMARKING
LF
165.000
_________._____
_________._____
1090 627.4075
TEMPORARY WHITE PAVEMENTMARKING SYMBOL
SF
1,500.000
_________._____
_________._____
1100 627.733
4" WHITE OR YELLOW PAINTEDPAVEMENT MARKING LINE
LF
19,400.000
_________._____
_________._____
1110 627.75
WHITE OR YELLOW PAVEMENT &CURB MARKING
SF
4,950.000
_________._____
_________._____
1120 627.77
REMOVING PAVEMENT MARKINGS SF
5,600.000
_________._____
_________._____
1130 627.78
TEMPORARY 4 INCH PAINTEDPAVEMENT MARKING LINE, WHITEOR YELLOW
LF
49,200.000
_________._____
_________._____
1140 629.05
HAND LABOR, STRAIGHT TIME HR
90.000
_________._____
_________._____
1150 631.12
ALL PURPOSE EXCAVATOR(INCLUDING OPERATOR)
HR
100.000
_________._____
Proposal Schedule of Items Page 10 of 16
Maine Department of Transportation
2/4/2016
Proposal ID: 019273.00 Project(s): 019273.00, 020565.00
1 COMMON ITEMSSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
_________._____
1160 631.172
TRUCK - LARGE (INCLUDINGOPERATOR)
HR
200.000
_________._____
_________._____
1170 631.32
CULVERT CLEANER (INCLUDINGOPERATOR)
HR
10.000
_________._____
1180 634.160
HIGHWAY LIGHTING _________._____LUMP SUM LUMP SUM
_________._____
1190 634.2042
LED LUMINARIES EA
11.000
_________._____
_________._____
1200 634.210
CONVENTIONAL LIGHT STANDARD EA
11.000
_________._____
1210 638.01
EMBEDDED WORK IN STRUCTURE _________._____LUMP SUM LUMP SUM
_________._____
1220 639.18
FIELD OFFICE TYPE A EA
1.000
_________._____
1230 643.71
TRAFFIC SIGNAL MODIFICATION _________._____LUMP SUM LUMP SUM
1240 643.83
VIDEO DETECTION SYSTEM _________._____LUMP SUM LUMP SUM
_________._____
1250 643.86
TRAFFIC SIGNAL LOOP DETECTORS EA
2.000
_________._____
_________._____
1260 643.91
MAST ARM POLE 25 FT EA
2.000
_________._____
_________._____
1270 643.91
MAST ARM POLE 35 FT EA
1.000
_________._____
_________._____
1280 643.92
PEDESTAL POLE 4 FT EA
3.000
_________._____
Proposal Schedule of Items Page 11 of 16
Maine Department of Transportation
2/4/2016
Proposal ID: 019273.00 Project(s): 019273.00, 020565.00
1 COMMON ITEMSSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
_________._____
1290 643.92
PEDESTAL POLE 8 FT EA
6.000
_________._____
_________._____
1300 643.92
PEDESTAL POLE 10 FT EA
5.000
_________._____
_________._____
1310 645.106
DEMOUNT REGULATORY, WARNING,CONFIRMATION AND ROUTEMARKER ASSEMBLY SIGN
EA
54.000
_________._____
_________._____
1320 645.116
REINSTALL REGULATORY, WARNING,CONFIRMATION AND ROUTEMARKER ASSEMBLY SIGN
EA
46.000
_________._____
_________._____
1330 645.271
REGULATORY, WARNING,CONFIRMATION AND ROUTEMARKER ASSEMBLY SIGNS, TYPE I
SF
97.250
_________._____
_________._____
1340 648.5201
RECONSTRUCT GRADE CROSSINGS TF
170.000
_________._____
_________._____
1350 648.53
REMOVE EXISTING TRACK - ATGRADE
TF
340.000
_________._____
_________._____
1360 652.30
FLASHING ARROW BOARD EA
2.000
_________._____
_________._____
1370 652.312
TYPE III BARRICADE EA
19.000
_________._____
_________._____
1380 652.33
DRUM EA
220.000
_________._____
_________._____
1390 652.34
CONE EA
210.000
_________._____
Proposal Schedule of Items Page 12 of 16
Maine Department of Transportation
2/4/2016
Proposal ID: 019273.00 Project(s): 019273.00, 020565.00
1 COMMON ITEMSSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
_________._____
1400 652.35
CONSTRUCTION SIGNS SF
2,220.000
_________._____
1410 652.361
MAINTENANCE OF TRAFFICCONTROL DEVICES
_________._____LUMP SUM LUMP SUM
_________._____
1420 652.38
FLAGGER HR
10,800.000
_________._____
_________._____
1430 652.381
TRAFFIC OFFICER HR
144.000
_________._____
_________._____
1440 652.41
PORTABLE CHANGEABLE MESSAGESIGN
EA
5.000
_________._____
1450 655.513
EMBEDDED CATHODIC PROTECTIONSYSTEM
_________._____LUMP SUM LUMP SUM
1460 656.75
TEMPORARY SOIL EROSION ANDWATER POLLUTION CONTROL
_________._____LUMP SUM LUMP SUM
_________._____
1470 658.20
ACRYLIC LATEX COLOR FINISH,GREEN
SY
2,400.000
_________._____
1480 659.10
MOBILIZATION _________._____LUMP SUM LUMP SUM
_________._____
1490 660.21
ON-THE-JOB TRAINING (BID) HR
1,000.000
_________._____
_________._____
1500 801.141
4" PVC SANITARY SEWER (SDR-35) LF
10.000
_________._____
_________._____
1510 801.16
6 INCH PVC SANITARY SEWER(SDR-35)
LF
10.000
_________._____
Proposal Schedule of Items Page 13 of 16
Maine Department of Transportation
2/4/2016
Proposal ID: 019273.00 Project(s): 019273.00, 020565.00
1 COMMON ITEMSSECTION:
Alt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
1520 910.301
SPECIAL WORK WINTER MAINT &SNOWPLOWING
_________._____LUMP SUM LUMP SUM
Section: 1 _________._____Total:
Proposal Schedule of Items Page 14 of 16
Maine Department of Transportation
2/4/2016
Proposal ID: 019273.00 Project(s): 019273.00, 020565.00
2 STEEL SUPERSTRUCTURESECTION:
1ALAlt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
1530 502.412
STRUCTURAL CONCRETESUPERSTRUCTURE SPECIAL
_________._____LUMP SUM LUMP SUM
1540 502.58
ULTRA HIGH PERFORMANCESTRUCTURAL CONCRETE
_________._____LUMP SUM LUMP SUM
1550 506.9103
GALVANIZING _________._____LUMP SUM LUMP SUM
1560 506.9104
THERMAL SPRAY COATING - SHOPAPPLIED
_________._____LUMP SUM LUMP SUM
1570 515.21
PROTECTIVE COATING FORCONCRETE SURFACES
_________._____LUMP SUM LUMP SUM
1580 515.26
ELASTOMERIC COATING, SHOPAPPLIED
_________._____LUMP SUM LUMP SUM
_________._____
1590 521.23
EXPANSION DEVICE FINGER JOINT EA
3.000
_________._____
_________._____
1600 521.32
FABRIC TROUGH FOR FINGER JOINT EA
3.000
_________._____
1610 530.04
PREFABRICATED BRIDGESTRUCTURE AND ASSEMBLY
_________._____LUMP SUM LUMP SUM
Section: 2 _________._____Total:
Proposal Schedule of Items Page 15 of 16
Maine Department of Transportation
2/4/2016
Proposal ID: 019273.00 Project(s): 019273.00, 020565.00
3 CONCRETE SUPERSTRUCTURESECTION:
2ALAlt Set ID: Alt Mbr ID:
Contractor:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber Dollars Cents Dollars Cents
1620 502.412
STRUCTURAL CONCRETESUPERSTRUCTURE SPECIAL
_________._____LUMP SUM LUMP SUM
1630 502.58
ULTRA HIGH PERFORMANCESTRUCTURAL CONCRETE
_________._____LUMP SUM LUMP SUM
1640 515.21
PROTECTIVE COATING FORCONCRETE SURFACES
_________._____LUMP SUM LUMP SUM
1650 515.26
ELASTOMERIC COATING, SHOPAPPLIED
_________._____LUMP SUM LUMP SUM
_________._____
1660 520.21
EXPANSION DEVICE - GLAND SEAL EA
3.000
_________._____
1670 535.622
PRESTRESSED STRUCTURALCONCRETE NEXT BEAM
_________._____LUMP SUM LUMP SUM
Section: 3 _________._____Total:
Total Bid: _________._____
Proposal Schedule of Items Page 16 of 16
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50
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5.5
5.5
47
46
0
(C
on
crete
: 2
05
0 C
Y)
(S
teel:
480,2
00 L
B)
(2950 L
F)
(710 C
Y)
(78 C
Y)
(2
20
CY
)
(2950 L
F)
(4
59
0 S
Y)
(64 L
F)
(1
10
0 L
F)
(2
8 C
Y)
(332 C
Y)
(5
62
CY
)
(2950 L
F)
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(2
28
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Y)
(230 S
Y)
(5
35
0 S
Y)
(108 C
Y)
(8 C
Y)
(S
teel:
1,3
26,8
00 L
B)
(C
on
crete
: 1
15
0 C
Y)
(55 S
Y)
(4380 S
Y)
(9
3 C
Y)
(1
4 C
Y)
131111
LS
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LS
LS
LS
LS
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LS
EA
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LS
LS
LS
LS
LS
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Prefabric
ate
d B
rid
ge S
tructu
re a
nd A
ssem
bly
Fab
ric
Tro
ug
h f
or F
ing
er J
oin
t
Expansio
n D
evic
e -
Fin
ger J
oin
t
Ela
sto
meric
Co
ati
ng
- S
ho
p A
pp
lied
Pro
tecti
ve C
oati
ng
fo
r C
on
crete
Su
rfaces
Th
erm
al
Sp
ray
Co
ati
ng
- S
ho
p A
pp
lied
Galv
an
izin
g
Ult
ra-H
igh P
erform
ance S
tructu
ral
Concrete
Str
uctu
ral
Concrete
Superstr
uctu
re S
pecia
l
Prestr
essed
Str
uctu
ral
Co
ncrete
NE
XT
Beam
Expansio
n D
evic
e -
Gla
nd S
eal
Ela
sto
meric
Co
ati
ng
- S
ho
p A
pp
lied
Pro
tecti
ve C
oati
ng
fo
r C
on
crete
Su
rfaces
Ult
ra-H
igh
Perfo
rm
an
ce S
tru
ctu
ral
Co
ncrete
Str
uctu
ral
Concrete
Superstr
uctu
re S
pecia
l
Sep
arati
on
Geo
tex
tile
Bark M
ulc
h
Mulc
h
Seedin
g M
eth
od N
um
ber 1
Lo
am
/Co
mp
ost
Lo
am
Reset
Curb T
ype 5
Reset
Curb T
ype 1
Curb-T
ype 5
- C
ircula
r
Cu
rb
Ty
pe 5
Cu
rb
Ty
pe 3
Term
inal
Curb T
ype 1
- 8
Foot
- C
ircula
r
Term
inal
Cu
rb
Ty
pe 1
- 8
Fo
ot
Term
inal
Curb T
ype 1
- 4
Foot
- C
ircula
r
Term
inal
Cu
rb
Ty
pe 1
- 4
Fo
ot
Verti
cal
Curb T
ype 1
- C
ircula
r
Verti
cal
Cu
rb
Ty
pe 1
Constr
uct
Sid
ew
alk
Granit
e P
avers w
ith S
and B
ase
Cu
rb
Ram
p D
ete
cta
ble
Warn
ing
Fie
ld
Rem
ove a
nd R
eset
Exis
ting C
obble
sto
ne
Ch
ain
Lin
k S
no
w F
en
ce -
33
"
Tem
po
rary
Ch
ain
Lin
k F
en
ce -
6'
Rem
ov
e a
nd
Reset
35
0 F
lared
Term
inal
Guardrail
, R
em
ove, M
odif
y, and R
eset,
Type 3
b t
o 3
c
24 i
nch U
nderdrain
Type C
15 i
nch U
nderdrain
Type C
6 i
nch
Un
derd
rain
Ou
tlet
Catc
h B
asin
Type A
5-C
Ad
justi
ng
Man
ho
le o
r C
atc
h B
asin
to
Grad
e
Alt
erin
g C
atc
h B
asin
72 i
nch C
atc
h B
asin
Type B
1
Catc
h B
asin
Type B
1-C
Catc
h B
asin
Ty
pe A
1-C
36 i
nch R
ein
forced C
oncrete
Pip
e C
lass V
36
" S
pecia
l R
CP
36
in
ch
Rein
fo
rced
Co
ncrete
Pip
e C
lass I
II
24
in
ch
Rein
fo
rced
Co
ncrete
Pip
e C
lass I
II
15
in
ch
Rein
fo
rced
Co
ncrete
Pip
e C
lass I
II
12
in
ch
Cu
lvert
Pip
e O
pti
on
III
12 i
nch R
ein
forced C
oncrete
Pip
e C
lass I
II
Precast
Pie
r C
ap
s
Precast
Pie
r C
olu
mn
s
Precast
Approach S
lab
Wo
rk
Zo
ne C
rash
Cu
sh
ion
s
Perm
an
en
t C
on
crete
Tran
sit
ion
Barrie
r -
Mo
dif
ied
Perm
an
en
t C
on
crete
Tran
sit
ion
Barrie
r
Tem
porary C
oncrete
Barrie
r, T
ype 1
Tem
po
rary
Str
uctu
ral
Su
pp
ort
Lam
inate
d E
lasto
meric
Bearin
gs, E
xpansio
n
Lam
inate
d E
lasto
meric
Bearin
gs,
Fix
ed
Bearin
g I
nsta
llati
on
Asphalt
ic C
rack C
ontr
ol
Join
t
Curin
g B
ox f
or C
oncrete
Cyli
nders
Hig
h P
erfo
rm
an
ce W
ate
rp
ro
ofin
g M
em
bran
e
Ste
el
Brid
ge R
ail
ing
, 3
Bar
Low
-C
arbon C
hrom
ium
Rein
forcem
ent,
Pla
cin
g
Lo
w-C
arb
on
Ch
ro
miu
m R
ein
fo
rcem
en
t, F
ab
ric
ate
d a
nd
Deli
vered
Rein
forcin
g S
teel,
Pla
cin
g
Rein
fo
rcin
g S
teel,
Fab
ric
ate
d a
nd
Deli
vered
FR
P B
rid
ge D
rain
- T
ype D
Drain
ag
e S
yste
m (
Do
wn
sp
ou
ts,
tro
ug
hs,
etc
.)
Ela
sto
meric
Co
ncrete
(L
ink
Cu
rb
)
Co
ncrete
Fil
l
Str
uctu
ral
Co
ncrete
Uti
lity
Su
pp
ort
Sy
ste
m
Str
uctu
ral
Concrete
Curbs a
nd S
idew
alk
s
Str
uctu
ral
Co
ncrete
, S
tam
ped
Co
lored
Str
uctu
ral
Co
ncrete
Pie
rs
Str
uctu
ral
Concrete
, A
butm
ents
and R
eta
inin
g W
all
s
Co
bb
lesto
ne P
av
em
en
t
Untr
eate
d A
ggregate
Surface C
ourse, T
ruck M
easure
Bit
um
ino
us T
ack
Co
at,
Ap
pli
ed
Ho
t M
ix A
sp
halt
, 1
2.5
mm
No
min
al
Max
imu
m S
ize (
Base a
nd
In
term
ed
iate
Base c
ou
rse,
Po
lym
er M
od
ifie
d)
Ho
t M
ix A
sp
halt
, 1
2.5
mm
No
min
al
Max
imu
m S
ize (
Base a
nd I
nte
rm
ed
iate
Base C
ourse)
Ho
t M
ix A
sp
halt
, 9
.5 m
m N
om
inal
Max
imu
m S
ize (
Sh
imm
ing
)
Ho
t M
ix A
sp
halt
, 9
.5 m
m N
om
inal
Max
imu
m S
ize (
Sid
ew
alk
s,
Driv
es,
Isla
nd
s &
In
cid
en
tals
)
Ho
t M
ix A
sp
halt
- 1
2.5
mm
No
min
al
Max
imu
m S
ize (
Po
lym
er M
od
ifie
d)
Hot
Mix
Asphalt
Pavem
ent
for S
pecia
l A
reas
Aggregate
Subbase C
ourse-G
ravel
Sp
ecia
l B
ack
fil
l
Str
uctu
ral
Earth
Ex
cav
ati
on
- M
ajo
r S
tru
ctu
res,
Pla
n Q
uan
tity
Str
uctu
ral
Ro
ck
Ex
cav
ati
on
- D
rain
ag
e a
nd
Min
or S
tru
ctu
res
Gran
ula
r B
orro
w
Com
mon E
xcavati
on
Pavem
ent
Butt
Join
ts
Rem
ov
ing
Pav
em
en
t S
urface
Rem
ovin
g E
xis
ting S
tructu
ral
Concrete
Rem
ov
ing
Ex
isti
ng
Rail
ing
s (
Reta
ined
by
Dep
artm
en
t)
Rem
ovin
g E
xis
ting S
tructu
ral
Concrete
Rem
ov
ing
Ex
isti
ng
Su
perstr
uctu
re P
ro
perty
of C
on
tracto
r
91
0.3
01
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1.1
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1.1
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66
0.2
1
659.1
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65
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6.7
5
655.5
13
65
2.4
1
652.3
81
65
2.3
8
65
2.3
61
65
2.3
5
65
2.3
4
65
2.3
3
652.3
12
65
2.3
0
64
8.5
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8.5
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1
645.2
71
64
5.1
16
645.1
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64
3.9
2
64
3.9
2
64
3.9
2
64
3.9
1
64
3.9
1
643.8
6
643.8
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64
3.7
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639.1
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638.0
1
63
4.2
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63
4.2
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2
634.1
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631.3
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631.1
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627.7
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627.7
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62
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627.4
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62
7.1
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626.3
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62
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32
626.3
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626.2
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62
6.2
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626.1
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62
3.0
9
62
1.7
1
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1.7
1
621.5
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621.5
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1.5
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62
1.5
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1.3
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1.1
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0
72
18
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42
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28
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1
900
110
2 1
165
15
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19400
4950
56
00
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20
0
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10
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10 1 11
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1 1
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17
0
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2
220
210
1
10
80
0
144
5 1 1
2400
1
10
00
10
10 1
LS
LF
LF
HR
LS
SY
LS
LS
EA
HR
HR
LS
SF
EA
EA
EA
EA
TF
TF
SF
EA
EA
EA
EA
EA
EA
EA
EA
LS
LS
EA
LS
EA
EA
LS
HR
HR
HR
HR
LF
SF
SF
LF
SF
LF
EA
CY
EA
LF
LF
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
Specia
l W
ork -
Win
ter M
ain
tenance &
Snow
plo
win
g
6" P
VC
Sanit
ary S
ew
er (
SD
R-35)
4" P
VC
Sanit
ary S
ew
er (
SD
R-35)
On-th
e-Job T
rain
ing
Mo
bil
izati
on
Acry
lic L
ate
x C
olo
r F
inis
h
Tem
po
rary
So
il E
ro
sio
n a
nd
Wate
r P
oll
uti
on
Co
ntr
ol
Pla
n
Em
bedded C
ath
odic
Prote
cti
on S
yste
m
Po
rta
ble
-C
han
geab
le M
essag
e S
ign
Traffic
Offic
ers
Fla
gg
ers
Main
tenance o
f T
raffic
Contr
ol
Devic
es
Constr
ucti
on S
igns
Co
ne
Dru
m
Ty
pe I
II B
arric
ad
es
Fla
shin
g A
rrow
Rem
ove E
xis
ting T
rack -
At
Grade
Reconstr
uct
Grade C
rossin
gs
Regula
tory, W
arnin
g, C
onfir
mati
on a
nd R
oute
Marker A
ssem
bly
Sig
n, T
ype I
Rein
sta
ll R
eg
ula
tory
, W
arn
ing
, C
on
fir
mati
on
an
d R
ou
te M
ark
er A
ssem
bly
Sig
n
Dem
ou
nt
Reg
ula
tory
, W
arn
ing
, C
on
fir
mati
on
an
d R
ou
te M
ark
er A
ssem
bly
Sig
n
Pedesta
l P
ole
(10 F
T)
Ped
esta
l P
ole
(8
FT
)
Ped
esta
l P
ole
(4
FT
)
Mast
Arm
Pole
(35 F
T)
Mast
Arm
Po
le (
25
FT
)
Traffic
Sig
nal
Lo
op
Dete
cto
r
Vid
eo
Dete
cti
on
Sy
ste
m:
Wash
ing
ton
St/
Cen
tre S
t S
ch
oo
l S
t/V
ine S
t/C
om
mercia
l S
t/L
eem
an
Hw
y
Traffic
Sig
nal
Mo
dif
icati
on
: W
ash
ing
ton
St/
Cen
tre S
t S
ch
oo
l S
t/V
ine S
t/C
om
mercia
l S
t/L
eem
an
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y
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ld O
ffic
e, T
ype A
Em
bedded W
ork I
n S
tructu
re
Co
nv
en
tio
nal
Lig
ht
Sta
nd
ard
LE
D L
um
inair
es
Hig
hw
ay
Lig
hti
ng
Culv
ert
Cle
aner (
inclu
din
g o
perato
rs)
Truck-la
rge (
inclu
din
g o
perato
r)
All
Purpose E
xcavato
r (
inclu
din
g o
perato
r)
Han
d L
ab
or,
Str
aig
ht
Tim
e
Tem
po
rary
Pav
em
en
t M
ark
ing
Lin
e,
Wh
ite o
r Y
ell
ow
Rem
ov
ing
Ex
isti
ng
Pav
em
en
t M
ark
ing
Whit
e o
r Y
ell
ow
Pavem
ent
& C
urb M
arkin
g
4" W
hit
e o
r Y
ell
ow
Pain
ted
Pav
em
en
t M
ark
ing
Lin
e
Tem
po
rary
Wh
ite P
av
em
en
t M
ark
ing
Sy
mb
ol
12
In
ch
So
lid
Wh
ite P
av
em
en
t M
ark
ing
Lin
e
Co
ntr
oll
er C
ab
inet
Fo
un
dati
on
30-Inch D
iam
ete
r, greate
r t
han 8
-feet
long, and a
ll 3
6-Inch a
nd 4
2-Inch D
iam
ete
r F
oundati
ons
18
in
ch
Dia
mete
r F
ou
nd
ati
on
No
n-M
eta
llic
Co
nd
uit
Meta
llic
Conduit
Precast
Co
ncrete
Ju
ncti
on
Bo
x
Rem
ove a
nd R
eset
Monum
ent
Herbaceous P
erennia
ls G
roup A
2 q
uart/
cont.
