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Brid
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002
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Date:6/2
2/2
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mdonohue
ESTIMATED QUANTITIES
ITEM NO. QUANTITYDESCRIPTION UNIT
SHEET NUMBER
OF
BRID
GE P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
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2
DE
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GGIN
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&
GE
NE
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NO
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SE
STI
MA
TE
D
QU
AN
TITIE
S
SY202.202
6 EA
LF
1 EA
HR
2 EA
1 LS
403.2101 TON
409.15 Bituminous Tack Coat, Applied
627.733
639.19 Field Office, Type B
652.38 Flaggers
652.41
659.10 Mobilization
DE
SIG
N-
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LD
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AN
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VISIO
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1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
CM
D
9
CM
S
CR
S6/2
0
CM
S6/2
0E
CL
LSProtective Coating For Concrete Surfaces
LF24
WIN
515.21
023152.0
0
LS1202.127
3300
1620
SF2500
(5420 SY)
Removing Pavement Surface
(260 SY) 1
520.241 Bridge Joint Modification, Type 1
Expansion Device - Asphaltic Plug Joint
70 EA
652.35 SF
1 LS
Construction Signs
Maintenance Of Traffic Control Devices
Portable - Changeable Message Sign
508.14 High Performance Waterproofing Membrane 1 LS(5420 SY)
652.342 42 Inch Cone
(56 CD)652.361
320
Removing Existing Bituminous Pavement
518.50 Repair of Upward Facing Surfaces - To Reinforcing Steel < 8 Inches
519.60
HR629.05 Hand Labor, Straight Time
631.10 HRAir Compressor (Including Operator)
631.11 HRAir Tool (Including Operator)
HR631.193 Pressure Washer (Including Water Source)
631.21 HRRoad Broom (Including Operators and Hauler) 20
HR631.165 20
2315200
Infrared Asphalt Heater (Including Operator)
60 G
SY462.301 Polymer-Modified Ultra-Thin Bonded Wearing Course
110
40
20
20
20
5.
6.
4.
3.
2.
1.
GENERAL CONSTRUCTION NOTES:
7.
8.
CONCRETE DECK JOINT HEADERS
EXPOSED SURFACES OF CONCRETE ANCHORAGES ACCESSIBLE FROM BRIDGE DECK ONLY
FOLLOWING AREAS:
SILANE PROTECTIVE COATING FOR CONCRETE SURFACES TO BE APPLIED TO THE
THE NORTH APPROACH ROADWAY AS A STAGING AREA. SEE SHEET NO. 7.
THE CONTRACTOR MAY USE THE EXISTING 100'± x 35'± GRAVEL LOT ALONGSIDE
THE CONTRACTOR MUST ADHERE TO THE POSTED LOAD RESTRICTIONS AT ALL TIMES.
RESTRICTION "TRUCKS AND BUSES OVER 20,000 LBS. G.V.W. MAINTAIN 500' SPACING."
THE CONTRACTOR IS NOTIFIED THAT THE EXISTING BRIDGE HAS A POSTED LOAD
PROVIDED.
EMPLOYED, THE WORK SHALL BE SUSPENDED UNTIL ADEQUATE PROTECTION IS
TRANSPORTATION DETERMINES THAT ADEQUATE PROTECTIVE DEVICES ARE NOT
INCIDENTAL TO RELATED CONTRACT ITEMS. IF THE MAINE DEPARTMENT OF
PAYMENT FOR THIS WORK WILL NOT BE MADE SEPARATELY, BUT WILL BE CONSIDERED
OPENINGS ALONG THE CURBLINES AND THROUGH THE OPEN GRATING SAFETY WALKS.
FROM THE WORK AREA. SPECIAL ATTENTION SHALL BE PAID TO ENCLOSING THE
AREA OR BY OTHER APPROVED MEANS AND SHALL BE COLLECTED AND REMOVED
ALL DEBRIS, MATERIALS, DUST AND GRIT SHALL BE CONTAINED BY DRAPING THE WORK
FOR ANY MATERIALS OR DEBRIS TO FALL INTO THE AREAS BELOW THE BRIDGE.
CLOUD OR PLUME. THE CONTRACTOR IS ALSO NOTIFIED THAT IT IS UNACCEPTABLE
UNACCEPTABLE FOR ANY GRIT OR DUST TO ESCAPE THE WORK AREA IN A VISIBLE
THE CONTRACTOR IS NOTIFIED THAT WHILE WORKING AT THE BRIDGE SITE, IT IS
COMPENSATION.