Herbaceous P
erennia
ls G
roup A
1 G
all
on
Decid
uous S
hrubs, 3'-
4' G
roup C
Decid
uous S
hrubs, 2'-
3' G
roup A
Decid
uo
us S
hru
bs,
18
"-2
4" G
ro
up
A
Decid
uous S
hrubs,
15"-18" C
al.
Gr.
A C
ont.
Evergreen S
hrubs, 2'-
2•' G
roup A
Evergreen S
hrubs, 18"-24" C
ont.
Group C
Evergreen S
hrubs, 15"-18" C
ont.
Group A
Groundcover P
lugs, 2‚" C
ont.
15500
18
62
930
90
65
2
13
.62
5
7.3
75
36
(2
11
0 L
F)
54
46
19
2220
PED ACCESS/DRAINAGE2/16
1 1 1 1 1 1
1
1 1
1
1
1 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
HIGHWAY Division: Filename:...\MSTA\003_quantities_01.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
KZS
JGM
KDW
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
BATH
MAINE OWNED RR & CITY STREETS
WEST APPROACH BRIDGE
SAGADAHOC COUNTY
12/15
12/15
14
5
NHPP - 1927(300)
15"RC
P
CR
AS
H B
UMPER
25M
PH
RAIS
ED IS
LAN
D
15"RC
P
TR
AFFIC
MER
GE IC
ON
15"R
CP
15"RCP
15"RCP
YIE
LD
"H
MO
N 1""D
N"
"H
MO
N 1""D
N"
"H
MO
N 3""UP"
15"RCP
SAN
D FIL
LED
12"RCP
8"RCP
SAN
D FIL
LED
NO
VIS
OUTLET
SAN
D FIL
LED
UN
KN
OW
N
12"R
CP
SIZ
E U
NK
NO
WN
CO
NC
WALL FACE
SAN
D FIL
LED
SAN
D FIL
LED
CANT
OPEN/FR
OZEN
15"RCP
12"RCP
24"S
Q
RO
UTE 1 S
OUT
H
3/4" IR 20"T
PO
WER
NO#
W/STREET LIG
HT
AN
D
WR
ON
G
WAY SIG
N
ST
OP/N
O P
AR
KIN
G/D
O
NOT ENTER
WO
ODEN
DEC
K
CO
NIF
JOIN
T C
MP 136
W/LIG
HT
JOIN
T C
MP 137
W/LIG
HT
ST
OC
KADE 72"T
25
MP
H/N
O P
AR
KIN
G
120"DIA LIA
LAC
24"S
Q
W/C
URB IN
LET
STEEL TRIP
LE R
AIL 40"T
4"D
EA
D
CO
NC
24"S
Q
CO
VERED P
ORC
H
WO
ODEN
PAVED
1"
JOIN
T C
MP 138
W/E
M
TW
IN
4"
ST
OC
KADE 72"T
RESID. 2 ST
OR
Y
WO
OD FR
AME #738
STEEL 3 R
AILS 36"T
6"S
Q
GR
ANIT
E 4"T
HM
ON
W/D
H
ST
OP/C
OURT ST
RO
UTE DIR
ECT
OR
Y
ST
OP
AHEAD
GA
RA
GE
89
99
36"S
Q
CLU
MP 3-2"
CO
URT ST
3/4" IB 20"T
1" IR 30"T
HIG
H S
T
YIE
LD
RO
UTE 1 S
OUT
H
PAVED STEEL TRIP
LE R
AIL 40"T
120"DIA LIA
LAC
CO
NC BR
OKEN
BRIDGE
#3837
NO LEFT T
UR
N
3"S
PR
UC
E
24"S
QT
WIN 10"PIN
E
BRIC
K LAN
DIN
G
PAVED
24"S
Q
12"R
CP
6"U
D6"U
D
12"RCP
EXIS
T
MH B
URIE
D
6"U
D6"U
D24"RCP
24"RCP
12"R
CP
12"RCP
W
W
W
W
Sill E
L
Sill E
L
T
WIP
F
IPF
IPF
8
GENERAL PLANS (1 OF 4)
DRAINAGE2/16
1
AD
JU
ST
TO
GR
AD
E
IN
ST
AL
L C
B T
YP
E B
1-C
AD
JU
ST
CB
TO
GR
AD
E
RA
ISE
D M
ED
IAN
GR
AD
E A
ND
PA
VE
RA
ISE
D M
ED
IAN
GR
AD
E A
ND
PA
VE
B
EG
IN T
RA
NS
ITIO
N
BE
GIN
FU
LL
DE
PT
H P
AV
EM
EN
T
EN
D 1
.5" M
ILL
AN
D O
VE
RL
AY
ST
A. 1383+
75
BE
GIN
FU
LL
CO
NS
TR
UC
TIO
N
EN
D T
RA
NS
ITIO
N
ST
A.
13
84
+0
0
PA
VE
D S
WA
LE
CO
NS
TR
UC
T
CU
RB
TY
PE
5
RE
MO
VE
AN
D R
ES
ET
CO
MM
ERCIA
L ST
LEE
MA
N
HIG
HW
AY
RA
MP
RO
UTE 1 R
AM
P
BE
GIN
2" M
ILL
AN
D O
VE
RL
AY
MA
TC
H E
XIS
TIN
G
ST
A. 1383+
50
BE
GIN
1.5
" M
ILL
AN
D O
VE
RL
AY
MA
TC
H E
XIS
TIN
G
PR
OJE
CT
LIM
ITS
ST
A. 1383+
50
BE
GIN
2" M
ILL
AN
D O
VE
RL
AY
MA
TC
H E
XIS
TIN
G
ST
A. 1383+
50
RE
MO
VE
EX
IST
ING
CB
CA
P &
AB
AN
DO
N
CA
P &
AB
AN
DO
N
RE
MO
VE
CA
P &
AB
AN
DO
N
IN
ST
AL
L C
B T
YP
E B
1-C
CA
P A
ND
AB
AN
DO
N
IN
ST
AL
L C
B T
YP
E B
1-C
INS
TA
LL
15
" U
D T
YP
E C
IN
ST
AL
L C
B T
YP
E B
1-C
RE
MO
VE
EX
IS
TIN
G C
B
IN
ST
AL
L C
B T
YP
E B
1-CIN
ST
AL
L 2
4" U
D T
YP
E C
INSTALL 15" UD TYPE C
INS
TA
LL
15" X
141' R
CP
15
" X
5' R
CP
INS
TA
LL
INS
TA
LL
15
" X
17
' R
CP
IN
ST
AL
L 1
2" X
22
' R
CP
IN
ST
AL
L C
B T
YP
E A
5-C
Scale o
f F
eet
PL
AN
25
02
550
SU
PE
RS
TR
UC
TU
RE
NO
T S
HO
WN
)
(N
EW
PIE
RS
AN
D
W/
SO
LID
CO
VE
R
IN
ST
AL
L C
B T
YP
E B
1
RE
MO
VE
D C
B
RE
MO
VE
15" E
XIS
TIN
G R
CP
TO
IN
ST
AL
L C
B T
YP
E B
1-C
IN
ST
AL
L C
B T
YP
E B
1-C
RE
MO
VE
É C
ON
ST
RU
CT
ION
IN
ST
AL
L 2
4" U
D T
YP
E C
INSTALL 6' DIA
METER CB TYPE B1-C
(FOR FUTURE CONNECTION BY OTHERS)
24" X 4' RCP
W/CAP
INS
TA
LL
W/
SO
LID
CO
VE
R, 6' D
IA
.
IN
ST
AL
L C
B T
YP
E B
1
INS
TA
LL
15
" X
13
' R
CP
13
81
+0
01
38
2+
00
13
83
+0
01
38
4+
00
13
85
+0
01
38
6+
00
13
87
+0
01
38
8+
00 GRANITE STREET
GRANITE STREET
ROUTE 20
9 /
HIGH
STREET
ROUTE 20
9 /
HIGH
STREET
R/W
LIN
E -
SE
E 1
2-24
SEE 12-2
4
R/W
LINE
R/W
LINE - SEE 12-24
R/W
LINE - SEE 12-24
R/W
LINE - SEE 12-24
R
/W
LINE - SEE 1
2-2
4
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\HIGHWAY\MSTA\008_HDPlan1.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
145
NHPP - 1927(300)
CM
P9
2
ON
E W
AY
7/7
4
PEDESTRIA
N IC
ON
CM
P2.2
CIR#1338 FLUS
H
RAIS
ED IS
LAN
D
12"CMP
GR
AVEL DR
V
ON
E W
AY
RAISED
ISLAND
ST
OP
CIT
Y
OF B
AT
H
OV
ERHEAD
ELEC
T
O
BRID
GE
ST
OP
PAVED
DR
V
PEDESTRIA
N IC
ON
PAVED ENTR
ANCE
PEDESTRIA
N IC
ON
MIDDLE ST
FRANKLIN ST
ST
OP
12"LIN
E
KEEP RIG
HT IC
ON
RR
SP
K
RT
209 S
6X6"GR
AN 12"UP
BB-BR
OV-102
12"CMP
NY
NEX75/75
ST
OP
MIDDLE ST
25M
PH
CM
P9
3S
5/8"IR 4"UP
BUSIN
ESS IN
FO
RAIS
ED IS
LAN
D
RAIS
ED IS
LAN
D
TO
RTE 1N
LEE
MAN
HY
W
RAIS
ED IS
LAN
D
SIG
NAL IN P
AVE
PEDESTRIA
N IC
ON
PEDESTRIA
N SIG
6X6"GR
AN
HM
ON 12"UP
SAN
D FIL
LED
12"LINE
BB-BR
OV-101
NO P
AR
KIN
G
RR
IC
ON
RT
E 1
S
YIE
LD
6X6"GR
AN
HM
ON 1"D
N
ST
ONE
MO
NU
MENT
KEEP RIG
HT
15"RC
P
NO P
AR
KIN
G
NO P
AR
KIN
G
WASHINGTON ST
RESER
VED P
AR
KIN
G
RR
SP
K
PEDESTRIA
N IC
ON
12"C
MP
ST
OP
VZ
74/7
4
NO P
AR
KIN
G
NO P
AR
KIN
G
LO
CAL B
USIN
ESSES
GRL ENTR
ANCE
ST
OP
SIG
NAL IN P
AVE
CIR#1175 6"UP
PAVED P
AR
KIN
G
PAVED EXIT
15"RCP
ST
OP
PEDESTRIA
N IC
ON
25M
PH
ST
OP
CIR#1338 FLUS
H
12"P
INE
15
MIN P
AR
KIN
G
CIR#2392 FLUS
H
PK/DIS
K #2392
NO P
AR
KIN
G
6"D
EC
NE
W
PAVE
MENT
CIR#2392 FLUS
H
SC
HO
OL ST
CIR#2392 FLUS
H
RR SIG
NAL
3/4"IR 1"D
N
CM
P9
4
1 ST
Y
WD C
ONC FN
DN
PAVE
WALK
12"M
AP
LE
12"RCP
SM
H/P
OSSIB
LE C
OM
BIN
E D
MH
18"RCP
12"C
MP
12"C
MP
TOP R
OC
K FACE
TR
AP SIZ
E U
NK
NO
WN
CO
NC
12"
MA
ST
AR
M
DEBRIS FIL
LED
18"RCP
30"RCP
24"RCP
24"R
CP
30"RCP
CIR1175
UP8"
30
"R
CP
30"RCP
SAN
D FIL
LED
15"RCP
18
"R
CP
CIR1175
UP3"
CO
NC
12"RCP
24"RCP
SAN
D FIL
LED
CIR1175
UP3"
12"C
MP
12"C
ONC
30"RCP
CO
NC
12"
24"RCP
15"C
ON
C
6"PVC
RR
UN
DER
GR
OU
ND
UTIL
12"RCP
CANT
OPEN/FR
OZEN
12"C
MP
18"CMP
MAST
AR
M
3S
TE
P
24"RCP
10
"P
VC
12"CM
P
ON
RE
DN
O T
UR
N
PATC
H
AREA
NE
W
PAVE
MENT
CIT
Y
OF
BAT
H IN
FO
MO
NIT
ORIN
G
WELL
MO
NIT
ORIN
G
WELL
RR SIG LIN
E
6"U
D
12"R
CP
12" CMP
18"RCP
12" CMP
RR
RR
?
Sill E
L
RR
W
RR
WE
LL
WE
LL
WE
LL
BM
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
CO
MM
ERCIA
L ST
WASHINGTON ST
AS
DIR
EC
TE
D
AN
D R
EB
AS
E W
/HM
A
CH
AN
NE
LIZ
ED
IS
LA
ND
RE
MO
VE
EX
IST
ING
3.0'
W/
CU
RB
TY
PE
1
CO
NS
TR
UC
T 5
' S
IDE
WA
LK
TY
PE
3
WIT
H B
ITU
MIN
OU
S C
UR
B
CO
NS
TR
UC
T 4
' S
IDE
WA
LK
TY
PE
3
WIT
H B
ITU
MIN
OU
S C
UR
B
CO
NS
TR
UC
T 4
' S
IDE
WA
LK
MIDDLE ST
CU
RB
TY
PE
5
RE
MO
VE
AN
D R
ES
ET
W/
CU
RB
TY
PE
1
RA
ISE
D M
ED
IAN
GR
AD
E A
ND
PA
VE
MIL
L A
ND
OV
ER
LA
Y
LIM
IT
S O
F 2
"
RA
ISE
D M
ED
IAN
GR
AD
E A
ND
PA
VE
MIL
L A
ND
OV
ER
LA
Y
LIM
IT
S O
F 2
"
MIL
L A
ND
OV
ER
LA
Y
LIM
IT
S O
F 2
"
MIL
L A
ND
OV
ER
LA
Y
LIM
IT
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F 2
"
TO
GR
AD
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AD
JU
ST
CB
MIL
L A
ND
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ER
LA
Y
LIM
IT
S O
F 2
"
SC
HO
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MIL
L A
ND
OV
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LA
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LIM
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F 2
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FRANKLIN ST
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
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F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
PA
VE
ME
NT
AS
DIR
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D
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TC
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XIS
TIN
G
41
1.1
0 A
S D
IRE
CT
ED
AN
D B
AC
KU
P W
/IT
EM
IN
ST
AL
L 3
' A
PR
ON
PA
VE
D S
WA
LE
CO
NS
TR
UC
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EC
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GR
IND
BU
TT
JO
INT
TO
EX
IS
TIN
G C
B
MA
TC
H S
UR
FA
CE
PA
VE
D S
WA
LE
CO
NS
TR
UC
T
GR
AD
E
AD
JU
ST
TO
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AD
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AD
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ST
TO
GR
AD
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AD
JU
ST
TO
W ASHINGTON ST
AS
DIR
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RIV
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AR
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TY
PE
3
INS
TA
LL
CU
RB
SIDE
WALK AND GRANITE CURB
MATCH E
XISTING BITU
MINOUS
OP
T I
II
12" X
22'
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4
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R/W
LIN
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SEE
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E =
10.53'
T =
138.43'
L =
274.74'
R =
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=
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CURVE
DATA
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9
GENERAL PLANS (2 OF 4)
1
DRAINAGE2/16
1
1
1
1
1
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
HIGHWAY Division: Filename:...\HIGHWAY\MSTA\009_HDPlan2.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
14
5
NHPP - 1927(300)
CMP92
CITY OF BATH
PEDESTRIAN I
CON
GRAN PAVER
YIELD
CIR#1338 FLUSH
12"C
MP
PEDESTRIAN ICON
CMP93.5
15"C
MP
RAIS
ED IS
LAN
D
SOL WHITE
12"CMP
CMP93
CITY OF BATH
PEDESTRIAN ICON
16"LINE
PAVED ENTRANCE
12"CMP
CROSSWALK
PEDESTRIAN ICON
CROSSWALK
CMP931
STOPKEEP RIGHT ICON
RR SPK
PAVED ENTRANCE
RT209 S
12"P
VC
TO RTE 1N
BB-BROV-102
STOP
DO NOT ENTER
CMP93S
36"RCP
CR
OSS
WALK
12"P
VC
5/8"IR 4"UP
BUSINESS INFO
RAISED ISLAND
WATER ST
RAISED ISLAND
10"C
MP
TO RTE 1N
KIN
G ST
CR
OSS
WAL
K
CROSSW
ALK
STOP/DO NOT ENTER
DO NOT ENTER
36"RCP
SIGNAL IN PAVE
PEDESTRIAN SIG
SAND FILLED
RTE 1N
12"LIN
E
RAISED PAVED ISLAND
SMCC
12"LIN
E
RR SPK
RTE 1S
YIELD
VISITOR INFO
STONE MONUMENT
KEEP RIGHT
NO PARKING
NO PARKING
WAS
HIN
GT
ON ST
4"LINE
12"C
MP
RR SPK
PEDESTRIAN ICON
12"P
VC
12"C
MP
RR CTRL BOX
GRAN PAVER
STOP
RIGHT TURN ONLY
NO PARKINGVISITOR INFO CTR
NO PARKING
LOCAL BUSINESSES
15"C
MP
SIGNAL IN PAVE
6"P
VC
STOP/DO NOT ENTER
PAVED EXIT
PEDESTRIAN ICON
PEDESTRIAN ICON
25MPH
RR SPK BENT
CIR#1338 FLUSH
ENTRANCE
72"DEC
15"SPRUCE
WASHINGTON HOUSE APTS.
8"MAPLE
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6"DEC
12"PINE
15MIN PARKING
PAVED ENTRANCE
24"DEC
SOLID WHITE
WEST APPROACH BRIDGE
TITCOMB ASSOC/T.MCHUGH
15 MIN PARKING
PAVE EXIT
8"MAPLE
24"CONC BASE
CIR#2392 FLUSH
15"MAPLE
DO NOT ENTER
PK/DISK #2392
12"DEC
60"DEC
NO PARKING
4"MAPLE
BRICK WALK
6"DEC
CIR UNREADABLE FLUSH
36"DEC
NEW TRACKS
NEW PAVEMENT
CIR#2392 FLUSH
CMP96
60"CON
SCHOOL ST
CROSSWALK SIG.POST
6"MAPLE
36"CON
60"DEC
CIR#2392 FLUSH
RR SIGNAL
CITY OF BATH INFO
4"MAPLE
POL
PAVE ENTRANCE
60"DEC
3/4"IR 1"DN
44X26 METAL CTRL BOX
36"DEC
SOLID WHITE
CMP94
WEST APPROACH BRIDGETITCOMB ASSOC/T.MCHUGH
PAVE ENTRANCE
12"DEC
SOL.WHITE
12"OAK
8"WOOD
#67 1 STY CONC CONC FNDN
SOL.WHITE
12"DEC
48"CON
CMP96S
15"OAK
1 STY WD CONC FNDN
12"DEC
36"CON
48"CON
BRICK WALK
CMP95
WASH. HOUSE APTS.
12"DEC
48"DEC
PAVE WALK
15"OAK
WASHINGTON/CENTER ST
12"MAPLE
60"CON
48"DEC
12"C
MP
18"R
CP
12"C
MP
10"CLY
12"C
MP
MAST ARM
18"RCP
30"RCP
RR CTRL BOX
MAST
AR
M
NO VIS PIPE
12"CPP
24"RCP
30"RCP
15"CMP
CTR TR
OU
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30"RCP
18"RCP
12"C
MP
MAST
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12"CMP
15"C
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30"RCP
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RR SIGNAL HANDBOX POSSIBLE ADDITIONAL WIRES FROM BOX
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6"P
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24"ASB
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10"CLY
18"C
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MAST ARM
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ON REDNO TURN
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ATT
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GIR
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CITY OFBATH INFO
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CR
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(16) 36"DECIDDO NOT ENTER
(11) 36""DECID
(2)24"CONIF
(2)24"DECID
MONITORIN
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OLD TRACK
TRAFF SIG LIN
E
MONITORIN
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RR SIG LIN
E
W
RR
RR
W
W
RR
W
W
RR
?
W
RR
RR
T
W
W
RR
T
Sill EL
T
RR
W
W
Sill EL
RR
T
?
RR
T
RR
RR
RR
W
T
W
W
W
W
RR
WELL
BM
IPF
IPF
IPF
IPF
IPFIPF
IPF
IPF
IPF
IPF
IPF
IPF
11
GENERAL PLANS (4 OF 4)
1
2/16 DRAINAGE
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\HIGHWAY\MSTA\011_HDPlan4.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
145
NHPP - 1927(300)
COMMERCIAL ST
WASHIN
GTO
N ST
VINE ST
COMMERCIAL ST
WASHIN
GTO
N ST
CENTRE ST
CENTRE ST
MIL
L A
ND
OV
ER
LA
Y
LIM
IT
S O
F 2
"
MIL
L A
ND
2" O
VE
RL
AY
LIM
IT
S O
F 2
•"
MIL
L A
ND
OV
ER
LA
Y
LIM
IT
S O
F 2
"
TO
GR
AD
E
AD
JU
ST
CB
CU
RB
TY
PE
1
RE
MO
VE
AN
D R
ES
ET
MIL
L A
ND
OV
ER
LA
Y
LIM
IT
S O
F 2
"
TO
GR
AD
E
AD
JU
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MIL
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ND
OV
ER
LA
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LIM
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S O
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WATER ST
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SCHOOL ST
W/CURB TYPE 1
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WALK
W/C
UR
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YP
E 1
CO
NS
TR
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' S
IDE
WA
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AS
DIR
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TR
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AL
EX
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OR
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OF
PA
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PE
1
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TO
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INS
TA
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CB
TY
PE
B1
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INS
TA
LL
CB
TY
PE
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INS
TA
LL
CB
Scale o
f F
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25
02
550
SU
PE
RS
TR
UC
TU
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NO
T S
HO
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)
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EW
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RL
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EC
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CO
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RC
P C
LA
SS
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IN
ST
AL
L 3
6" X
14
'
1393+001394+00
1395+001396+00
1397+00
HOUSING GROUP
SIX AND-KEN VALLEY
A-3
A-1
SERRENE GAGNON
PETER GAGNON
CREDIT U
NIO
NBIW
FIVE CO
UNTY
CREDIT UNION
BIW FIVE COUNTY
JPM PRODUCTIONS, LLC
WEBBER ENERG
Y G
ASOLIN
E
SO
M -
DOT
SO
M -
DOT
D.O.T. FIL
E N
O. 12-1
04
D.O.T. FIL
E N
O. 12-1
04
D.O.T. FIL
E N
O. 12-8
4A
SOM -
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D.O.
T. FIL
E NO.
100A
EASEMENT LI
NE - D
.O.T FIL
E NO.
12-
100A
D.O.
T. FIL
E NO.
12-
104
L.O.W.P.
0+00
1+00
2+00
3+00
4+00
POB =
STA. 0+
00.00
PC =
STA. 0+14.32
PT = STA. 4
+50.27
POE = STA. 4
+65.19
E = 35.64'
T = 225.41'
L = 435.95'
R = 695.09'
PI = 2+39.73
RR CURVE D
ATA #1
13
88
+0
01
38
9+
00
13
90
+0
01
39
1+
00
13
92
+0
01
39
3+
00
13
94
+0
01
39
5+
00
0+00
1+00
3.0'
SC
HO
OL ST
WASHINGTON ST
FRANKLIN ST
4
6
8 7
59
16
17
18
19 20
21
23
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PE
NIN
G
CO
MM
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CIA
L E
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RA
NC
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PE
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CO
MM
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RA
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45.8
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PE
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CO
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20
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PE
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G
CO
MM
ER
CIA
L E
NT
RA
NC
E
MIDDLE ST
168169
30.0'
R
29.0'
R
30.0'
R
22
23
24
25
262
728
29
30
31
32
33
34
35 36
37
38
39
40
41
42
4344
45
46
47
48
49
50
51
52
53 54
35
36
37
38
39
434
44
5
46
47
21
A21B
15
17
Scale o
f F
eet
PL
AN
25
02
550
(2 OF 4)
CURB LAYOUT PLANS
1
1
DRAINAGE2/16
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\MSTA\017_HDPlan-Geometric2.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
14
5
NHPP - 1927(300)
13
88
+0
01
38
9+
00
13
90
+0
01
39
1+
00
13
92
+0
01
39
3+
00
13
94
+0
01
39
5+
00
0+00
1+00S
L
SL
SL
12.0
'
12
.0'
12
.0'
SWSL
SYSL
2.0'
SWSL
SYSL
SWSL
12.0'
2.0'
SWSL
12.0'
VARIES
6.0'
SYSL
12
.0'
12
.0'
12
.0'
1.2'
1.0
'
8.0'
12
.0'
6.0
'S
WS
L SY
SL
SY
SL
SW
DL
SW
SL
SW
SL
SW
SL
8.8'
11.0'
10.0'
11.0'
10.0'
11.0'
11.0'
10.0'
3.0'
SYSL
SW
DL
DYSL
DYSL
SWSL
SWSL
SWSL
SWSL
SWSL
SWSL
SWSL
DYSL
SY
MB
OL
D
ES
CR
IP
TIO
NS
YM
BO
L
DE
SC
RIP
TIO
N
ST
RIP
ING
LE
GE
ND
Str
aig
ht
Arrow
Pavem
ent
Markin
g
ON
LY
Pavm
ent
Mark
ing
Sto
p L
ine -
24
" W
ide
Do
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le Y
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ow
So
lid
Lin
e
Sin
gle
Yell
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Soli
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ine
Sin
gle
Wh
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Whit
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SL
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SL
SY
SL
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DL
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Str
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Rig
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Pavem
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Left/
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Arro
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av
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Rig
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Pavem
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g
Left
Arro
w P
av
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en
t M
ark
ingMIDDLE S
T
SC
HO
OL ST
WASHINGTON ST
FRANKLIN ST
3.4
'
3.8'
4.0
'
4.0'
SL
SL
6.0'
12
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8.0
'
SWSL
EB
OM
3-L
IN
ST
AL
LE
D O
N P
IE
R
OM
3-L
IN
ST
AL
LE
D O
N P
IE
RO
M3
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IN
ST
AL
LE
D O
N P
IE
R
EB
OM
3-L
IN
ST
AL
LE
D O
N P
IE
R
WB
WB
11.4'
11.4'
W16-7
p
W1
1-2
W16-7
p
W1
1-2
SL
SL
LEE
MA
N
HIG
HW
AY
CO
MM
ERCIA
L ST
LEE
MA
N
HIG
HW
AY
6.0'
11.9
'
SYSL
SYSL
SY
SL
30.0'
R
29.0'
R
30.0'
R
21
PLANS (2 OF 4)
STRIPING & SIGNING
Scale o
f F
eet
PL
AN
25
02
550
DRAINAGE2/16
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
HIGHWAY Division: Filename:...\MSTA\021_HDPlan-Striping2.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
14
5
NHPP - 1927(300)
50
55
60
65
70
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
13
83
+5
0.0
0
50
55
60
65
70
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
45
50
55
60
65
70
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
1384+
00.0
0
45
50
55
60
65
70
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-25
-30
-35
-40
-45
-5
0-5
5-60
-65
-70
ST
A. 1383+
66.9
0
ST
A.
13
83
+6
5.9
4 ST
A. 1383+
66.3
8
20.4
2 R
T.
ST
A. 1383+
39.0
2
21.1
2 R
T.
ST
A. 1383+
38.8
9
22
.64
RT
.
ST
A.
13
83
+3
9.6
3
58
.45
RT
.
ST
A.
13
83
+6
7.1
8
61.5
9 R
T.
ST
A.
13
83
+6
5.4
2
64
.43
RT
.
ST
A.
13
83
+3
0.0
8
EX
IST
. 3
6" S
Q C
B
ST
A. 1383+
85.7
2
ST
A. 1383+
87.2
1
ST
A.
13
83
+8
5.9
3
22.9
6 L
T.
22.2
3 L
T.
20
.92
LT
.
57.8
4 L
T.
57.6
8 L
T.
57
.00
LT
.
-6.0
% EX
IST
. C
B
4.0
%
4.0
%
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y2.0
%2.0
%
MATCH
MATCH
56
.23
57
.27
-3.0:1
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
-6.0
%
CROSS SECTIONS
26
EX
IST
. C
B
EX
IST
. C
B
EX
IST
. 2
4"S
Q W
/CU
RB
IN
LE
T C
B
EX
IST
. 15" R
CP
,E
XIS
T. 15" R
CP
,
EX
IST
. 15" R
CP
,E
XIS
T. 12" R
CP
,
EX
IST
. 15" R
CP
,
EX
IST
. 8" R
CP
,
EX
IST
. U
TIL
. P
OL
E
50
55
60
65
70
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
1383+
00.0
0
50
55
60
65
70
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
ST
A.
13
82
+8
5.9
0
45.2
0 R
T.
EX
IST
. 12",R
CP
,
ST
A.
13
83
+2
3.6
6
EX
IST
. U
TIL
. P
OL
E
53
.02
LT
.
Sta
. 1383+
00.0
0 t
o S
ta. 1384+
00.0
0
ST
A. 1383+
23.8
8
46
.14
RT
.
EX
IST
. C
B
45
45
40
40
RE
MO
VE
15" R
CP
15
"
IN
49.0
1
OU
T 4
7.9
2
24
" U
D
EL
. 49.2
4
CU
LV
ER
T P
IP
E R
CP
III
INS
TA
LL
15" X
141'
FR
OM
ST
A. 1383+
59.5
, 6.0
' L
T T
O S
TA
. 1385+
00, 6.0
' L
T
UN
DE
RD
RA
IN
PIP
E T
YP
E C
IN
ST
AL
L 2
4" X
23
4'
FR
OM
ST
A.
13
83
+6
8.5
, 2
1.7
' L
T T
O S
TA
. 1
38
6+
02
.0,
21
.0' L
T
DIR
EC
TE
D
CO
NN
EC
T A
S
BE
GIN
2" M
ILL
AN
D O
VE
RL
AY
ST
A. 1383+
50 R
T
BE
GIN
1.5
" M
ILL
AN
D O
VE
RL
AY
ST
A. 1383+
50
BE
GIN
2" M
ILL
AN
D O
VE
RL
AY
ST
A. 1383+
50, L
T
CU
LV
ER
T P
IP
E R
CP
IN
ST
AL
L 1
5" X
13'
FR
OM
ST
A.
13
83
+5
7.6
, 8
.7' L
T T
O S
TA
. 1
38
3+
66
.0, 1
9.2
' L
T
MA
TC
H I
NT
O C
RA
SH
CU
SH
ION
AS
DIR
EC
TE
D
ST
A. 1383+
50 T
O S
TA
. 1383+
54, R
T
BE
GIN
FU
LL
CO
NS
TR
UC
TIO
N
EN
D T
RA
NS
ITIO
N
ST
A.
13
84
+0
0
BE
GIN
TR
AN
SIT
ION
BE
GIN
FU
LL
DE
PT
H P
AV
EM
EN
T
EN
D 1
.5" M
ILL
AN
D O
VE
RL
AY
ST
A. 1383+
75
EL
. 55.4
3
EL
. 53.0
8
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
24"
6' D
IA
ME
TE
R, 1 1
/8 E
A
IN
ST
AL
L C
B T
YP
E B
1-C
ST
A.
13
83
+6
6.0
, 2
1.7
' L
T
C L
C L
EO
PE
OP
EO
PE
OP
EO
PE
OP
EO
PE
OP
C L
EO
PE
OP
EL
. 46.3
5
IN
48.6
7
IN
49.6
0
RC
P A
S N
EE
DE
D
RE
MO
VE
EX
IS
T.
15
"
CA
P A
ND
AB
AN
DO
N
OU
T 4
8.7
6
GR
AT
E E
L.
54
.68
CO
VE
R E
L.
56
.97
IN
48.5
3
24" R
CP
S=1.2
%
(FO
R F
UT
UR
E C
ON
NE
CT
ION
BY
OT
HE
RS
)
CU
LV
ER
T P
IP
E R
CP
W/C
AP
IN
ST
AL
L 2
4" X
4'
FR
OM
ST
A. 1383+
65.9
, 23.7
' L
T T
O S
TA
. 1383+
66.0
, 27.9
' L
T
1 2
/8 E
A
SO
LID
CO
VE
R, 6' D
IAM
ET
ER
IN
ST
AL
L C
B T
YP
E B
1 W
/
ST
A 1
383+
56.5
', 6
.0' L
T
RCP
24"
15" RCP
1
1
DRAINAGE2/16
Str
eet
Pie
r (
Typ.)
Ex
isti
ng
Hig
h
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\00\HIGHWAY\MSTA\Xsect.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
14
5
NHPP - 1927(300)
45
50
55
60
65
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
13
84
+5
0.0
0
45
50
55
60
65
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
40
45
50
55
60
65
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
13
85
+0
0.0
0
40
45
50
55
60
65
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
35
40
45
50
55
60
65
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
13
85
+5
0.0
0
35
40
45
50
55
60
65
30
35
40
45
50
55
60
65
70
-30
-35
-40
-45
-5
0-5
5-60
-65
-70
ST
A.
13
84
+9
8.2
8
EX
IST
. 12" R
CP
,
ST
A.
13
84
+9
8.3
1
11
.92
RT
.
ST
A.
13
84
+9
8.2
2
12
.99
RT
.
ST
A.
13
84
+9
8.1
5
18.2
4 R
T.
ST
A.
13
85
+6
7.2
9
20
.61
RT
.
ST
A. 1385+
66.0
7
ST
A.
13
85
+4
9.9
6
45.0
0 R
T.
ST
A.
13
85
+5
0.3
7
12.9
1 L
T. 1
1.8
9 L
T.
44.2
1 R
T.
EX
IST
. 1
5" R
CP
-6.0
%
-6.0
%
4.0
%
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
4.0
%
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
4.0
%
2.0
%2.0
%
55.4
3
2.0
%2.0
%
55.6
2
-6.0
%
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
-6.0
%
CROSS SECTIONS
27
EX
IST
. C
BE
XIS
T. C
B
EX
IST
. C
B
EX
IST
. 1
5"R
CP
EX
IST
. 12" R
CP
,
EX
IST
. 1
5"R
CP
IN
ST
AL
L C
B B
1-C
, 1
„E
A
ST
A 1
385+
63, 25.1
' R
T.
AD
JU
ST
TO
GR
AD
E
Sta
. 1384+
50.0
0 t
o S
ta. 1385+
50.0
0
EXISTING R.O.W. LINE
EXISTING R.O.W. LINE
05
10
15
20
25
-5
-10
-15
-2
0-25
19
.39
RT
.
ST
A.
13
85
+6
7.0
9
-6.0
%
55
.66
2.0
%2.0
%
-6.0
%
EX
IST
. C
B
RE
MO
VE
RE
MO
VE
1 E
A
IN
ST
AL
L C
B T
YP
E A
5-C
ST
A. 1385+
01.5
, 14.5
' L
T
1 E
A
IN
ST
AL
L C
B T
YP
E A
5-C
ST
A.
13
85
+0
1.5
, 1
4.5
' R
T
CU
LV
ER
T P
IP
E R
CP
III
IN
ST
AL
L 1
5" X
5'
FR
OM
ST
A. 1385+
01.5
, 12.5
' L
T T
O S
TA
. 1385+
01.5
, 8.0
' L
T
15
"
15
"
UN
DE
RD
RA
IN
PIP
E T
YP
E C
IN
ST
AL
L 1
5" X
19
5'
FR
OM
ST
A. 1385+
65, 24.6
' R
T T
O S
TA
. 1387+
60.0
, 27.1
' R
T
15" R
CP
OU
T 4
9.7
4
EL
. 49.4
9
15
" U
D
OU
T 3
7.7
9
RE
MO
VE
ST
A.
13
85
+7
9.6
1
0.3
5 L
T.
EX
IST
. C
B B
UR
IED
PE
R A
S-B
UIL
TS
EX
IST
. 1
5"R
CP
EX
IST
. 12" R
CP
,
SO
LID
CO
VE
R,
1 E
A
IN
ST
AL
L C
B T
YP
E B
1 W
/
ST
A.
13
85
+0
2,
6' L
T
CU
LV
ER
T P
IP
E R
CP
IN
ST
AL
L 1
5" X
17
'
FR
OM
ST
A.
13
85
+0
1.5
, 1
2.5
' R
T T
O S
TA
. 1
38
5+
01
.5,
4.0
' L
T EL
. 50.5
4
EL
. 4
7.8
1
EL
. 44.8
9
RE
MO
VE
SU
RV
EY
OF
EX
IS
TIN
G L
ED
GE
FA
CE
IS
AP
PR
OX
IM
AT
E
ST
A. 1384+
50 T
O 1
388+
00 L
T
24"
24"
24"
C L
C L
EO
PE
OP
EO
P
EO
P
EO
P
EO
PE
OP
EO
P
EO
PE
OP
EO
P
AS
DIR
EC
TE
D
CO
NN
EC
T T
O E
XIS
TIN
G
C L
OU
T 5
0.0
7
OU
T 5
0.0
7
EL
. 39.0
9
EL
. 43.9
3
EL
. 4
1.5
1
IN
50
.05
RE
MO
VE
AB
AN
DO
N
CA
P A
ND
GR
AT
E E
L.
55
.01
GR
AT
E E
L.
55
.01
IN
49.9
9
CO
VE
R E
L. 55.2
8
GR
AT
E E
L.
44
.39
115" R
CP
1
15" R
CP
DRAINAGE2/16
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\00\HIGHWAY\MSTA\Xsect.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
14
5
NHPP - 1927(300)
(T
YP
.)
1.5
'
Superstr
uctu
re
Rem
ove E
xis
ting
Pie
r C
ap
an
d C
olu
mn
Rem
ov
e E
xis
tin
g
30
35
40
45
50
55
60
65
70
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
13
86
+5
5.0
0
30
35
40
45
50
55
60
65
70
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-25
-30
-35
-40
-45
-5
0-5
5-60
-65
-70
-4.0
%-2.4
%
CROSS SECTIONS
28
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
4.0
%
EXISTING R.O.W. LINE
24"
35
40
45
50
55
60
65
70
75
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-5
0-55
-60
-65
-70
1386+
00.0
0
35
40
45
50
55
60
65
70
75
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-5
0-5
5-60
-65
-70
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
ST
A.
13
86
+0
4.7
4
ST
A. 1386+
03.6
3
EX
IST
. 15",R
CP
,
ST
A. 1385+
90.2
7
ST
A.
13
85
+8
9.9
6
ST
A.
13
85
+8
9.7
7
EX
IS
T.
ST
A. 1386+
00.0
016.9
2 R
T.
EX
IS
T.
ST
A. 1386+
00.0
0
EX
IST
. S
IZE
UN
KN
OW
N
ST
A.
13
86
+0
3.3
2
W/
FL
AT
TO
P,
1 E
A
IN
ST
AL
L C
B T
YP
E B
1-C
ST
A.
13
86
+0
4,
45
.2' L
T
1 E
A
IN
ST
AL
L C
B T
YP
E B
1-C
ST
A.
13
86
+0
4,
21
.0' L
T
4.0
%
15
"
UN
DE
RD
RA
IN
PIP
E T
YP
E C
IN
ST
AL
L 2
4" X
19
3'
FR
OM
ST
A.
13
86
+0
6,
21
.0' L
T T
O S
TA
. 1
38
7+
98
, 2
0' L
T
15
"
OU
T 3
7.4
3
Sta
. 1386+
00.0
0 t
o S
ta. 1386+
55.0
0
IN
37.3
1
24" U
D
OU
T 3
6.3
5
24" U
D
IN
36.5
7
-4.0
%-2.4
%
EX
IST
. 15",R
CP
,
EXISTING R.O.W. LINE
CU
LV
ER
T P
IP
E R
CP
IN
ST
AL
L 1
2" X
22
'
FR
OM
ST
A.
13
86
+0
4,
43
.2' L
T T
O S
TA
. 1
38
6+
04
, 2
3' L
T
EX
IST
. C
B
EX
IST
. C
B EX
IST
. 1
5"R
CP
EX
IST
. 1
5"R
CP
17.1
7 L
T.
18.6
7 L
T.
18.4
0 L
T.
20
.81
LT
.
45.2
2 L
T.
44.3
3 L
T.
45.3
0 L
T.
EL
. 42.4
9
EL
. 3
9.7
6
SU
RV
EY
OF
EX
IS
TIN
G L
ED
GE
FA
CE
IS
AP
PR
OX
IM
AT
E
ST
A. 1384+
50 T
O 1
388+
00 L
T
EO
PE
OP
EO
PE
OP
EL
. 34.0
6
EO
P
EL
. 35.9
7
EL
. 3
3.2
5
EO
P
GR
AT
E E
L. 41.8
2G
RA
TE
EL
. 42.1
4
DRAINAGE2/16
1 12
" R
CP
É C
onstr
ucti
on (
Pie
r N
o. 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
HIGHWAY Division: Filename:...\00\HIGHWAY\MSTA\Xsect.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
14
5
NHPP - 1927(300)
Superstr
uctu
re
Rem
ov
e E
xis
tin
g
Pie
r C
ap
an
d C
olu
mn
Rem
ove E
xis
ting
25
30
35
40
45
50
55
60
65
05
10
15
20
25
30
35
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
1387+
76.0
0
25
30
35
40
45
50
55
60
65
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
ST
A.
13
87
+9
8.6
1
ST
A.
13
88
+0
0.8
3
ST
A.
13
87
+9
9.8
7
ST
A.
13
87
+9
9.5
6
ST
A.
13
87
+8
5.0
1
ST
A. 1387+
84.4
2
ST
A. 1387+
83.7
6
15
.40
RT
.
ST
A.
13
87
+6
7.5
7
16.3
9 R
T.
ST
A. 1387+
67.6
4
17.3
9 R
T.
ST
A. 1387+
66.9
8
42
.91
RT
.
ST
A. 1387+
52.7
1
43
.91
RT
.
ST
A.
13
87
+5
2.6
4
44.5
9 R
T.
ST
A.
13
87
+5
1.7
1
-4.0
%-5.7
%
CROSS SECTIONS
30
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
YA
S D
IR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
43.6
5 L
T.
43.6
4 L
T.
42.4
5 L
T.
43.1
4 L
T.
17.6
0 L
T.
15.2
7 L
T.
16.2
8 L
T.