WITH STANDARD SPECIFICATIONS SECTION 109.7, EQUITABLE ADJUSTMENTS TO
LUMP SUM PAY ITEMS, PRICE ADJUSTMENTS WILL BE MADE IN ACCORDANCE
IF A DESIGN CHANGE RESULTS IN CHANGES TO ESTIMATED QUANTITIES FORC.
FOR A LUMP SUM PAY ITEM, THOSE REQUIREMENTS WILL BE FOLLOWED.
IF OTHER CONTRACT DOCUMENTS SPECIFICALLY ALLOW A CHANGE IN PAYMENTB.
SPECIFICATIONS SECTION 109.2, ELIMINATION OF ITEMS, WILL TAKE PRECEDENCE.
IF A LUMP SUM PAY ITEM IS ESTIMATED, THE REQUIREMENTS OF STANDARDA.
QUANTITIES, EXCEPT AS FOLLOWS:
ACTUAL FINAL QUANTITIES ARE DIFFERENT FROM THE MAINEDOT PROVIDED ESTIMATED
AMOUNT, WITH NO ADDITION OR REDUCTION IN PAYMENT TO THE CONTRACTOR IF THE
PURPOSES ONLY. LUMP SUM PAY ITEMS WILL BE PAID FOR AT THE CONTRACTOR BID
ESTIMATED QUANTITIES AND ARE PROVIDED BY MAINEDOT FOR INFORMATIONAL
QUANTITIES INCLUDED FOR PAY ITEMS MEASURED AND PAID FOR BY LUMP SUM ARE
FIELD CONDITIONS HAVE BEEN FIELD VERIFIED BY THE CONTRACTOR.
DRAWINGS SHALL STATE THAT THE EXISTING DIMENSIONS, ANGLES, ELEVATIONS AND
SHOPSUBMITTED MATERIAL SUBMISSIONS HAVE BEEN APPROVED BY THE ENGINEER.
MADE THE REQUIRED MEASUREMENTS ON THE ACTUAL STRUCTURE AND THE
AND ACCURACY THEREOF AND SHALL NOT COMMENCE ANY FABRICATION UNTIL HE HAS
FIELD MEASUREMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY
CONDITIONS (i.e. MEMBER SIZES, PLATE SIZES, AND MEMBER CONFIGURATION) BY
SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY EXISTING FIELD
NECESSARY FOR THE COMPLETION OF ALL WORK BY FIELD MEASUREMENTS AND
AND ESTABLISH ALL DIMENSIONS, ANGLES, ELEVATIONS AND EXISTING DETAILS
ARE NOT GUARANTEED TO BE CORRECT. THE CONTRACTOR SHALL DETERMINE
THROUGH JUNE 24, 1939 SUPPLEMENTED BY LIMITED FIELD MEASUREMENTS AND
ARE TAKEN FROM THE CONSTRUCTION DRAWINGS DATED SEPTEMBER 14, 1937
DIMENSIONS, ANGLES, STATIONING AND ELEVATIONS SHOWN ON EXISTING DETAILS
BEEN MADE TO THE BRIDGE DURING ITS LIFE SPAN.
SHOW ANY CONSTRUCTION FIELD CHANGES OR ANY ALTERATIONS THAT MAY HAVE
THE CONSTRUCTION OF THE BRIDGE. IT IS VERY UNLIKELY THAT THE PLANS WILL
THE PLANS ARE REPRODUCTIONS OF THE ORIGINAL DRAWINGS AS PREPARED FOR
THE EXISTING BRIDGE PLANS MAY BE ACCESSED AT THE MAINEDOT WEB ADDRESS.
MAINEDOT WEB ADDRESS: htttp://www.maine.gov/mdot/contractors/
PROJECT INFORMATION REFERRED TO BELOW MAY BE ACCESSED AT THE FOLLOWING
7.
8.
9.
10.
3.
4.
5.
6.
1.
2.
SUGGESTED SEQUENCE OF CONSTRUCTION
THAN THAT SHOWN ON THESE DRAWINGS (9'-0") WILL NOT BE CONSIDERED.
SUBMITTED SEQUENCES WHICH PROVIDE FOR A NARROWER TRAVEL LANE
WRITING TO THE RESIDENT FOR APPROVAL BEFORE STARTING WORK.
BIDDING. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SEQUENCE IN
OF ONE FEASIBLE METHOD, IN ORDER TO PROVIDE A UNIFORM BASIS FOR
THE FOLLOWING CONSTRUCTION SEQUENCE IS INTENDED AS A SUGGESTION
11.
BE PERMITTED M-F, 7:30 AM - 3:30 PM OR AS DIRECTED BY THE RESIDENT).