EX
IST
. C
B
EX
IST
. C
BE
XIS
T. C
B
EX
IST
. C
B
EX
IST
. 12" R
CP
,
EX
IST
. 6" R
CP
,
EX
IST
. 12" R
CP
,
RE
MO
VE
AD
JU
ST
TO
GR
AD
E
EX
IST
. 1
5" R
CP
EX
IST
. 1
5" R
CP
EX
IST
. 1
5" R
CP
EX
IST
. 1
5" R
CP
EX
IST
. 6" R
CP
,
EX
IST
. 12" R
CP
,
40
EXISTING R.O.W. LINE
24"
IN
ST
AL
L C
B B
1-C
, 1„E
A
ST
A 1
387+
62, 27.1
' R
T
RE
MO
VE
CA
P A
ND
AB
AN
DO
N
CA
P A
ND
AB
AN
DO
N
CA
P A
ND
AB
AN
DO
N
CA
P A
ND
AB
AN
DO
N
25
30
35
40
45
50
55
60
65
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-5
0-5
5-60
-65
-70
13
88
+0
0.0
0
25
30
35
40
45
50
55
60
65
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
15
" U
D
IN
28.1
5
15
" U
D
OU
T 2
7.9
0
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
15
" U
D
IN
27
.74
OU
T 2
7.4
9
IN
27
.31
24" U
D
IN
27
.38
12" R
CP
OU
T 2
6.3
6
INS
TA
LL
CB
B1
-C,
1 E
A
ST
A 1
388+
00, 23.5
' R
T
INS
TA
LL
CB
B1
-C,
1 E
A
ST
A 1
38
8+
00
, 2
0.0
' L
T
INS
TA
LL
CB
B1
-C,
1 E
A
ST
A 1
38
8+
00
, 4
3.0
' L
T
-4.0
%-6.2
%
EXISTING R.O.W. LINE
CU
LV
ER
T P
IP
E R
CP
IN
ST
AL
L 2
4" X
12
'
FR
OM
ST
A. 1388+
00, 22.0
' L
T T
O S
TA
. 1388+
06, 28.0
' L
T
CU
LV
ER
T P
IP
E R
CP
IN
ST
AL
L 1
5" X
40
'
FR
OM
ST
A.
13
88
+0
0,
21
.5' R
T T
O S
TA
. 1
38
8+
00
, 1
8' L
T
Sta
. 1
38
7+
76
.00
to
13
88
+0
0.0
0
UN
DE
RD
RA
IN
PIP
E T
YP
E C
IN
ST
AL
L 1
5" X
35
'
FR
OM
ST
A. 1387+
63.9
, 26.9
' R
T T
O S
TA
. 1387+
98.0
, 23.7
' R
T
SU
RV
EY
OF
EX
IS
TIN
G L
ED
GE
FA
CE
IS
AP
PR
OX
IM
AT
E
ST
A. 1384+
50 T
O 1
388+
00 L
T
OU
T 2
7.0
6
*S
EE
NO
TE
ON
GE
NE
RA
L P
LA
N S
HE
ET
2 O
F 4
EO
PE
OP
EO
PE
OP
EL
. 2
8.4
1
EO
PE
OP
GR
AT
E E
L.
34
.63
GR
AT
E E
L.
33
.19
GR
AT
E E
L. 32.8
5
DRAINAGE2/16
CU
LV
ER
T P
IP
E R
CP
IN
ST
AL
L 1
2" X
10'
FR
OM
ST
A. 1388+
02, 42.1
' L
T T
O S
TA
. 1388+
05, 36.6
' L
T
CB
W/S
OL
ID
CO
VE
R
ST
A 1
388+
09, 32.4
' L
T*
12" RCP
24" RCP
1
1
1
1
11
5" R
CP
1
É C
onstr
ucti
on (
Pie
r N
o. 3)
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\00\HIGHWAY\MSTA\Xsect.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
14
5
NHPP - 1927(300)
Superstr
uctu
re
Rem
ov
e E
xis
tin
g
Pie
r C
ap
an
d C
olu
mn
Rem
ove E
xis
ting
25
30
35
40
45
50
55
60
65
70
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
1388+
37.0
0
25
30
35
40
45
50
55
60
65
70
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-5
0-5
5-60
-65
-70
-4.6
%-4.0
%
CROSS SECTIONS
31
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
Sta
. 1
38
8+
37
.00
EXISTING R.O.W. LINE
EXISTING R.O.W. LINE
EO
PE
OP
EO
PE
OP
DRAINAGE2/16
1
* S
EE
NO
TE
ON
GE
NE
RA
L P
LA
N S
HE
ET
2 O
F 4
É C
onstr
ucti
on (
Pie
r N
o. 4)
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\00\HIGHWAY\MSTA\Xsect.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
14
5
NHPP - 1927(300)
Su
perstr
uctu
re
Rem
ov
e E
xis
tin
g
Pie
r C
ap
an
d C
olu
mn
Rem
ove E
xis
ting
20
25
30
35
40
45
50
55
60
65
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
1388+
97.0
0
20
25
30
35
40
45
50
55
60
65
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-5
0-5
5-60
-65
-70
-5.7
%-4.0
%
CROSS SECTIONS
32
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
DIR
EC
TE
D I
N P
AV
ED
DR
IV
E
GR
IN
D B
UT
T J
OIN
T A
S
ST
A. 1388+
91 L
T
Sta
. 1
38
8+
97
.00
EXISTING R.O.W. LINE
EXISTING R.O.W. LINE
EO
PE
OP
EO
PE
OP
DRAINAGE2/16
1
* S
EE
NO
TE
ON
GE
NE
RA
L P
LA
N S
HE
ET
2 O
F 4
É C
onstr
ucti
on (
Pie
r N
o. 5)
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\00\HIGHWAY\MSTA\Xsect.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
14
5
NHPP - 1927(300)
Su
perstr
uctu
re
Rem
ove E
xis
ting
Pie
r C
ap
an
d C
olu
mn
Rem
ov
e E
xis
tin
g
20
25
30
35
40
45
50
55
60
65
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
13
89
+5
8.0
0
20
25
30
35
40
45
50
55
60
65
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-5
0-5
5-60
-65
-70
2.8
7 R
T.
ST
A.
13
89
+6
8.2
1
3.5
9 R
T.
ST
A. 1389+
67.6
7
4.8
0 R
T.
ST
A. 1389+
67.6
861.1
1 R
T.
ST
A.
13
89
+5
0.0
7
62
.16
RT
.
ST
A. 1389+
50.5
9
66.1
2 R
T.
EX
IS
T. 7/7
4,
ST
A.
13
89
+8
3.3
9
69
.30
RT
.
EX
IS
T.
VZ
74
/74
,
ST
A.
13
89
+8
2.5
5
CROSS SECTIONS
33
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
MID
DL
E S
T
EX
IST
. C
B
EX
IST
. C
B
W/
CU
RB
TY
PE
3
CO
NS
TR
UC
T 4
' S
IDE
WA
LK
ST
A.
13
89
+5
0 L
T T
O M
ID
DL
E S
T
AD
JU
ST
TO
GR
AD
E
AS
DIR
EC
TE
D
GR
IN
D B
UT
T J
OIN
T
EX
IST
. 12"C
MP
EX
IST
. 1
2" C
MP
-4.0
%-6.2
%
W/
DE
TE
CT
AB
LE
WA
RN
ING
FIE
LD
CO
NS
TR
UC
T P
ED
ES
TR
IAN
RA
MP
ST
A.
13
89
+4
7 L
T
AN
D C
UR
B T
YP
E 3
W/
DE
TE
CT
AB
LE
WA
RN
IN
G F
IE
LD
S
CO
NS
TR
UC
T P
ED
ES
TR
IAN
RA
MP
S
ST
A. 1389+
44 R
T
Sta
. 1
38
9+
58
.00
EXISTING R.O.W. LINE
4.0
0'
EX
IST
. 1
2" C
MP
AS
DIR
EC
TE
D
WIT
H D
ET
EC
TA
BL
E W
AR
NIN
G F
IEL
DS
CO
NS
TR
UC
T M
ED
IAN
PE
DE
ST
RIA
N C
RO
SS
ING
ST
A.
13
89
+4
7
*S
EE
NO
TE
ON
GE
NE
RA
L P
LA
N S
HE
ET
2 O
F 4
EO
PE
OP
CB
W/S
OL
ID
CO
VE
R
ST
A.
13
89
+8
2,
29
.4' L
T*
1
DRAINAGE2/16
É C
onstr
ucti
on (
Pie
r N
o. 6)
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\00\HIGHWAY\MSTA\Xsect.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
14
5
NHPP - 1927(300)
Pie
r C
ap
an
d C
olu
mn
Rem
ov
e E
xis
tin
g
Su
perstr
uctu
re
Rem
ov
e E
xis
tin
g
15
20
25
30
35
40
45
50
55
60
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
1390+
22.0
0
15
20
25
30
35
40
45
50
55
60
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-5
0-5
5-60
-65
-70
ST
A.
13
89
+9
5.8
6
ST
A.
13
89
+9
5.3
2
ST
A.
13
89
+9
6.3
6
ST
A.
13
90
+0
2.0
9S
TA
. 1390+
01.3
8
ST
A.
13
90
+0
3.4
3
-4.2
%-4.0
%
CROSS SECTIONS
34
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y61.7
3 L
T. 60
.85
LT
.
60
.84
LT
.
38.2
4 L
T.
37.4
0 L
T.
37.1
6 L
T.
EX
IST
. C
B
EX
IST
. 12" R
CP
,
EX
IST
. 12" R
CP
,
37.2
3 L
T.
EX
IST
. M
H
ST
A.
13
90
+0
2.5
1
AS
DIR
EC
TE
D
AN
D B
AC
KU
P W
/ IT
EM
411.1
0
CO
NS
TR
UC
T P
AV
ED
AP
RO
N
ST
A.
13
90
+5
1 R
T
AS
DIR
EC
TE
D I
N P
AV
ED
DR
IV
E
GR
IN
D B
UT
T J
OIN
T A
S
ST
A.
13
90
+1
0 R
T
EX
IST
. 12" R
CP
,
EX
IST
. 24" R
CP
,
EX
IST
. 24" R
CP
,
MID
DL
E S
TR
EE
T
Sta
. 1
39
0+
22
.00
EXISTING R.O.W. LINE
1.2
%
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AD
JU
ST
TO
GR
AD
E
EL
. 2
4.2
9
EO
PE
OP
1
CB
B1-C
ST
A. 1389+
96, 61.7
' L
T*
1
* S
EE
NO
TE
ON
GE
NE
RA
L P
LA
N S
HE
ET
2 O
F 4
DRAINAGE2/16
É C
on
str
ucti
on
(P
ier N
o. 7
)
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\00\HIGHWAY\MSTA\Xsect.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
14
5
NHPP - 1927(300)
Su
perstr
uctu
re
Rem
ove E
xis
ting
Pie
r C
ap
an
d C
olu
mn
Rem
ov
e E
xis
tin
g
É C
onstr
ucti
on (
Pie
r N
o.
8)
15
20
25
30
35
40
45
50
55
60
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
13
90
+8
5.0
0
15
20
25
30
35
40
45
50
55
60
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-5
0-5
5-60
-65
-70
-4.4
%-4.0
%
CROSS SECTIONS
35
4.0
%4.0
%
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
Sta
. 1
39
0+
85
.00
EXISTING R.O.W. LINE
EXISTING R.O.W. LINE
EL
. 22.2
5E
L.
22
.46
EO
PE
OP
EO
PE
OP
* S
EE
NO
TE
ON
GE
NE
RA
L P
LA
N S
HE
ET
2 O
F 4
1
DRAINAGE2/16
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\00\HIGHWAY\MSTA\Xsect.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
14
5
NHPP - 1927(300)
Su
perstr
uctu
re
Rem
ove E
xis
ting
Pie
r C
ap
an
d C
olu
mn
Rem
ov
e E
xis
tin
g
É C
onstr
ucti
on (
Pie
r N
o. 9)
10
15
20
25
30
35
40
45
50
55
60
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
1391+
49.0
0
10
15
20
25
30
35
40
45
50
55
60
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-5
0-5
5-60
-65
-70
ST
A.
13
91
+7
3.7
3
ST
A.
13
91
+7
2.4
5
ST
A. 1391+
74.0
6
ST
A. 1391+
56.7
8
0.2
9 R
T.
ST
A. 1391+
56.3
0
1.0
5 R
T.
ST
A. 1391+
56.4
0
34
.11
RT
.
ST
A. 1391+
68.5
6
34
.22
RT
.
ST
A. 1391+
69.5
935.1
6 R
T.
ST
A. 1391+
68.4
1
46.0
4 R
T.
ST
A.
13
91
+5
2.5
747.1
8 R
T.
ST
A.
13
91
+5
2.4
7
-4.0
%-6.6
%
CROSS SECTIONS
36
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
4.0
%
41.5
5 L
T.
41.3
6 L
T.
40
.88
LT
.
1.1
2 L
T.
EX
IST
. C
B
EX
IST
. C
B
EX
IST
. C
B
EX
IST
. C
B
EX
IST
. 12" R
CP
,
EX
IST
. 1
2" C
MP
EX
IST
. 1
2" C
MP
AD
JU
ST
TO
GR
AD
E
AD
JU
ST
TO
GR
AD
E
EX
IS
T.
30
" R
CP
,E
XIS
T.
24
" R
CP
,
Sta
. 1
39
1+
49
.00
EXISTING R.O.W. LINE
EXISTING R.O.W. LINE
EX
IST
. 1
2" C
MP
EX
IST
. 1
2" C
MP
AD
JU
ST
TO
GR
AD
EE
L.
20
.31
*S
EE
NO
TE
ON
GE
NE
RA
L P
LA
N S
HE
ET
2 O
F 4
EO
PE
OP
EO
PE
OP
1
CB
B1-C
ST
A.
13
91
+7
4,
41
.6' L
T*
CB
W/S
OL
ID
CO
VE
R
ST
A.
13
91
+6
5,
23
.3' L
T*
1
1
DRAINAGE2/16
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\00\HIGHWAY\MSTA\Xsect.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
14
5
NHPP - 1927(300)
Su
perstr
uctu
re
Rem
ov
e E
xis
tin
g
Pie
r C
ap
an
d C
olu
mn
Rem
ove E
xis
ting
É C
onstr
ucti
on (
Pie
r N
o. 10)
Superstr
uctu
re
Rem
ove E
xis
ting
Pie
r C
ap
an
d C
olu
mn
Rem
ove E
xis
ting
É C
on
str
ucti
on
(P
ier N
o.
11
)
10
15
20
25
30
35
40
45
50
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
1392+
13.0
0
10
15
20
25
30
35
40
45
50
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
10
15
20
25
30
35
40
45
50
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-5
0-5
5-60
-65
-70
1392+
76.0
0
10
15
20
25
30
35
40
45
50
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
Sta
. 1392+
13.0
0 t
o S
ta. 1392+
76.0
0
58
.46
RT
.
EX
IST
. C
MP
2.2
,
ST
A.
13
91
+8
4.3
3
36.3
6 R
T.
EX
IS
T.
30
",R
CP
,
ST
A.
13
92
+7
0.6
9
36
.38
RT
.
ST
A. 1392+
71.6
8
36
.49
RT
.
EX
IS
T. 36",R
CP
,
ST
A.
13
92
+7
2.7
3
-4.0
%-4.3
%
-4.0
%-6.5
%
CROSS SECTIONS
37
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
EX
IST
. C
B
W/
CU
RB
TY
PE
1
CO
NS
TR
UC
T 5
' S
IDE
WA
LK
ST
A.
1392+
09 T
O 1
392+
40 R
T
AD
JU
ST
TO
GR
AD
E
FR
AN
KL
IN S
TR
EE
T
EXISTING R.O.W. LINEEXISTING R.O.W. LINE
EXISTING R.O.W. LINE
5.00'
EO
PE
OP
EO
PE
OP
EO
PE
OP
EO
PE
OP
FO
R T
RE
AT
ME
NT
SE
E L
AN
DS
CA
PE
PL
AN
FO
R T
RE
AT
ME
NT
SE
E L
AN
DS
CA
PE
PL
AN
* S
EE
NO
TE
ON
GE
NE
RA
L P
LA
N S
HE
ET
2 O
F 4
1
* S
EE
NO
TE
ON
GE
NE
RA
L P
LA
N S
HE
ET
2 O
F 4
1
DRAINAGE2/16
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\00\HIGHWAY\MSTA\Xsect.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
14
5
NHPP - 1927(300)
Su
perstr
uctu
re
Rem
ove E
xis
ting
Pie
r C
ap
an
d C
olu
mn
Rem
ov
e E
xis
tin
g
É C
onstr
ucti
on (
Pie
r N
o. 12)
10
15
20
25
30
35
40
45
50
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-5
0-5
5-60
-65
-70
1393+
40.0
0
10
15
20
25
30
35
40
45
50
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
56.9
6 R
T.
ST
A. 1393+
68.1
5
61
.70
RT
.
-4.0
%
CROSS SECTIONS
38
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
-5.1%
EX
IST
. 1
2"P
INE
EX
IST
. 1
2"M
AP
LE
ST
A.
13
93
+4
4.2
8
EXISTING R.O.W. LINE
EXISTING R.O.W. LINE
510
15
20
25
30
35
40
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-5
0-55
-60
-65
-70
1393+
22.0
0
510
15
20
25
30
35
40
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
ST
A.
13
93
+2
2.7
4
ST
A.
13
93
+2
1.2
9
ST
A.
13
93
+2
2.2
0
ST
A.
13
93
+2
1.7
9
46.6
6 R
T.
ST
A.
13
93
+2
1.5
7
47
.56
RT
.
ST
A. 1393+
20.8
9
48.1
9 R
T.
EX
IST
. 18" R
CP
ST
A.
13
93
+2
0.0
9
48.3
9 R
T.
ST
A.
13
93
+2
1.5
0
26.9
5 L
T.
26.7
2 L
T.
26
.04
LT
.
24
.99
LT
.
Sta
. 1393+
22.0
0 t
o S
ta. 1393+
40.0
0
EX
IST
. M
H
EX
IST
. 3
0" R
CP
EX
IST
. 1
8" R
CP
EX
IST
. 24" R
CP
EX
IST
. 1
8" R
CP
EX
IST
. 1
0" P
VC
EX
IST
. M
H
5 0
5 0
AD
JU
ST
TO
GR
AD
E
*S
EE
NO
TE
ON
GE
NE
RA
L P
LA
N S
HE
ET
2 O
F 4
EO
PE
OP
EO
PE
OP
FO
R T
RE
AT
ME
NT
SE
E L
AN
DS
CA
PE
PL
AN
EO
PE
OP
2/16 DRAINAGE
CB
W/S
OL
ID
CO
VE
R
ST
A.
13
93
+3
2,
17
.4' L
T*
1
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
HIGHWAY Division: Filename:...\00\HIGHWAY\MSTA\Xsect.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
14
5
NHPP - 1927(300)
Su
perstr
uctu
re
Rem
ove E
xis
ting
Pie
r C
ap
an
d C
olu
mn
Rem
ov
e E
xis
tin
g
É C
onstr
ucti
on (
Pie
r N
o.
13)
510
15
20
25
30
35
40
45
50
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
13
94
+0
4.7
5
510
15
20
25
30
35
40
45
50
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-5
0-5
5-60
-65
-70
ST
A. 1394+
04.7
5S
TA
. 1394+
04.7
5
43
.22
RT
.
ST
A.
13
94
+1
1.7
243
.33
RT
.
ST
A. 1394+
10.5
1
43
.35
RT
.
ST
A.
13
94
+0
9.6
0
53
.36
RT
.
EX
IST
. C
MP
93S
,
ST
A.
13
94
+2
3.4
5
-4.0
%-12.5
%
CROSS SECTIONS
39
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
YA
S D
IR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y6
0.8
2 L
T.
44.2
1 L
T.
EX
IST
. C
BE
XIS
T.
BU
ILD
ING
EX
IST
. B
UIL
DIN
G
AD
JU
ST
TO
GR
AD
E
EX
IS
T.
30
" R
CP
,E
XIS
T.
30
" R
CP
,
AD
JU
ST
TO
GR
AD
E
Sta
. 1
39
4+
04
.75
EXISTING R.O.W. LINE
EXISTING R.O.W. LINE
510
15
20
25
30
35
40
45
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
13
94
+5
6.0
0
510
15
20
25
30
35
40
45
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
EX
IST
. 6
",P
VC
,
ST
A.
13
94
+4
1.7
9
ST
A.
13
94
+4
1.8
3
EX
IST
. 1
2",C
MP
,
ST
A.
13
94
+4
2.1
0
ST
A. 1394+
56.1
8
ST
A.
13
94
+5
4.5
7
ST
A.
13
94
+5
5.5
2
7.8
7 R
T.
ST
A.
13
94
+5
7.1
4
8.5
7 R
T.
ST
A.
13
94
+5
7.6
2
32.3
1 L
T.
31.3
0 L
T.
30
.44
LT
.
8.9
0 L
T.
8.8
7 L
T.
7.8
4 L
T.
-2.4
%-14.7
%
24" R
CP
IN
5.1
8
6" C
EL
LA
R
IN
6.9
6
12" O
PT
III
IN
6.4
6
36" R
CP
OU
T 4
.18
OU
T 6
.21
IN
6.1
8
IN
6.1
8
OU
T 6
.30
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
YA
S D
IR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
24"
INS
TA
LL
CB
A1
-C,
1 E
A
ST
A 1
39
4+
56
.0, 3
2.7
' L
T
UN
DE
RD
RA
IN
PIP
E O
UT
LE
T
IN
ST
AL
L 6
" X
15
'
FR
OM
ST
A.
13
94
+4
1.0
, 3
9.3
' L
T T
O S
TA
. 1
39
4+
54
.2,
33
.5' L
T
INS
TA
LL
CB
B1
-C,
1 E
A
ST
A 1
39
4+
55
.5,
7.7
' L
T
EL
. 5
.38
EX
IST
. 12"C
MP
EX
IST
. 12"C
MP
EX
IST
. C
B
EX
IST
. C
B
EX
IST
. C
BR
EM
OV
ER
EM
OV
E
CU
LV
ER
T P
IP
E R
CP
IN
ST
AL
L 2
4" X
116'
FR
OM
ST
A.
13
93
+3
7.3
, 1
7.6
' L
T T
O S
TA
. 1
39
4+
53
.9,
23
.3' L
T
CU
LV
ER
T P
IP
E R
CP
IN
ST
AL
L 1
2" X
22
'
FR
OM
ST
A.
13
94
+5
7.0
, 3
3.7
' L
T T
O S
TA
. 1
39
4+
76
.2,
44
.9' L
T
CU
LV
ER
T P
IP
E R
CP
IN
ST
AL
L 1
2" X
5'
FR
OM
ST
A. 1394+
55.9
, 26.3
' L
T T
O S
TA
. 1394+
56.0
, 30.7
' L
T
CU
LV
ER
T P
IP
E R
CP
IN
ST
AL
L 3
6" X
138'
FR
OM
ST
A. 1394+
58.9
, 23.3
' L
T T
O S
TA
. 1395+
97.7
, 20.8
' L
T
CU
LV
ER
T P
IP
E R
CP
IN
ST
AL
L 1
2" X
12'
FR
OM
ST
A.
13
94
+5
5.5
, 9
.7' L
T T
O S
TA
. 1
39
4+
55
.9,
20
.3' L
T
EX
IST
. 12"C
MP
6' D
IAM
ET
ER
W/S
OL
ID C
OV
ER
, 1 E
A
IN
ST
AL
L C
B T
YP
E B
1
ST
A 1
394+
55.9
, 23.3
' L
T
EO
PE
OP
EO
PE
OP
FO
R T
RE
AT
ME
NT
SE
E L
AN
DS
CA
PE
PL
AN
RE
MO
VE
GR
AT
E E
L.
12
.07
CO
VE
R E
L.
12
.18
GR
AT
E E
L.
12
.18
FO
R T
RE
AT
ME
NT
SE
E L
AN
DS
CA
PE
PL
AN
2/16 DRAINAGE
12" R
CP
12" RCP
1
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
HIGHWAY Division: Filename:...\00\HIGHWAY\MSTA\Xsect.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
14
5
NHPP - 1927(300)
Superstr
uctu
re
Rem
ov
e E
xis
tin
g
Pie
r C
ap
an
d C
olu
mn
Rem
ove E
xis
ting
Su
perstr
uctu
re
Rem
ov
e E
xis
tin
g
Pie
r C
ap
an
d C
olu
mn
Rem
ov
e E
xis
tin
g
É C
on
str
ucti
on
(P
ier N
o.
15
)
É C
onstr
ucti
on (
Pie
r N
o. 14)
510
15
20
25
30
35
40
45
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
1394+
69.5
0
510
15
20
25
30
35
40
45
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
510
15
20
25
30
35
40
45
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-5
0-5
5-60
-65
13
95
+4
5.5
0
510
15
20
25
30
35
40
45
05
10
15
20
25
30
35
40
45
50
55
60
65
70
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-50
-55
-60
-65
-70
Sta
. 1394+
69.5
0 t
o S
ta. 1395+
45.5
0
ST
A.
13
94
+9
2.2
3
ST
A.
13
94
+9
3.1
2
ST
A. 1394+
91.6
6
33
.34
RT
.
ST
A. 1394+
76.6
9
34
.35
RT
.
ST
A. 1394+
77.0
9
34
.37
RT
.
ST
A. 1394+
78.0
8
34
.56
RT
.
ST
A.
13
94
+7
6.0
035
.11
RT
.
35.3
1 R
T.
ST
A.
13
94
+7
7.2
0
ST
A. 1395+
46.1
2
ST
A.
13
95
+4
8.1
5
ST
A.
13
95
+4
6.9
4
18.4
7 R
T.
ST
A.
13
95
+6
8.2
3
19.5
6 R
T.
ST
A.
13
95
+6
8.7
4
20
.55
RT
.
ST
A. 1395+
69.1
5
56
.73
RT
.
ST
A.
13
95
+5
7.9
8
57.0
2 R
T.
EX
IST
. C
MP
93
,
ST
A.
13
95
+3
8.9
0
66
.16
RT
.
ST
A. 1395+
40.7
6
-2.0
%-14.0
%
-11.0%
CROSS SECTIONS
40
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
AS
DIR
EC
TE
D
MIL
L A
ND
OV
ER
LA
Y
-3.2
%
65.6
9 L
T.
64.7
1 L
T.
65.1
3 L
T.
EX
IST
. 1
2" C
MP
,
13.6
6 L
T.
12.4
1 L
T.
12
.39
LT
.
EX
IST
. C
B
EX
IST
. C
B
EX
IST
. C
B
EX
IST
. C
B
W/
CU
RB
TY
PE
1
CO
NS
TR
UC
T 4
' S
IDE
WA
LK
ST
A.
13
94
+7
8 L
T T
O S
CH
OO
L S
T
AD
JU
ST
TO
GR
AD
E
EX
IS
T.
30
" R
CP
,
EX
IST
. 1
2" C
MP
,
ST
A.
13
94
+7
7.6
2
EX
IST
. 12" R
CP
,
EX
IST
. 1
2" C
MP
,
EX
IS
T.
30
" R
CP
,
-10
EX
IST
. 1
2" C
MP
,
W/
CU
RB
TY
PE
1
CO
NS
TR
UC
T 5
' S
IDE
WA
LK
ST
A.
13
95
+5
5 T
O 1
39
6+
24
RT
W/
CU
RB
TY
PE
1
CO
NS
TR
UC
T 5
' S
IDE
WA
LK
ST
A. 1395+
31 T
O 1
395+
36 R
T
AD
JU
ST
TO
GR
AD
E
AD
JU
ST
TO
GR
AD
E
EX
IST
. 15"C
MP
EX
IST
. 15"C
MP
EX
IST
. 15"C
MP
EX
IST
. 15"C
MP
EX
IST
. 8"M
AP
LE
EX
IST
. 4"M
AP
LE
WA
SH
ING
TO
N S
T.
AN
D C
UR
B T
YP
E 1
W/
DE
TE
CT
AB
LE
WA
RN
IN
G F
IE
LD
S
CO
NS
TR
UC
T P
ED
ES
TR
IAN
RA
MP
S
ST
A.
13
94
+7
0 L
T
EXISTING R.O.W. LINE
EXISTING R.O.W. LINE
-70
5.58'
AN
D C
UR
B T
YP
E 1
W/
DE
TE
CT
AB
LE
WA
RN
IN
G F
IE
LD
S
CO
NS
TR
UC
T P
ED
ES
TR
IAN
RA
MP
S
ST
A. 1
39
4+
51
RT
AS
DIR
EC
TE
D
BE
TW
EE
N P
IE
RS
#1
5 A
ND
RR
CA
BIN
ET
CR
OS
SIN
G W
ITH
DE
TE
CT
AB
LE
WA
RN
ING
FIE
LD
S
CO
NS
TR
UC
T M
ED
IAN
PE
DE
ST
RIA
N
ST
A 1
395+
54
AN
D C
UR
B T
YP
E 1
WIT
H D
ET
EC
TA
BL
E W
AR
NIN
G F
IEL
DS
CO
NS
TR
UC
T P
ED
ES
TR
IAN
RA
MP
S
ST
A.
13
94
+2
5 R
T
AN
D C
UR
B T
YP
E 1
WIT
H D
ET
EC
TA
BL
E W
AR
NIN
G F
IEL
DS
CO
NS
TR
UC
T P
ED
ES
TR
IAN
RA
MP
S
ST
A.
13
95
+4
5 R
T
36"
36"
CU
LV
ER
T P
IP
E R
CP
III
IN
ST
AL
L 1
2" X
22
'
FR
OM
ST
A.
13
94
+7
8.2
, 4
6.9
' L
T T
O S
TA
. 1
39
4+
92
.0,
63
.7' L
T
12" R
CP
OU
T 6
.57
IN
7.0
7
OU
T 7
.18
EL
. 4
.12
EL
. 3.7
5
WA
RN
IN
G F
IE
LD
S A
S D
IR
EC
TE
D
CR
OS
SIN
G W
/ D
ET
EC
TA
BL
E
CO
NS
TR
UC
T M
ED
IAN
PE
DE
ST
RIA
N
ST
A.
13
94
+6
3
FL
AT
TO
P,
1 E
A
IN
ST
AL
L C
B B
1-C
W/
ST
A 1
394+
78.2
, 44.9
' L
T
FL
AT
TO
P,
1 E
A
IN
ST
AL
L C
B A
1-C
W/
ST
A 1
394+
92.0
, 65.7
' L
T
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
FO
R T
RE
AT
ME
NT
SE
E L
AN
DS
CA
PE
PL
AN
FO
R T
RE
AT
ME
NT
SE
E L
AN
DS
CA
PE
PL
AN
RE
MO
VE
GR
AT
E E
L. 10.6
8
GR
AT
E E
L.
11
.28
2/16 DRAINAGE
12" OPT III
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
HIGHWAY Division: Filename:...\00\HIGHWAY\MSTA\Xsect.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
ECFSAB
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
WEST APPROACH BRIDGE
MAINE OWNED RR & CITY STREETS
SAGADAHOC COUNTY BATH
AG
12/15
12/15
14
5
NHPP - 1927(300)
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\MSTA\046_DetourNotes_01.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
KZS
SMH
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
BATH
MAINE OWNED RR & CITY STREETS
WEST APPROACH BRIDGE
SAGADAHOC COUNTY
12/15
12/15
14
5
NHPP - 1927(300)
46
MDS
JAR MLG
LE
GE
ND
Ty
pe 3
Barric
ad
e w
ith
Deto
ur S
ign
Deto
ur S
ign
on
Po
st
Su
pp
ort
DETOUR NOTES
MA
INT
EN
AN
CE
OF
TR
AF
FIC
GE
NE
RA
L N
OT
ES
US
RO
UT
E 1
DE
TO
UR
NO
TE
S
FR
ON
TA
GE
RO
AD
(W
B)
DE
TO
UR
NO
TE
S
Fronta
ge R
oad (
WB
) d
eto
ur t
raffic
contr
ol
is t
o b
e a
dded t
o t
he U
S R
oute
1 D
eto
ur t
raffic
contr
ol.
Co
ver o
r r
em
ov
e e
xis
tin
g U
S 1
ro
ute
assem
bly
sig
n.
L -
IN
TE
RS
EC
TIO
N O
F F
RO
NT
ST
RE
ET
& L
AM
BA
RD
ST
RE
ET
In
sta
ll "
Deto
ur s
ou
th U
S 1
left"
assem
bly
on
a u
-ch
an
nel
po
st
an
d b
an
d t
he p
ost
to t
he e
xis
tin
g g
ran
ite b
oll
ard
.
K -
IN
TE
RS
EC
TIO
N O
F C
EN
TR
E S
TR
EE
T &
FR
ON
T S
TR
EE
T
Ad
d D
eto
ur s
ign
to
ex
isti
ng
US
1 r
ou
te a
ssem
bly
on
th
e C
en
tre S
treet
westb
ou
nd
ap
pro
ach
.
J -
IN
TE
RS
EC
TIO
N O
F C
EN
TR
E S
TR
EE
T &
WA
TE
R S
TR
EE
T
US
RO
UT
E 1
DE
TO
UR
NO
TE
S (
CO
NT
.)
Resid
ent
48 h
ours b
efore a
ny c
losures.
Tem
porary l
ane c
losures m
ay b
e r
equir
ed t
hroughout
constr
ucti
on. T
raffic
contr
ol
shall
conform
to t
he 2
009 e
dit
ion o
f F
HW
A's
MU
TC
D c
hapte
r 6
. C
ontr
acto
r s
hall
noti
fy t
he
Wh
en
th
e d
eto
ur i
s r
em
ov
ed
all
sig
ns t
hat
hav
e b
een
rem
ov
ed
an
d s
tored
sh
all
be r
ep
laced
in
th
e o
rig
inal
po
sit
ion
s u
nle
ss o
therw
ise n
ote
d b
y t
he R
esid
en
t.
Pedestr
ian a
ccess u
nder t
he v
iaduct
shall
be m
ain
tain
ed a
t all
tim
es.
An
y s
ign
s,
eq
uip
men
t, o
r d
ev
ices f
ou
nd
to
be d
am
ag
ed
or u
nserv
iceab
le s
hall
be r
ep
laced
at
the C
on
tracto
r's
ex
pen
se.
sig
ns m
ay b
e r
equir
ed a
s d
irecte
d b
y t
he R
esid
ent.
T
he C
ontr
acto
r s
hall
cover a
ny c
onfli
cti
ng r
oute
and d
irecti
onal
sig
ns.
Pla
cem
en
t o
f s
ign
s s
hall
be a
dju
ste
d t
o a
vo
id o
bstr
ucti
ng
ex
isti
ng
sig
ns a
nd
to
en
su
re p
ro
per s
igh
t li
nes t
o
the c
on
str
ucti
on
sig
ns a
s d
ete
rm
ined
by
th
e R
esid
en
t.
Oth
er
work.
Prio
r t
o b
eg
inin
g d
em
oli
tio
n o
f t
he v
iad
uct,
traffic
co
ntr
ol
sig
nal
pla
n w
ork
wil
l n
eed
to
be c
om
ple
ted
. T
his
wo
rk
is g
en
erall
y c
on
sid
ered
to
be p
art
of t
he f
inal
traffic
sig
nal
eq
uip
men
t alo
ng
th
e r
oad
sid
e s
hall
meet
or e
xceed
NC
HR
P 3
50
test
lev
el
2 (
TL
-2
) r
eq
uir
em
en
ts r
eg
ard
less o
f w
here i
mp
lem
en
ted
on
th
e p
ro
ject.
traffic
co
ntr
ol
sig
ns,
sig
n s
up
po
rt
str
uctu
res,
ch
an
neli
zin
g d
ev
ices,
fla
sh
ing
arro
w p
an
els
(F
AP
),
po
rta
ble
ch
an
geab
le m
essag
e s
ign
s (
PC
MS
),
an
d o
ther t
raffic
co
ntr
ol
eq
uip
men
t an
d l
ay
ou
ts s
hall
co
nfo
rm
to
th
e 2
00
9 e
dit
ion
of t
he F
ed
eral
Hig
hw
ay
Ad
min
istr
ati
on
(F
HW
A) M
an
ual
on
Un
ifo
rm
Traffic
Co
ntr
ol
Dev
ices (
MU
TC
D),
ch
ap
ter 6
. A
ll
All
traffic
co
ntr
ol
eq
uip
men
t an
d d
ev
ices s
hall
co
nfo
rm
to
th
e l
ate
st
ed
itio
n o
f t
he M
ain
e D
ep
artm
en
t o
f T
ran
sp
orta
tio
n (
Main
eD
OT
) S
tan
dard
Sp
ecif
icati
on
s.
All
traffic
co
ntr
ol
are i
nsta
lled
an
d v
isib
le t
o t
raffic
.
Wh
en
an
y r
oad
way
is c
losed
, th
e C
on
tracto
r s
hall
pla
ce T
yp
e 3
barric
ad
es a
cro
ss t
he f
ull
ro
ad
way
at
the c
losu
re l
ocati
on
. T
he r
oad
way
sh
all
no
t b
e c
losed
un
til
all
deto
ur s
ign
s
Centr
e S
treet,
and H
igh S
treet.
When i
t is
perm
issib
le t
o c
lose t
he W
B F
ronta
ge R
oad, a s
econdary d
eto
ur r
oute
wil
l be i
nclu
ded f
or R
oute
1 s
outh
bound t
raffic
wit
h a
deto
ur r
oute
that
inclu
des F
ront
Str
eet,
Fronta
ge R
oads.
The m
ain
tenance o
f t
raffic
pla
n f
or t
he r
em
oval
and c
onstr
ucti
on o
f t
he R
oute
1 V
iaduct
wil
l consis
t of r
oad c
losures w
ith a
prim
ary d
eto
ur f
or U
S R
oute
1 t
raffic
alo
ng t
he
via
du
ct.
Vin
e S
treet
and o
ther r
oads o
n t
he n
orth
sid
e o
f t
he v
iaduct.
E
astb
ound (
EB
) F
ronta
ge R
oads i
nclu
de C
om
mercia
l S
treet
and o
ther r
oads l
ocate
d o
n t
he s
outh
sid
e o
f t
he
For t
he p
urpose o
f t
his
proje
ct,
the r
oadw
ays t
hat
generall
y r
un p
arall
el
to t
he U
S R
oute
1 v
iaduct
are r
eferred t
o a
s F
ronta
ge R
oads. W
estb
ound (
WB
) F
ronta
ge R
oads i
nclu
de
a t
hrough l
ane. R
epla
ce w
ith a
new
lane u
se s
ign w
ith t
wo t
hrough l
anes a
nd a
rig
ht
turn l
ane.
Rem
ov
e e
xis
tin
g l
an
e u
se s
ign
on
no
rth
sid
e o
f V
ine S
treet
sh
ow
ing
u-tu
rn
/left
lan
e a
nd
o
R
ep
lace w
ith
a n
ew
lan
e u
se s
ign
wit
h t
wo
th
ro
ug
h l
an
es a
nd
a r
igh
t tu
rn
lan
e.
Rem
ov
e e
xis
tin
g l
an
e u
se s
ign
in
med
ian
sh
ow
ing
a u
-tu
rn
/left
lan
e a
nd
a t
hro
ug
h l
an
e.
o
Restr
ipe l
anes t
o b
e t
wo t
hrough l
anes a
nd a
rig
ht
turn l
ane.
o
Rem
ov
e e
xis
tin
g l
eft
turn
lan
e m
ark
ing
s.
o
Fronta
ge R
oad W
estb
ound
m
atc
h t
he a
rro
w t
o t
he w
ate
rfro
nt
on
th
e l
ine b
elo
w.
Mo
dif
y m
un
icip
al
sig
n o
n t
he o
pp
osit
e s
ide o
f t
he i
nte
rsecti
on
to
hav
e t
he a
rro
w t
o d
ow
nto
wn
o
"le
ft
arro
w" s
ign
wit
h a
"str
aig
ht
arro
w."
Mo
dif
y e
xis
tin
g r
ou
te a
ssem
bly
on
so
uth
east
co
rn
er b
y c
ov
erin
g t
he "
TO
" s
ign
an
d r
ep
lacin
g t
he
o
Restr
ipe a
pp
ro
ach
to
pro
vid
e t
wo
th
ro
ug
h l
an
es,
an
d a
rig
ht
turn
lan
e.
o
Rem
ov
e e
xis
tin
g p
av
em
en
t m
ark
ing
s.
o
Rem
ove e
xis
ting i
sla
nd f
or r
ight
turn b
ay.
o
Fronta
ge R
oad E
astb
ound:
sign a
t t
he e
nd o
f t
he d
etour.
Rem
ov
e a
nd
sto
re t
he "
Keep
Rig
ht"
sig
n l
ocate
d i
n t
he w
est
med
ian
no
se d
urin
g c
on
str
ucti
on
. R
ein
sta
ll
un
der t
he v
iad
uct
du
rin
g c
on
str
ucti
on
.
Eastb
ound a
nd w
estb
ound l
eft
turns f
rom
the f
ronta
ge r
oads a
t W
ashin
gto
n S
treet
wil
l be p
rohib
ited
In
sta
ll t
em
po
rary
wir
e l
oo
ps t
o p
ro
vid
e f
or a
ctu
ate
d t
raffic
sig
nal
co
ntr
ol
at
all
tim
es d
urin
g c
on
str
ucti
on
.
show
n o
n t
he t
raffic
contr
ol
sig
nal
pla
n.
In
sta
ll s
ou
thb
ou
nd
mast
arm
an
d p
ed
estr
ian
eq
uip
men
t to
cro
ss W
ash
ing
ton
Str
eet
an
d S
ch
oo
l S
treet
as
exclu
siv
e p
edestr
ian p
hase. S
ee t
raffic
contr
ol
sig
nal
pla
n.
Mo
dif
y t
he e
xis
tin
g s
ign
al
tim
ing
to
pro
vid
e a
co
ncu
rren
t p
ed
estr
ian
ph
ase i
nste
ad
of t
he e
xis
tin
g
C -
IN
TE
RS
EC
TIO
N O
F W
AS
HIN
GT
ON
ST
RE
ET
& F
RO
NT
AG
E R
OA
DS
just
west
of F
rankli
n S
treet.
Rem
ove a
nd s
tore t
he a
dvanced p
edestr
ian c
rossin
g s
ign l
ocate
d o
n t
he w
estb
ound f
ronta
ge r
oad
Insta
ll d
eto
ur s
igns o
n f
ences f
acin
g t
he n
orth
and s
outh
approaches o
f F
rankli
n S
treet.
Rem
ove a
nd s
tore e
xis
ting s
top s
ign i
n t
he m
edia
n f
or s
outh
bound t
raffic
under t
he v
iaduct.
pedestr
ian t
raffic
on F
rankli
n S
treet
can c
ross t
he F
ronta
ge R
oads.
Blo
ck F
rankli
n S
treet
wit
h b
arrie
rs a
nd t
em
porary f
encin
g i
n t
he m
edia
n s
o t
hat
no t
hrough v
ehic
le o
r
B -
IN
TE
RS
EC
TIO
N O
F F
RA
NK
LIN
ST
RE
ET
& F
RO
NT
AG
E R
OA
DS
east
of M
idd
le S
treet.