ALTERNATING ONE-WAY TRAFFIC WITH FLAGGERS (LANE CLOSURES WILL ONLY
STEPS 2 - 3, 8 - 11 SHALL BE DONE USING SINGLE LANE CLOSURES WITH
INSTALL LINE STRIPING.
CONCRETE DECK JOINT HEADERS AS SHOWN.
APPLY SILANE PROTECTIVE COATING TO SURFACES OF ANCHORAGES AND
REMOVE AND REPLACE DECK JOINT COMPRESSION SEALS AND GLAND SEALS.
INSTALL ASPHALTIC PLUG JOINT AT THE NORTH END OF THE NORTH ANCHORAGE.
ANCHORAGE SPANS.
APPLY NEW HOT MIX ASPHALT WEARING SURFACE TO APPROACHES AND
REPEAT STEPS 4 & 5 IN THE NORTHBOUND LANE.
THE SOUTHBOUND LANE.
INSTALL NEW POLYMER-MODIFIED ULTRA-THIN BONDED WEARING COURSE IN
ULTRA-THIN BONDED WEARING COURSE IS INSTALLED.
SOUTHBOUND LANE. LANE TO REMAIN CLOSED UNTIL NEW POLYMER-MODIFIED
INSTALL NEW HIGH PERFORMANCE WATERPROOFING MEMBRANE IN THE
PERFORM CONCRETE OVERFILL REPAIRS.
OF THE BRIDGE, ANCHORAGE SPANS AND APPROACH ROADWAY
REMOVE EXISTING MEMBRANE AND WEARING SURFACE FOR THE FULL LENGTH
INSTALL CONSTRUCTION SIGNAGE ON BRIDGE APPROACHES.
Hot Mix Asphalt - 9.5mm (Polymer Modified)
5420
4" White or Yellow Painted Pavement Marking Line
700
SHEET NUMBER
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Date:6/2
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023152.0
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2315200
6/2
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6/2
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484'± 484'±
GENERAL ELEVATION
Suspended Spans
200'±
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36
8' 6' 4' 2'
34' 32' 30' 28' 26' 24' 22' 20' 18' 16' 14' 12' 10'
South
Abutm
ent
Pier 1
South
Anchorage
Pier 2
Pier 3
Pier 4
Pier 5
Pier 6
Pier 7
North
Anchorage
Spans
Approach
Spans
Approach
Span No. 1 1A 2 3 4 5 6 7 8
Deer Isle Sedgwick
M.T.L. El. -0.3± M.H.W. El. 4.7±
80'±
= 130'±
2 @ 65'±
33'-6"±
= 130'±
2 @ 65'±
293.5'±
1080'±
2048'±
= 130'±
2 @ 65'± 80'±
32'-6"±
Navigation Channel 85'±
El. 213.25
1117.5' 400' 954'
Vertical Curve
El. 19.587El. 30.215
El. 38.665
El. 70.125
El. 92.225 El. 92.225
El. 70.125
El. 38.665El. 30.215
P.V.I. El. 105.225
100'El. 98.725 El. 97.100
LIMITS OF HIGH PERFORMANCE WATERPROOFING MEMBRANE AND WEARING SURFACE REPLACEMENT (SEE SHEETS 4 - 7)(SEE SHEET 7) (TYP.)
REPAVING.
AND ANCHORAGE
APPROACH ROADWAY
LIMITS OF
6.5% ± Grade 6.5% ± Grade
NOTES:
1.
SURFACES ACCESSIBLE FROM THE BRIDGE DECK ONLY.
SILANE PROTECTIVE CONCRETE COATING TO BE APPLIED TO EXPOSED
OF CONSTRUCTION SEE SHEET NO. 2.
FOR GENERAL CONSTRUCTION NOTES AND SUGGESTED SEQUENCE
2.
Suspended Spans
É Pier 4 É Pier 5
GENERAL PLAN
Spans
Approach
Spans
Approach
Reach
Eggemoggin
(SEE SHEET 6)
OR GLAND SEAL
COMPRESSION SEAL
NEW DECK JOINT
(SEE SHEET 6)
OR GLAND SEAL
COMPRESSION SEAL
NEW DECK JOINT
(SEE SHEET 7)
PLUG JOINT
NEW ASPHALTIC
(SEE NOTE 2)
SURFACES OF ANCHORAGE
CONCRETE COATING TO SELECT
APPLY SILANE PROTECTIVE
JOINT HEADER
SURFACE OF CONCRETE
CONCRETE COATING TO TOP
APPLY SILANE PROTECTIVE
JOINT HEADER
SURFACE OF CONCRETE
CONCRETE COATING TO TOP
APPLY SILANE PROTECTIVE
(SEE NOTE 2)
SURFACES OF ANCHORAGE
CONCRETE COATING TO SELECT
APPLY SILANE PROTECTIVE
UNIT
SUBSTRUCTURE
SOUTH ANCHORAGE
NORTH ANCHORAGE
120
120
(SY)
SILANE PROTECTIVE COATING
DECK JOINT HEADER
SOUTH ABUTMENT
S. END S. ANCHORAGE
N. END S. ANCHORAGE
S. END N. ANCHORAGE
5
5
5
5
(SY)
SILANE PROTECTIVE COATING
SHEET NUMBER
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4
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023152.0
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2315200
6/2
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6/2
0
Anemometer
Existing
Support Bracket
Existing Anemometer
Girder (Typ.)