Rem
ov
e a
nd
sto
re t
he o
ne-w
ay
an
d n
o p
ark
ing
sig
ns l
ocate
d o
n t
he e
astb
ou
nd
fro
nta
ge r
oad
on
e p
ier
pie
r e
ast
of M
idd
le S
treet.
R
ein
sta
ll s
ign
at
the e
nd
of t
he d
eto
ur.
Rem
ove a
nd s
tore t
he s
treet
nam
e s
ign "
M
iddle
Str
eet
" f
acin
g t
he e
astb
ound t
raffic
mounte
d o
n t
he
Rein
sta
ll s
ign
at
the e
nd
of t
he d
eto
ur.
Rem
ove a
nd s
tore t
he o
ne-w
ay s
ign l
ocate
d o
n t
he w
estb
ound f
ronta
ge r
oad t
wo p
iers w
est
of M
iddle
Str
eet.
In
sta
ll d
eto
ur s
ign
s o
n f
en
ces f
acin
g t
he n
orth
an
d s
ou
th a
pp
ro
ach
es o
f M
idd
le S
treet.
traffic
un
der t
he v
iad
uct.
Rem
ov
e a
nd
sto
re e
xis
tin
g s
top
sig
ns w
ith
str
eet
nam
e s
ign
s i
n t
he m
ed
ian
fo
r n
orth
bo
un
d/s
ou
thb
ou
nd
traffic
on M
iddle
Str
eet
can c
ross t
he F
ronta
ge R
oads.
Blo
ck
Mid
dle
Str
eet
wit
h b
arrie
rs a
nd
tem
po
rary
fen
cin
g i
n t
he m
ed
ian
so
th
at
no
th
ro
ug
h v
eh
icle
or p
ed
estr
ian
at
the e
nd o
f t
he d
eto
ur.
Rem
ov
e a
nd
sto
re e
xis
tin
g p
ed
estr
ian
cro
ssin
g s
ign
s o
n b
oth
th
e e
ast
an
d w
est
ap
pro
ach
es.
Rep
lace s
ign
s
Rem
ove e
xis
ting c
rossw
alk
wit
h n
on-destr
ucti
ve m
eans.
A -
IN
TE
RS
EC
TIO
N O
F M
ID
DL
E S
TR
EE
T &
FR
ON
TA
GE
RO
AD
S
PED ACCESS1/16
1 1
Rem
ove a
nd s
tore e
xis
ting 3
5 m
ph s
peed l
imit
sig
n f
or v
iaduct
traffic
.
Rem
ove a
nd s
tore e
xis
ting l
eft
turn o
nly
sig
ns o
n e
astb
ound V
ine S
treet
approach.
Rem
ov
e y
ell
ow
cen
ter l
ines a
lon
g V
ine S
treet
by
no
n-d
estr
ucti
ve m
ean
s s
ou
th o
f t
he n
ew
Fro
nt
Str
eet
sto
p b
ar.
In
sta
ll s
top
sig
n a
nd
sto
p b
ar f
or t
he F
ro
nt
Str
eet
so
uth
bo
un
d a
pp
ro
ach
.
Rem
ove o
ne p
arkin
g s
pace o
n w
est
sid
e o
f F
ront
Str
eet
clo
sest
to t
he i
nte
rsecti
on.
Rem
ov
e a
nd
sto
re e
xis
tin
g s
top
sig
n o
n w
estb
ou
nd
ap
pro
ach
.
in l
eft
lan
e a
nd
th
ou
gh
-rig
ht
arro
ws i
n r
igh
t la
ne.
Restr
ipe w
estb
ou
nd
(R
ou
te 1
so
uth
bo
un
d) a
s t
wo
lan
es;
thro
ug
h a
nd
th
ro
ug
h-rig
ht.
In
sta
ll t
hro
ug
h a
rro
ws
Rem
ove e
xis
ting p
avem
ent
markin
gs o
n t
he e
ast
and w
est
approaches w
ith n
on-destr
ucti
ve m
eans.
E -
IN
TE
RS
EC
TIO
N O
F F
RO
NT
ST
RE
ET
& V
IN
E S
TR
EE
T
can
use C
ream
er W
ay
to
cro
ss t
he F
ro
nta
ge R
oad
s.
Blo
ck C
ream
er W
ay w
ith b
arrie
rs a
nd t
em
porary f
encin
g i
n t
he m
edia
n s
o t
hat
no v
ehic
les o
r p
edestr
ian t
raffic
Vin
e S
treet
eastb
ou
nd
. R
eset
sig
n a
t th
e e
nd
of t
he d
eto
ur
Rem
ove a
nd s
tore t
he "
do n
ot
ente
r" s
ign w
ith b
ack t
o b
ack "
No P
arkin
g" s
ign f
or a
ccess r
oad u
nder t
he v
iaduct
for
Rem
ov
e a
nd
sto
re e
xis
tin
g "
Tw
o w
ay
Traffic
Ah
ead
" a
nd
"P
ark
ing
ah
ead
" s
ign
s o
n V
ine S
treet
no
rth
bo
un
d a
pp
ro
ach
.
no
rth
bo
un
d a
pp
ro
ach
.
Rem
ov
e a
nd
sto
re e
xis
tin
g W
6-3
"T
wo
-w
ay
Traffic
" s
ign
wit
h b
ack
to
back
"N
o L
eft
Tu
rn
" s
ign
on
Vin
e S
treet
Rem
ove a
nd s
tore a
ddit
ional
regula
tory a
nd d
irecti
onal
sig
ns f
or C
ream
er W
ay "
Dow
nto
wn B
ath
left"
.
Rem
ove a
nd s
tore e
xis
ting r
oute
assem
bly
for U
S 1
north
on t
he p
ost
wit
h C
ream
er W
ay s
treet
nam
e s
ign.
Insta
ll 4
deto
ur s
igns a
long V
ine S
treet
facin
g n
orth
for t
raffic
exit
ing b
usin
esses.
D -
IN
TE
RS
EC
TIO
N O
F C
RE
AM
ER
WA
Y &
FR
ON
TA
GE
RO
AD
S
before t
he c
rossw
alk
is r
eopened.
Rem
ove a
nd s
tore e
xis
ting p
edestr
ian c
rossin
g s
igns f
or t
he m
id b
lock (
cobble
d) c
rossw
alk
. R
ein
sta
ll s
igns
so
th
at
no
veh
icle
s o
r p
ed
estr
ian
traffic
trav
el
un
der t
he v
iad
uct
betw
een
th
e F
ro
nta
ge r
oad
s.
Blo
ck V
ine S
treet
cut
through (
under v
iaduct)
and m
id b
lock (
cobble
d) c
rossw
alk
wit
h b
arrie
rs a
nd t
em
porary f
encin
g
Refer t
o t
em
po
rary
str
ipin
g p
lan
s f
or a
dd
itio
nal
deta
ils.
Rem
ove a
nd s
tore "
added l
ane" w
arnin
g s
ign f
or t
he e
astb
ound U
S R
oute
1 o
n-ram
p.
Restr
ipe t
he W
B d
irecti
on a
s 2
11-foot
lanes.
Pro
vid
e t
em
po
rary
reta
inin
g w
all
as n
eed
ed
alo
ng
th
e t
em
po
rary
wid
en
ing
on
th
e U
S R
ou
te 1
no
rth
bo
un
d o
n-ram
p.
north
bound o
n-ram
p.
Provid
e t
em
porary p
avem
ent
to m
ain
tain
the 2
2 f
oot
cross s
ecti
on t
he e
nti
re l
ength
of t
he U
S R
oute
1
Restr
ipe t
he E
B d
irecti
on
as 2
11
-fo
ot
lan
es f
ro
m W
ash
ing
ton
Str
eet
to t
he U
S R
ou
te 1
no
rth
bo
un
d o
n-ram
p.
G -
FR
ON
TA
GE
RO
AD
S B
ET
WE
EN
WA
SH
ING
TO
N S
TR
EE
T A
ND
FR
ON
T S
TR
EE
T
Refer t
o t
em
po
rary
str
ipin
g p
lan
s f
or a
dd
itio
nal
deta
ils.
US
Route
1 s
outh
bound 2
lanes.
Restr
ipe t
he W
B d
irecti
on a
s 2
11-foot
lanes f
rom
Washin
gto
n S
treet
to t
he m
erge b
ack o
nto
the e
xis
ting
Restr
ipe t
he E
B d
irecti
on a
s 2
11-foot
lanes.
F -
FR
ON
TA
GE
RO
AD
S B
ET
WE
EN
HIG
H S
TR
EE
T A
ND
WA
SH
IN
GT
ON
ST
RE
ET
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
HIGHWAY Division: Filename:...\MSTA\047_DetourSignSummary.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
KZS
SMH
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
BATH
MAINE OWNED RR & CITY STREETS
WEST APPROACH BRIDGE
SAGADAHOC COUNTY
12/15
12/15
14
5
NHPP - 1927(300)
TO
TH
RU
TR
AF
FIC
DE
TO
UR
EN
D
Sig
nQ
uanti
ty a
nd C
olo
rS
ize
Heig
ht
Lett
er
Spacin
g
Verti
cal
(Inches)
Tex
t D
imen
sio
ns
DE
TO
UR
SIG
N S
UM
MA
RY
SH
SB
- T
ext
Dim
ensio
ns S
hall
Conform
to "
Sta
ndard H
ighw
ay S
igns B
ook" -
2012 E
dit
ion.
SH
SB
Sig
nQ
uanti
ty a
nd C
olo
rS
ize
Heig
ht
Lett
er
Spacin
g
Verti
cal
(Inches)
Tex
t D
imen
sio
ns
DE
TO
UR
SIG
N S
UM
MA
RY
SH
SB
47
DETOUR SIGN SUMMARY
SH
SB
- T
ext
Dim
ensio
ns S
hall
Conform
to "
Sta
ndard H
ighw
ay S
igns B
ook" -
2012 E
dit
ion.
WO
RK
ZO
NE
FIN
ES
DO
UB
LE
D
Was
hing
ton
St
RO
AD
CL
OS
ED
CL
OS
ED
RO
AD
TU
RN
S
U A
ND
LE
FT
RO
AD
C
LO
SE
D
on O
range
1 -
Bla
ck
, W
hit
e,
Red
on O
range
2 -
Bla
ck a
nd W
hit
e
MDS
JAR MLG
Cen
tre
St
Bat
h Ir
on W
orks
Bath
Do
wn
tow
n
RIG
HT
LA
NE
FO
LL
OW
DE
TO
UR
Sig
nQ
uanti
ty a
nd C
olo
rS
ize
Heig
ht
Lett
er
Spacin
g
Verti
cal
(Inches)
Tex
t D
imen
sio
ns
DE
TO
UR
SIG
N S
UM
MA
RY
SH
SB
SH
SB
- T
ext
Dim
ensio
ns S
hall
Conform
to "
Sta
ndard H
ighw
ay S
igns B
ook" -
2012 E
dit
ion.
Dow
ntow
n
TU
RN
S
U A
ND
LE
FT
DE
TO
UR
AH
EA
D
1/2
MIL
E
LA
NE
S
EX
IT
BO
TH
CL
OS
ED
CR
OS
SW
AL
K
CR
OS
S H
ER
E
CR
OS
SW
AL
K C
LO
SE
D
CR
OS
S H
ER
E
CR
OS
SW
AL
K C
LO
SE
D
W3
-5
(2
5)
W3
-1
R11-4
R11-2
R9-1
1aM
R
R9-1
1aM
L
R9-9
R9-3
R3-26
R3-24a
R3
-8
a
R3-5fP
R3-2
R2-6aP
R2-1(25)
R1
-1
M4-1
0R
M4-9
(MO
D R
)
M4-9
(MO
D L
)
M4
-8
a
M4-8
M3-3
M3
-1
M1
-4(1
)
D3-1
e
D3-1
d
D3-1
c
D3
-1b
D3
-1a
W2
0-4
(MO
D)
W20-2
W11-2
TG
S-0
2
TG
S-01
G2
0-5
aP
M6-3
M6
-2R
M6-2
L
M6-1
R
M6-1
L
144"x30"
14
4"x
30
"
24"x18"
21"x15"
21"x15"
21"x15"
21"x15"
21"x15"
1 -
Bla
ck
on
Oran
ge
3 -
Bla
ck o
n O
range
2 -
Bla
ck o
n O
range
6 -
Bla
ck o
n W
hit
e
2 -
Bla
ck o
n W
hit
e
1 -
Bla
ck
on
Wh
ite
1 -
Bla
ck
on
Wh
ite
3 -
Bla
ck
on
Wh
ite
48
"x
18
"
30"x24"
30"x24"
24"x18"
24
"x
12
"
24
"x
12
"
24
"x
12
"
24
"x
24
"
48"x12"
30"x12"
30"x24"
42
"x
12
"
30"x12"
48
"x
48
"
48
"x
48
"
36"x36"
8 -
Bla
ck o
n O
range
4 -
Bla
ck o
n O
range
4 -
Bla
ck o
n O
range
5 -
Bla
ck
on
Oran
ge
14 -
Bla
ck o
n O
range
7 -
Bla
ck
on
Oran
ge
5 -
Bla
ck o
n O
range
12
- B
lack
on
Wh
ite
2 -
Bla
ck o
n O
range
4 -
Bla
ck o
n O
range
1 -
Bla
ck
on
Oran
ge
9 -
Bla
ck o
n O
range
5 -
Bla
ck
on
Oran
ge
2 -
Bla
ck
on
Oran
ge
2 -
Bla
ck o
n O
range
4 -
Bla
ck o
n O
range
36"x36"
36"x36"
60"x30"
48"x30"
24
"x
12
"
24
"x
12
"
24
"x
12
"
24
"x
24
"
72"x18"
72"x18"
30"x42"
30"x12"
36"x36"
24
"x
18
"
30"x36"
30
"x
30
"
2 -
Bla
ck
on
Wh
ite
6 -
Bla
ck o
n W
hit
e
2 -
Bla
ck o
n W
hit
e
5 -
Bla
ck
on
Wh
ite
6 -
Bla
ck o
n W
hit
e
13 -
Bla
ck &
Red o
n W
hit
e
1 -
Bla
ck
on
Wh
ite
1 -
Bla
ck o
n W
hit
e
3 -
Bla
ck o
n W
hit
e
2 -
Bla
ck o
n O
range
5 -
Bla
ck &
Red o
n W
hit
e
2 -
Bla
ck o
n W
hit
e
2 -
Bla
ck
on
Wh
ite
1 -
Whit
e o
n R
ed
SH
SB
SH
SB
7"
7"
7"
5.2
5"
4.7
5"
6B
6B
4"
4"
4"
12
E
12
D
9"
9"
9"
9"
1
PED ACCESS1/16
1 1 1
M4
-8
M3
-1
M6
-3
M1-4
(1)
M6
-3
M4
-8
M3
-3
M6
-3
M1-4
(1)
M4
-8
(E
XIS
TIN
G)
M3
-3
(E
XIS
TIN
G)
M1-4
(1)
(E
XIS
TIN
G)
M6
-3
(E
XIS
TIN
G)
M3
-1
(E
XIS
TIN
G)
M1
-4(1
)
BU
ILD
ING
SIT
ED
EP
AR
TM
EN
T
WO
RK
S
AC
CE
SS
PU
BL
IC
O
PE
NIN
G T
O
FO
OT
MIN
IMU
M
MA
IN
TA
IN
A 2
5
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\TRAFFIC\MSTA\050_Detour_03.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
KZS
SMH
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
BATH
MAINE OWNED RR & CITY STREETS
WEST APPROACH BRIDGE
SAGADAHOC COUNTY
12/15
12/15
14
5
NHPP - 1927(300)
R3-5L
R1
R3-6R
R10-3e
R10-3e
R10-3e
50
PL
AN
50
050
10
0
CE
NTRE ST
WASHINGTON ST
M4-1
0R
M4-1
0R
TU
RN
S
U A
ND
LE
FT
Was
hing
ton
St
R3
-2
4a
M4-1
0R
Was
hing
ton
St
R3-26
TU
RN
S
U A
ND
LE
FT
R3-8a
R3
-2
RE
MO
VE
"T
O" S
IGN
WIT
H S
TR
AIG
HT
AR
RO
WC
OV
ER
LE
FT
AR
RO
W
RO
UT
E A
SS
EM
BL
YM
OD
IFY
EX
IST
ING
M4
-8
aD
ET
OU
R
EN
D
"R
3-8
a" S
IGN
RE
PL
AC
E W
ITH
LA
NE
US
E S
IG
NS
RE
MO
VE
EX
IST
ING
R3
-2
R1-1
W3-1
Was
hing
ton
St
Was
hing
ton
St
Was
hing
ton
St
FRONT ST
COMMERCIAL ST
EX
IST
ING
RE
MO
VE
R3-8a
MDS
JAR MLG
M4
-8
a
Was
hing
ton
St
DETO
UR
EN
D
Was
hing
ton
St
PA
RK
ING
SP
OT
PC
MS
IN
FIR
ST
Was
hing
ton
St
Bat
h Ir
on W
orks
M4
-8
Dow
ntow
n
Cen
tre
St
LA
MBARD ST
SIG
NA
L P
LA
NS
EE
TR
AF
FIC
CO
NT
RO
L
FRANKLIN ST
SIG
N A
SS
EM
BL
YT
O E
XIS
TIN
GA
DD
"D
ET
OU
R"
SIG
NA
L P
LA
NS
EE
TR
AF
FIC
CO
NT
RO
L
FRONTAGE ROAD (E
B)
FRONTAGE ROAD (W
B)
CLOSE
D VIADUCT
WAYCREAMER
WASHINGTON ST
VINE ST
D3
-1
a
D3
-1d
D3
-1b
D3
-1b
M4-9 (
MO
D L
)
D3
-1b
D3
-1
e
M4-9 (
MO
D R
)
M4-9 (
MO
D R
)
D3-1bM
4-9 (
MO
D L
)
M4-9 (
MO
D L
)
D3
-1b
D3
-1b
D3
-1b
D3-1b
WATER ST
INS
TA
LL
ED
ON
FE
NC
E
NO
TE
S:
(3 OF 5)
US ROUTE 1 DETOUR
LO
CA
TIO
NS
B T
HR
U G
(A
pp
ro
xim
ate
)
Scale o
f F
eet
PED ACCESS1/16
1
3. S
EE
TE
MP
OR
AR
Y P
ED
ES
TR
IA
N P
LA
NS
FO
R A
DD
IT
IO
NA
L S
IG
NIN
G.
2.
SE
E D
ET
OU
R N
OT
ES
SH
EE
T F
OR
LO
CA
TIO
NS
B T
HR
U G
DE
SC
RIP
TIO
NS
.
1.
SE
E T
EM
PO
RA
RY
ST
RIP
IN
G P
LA
NS
FO
R F
RO
NT
AG
E R
OA
D D
ET
OU
R S
TR
IP
IN
G.
1
1
IPF
IPF
IPF
IPF
IPF
IPF
WE
LL
WE
LL
WE
LL
FRANKLIN STREET
FRANKLIN STREET
MIDDLE STREET
MIDDLE STREET
R/W
LIN
E -
SE
E 1
2-24
R/W LIN
E- SEE 12-24
SEE 12-2
4
R/W
LINE
R/W
LINE
- SEE 12-24
R/W
LINE -
SEE 1
2-24
R/W LINE - S
EE 12
-24
R/W
LIN
E - SEE 12-24
R/W
LIN
E -
SEE
12-24
SCH
OOL STREET
R7-1
D1-1k
D1-1j
D1-1h
D1-1g
D1-1f
53
PLANS (1 OF 2)
TEMPORARY PEDESTRIAN
Scale o
f F
eet
PL
AN
25
02
550
CL
OS
ED
CR
OS
SW
AL
K
CR
OS
S H
ER
E
CR
OS
SW
AL
K C
LO
SE
D
CR
OS
S H
ER
E
CR
OS
SW
AL
K C
LO
SE
D
MDS
JAR MLG
R9
-3
R9
-9(M
OD
)
R9-1
1aM
LR
9-1
1aM
R
INS
TA
LL
ED
BA
CK
TO
BA
CK
R9
-3
MO
UN
T T
O F
EN
CE
CR
OS
S H
ER
E
CR
OS
SW
AL
K C
LO
SE
D
R9
-11
aM
L
LE
VE
L F
EN
CIN
GIN
ST
AL
L P
ED
ES
TR
IA
N
PE
DE
ST
RIA
N F
EN
CIN
G I
S R
EM
OV
ED
RE
IN
ST
AL
L S
IG
NS
WH
EN
TH
E
PE
DE
ST
RIA
N C
RO
SS
IN
G S
IG
NS
RE
MO
VE
AN
D S
TO
RE
EX
IS
TIN
G
NE
W P
IE
R C
AP
(T
YP
)
PE
DE
ST
RIA
N T
RA
FF
IC C
ON
TR
OL
NO
TE
S:
LO
CA
TIO
NS
A,
B,
AN
D F
PE
DE
ST
RIA
N C
RO
SS
IN
G S
IG
NS
RE
MO
VE
AN
D D
IS
PO
SE
EX
IS
TIN
G
PE
DE
ST
RIA
N C
RO
SS
IN
G S
IG
NS
RE
MO
VE
AN
D D
IS
PO
SE
EX
IS
TIN
G
R9
-3
MO
UN
T T
O F
EN
CE
PED ACCESS1/16
1
4. S
EE
DE
TO
UR
NO
TE
S S
HE
ET
FO
R L
OC
AT
IO
NS
A, B
, A
ND
F D
ES
CR
IP
TIO
NS
.
OF
WA
SH
ING
TO
N S
TR
EE
T U
ND
ER
TH
E V
IAD
UC
T S
HA
LL
BE
CL
OS
ED
TH
RO
UG
HO
UT
CO
NS
TR
UC
TIO
N.
3.
UN
LE
SS
OT
HE
RW
IS
E D
IR
EC
TE
D B
Y T
HE
RE
SID
EN
T T
HE
MID
BL
OC
K P
ED
ES
TR
IA
N C
RO
SS
IN
G E
AS
T
WIL
L B
E C
LO
SE
D W
IT
H B
AR
RIC
AD
ES
AN
D S
IG
NS
.
CO
NT
RO
LL
ED
BY
A U
NIF
OR
ME
D O
FF
IC
ER
DU
RIN
G T
HE
DA
Y.
TH
E E
AS
T S
ID
E P
ED
ES
TR
IA
N C
RO
SS
IN
G
SH
AL
L B
E R
ER
OU
TE
D T
O T
HE
WE
ST
SID
E O
F T
HE
IN
TE
RS
EC
TIO
N.
TH
IS
CR
OS
SIN
G W
IL
L B
E
SIG
NA
LIZ
ED
IN
TE
RS
EC
TIO
N A
ND
PIE
R 1
5 R
EQ
UIR
E T
HE
CR
OS
SIN
G T
O B
E C
LO
SE
D,
PE
DE
ST
RIA
NS
2. W
HE
N C
ON
ST
RU
CT
IO
N A
CT
IV
IT
IE
S N
EA
R T
HE
PE
DE
ST
RIA
N C
RO
SS
IN
G A
T T
HE
EA
ST
SID
E O
F T
HE
BL
OC
KE
D W
IT
H B
AR
RIC
AD
ES
AN
D S
IG
NS
(S
EE
TE
MP
OR
AR
Y P
ED
ES
TR
IA
N P
LA
NS
SH
EE
T 2
OF
2).
DE
SIR
ED
LO
CA
TIO
N. T
HE
WE
ST
SID
E C
RO
SS
WA
LK
OF
TH
E W
AS
HIN
GT
ON
ST
RE
ET
SIG
NA
L S
HA
LL
BE
WE
ST
OF
WA
SH
IN
GT
ON
ST
RE
ET
SH
AL
L B
E F
EN
CE
D O
FF
TO
DIR
EC
T F
LO
W O
F P
ED
ES
TR
IA
NS
TO
TH
E
CR
OS
SIN
G I
S C
ON
TR
OL
LE
D B
Y T
HE
TR
AF
FIC
SIG
NA
L. T
HE
ME
DIA
N (
UN
DE
R T
HE
VIA
DU
CT
) T
O T
HE
TH
E W
AS
HIN
GT
ON
ST
RE
ET
/CO
MM
ER
CIA
L S
TR
EE
T/V
IN
E S
TR
EE
T S
IG
NA
LIZ
ED
IN
TE
RS
EC
TIO
N.
TH
IS
PR
IM
AR
Y C
RO
SS
IN
G U
ND
ER
TH
E V
IA
DU
CT
FO
R P
ED
ES
TR
IA
NS
SH
AL
L B
E A
T T
HE
EA
ST
SID
E O
F
RO
AD
DE
TO
UR
PL
AN
S, P
ED
ES
TR
IAN
SIG
NS
SH
AL
L B
E P
RO
VID
ED
DU
RIN
G C
ON
ST
RU
CT
ION
. T
HE
1. I
N A
DD
IT
IO
N T
O T
HE
VE
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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
HIGHWAY Division: Filename:...\MSTA\053_TempPed_01.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
KZS
SMH
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
BATH
MAINE OWNED RR & CITY STREETS
WEST APPROACH BRIDGE
SAGADAHOC COUNTY
12/15
12/15
14
5
NHPP - 1927(300)
W
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R/W LINE - SEE 12-84
R/W
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R/W
LINE - SEE 12-84
R/W
LINE
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12-8
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4
R/W
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R/W
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SEE 12-4
2
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CO
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R/W
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R/W
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SOM -
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W ASHINGTON STREET
R6-1
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M4-5
D1-1b
D1-1a
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M6-1
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M4-5
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R7-1
D1-1k
D1-1j
D1-1h
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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
HIGHWAY Division: Filename:...\MSTA\054_TempPed_02.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
KZS
SMH
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
BATH
MAINE OWNED RR & CITY STREETS
WEST APPROACH BRIDGE
SAGADAHOC COUNTY
12/15
12/15
14
5
NHPP - 1927(300)
RR
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D.O.T. FILE NO. 12-104
L.O.W.P.
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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
HIGHWAY Division: Filename:...\MSTA\060_TempSignal_01.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 3838
J. KITTREDGE
KZS
SMH
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
BATH
MAINE OWNED RR & CITY STREETS
WEST APPROACH BRIDGE
SAGADAHOC COUNTY
12/15
12/15
14
5
NHPP - 1927(300)
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TR
AF
FIC
SIG
NA
L
° -
Ø4 S
HA
LL
IN
ITIA
TE
RE
LE
AS
E V
IA R
EL
AY
TO
LEEMAN HWY
RE
LE
AS
E
PA
VE
ME
NT
MA
RK
ING
DE
TA
ILS
SE
E T
EM
PO
RA
RY
ST
RIP
ING
PL
AN
S F
OR
BR - 1927(300) / STP - 2056 (500)
19273.00 / 20565.00
FO
R M
OR
E D
ET
AIL
S
SE
E G
EN
ER
AL
SIG
NA
L C
ON
ST
RU
CT
ION
NO
TE
6
(ST
A 1
39
5+
44
RT
)
SIG
N A
DJA
CE
NT
TO
SID
EW
AL
K
PU
SH
BU
TT
ON
AN
D R
10
-3e I
NF
OR
MA
TIO
NA
L
CO
UN
TD
OW
N P
ED
ES
TR
IAN
SIG
AN
L H
EA
D,
AP
S
F+
I M
AS
T A
RM
UP
RIG
HT
WIT
H N
EW
MO
RE
DE
TA
ILS
SE
E G
EN
ER
AL
SIG
NA
L C
ON
ST
RU
CT
ION
NO
TE
6 F
OR
FO
R D
UR
AT
ION
OF
TR
AF
FIC
CO
NT
RO
L (
ST
A 1
39
4+
80
LT
)
RE
SE
T E
XIS
TIN
G S
IGN
AL
HE
AD
G2 O
N E
ND
OF
MA
ST
AR
M
F+
I 35' M
AS
T A
RM
WIT
H V
EH
ICU
LA
R S
IGN
AL
HE
AD
S
PED ACCESS1/16
1
W
RR
RR
R
W
IPF
?
?IPF
W
RR
RR
W
W
RR
T
RR
W
W
RR
?
RR
RR
IPF
W
W
W
W
W
IPF
WELL
BM
R
67
X
X
XX
X
X
X
CREAMER W AY
XX
XX
X
X
X
X
X
XX
1
1395+00
1396+00
1397+00
1398+00
1399+00
1400+00
1401+00
1402+00
SL
SL
SL
SWSL
SW
DL
SYSL
SW
DL
SYSL
SW
DL
SWSL
6.5'
7.7'
11
.0'
11
.0'
11
.0'
11
.0'
SWSL
SWSL
SWSL
SWSL
DYSL
DYSL
10.0'
11.0'
11.0'
11.0
'
11.0
'
NO
N D
ES
TR
UC
TIV
E M
EA
NS
RE
MO
VE
EX
IS
TIN
G S
WS
L B
Y
R3-5L
R1
R3-6R
R10-3e
JO
INT
OF
SA
GA
DA
HO
C B
RID
GE
AR
RO
WS
AN
D R
EP
LA
CE
WIT
H T
HR
OU
GH
AR
RO
WS
ON
TH
IS
AP
PR
OA
CH
RE
MO
VE
EX
IS
TIN
G L
EF
T T
UR
N
FR
ON
TA
GE
RO
AD
PIE
R 1
9 A
LO
NG
WE
ST
BO
UN
D
PR
OV
IDE
DR
UM
S A
RO
UN
D
RO
AD
WA
Y T
YP
ICA
LS
SE
E D
ET
AIL
IN
ON
-RA
MP
WID
EN
ING
(T
YP
)
NE
W P
IE
R C
AP
SYSL
NO
N D
ES
TR
UC
TIV
E M
EA
NS
OV
ER
LA
Y T
O B
E R
EM
OV
ED
BY
OF
TE
MP
OR
AR
Y M
ILL
AN
D
DO
UB
LE
YE
LL
OW
LIN
E O
UT
SID
E
FR
OM
AT
TE
NU
AT
OR
MA
INT
AIN
2 F
OO
T M
INIM
UM
FRONT STREET
WATER STREET
KING STREET
CONDEMNA
TION LINE -
SEE 12-100
R/W LINE - SEE 12-84
R/W
LIN
E - SEE 12-8
4
R/W
LINE - SEE 12-84
R/W LIN
E- SEE
12-8
4
24
SEE 12-8
4
R/W
LINE
R/W
LINE - SEE 12-42
R/W
LINE - SEE 12-42
I
R/W
LINE 12-29
R/W
LIN
E - SEE 12-42
R/W LE -122 N -9
SEE 12-42
R/W
LIN
E
R/W
LINE - SEE 12-84
CO
MMERCIAL STREET
R/W
LINE - SEE 12-100A
R/W
LINE - SEE 12-100A
R/W
LINE
- SEE
12-84
R/W LINE SEE 1
2-84
SO
M -
DOT
D.O.T. FIL
E N
O. 100A
EASE
MENT LIN
E - D.O.T FIL
E N
O. 12-100A
EASE
MENT LIN
E - D.O.T FIL
E N
O. 12-100A
D.O.T. FIL
E N
O. 12-104
D.O.T. FIL
E N
O. 12-104
SO
M - D
OT
W ASHINGTON STREET
SY
MB
OL
D
ES
CR
IP
TIO
NS
YM
BO
L
DE
SC
RIP
TIO
N
ST
RIP
ING
LE
GE
ND
Str
aig
ht
Arrow
Pavem
ent
Markin
g
ON
LY
Pav
men
t M
ark
ing
Sto
p L
ine -
24
" W
ide
Do
ub
le Y
ell
ow
So
lid
Lin
e
Sin
gle
Yell
ow
Soli
d L
ine
Sin
gle
Wh
ite D
ash
ed
Lin
e
Sin
gle
Whit
e S
oli
d L
ine
SL
DY
SL
SY
SL
SW
DL
SW
SL
Str
aig
ht/
Rig
ht
Arrow
Pavem
ent
Markin
g
Str
aig
ht/
Left
Arrow
Pavem
ent
Markin
g
Left/
U-T
urn A
rrow
Pavem
ent
Markin
g
Rig
ht
Arro
w P
av
em
en
t M
ark
ing
Left
Arrow
Pavem
ent
Markin
g
MDS
MLGJAR
Scale o
f F
eet
PL
AN
25
02
550
PL
AN
PH
AS
E I
I -
TE
MP
OR
AR
Y P
AV
EM
EN
T M
AR
KIN
GS
PLANS (4 OF 6)
TEMPORARY STRIPINGPED ACCESS1/16
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\MSTA\067_TempPaveMark_04.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
KZS
SMH
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
BATH
MAINE OWNED RR & CITY STREETS
WEST APPROACH BRIDGE
SAGADAHOC COUNTY
12/15
12/15
14
5
NHPP - 1927(300)
1
2/16 ANODES
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\BRIDGE\MSTA\089_retwall_07.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
KDW
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
BATH
MAINE OWNED RR & CITY STREETS
WEST APPROACH BRIDGE
SAGADAHOC COUNTY
12/15
12/15
14
5
NHPP - 1927(300)
89
JGM
KZS/JAW
SE
CT
IO
N B
-B
Scale
: ƒ" =
1'-
0"
SE
CT
ION
A-A
Scale
: ƒ" =
1'-
0"
Cle
ar
2"
Min
.
5"
R512 thru R521
(T
yp
.)
1'-
0"
1'-0"
(D
ril
l and G
rout)
R5
28
R527
R5
53
(G
r.
10
0)
R5
33
(G
r.
10
0)
1'-0"(D
ril
l and G
rout)
R531
and V
erti
call
y) (
Typ.)
Dril
l and G
rout
(H
oriz
onta
lly
1531-R
550 @
18" E
ach D
irecti
on
alo
ng F
ace o
f A
butm
ent
Galv
an
ic R
od
An
od
es C
on
tin
uo
us
In
sta
ll 1
.1 l
b/f
t A
lkali
Acti
vate
d
Rein
fo
rcin
g w
ith
Ste
el
Wir
e
to N
ew
Dow
els
and t
o E
xis
ting
Wir
e G
alv
anic
Anodes t
ogeth
er,
REINFORCEMENT (3 OF 3)
ABUT. NO. 1 RETAINING WALL
R5
27
R518 or R519
2'-2"
(D
ril
l and G
rout)
R531
(T
yp
.)
6"
Verti
cal
Ste
el
Do
wels
Wir
e t
o a
ll e
xis
ting
Weld
Ste
el
Co
nti
nu
ity
(G
r.
10
0) (
Ty
p.)
R532, R
533, R
534
R5
23
, R
52
4,
R5
25
, R
521, R
529, R
530 (
Typ.)
R514, R
515, R
517, R
520, 6"
1'-3"
1'-6"
Verti
cal
Rein
fo
rcin
g
Anode t
o E
xis
ting
Insta
ll G
alv
anic
Gro
ut)
(D
ril
l and
R5
51
R511
R500 t
hru
Ex
isti
ng
Reb
ar (
Ty
p.)
Co
up
ler
Mechanic
al
R5
52
(G
r.
10
0)
(T
yp
.)
R5
06
an
d R
50
7
R5
22
(G
r.
10
0)
R5
22
(G
r.
10
0)
1
1
ANODES2/16
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\MSTA\096_abut1reinf_01.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
KDW
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
BATH
MAINE OWNED RR & CITY STREETS
WEST APPROACH BRIDGE
SAGADAHOC COUNTY
12/15
12/15
14
5
NHPP - 1927(300)
É B
rg
., A
bu
t. N
o.
1
96
JGM
KZS/JAW
AB
UT
ME
NT
NO
. 1
(Typ.)
1'-0" Lap
(Typ.)
1'-0" Lap
Scale
: ƒ" =
1'-
0"
(S
ee A
bu
tmen
t N
o.
1 M
od
ific
ati
on
s S
heet
fo
r S
ecti
on
Lo
cati
on
s)
Jo
int
at
Ap
pro
ach
Sla
b S
eat
Op
tio
nal
Co
nstr
ucti
on
(T
yp
.)
1'-
0" M
in.
Grout
(T
yp.)
Dril
l an
d
1'-0"
Exis
ting V
erti
cal
Rein
forcin
g
In
sta
ll G
alv
an
ic A
no
de t
o
(T
yp
.)
6"
(T
yp
.)
6"
(Min.)
1'-3"
Lap
2'-2"
6"
(T
yp
.)
1'-
0" M
in.
(Typ.)
6"
(Typ.)
6"
(Typ.)
1'-6"
(Typ.)
1'-6"
(Min.)
1'-3"
Dril
l an
d G
ro
ut
(T
yp
.)
6"
(Typ.)
1'-0"
Dril
l an
d G
ro
ut
25-A
500 @
18"
14-A502 @ 12"
25
-A
50
1 @
18
"
25-A
554 @
18"
36
-A
55
3 @
12
"
2-A
50
6
1-A
506
Verti
call
y)
(H
oriz
onta
lly a
nd
Each D
irecti
on
192-A
550 @
18"
Verti
call
y)
(H
oriz
onta
lly a
nd
Each D
irecti
on
48
-A
55
0 @
18
"
(2
5 E
ach
Face)
50-A
503 @
18"
Equal Spacing
(3 Each Face)
6-A502
4-A
50
2 E
qu
al
Sp
acin
g
Equal
Spacin
g
3- A
502
Equal Spacing
3-A502
Verti
cal
Rein
fo
rcin
g
An
od
e t
o E
xis
tin
g
In
sta
ll G
alv
an
ic
A5
09
A506 A505
A5
04
A555
(D
ril
l and G
rout)
A5
00
(Q
uan
titi
es S
ho
wn
fo
r O
ne W
all
On
ly)
(D
ril
l and G
rout)
A5
08
Face o
f A
butm
ent
An
od
es C
on
tin
uo
us a
lon
g
Acti
vate
d G
alv
an
ic R
od
Insta
ll 1
.1 l
b/f
t A
lkali
Face o
f A
butm
ent
An
od
es C
on
tin
uo
us a
lon
g
Acti
vate
d G
alv
an
ic R
od
Insta
ll 1
.1 l
b/f
t A
lkali
REINFORCEMENT (1 OF 2)
ABUTMENT NO. 1
SE
CT
ION
A-A
(A
BU
TM
EN
T)
SE
CT
ION
B-B
(W
ING
WA
LL
)
Bedrock (
Typ.)
Approxim
ate
Exis
ting
Bedrock (
Typ.)
Approxim
ate
Exis
ting
Verti
cal
Ste
el
Do
wels
Wir
e t
o a
ll e
xis
ting
Weld
Ste
el
Co
nti
nu
ity
wit
h S
teel
Wir
e
Ex
isti
ng
Rein
fo
rcin
g
Do
wels
an
d t
o
tog
eth
er,
to N
ew
Wir
e G
alv
an
ic A
no
des
Verti
cal
Ste
el
Do
wels
Wir
e t
o a
ll e
xis
ting
Weld
Ste
el
Co
nti
nu
ity
Ste
el
Wir
e
Rein
fo
rcin
g w
ith
an
d t
o E
xistin
g
tog
eth
er,
to N
ew
Do
wels
Wir
e G
alv
an
ic A
no
des
Joint
Co
nstr
ucti
on
Opti
onal
R5
32
(G
r.
10
0)
(D
ril
l and G
rout)
25-A
500 @
18"
1'-3"
x 6
Inte
rio
r B
earin
gs) (
Typ.)
(2 @
Each I
nte
rio
r B
earin
g
12
-A
75
0
A556 (
Gr. 100)
1'-3"
A507 (
Gr. 100)
x 6
Interior B
earings)
@ e
ach
In
terio
r B
earin
g
(25 @
18", P
lus 3
Addit
ional
43
-A
55
2
(T
yp
.)
2" M
in.
(T
yp
.)
2" M
in.
2/16 ANODES
1
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
HIGHWAY Division: Filename:...\MSTA\098_abut2reinf_01.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
KDW
SMH
---
---
---
--- ---
---
---
---
---
---
---
---
---
---
---
---
BATH
MAINE OWNED RR & CITY STREETS
WEST APPROACH BRIDGE
SAGADAHOC COUNTY
12/15
12/15
14
5
NHPP - 1927(300)
É B
rg., A
but.
No. 2
98
JGM
KZS/JAW
Rem
ov
e p
av
em
en
t, t
op
lay
er o
nly
, to
saw
cu
t li
ne.)
1.
Saw
ed
Bit
um
ino
us P
av
em
en
t (n
otc
h c
urb
s a
t en
d o
f d
eck
befo
re p
av
ing
.
AB
UT
ME
NT
NO
. 2
Scale
: ƒ" =
1'-
0"
(S
ee A
bu
tmen
t N
o.
2 M
od
ific
ati
on
s S
heet
fo
r S
ecti
on
Lo
cati
on
s)
Jo
int
at
Ap
pro
ach
Sla
b S
eat
Op
tio
nal
Co
nstr
ucti
on
(T
yp
.)
1'-
0" M
in.
Grout
(T
yp.)
Dril
l an
d
(T
yp
.)
6"
(Typ.)
1'-0" Lap
(Typ.)
1'-0"
(Typ.)
6"
(Typ.)
1'-3"
6"
Min.
1'-3"
(D
ril
l and G
rout)
24
-B
50
0 @
18
"15-B502 @ 12" (Max.)
Grout)
(D
ril
l an
d
24
-B
50
4 @
18
"
Verti
call
y)
(H
oriz
onta
lly a
nd
Each D
irecti
on
21
6-B
55
0 @
18
"
24-B
501 @
18"
36
-B
55
3 @
12
"
(24 E
ach F
ace)
48
-B
50
3 @
18
"
2'-2"
B5
05
Equal Spacing
(3 Each Face)
6-B502
Equal Spacing
B506
B5
09
Equal Spacing
B505
(D
ril
l and G
rout)
B5
04
Ex
isti
ng
Win
gw
all
)
4-B
51
2 (
Do
wel
In
to
Exis
ting V
erti
cal
Rein
forcin
g
In
sta
ll G
alv
an
ic A
no
de t
o
9"
1'-0"
B5
56
(Dowel Into Existing Wingwall)
3-B512
Equal Spacing
3-B502
Verti
cal
Rein
fo
rcin
g
An
od
e t
o E
xis
tin
g
In
sta
ll G
alv
an
ic
24-B
554 @
18"
Eq
ual
Sp
acin
g
3-B
502
REINFORCEMENT (1 OF 2)
ABUTMENT NO. 2
Face o
f A
butm
ent
An
od
es C
on
tin
uo
us a
lon
g
Acti
vate
d G
alv
an
ic R
od
Insta
ll 1
.1 l
b/l
f A
lkali
SE
CT
ION
A-A
(A
BU
TM
EN
T)
Verti
cal
Ste
el
Do
wels
Wir
e t
o a
ll e
xis
ting
Weld
Ste
el
Co
nti
nu
ity
Ste
el
Wir
e
Rein
forcin
g w
ith
an
d t
o E
xistin
g
togeth
er, to
New
Dow
els
Wir
e G
alv
an
ic A
no
des
3-B
502
6"
(Min.)
1'-3"
B5
05
2'-2"
(D
ril
l and G
rout)
B5
04
(Dowel Into Existing Wingwall)
3-B512
B5
55
1'-0" 9"
Ex
isti
ng
Win
gw
all
)
4-B
51
2 (
Do
wel
In
to
(Typ.)