Existing Stiffening
Girder (Typ.)
É Stiffening
É Main Cable &
AT ANEMOMETER SUPPORT BRACKETS
EXISTING HALF-SECTION
L 2• x 2 x Š
Existing
23'-6"± C-C
20'-0"± Curb-Curb
TYPICAL SUSPENDED SPAN TRANSVERSE SECTION
Existing Lateral Bracing (Typ.)
Existing Navigation Light
Utility (Typ.)
Existing
(Typ.)
Existing Suspender
(Typ.)
Existing Fairing
Grating
Fiberglass
Existing •"
AT NAVIGATION LIGHTS
EXISTING HALF-SECTION
@ 7'-0"± C-C
Existing Floorbeam
Curbline (Typ.)
Existing
STAGE III - 9'-6" ±
STAGE IV - 10'-4" ±
STAGE II - 9'-6" ±
STAGE I - 10'-4" ±
MEMBRANE
PERFORMANCE WATERPROOFING
WEARING SURFACE AND HIGH
REMOVE AND REPLACE EXISTING
(See Notes 3 & 4) (Typ.)
To Safety Walk Support Framing
Existing Curb Plate RivetedWalk (Typ.)
1'-9"± Safety
COURSE ON HIGH PERFORMANCE WATERPROOFING MEMBRANE
PLACE POLYMER-MODIFIED ULTRA-THIN BONDED WEARING
PLACE HIGH PERFORMANCE WATERPROOFING MEMBRANE
COURSE ON HIGH PERFORMANCE WATERPROOFING MEMBRANE
PLACE POLYMER-MODIFIED ULTRA-THIN BONDED WEARING
(SEE NOTE 5)
PLACE HIGH PERFORMANCE WATERPROOFING MEMBRANE
STAGE IV:
STAGE III:
STAGE II:
STAGE I:
6•
"
(24 WF 74)
Existing Floorbeam
2•
"2•
"
1"
(See Note 2)
Lightweight Concrete
Precast Structural 2" x ‚" Cross Bar
Overfill
Existing 1"
TRANSVERSE DECK SECTION
TYPICAL SUSPENDED SPAN
Main Bar (Typ.)
Existing 5‰"
MEMBRANE - TO BE REMOVED
HIGH PERFORMANCE WATERPROOFING
EXISTING WEARING SURFACE WITH
2.
3.
4.
NOTES:
1.
5.
WATERPROOFING MEMBRANE APPLIED IN STAGES I & III.
SCRIM TO BE INSTALLED AT LONGITUDINAL JOINT BETWEEN HIGH PERFORMANCE
THAT DEBRIS IS CONTAINED.
WEARING SURFACE AND INSTALLATION OF NEW MEMBRANE AND WEARING SURFACE SUCH
SURFACE/DECK AND COVER SAFETY WALK DURING REMOVAL OF EXISTING MEMBRANE AND
CONTRACTOR SHALL COVER GAP/OPENING BETWEEN CURB PLATE AND TOP OF WEARING
FOR CONSTRUCTION STAGING.
CLEAR DISTANCE AT RIVET LOCATIONS. CLEAR DISTANCE TO BE CONSIDERED 19'-10" ±
RIVETED CONNECTION BETWEEN CURB PLATE AND CATWALK FRAMING REDUCES 20'-0" ±
STEEL GRID AND 1" OVERFILL.
PRECAST STRUCTURAL LIGHTWEIGHT CONCRETE FILL CONSISTS OF 2•" FILL WITHIN
SEE SHEET NO. 2.
FOR GENERAL CONSTRUCTION NOTES AND SUGGESTED SEQUENCE OF CONSTRUCTION
(TYP.)
6" Min. CUT (TYP.)