1'-0"
(D
ril
l and G
rout)
B5
00
B5
08
(Equal Spacing)
B506
B510
B505 @ 12"
Exis
ting V
erti
cal
Rein
forcin
g
In
sta
ll G
alv
an
ic A
no
de t
o
6"
1'-3"
x 6
Inte
rio
r B
earin
gs) (
Typ.)
(2 @
Each I
nte
rio
r B
earin
g
12-B
750
(G
r. 100)
B5
13
B5
57
(G
r.
10
0)
B5
07
(G
r.
10
0)
(G
r. 100)
B511
(Typ.)
6"
1'-
3"
1'-
0" M
in.
(T
yp
.)
Verti
call
y)
(H
oriz
onta
lly a
nd
Each D
irecti
on
40
-B
56
2 @
18
"
Grout
(T
yp.)
Dril
l an
d
Verti
cal
Ste
el
Do
wels
Wir
e t
o a
ll e
xis
ting
Weld
Ste
el
Co
nti
nu
ity
Ste
el
Wir
e
Rein
fo
rcin
g w
ith
an
d t
o E
xistin
g
tog
eth
er,
to N
ew
Do
wels
Wir
e G
alv
an
ic A
no
des
Face o
f A
butm
ent
An
od
es C
on
tin
uo
us a
lon
g
Acti
vate
d G
alv
an
ic R
od
In
sta
ll 1
.1 l
b/l
f A
lkali
B5
07
(G
r.
10
0)
(G
r. 100)
B5
07
(G
r. 100)
B5
58
(T
ran
sit
ion
Barrie
r R
ein
fo
rcem
en
t n
ot
Sh
ow
n)
(Typ.)
1'-6"
(Typ.)
1'-6"
(T
yp
.)
2" M
in.
(T
yp
.)
2" M
in.
x 6
Interior B
earings)
@ e
ach I
nte
rio
r B
earin
g
Plu
s 3
Addit
ional
(2
4 @
18
",
42-B
552
É B
rg
.
É I
nte
rio
r B
eam
É E
xte
rio
r B
eam
Abutm
ent
Face o
f
(T
yp
.)
1'-
3"
Inte
rio
r B
earin
g)
B7
50
(2
@ E
ach
3 A
dd
itio
nal
B5
52
Per I
nte
rio
r B
earin
g
Win
gw
all
Rein
forcin
g
Typic
al
Abutm
ent
and
AB
UT
ME
NT
SE
AT
RE
INF
OR
CIN
G D
ET
AIL
Scale
: •" =
1'-
0"
an
d B
50
5)
B551 (
Lap w
/ B
502
Anchor B
olt
(T
yp.)
SE
CT
ION
C-C
(W
ING
WA
LL
2B
)
SE
CT
ION
D-D
(W
ING
WA
LL
2A
)
Constr
ucti
on J
oin
t
Opti
onal
Joint
Co
nstr
ucti
on
Opti
onal
112
16'-
0"
1'-
8"
É C
on
str
ucti
on
16'-
0"
1'-
8"
Zip
per P
ou
r (
Ty
p.)
UH
PC
35
'-4
"
8" S
lab
w/
Snow
Fence (
Typ.)
Galv
an
ized
3-B
ar R
ail
(T
yp
.)
5'-
0"
(T
yp
.)
4'-
0"
(T
yp
.)
5'-
0"
(T
yp
.)
1'-
8"
(T
yp
.)
2'-
0"
É C
onstr
ucti
on
Zip
per P
our (
Typ.)
UH
PC
35
'-4
"
8" S
lab
Wate
rproofin
g M
em
brane
an
d 1
/4" H
igh
Perfo
rm
an
ce
3" H
ot
Mix
Asp
halt
w/
Snow
Fence (
Typ.)
Galv
an
ized
3-B
ar R
ail
Radial
16'-
0"
Radial
16'-
0"
(T
yp
.)
5'-
0"
(T
yp
.)
4'-
0"
(T
yp
.)
5'-
0"
Radial
1'-
8"
Radial
1'-
8"
(T
yp
.)
Level
(T
yp
.)
Level
-2.0
%-2.0
%
+2.0
% to -2.0
%
Varies
-2.0
%
(T
yp
.)
8"
(T
yp
.)
8"
B8
B7
B2
B1
B3
B4
B6
B5
B2
B1
B3
B4
B8
B7
B6
B5
É L
igh
t P
ole
Cu
rb
1'-
8"
Bum
p-O
ut
1'-
6"
(T
yp
.)
10
"
1'-
8"
(T
yp
.)
1'-
6"
(T
yp
.)
10
"
A A
1'-8" 1'-6"
Face o
f C
urb
É L
igh
t P
ole
(Typ.)
8" Deck F
ascia
Ju
ncti
on
Bo
x
PL
AN
SE
CT
ION
A-A
Scale
: •" =
1'-
0"
(T
yp
.)
Brid
ge R
ail
Post
NO
TE
S
1. B
rid
ge D
rain
s n
ot
show
n.
an
d L
igh
t P
ole
É B
rid
ge L
ighti
ng S
upport
Bum
p-O
ut
SECTIONS AND DETAILS
STEEL SUPERSTRUCTURE
Wate
rproofin
g M
em
brane
an
d ‚
" H
igh
Perfo
rm
an
ce
3" H
ot
Mix
Asp
halt
Beam
(T
yp.)
an
d D
eta
ils
Sheets
for L
ocati
on
See F
ram
ing
Pla
n
Beam
(T
yp.)
Ty
pe a
nd
Lo
cati
on
Sh
eets
fo
r D
iap
hrag
m
See F
ram
ing
Pla
n
Ty
pe a
nd
Lo
cati
on
Sh
eets
fo
r D
iap
hrag
m
See F
ram
ing P
lan
1'-
7…
" M
in.
Varie
s
2'-
4‹" M
ax
.
1'-
11Œ
" M
in.
Varie
s
2'-
8‹" M
ax
.
JGM
KCD
(Spans 1 thru 17)
Varies (-2.0
% to 0.0
%)
(Span 18 only)
Cu
rb
(T
yp
.)
(T
ran
sit
ion
, S
pan
18
)
(N
orm
al
Crow
n, S
pans 1
thru 1
7)
Spans 1
thru 1
8
ST
EE
L S
UP
ER
ST
RU
CT
UR
E O
PT
ION
Sp
an
19
an
d S
pan
20
ST
EE
L S
UP
ER
ST
RU
CT
UR
E O
PT
ION
(S
uperele
vate
d o
r T
ransit
ion)
(S
ee L
igh
tin
g P
lan
s)
Meta
l C
onduit
(T
yp.)
2•" D
ia.
Galv
an
ized
Rig
id
Deck
(T
yp
.)
Cro
ss-S
lop
e o
f
Slo
pe t
o M
atc
h
Deck
(T
yp
.)
Cro
ss-S
lop
e o
f
Slo
pe t
o M
atc
h
Cu
rb
(T
yp
.)
(S
ee L
igh
tin
g P
lan
s)
Meta
l C
onduit
(T
yp.)
2•" D
ia.
Galv
an
ized
Rig
id
Max
.
1'-
8‚"
Min
.
11
Œ"
Varie
s
to B
eam
Perp
en
dic
ula
r
Measured
to B
eam
Perp
en
dic
ula
r
Measured
Min
or C
hord
(T
yp
.)
2'-
0"
Varie
s
Layout
Sheets
)
(S
ee S
urvey
(T
yp.)
(S
ee L
ighti
ng P
lans)
Rig
id M
eta
l C
on
du
it
2•" D
ia. G
alv
aniz
ed
SU
PP
OR
T B
UM
P-O
UT
BR
IDG
E L
IGH
TIN
GF
ence n
ot
Show
n)
(R
ail
ing
an
d S
no
w
Pro
tecti
ve C
oati
ng
(T
yp
.)
Lim
its o
f C
oncrete
Pro
tecti
ve C
oati
ng
(T
yp
.)
Lim
its o
f C
oncrete
1
1
COATING2/16
DESIGN-DETAILED
BYDATE PROJ. MANAGER SH
EE
T N
UM
BE
R
FIELD CHANGES
REVISIONS 1
REVISIONS 2
REVISIONS 3
REVISIONS 4
CHECKED-REVIEWED
HIGHWAY Division: Filename:...\00\BRIDGE\MSTA\112_typ_01.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
KDW
SMH
---
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BATH
MAINE OWNED RR & CITY STREETS
WEST APPROACH BRIDGE
SAGADAHOC COUNTY
12/15
12/15
14
5
NHPP - 1927(300)
ST
EE
L S
UP
ER
ST
RU
CT
UR
E N
OT
ES
14
. P
ro
vid
e ƒ
" c
ham
fers a
lon
g f
ascia
s o
f d
eck
an
d t
op
of c
urb
s.
draw
ings f
or a
pproval.
13
. B
lock
ou
t an
d d
eta
ils f
or l
ifti
ng
dev
ices a
nd
att
ach
men
ts s
hall
be i
nclu
ded
wit
h t
he w
ork
ing
reach
ed
80
% o
f t
he 2
8-d
ay
desig
n s
tren
gth
.
12. P
refabric
ate
d S
teel
Beam
Unit
s s
hall
not
be m
oved o
r t
ransporte
d u
nti
l th
e d
eck c
oncrete
has
11. S
ee S
uperstr
uctu
re L
oadin
g N
ote
on G
eneral
Note
s S
heet.
fro
m t
he l
ow
est
ele
vati
on
an
d p
ro
ceed
to
th
e h
igh
est
ele
vati
on
.
wit
hin
the b
rid
ge u
nit
and a
fte
r 4
8 h
ours h
as e
lapsed. D
urin
g U
HP
C p
lacem
ent,
begin
pours
pla
ced
co
ncu
rren
tly
wit
hin
each
brid
ge u
nit
fo
llo
win
g c
om
ple
tio
n o
f a
ll l
on
git
ud
inal
zip
per p
ou
rs
10. U
HP
C Z
ipper P
ours s
hall
be p
laced c
oncurrentl
y w
ithin
each s
pan. L
ink s
labs s
hall
be
un
der I
tem
50
2.5
8,
Ult
ra-H
igh
Perfo
rm
an
ce S
tru
ctu
ral
Co
ncrete
.
9.
Pay
men
t fo
r U
HP
C Z
ipp
er p
ou
rs,
UH
PC
Lin
k S
lab
an
d U
HP
C A
bu
tmen
t C
losu
re P
ou
r w
ill
be m
ad
e
Ite
m N
o. 502.4
9, S
tructu
ral
Concrete
Curbs a
nd S
idew
alk
s.
Paym
ent
for t
he c
oncrete
curb a
nd b
rid
ge l
ighti
ng s
upport
bum
p-out
wil
l be m
ade u
nder
8.
Th
e c
on
crete
cu
rb
sh
all
no
t b
e p
laced
un
til
the d
eck
has a
ch
iev
ed
28
-d
ay
desig
n s
tren
gth
.
an
d c
urb
s w
ill
be c
on
sid
ered
in
cid
en
tal.
7. P
aym
ent
for r
ein
forcin
g s
teel
fabric
ate
d, deli
vered, and p
laced i
n t
he s
tructu
ral
concrete
sla
b
Sta
ndard S
pecif
icati
ons S
ecti
on 5
02, S
tructu
ral
Concrete
, m
ay p
roceed.
this
perio
d,
rem
ov
al
of f
orm
wo
rk
fo
r s
ecti
on
s m
eeti
ng
th
e r
eq
uir
em
en
ts f
or f
orm
rem
ov
al
of
un
til
a m
inim
um
of 4
8 h
ou
rs h
as e
lap
sed
afte
r p
lacem
en
t o
f t
he f
inal
secti
on
of t
he s
lab
. A
fte
r
6. T
he f
orm
work a
nd i
ts s
upports
, over t
he f
ull
wid
th o
f t
he s
tru
ctu
ral
sla
b,
shall
rem
ain
in p
lace
kept
pla
sti
c u
nti
l th
e e
nti
re p
lacem
ent
has b
een m
ade.
5.
Th
e s
up
erstr
uctu
re s
lab
co
ncrete
fo
r e
ach
beam
un
it s
hall
be p
laced
co
nti
nu
ou
sly
an
d s
hall
be
4. F
orm
a o
ne i
nch V
-groove o
n t
he f
ascia
s a
t th
e h
oriz
onta
l jo
int
betw
een t
he c
urb a
nd s
lab.
Do
no
t cu
t tr
an
sv
erse r
ein
fo
rcin
g b
ars.
3.
Ad
just
rein
fo
rcin
g s
teel
to f
it a
ro
un
d t
he b
rid
ge d
rain
s i
n a
man
ner a
pp
ro
ved
by
th
e R
esid
en
t.
2.
Rein
fo
rcin
g s
teel
sh
all
hav
e a
min
imu
m c
on
crete
co
ver o
f 2
in
ch
es u
nle
ss o
therw
ise n
ote
d.
po
ur g
eo
metr
ic l
ay
ou
t.
1. S
ee S
teel
Superstr
uctu
re F
abric
ati
on D
eta
ils S
heet
for s
upport
and s
him
layout
and d
eck
125
É C
on
str
ucti
on
16'-
0"
1'-
8"
35
'-4
"
16'-
0"
1'-
8"
(T
yp
.)
5'-
0"
(T
yp
.)
2'-
0"
(T
yp
.)
4'-
0"
(T
yp
.)
5'-
0"
(T
yp
.)
1'-
8"
-2.0
%-2.0
%
(T
yp
.)
8"
Beam
DB
eam
CB
eam
BB
eam
A
B2
B1
B3
B4
B8
B7
B6
B5
Zip
per P
ou
r (
Ty
p.)
UH
PC
w/
Snow
Fence (
Typ.)
Galv
an
ized
3-B
ar R
ail
NE
XT
36
D
Wate
rproofin
g M
em
brane
an
d 1
/4" H
igh
Perfo
rm
an
ce
3" H
ot
Mix
Asp
halt
(T
yp
.)
Level
LSC
(Spans 1 thru 17)
Varies (-2.0
% to 0.0
%)
(Span 18 only)
35
'-4
"
(T
yp
.)
5'-
0"
(T
yp
.)
4'-
0"
(T
yp
.)
5'-
0"
Radial
16'-
0"
Radial
16'-
0"
-2.0
%
(T
yp
.)
8"
Beam
DB
eam
BB
eam
CB
eam
A
B2
B1
B3
B4
B6
B5
B8
B7
Zip
per P
our (
Typ.)
UH
PC
w/
Snow
Fence (
Typ.)
Galv
an
ized
3-B
ar R
ail
NE
XT
36
D
Wate
rproofin
g M
em
brane
an
d 1
/4" H
igh
Perfo
rm
an
ce
3" H
ot
Mix
Asp
halt
(T
yp
.)
Level
Radial
1'-
8"
É C
onstr
ucti
on
1'-
8"
1'-
11
†" M
in.
Varie
s
2'-
8‹" M
ax
.
1'-
7…
" M
in.
Varie
s
SECTIONS
CONCRETE SUPERSTRUCTURE
Deta
ils S
heet
fo
r D
eta
ils
Superstr
uctu
re U
tili
ty S
upport
for L
ocati
on a
nd C
oncrete
See F
ram
ing P
lan S
heets
(T
yp
.)
1"
(S
uperele
vate
d o
r T
ransit
ion)
Sp
an
19
an
d S
pan
20
CO
NC
RE
TE
SU
PE
RS
TR
UC
TU
RE
OP
TIO
N
(T
ran
sit
ion
, S
pan
18
)
(N
orm
al
Crow
n, S
pans 1
thru 1
7)
Spans 1
thru 1
8
CO
NC
RE
TE
SU
PE
RS
TR
UC
TU
RE
OP
TIO
N
NO
TE
1. B
rid
ge D
rain
s n
ot
show
n.
(T
yp
.)
Cu
rb
(T
yp
.)
Cu
rb
(T
yp
.)
1"
Varies
(S
ee L
igh
tin
g P
lan
s)
Rig
id C
on
du
it (
Ty
p.)
2•" G
alv
aniz
ed
1'-
8" M
in.
Varie
s R
adia
l
Varies
0% to 2.0
%
Varies
É M
inor C
hord
See S
urvey L
ayout
Sheet
Varie
s
Max
.
2'-
4‹"
2'-
4Œ
" M
ax.
2'-
0"
Co
ati
ng
(T
yp
.)
Pro
tecti
ve
Concrete
Lim
its o
f
Coati
ng (
Typ.)
Pro
tecti
ve
Concrete
Lim
its o
f
BEAM AGE2/16
PR
EC
AS
T C
ON
CR
ET
E S
UP
ER
ST
RU
CT
UR
E O
PT
ION
NO
TE
S
an
d s
lab
.
14
. F
orm
a o
ne i
nch
v-g
ro
ov
e o
n t
he f
ascia
s a
t th
e h
oriz
on
tal
join
t b
etw
een
th
e c
urb
13
. P
ro
vid
e d
rip
no
tch
in
acco
rd
an
ce w
ith
Sta
nd
ard
Deta
ils.
12
. S
ee S
up
erstr
uctu
re L
oad
ing
No
te o
n G
en
eral
No
tes S
heet.
hig
hest
ele
vati
on.
Durin
g U
HP
C p
lacem
ent,
begin
pours f
rom
the l
ow
est
ele
vati
on
an
d p
ro
ceed
to
th
e
longit
udin
al
zip
per p
ours w
ithin
the b
rid
ge u
nit
and a
fte
r 4
8 h
ours h
as e
lapsed.
shall
be p
laced c
oncurrentl
y w
ithin
each b
rid
ge u
nit
foll
ow
ing c
om
ple
tion o
f a
ll
11. U
HP
C Z
ipper P
ours s
hall
be p
laced c
oncurrentl
y w
ithin
each s
pan. L
ink s
labs
Po
ur w
ill
be m
ad
e u
nd
er I
tem
No
. 5
02
.58
, U
ltra-H
igh
Perfo
rm
an
ce S
tru
ctu
ral
Co
ncrete
.
10. P
aym
ent
for U
HP
C Z
ipper p
ours, U
HP
C L
ink S
lab a
nd U
HP
C A
butm
ent
Clo
sure
Ite
m N
o. 502.4
9, S
tructu
ral
Concrete
Curbs a
nd S
idew
alk
s.
Pay
men
t fo
r t
he C
urb
an
d B
rid
ge L
igh
tin
g S
up
po
rt
Bu
mp
-O
uts
wil
l b
e m
ad
e u
nd
er
9. T
he c
oncrete
curb s
hall
not
be p
laced u
nti
l th
e N
EX
T B
eam
has a
ged 9
0 d
ays.
su
perstr
uctu
re e
lem
en
t b
y d
ril
lin
g o
r s
imil
ar m
ean
s.
cam
ber b
etw
een
beam
s.
Fo
rm
su
pp
orts
sh
all
no
t b
e a
ttach
ed
to
an
y p
refab
ric
ate
d
contr
acto
r. T
he f
orm
s s
hall
be r
em
ovable
and a
ble
to a
ccom
modate
dif
ferenti
al
8.
Meth
od
of f
orm
ing
fla
ng
e c
on
necti
on
(zip
per p
ou
r) s
hall
be d
ete
rm
ined
by
th
e
and p
ow
er w
ashed t
o p
rovid
e a
roughened/e
xposed a
ggregate
surface.
faces o
f l
ink
sla
b b
lock
ou
t sh
all
be t
reate
d w
ith
co
ncrete
su
rface r
eta
rd
er o
r s
imil
ar,
7.
Fo
rm
s a
t th
e e
nd
s o
f t
he f
lan
ges a
lon
g t
he l
on
git
ud
inal
clo
su
re p
ou
r a
nd
verti
cal
- B
eam
s w
ith
str
an
d l
ay
ou
t 3
= 9
0 d
ay
s
- B
eam
s w
ith
str
an
d l
ay
ou
ts 1
or 2
= 7
5 d
ay
s
6. N
EX
T b
eam
s s
hall
be a
ged a
s f
oll
ow
s p
rio
r t
o e
recti
on
:
of b
earin
g t
o p
ro
vid
e r
ela
tiv
ely
co
nsis
ten
t creep
of c
on
crete
.
5.
NE
XT
beam
s s
hall
be s
tored
on
hard
wo
od
blo
ck
ing
wit
hin
6 i
nch
es o
f c
en
terli
ne
provid
e r
ela
tive c
onsis
tency i
n c
am
ber b
ehavio
r.
4.
NE
XT
beam
s s
hall
be r
em
ov
ed
fro
m f
orm
s w
ith
in 8
ho
urs o
f d
ete
nsio
nin
g t
o
actu
ate
d t
ools
on t
he b
eam
s w
ill
not
be p
erm
itte
d.
3. T
he d
ril
ling o
f h
ole
s i
n t
he p
restr
essed b
eam
s a
nd t
he u
se o
f p
ow
er
oth
erw
ise n
ote
d.
2.
Rein
fo
rcin
g s
teel
sh
all
hav
e a
min
imu
m c
on
crete
co
ver o
f 2
in
ch
es u
nle
ss
44 k
ips p
er p
restressing s
trand.
1. P
restr
essin
g s
trands s
hall
be 0
.6-in
. dia
mete
r. T
he t
ensio
nin
g f
orce i
s
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
HIGHWAY Division: Filename:...\00\BRIDGE\MSTA\125_typ_02.dgnUsername:Date:2/2/2016 kwentworth
OFDESIGN2-DETAILED2
DESIGN3-DETAILED3
WIN
BRIDGE PLANS
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 383819273.00
J. KITTREDGE
KZSKDW
SMH
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BATH
MAINE OWNED RR & CITY STREETS
WEST APPROACH BRIDGE
SAGADAHOC COUNTY
12/15
12/15
14
5
NHPP - 1927(300)