•" DEEP SAW
Overfill
Existing 1"
Top Of Overfill
2" x ‚" Cross Bar
(24 WF 74)
Existing Floorbeam
DECK SECTION DURING CONSTRUCTION
TYPICAL SUSPENDED SPAN TRANSVERSE
Main Bar (Typ.)
Existing 5‰"
CUT (TYP.)
•" DEEP SAW
OVERFILL TO BE REPAIRED
AREA OF DETERIORATED
6•
"
(24 WF 74)
Existing Floorbeam
2•
"2•
"
1"
(See Note 2)
Lightweight Concrete
Precast Structural
2" x ‚" Cross Bar
Overfill
Existing 1"
TRANSVERSE DECK - FINAL
TYPICAL SUSPENDED SPAN
REPAIRED OVERFILL AREA
Main Bar (Typ.)
Existing 5‰"
WATERPROOFING MEMBRANE
WEARING COURSE ON HIGH PERFORMANCE
†" POLYMER-MODIFIED ULTRA-THIN BONDED
PLAN VIEW - DECK REPAIR AREA
CUT (TYP.)
•" DEEP SAW
Overfill
Deteriorated/Spalled
(TYP.)
6"
MIN.
TO BE REPAIRED
AREA OF OVERFILL
SHEET NUMBER
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023152.0
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2315200
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6/2
0
20'-0"± Curb-Curb
TYPICAL APPROACH SPAN TRANSVERSE SECTION
@ 6'-6"± C-C
Existing Floorbeam
Curbline (Typ.)
Existing
STAGE III - 9'-6" ±
STAGE IV - 10'-4" ±
STAGE II - 9'-6" ±
STAGE I - 10'-4" ±
MEMBRANE
PERFORMANCE WATERPROOFING
WEARING SURFACE AND HIGH
REMOVE AND REPLACE EXISTING
(See Notes 3 & 4) (Typ.)
To Safety Walk Support Framing
Existing Curb Plate Riveted
Walk (Typ.)
1'-6"± Safety
Safety Walk Grating (Typ.)
COURSE ON HIGH PERFORMANCE WATERPROOFING MEMBRANE
PLACE POLYMER-MODIFIED ULTRA-THIN BONDED WEARING
PLACE HIGH PERFORMANCE WATERPROOFING MEMBRANE
COURSE ON HIGH PERFORMANCE WATERPROOFING MEMBRANE
PLACE POLYMER-MODIFIED ULTRA-THIN BONDED WEARING
(SEE NOTE 5)
PLACE HIGH PERFORMANCE WATERPROOFING MEMBRANE
STAGE IV:
STAGE III:
STAGE II:
STAGE I:
(14 WF 42)
Existing Floorbeam
(See Note 2)
Lightweight Concrete
Precast Structural
Cross Bar
Existing 2" x ‚"
Overfill
Existing 1"
TRANSVERSE DECK SECTION
TYPICAL APPROACH SPAN
Main Bar (Typ.)
Existing 5‰"
MEMBRANE TO BE REMOVED
HIGH PERFORMANCE WATERPROOFING
EXISTING WEARING SURFACE WITH
2.
3.
4.
NOTES:
1.
5.
WATERPROOFING MEMBRANE APPLIED IN STAGES I & III.
SCRIM TO BE INSTALLED AT LONGITUDINAL JOINT BETWEEN HIGH PERFORMANCE
THAT DEBRIS IS CONTAINED.
WEARING SURFACE AND INSTALLATION OF NEW MEMBRANE AND WEARING SURFACE SUCH
SURFACE/DECK AND COVER SAFETY WALK DURING REMOVAL OF EXISTING MEMBRANE AND
CONTRACTOR SHALL COVER GAP/OPENING BETWEEN CURB PLATE AND TOP OF WEARING
FOR CONSTRUCTION STAGING.
CLEAR DISTANCE AT RIVET LOCATIONS. CLEAR DISTANCE TO BE CONSIDERED 19'-10" ±
RIVETED CONNECTION BETWEEN CURB PLATE AND CATWALK FRAMING REDUCES 20'-0" ±
STEEL GRID AND 1" OVERFILL.
PRECAST STRUCTURAL LIGHTWEIGHT CONCRETE FILL CONSISTS OF 2•" FILL WITHIN
SEE SHEET NO. 2.
FOR GENERAL CONSTRUCTION NOTES AND SUGGESTED SEQUENCE OF CONSTRUCTION
(14 WF 42)
Existing Floorbeam
DECK SECTION DURING CONSTRUCTION
TYPICAL APPROACH SPAN TRANSVERSE
Top Of Overfill
2" x ‚" Cross Bar
CUT (TYP.)
•" DEEP SAW
(TYP.)
6" Min. CUT (TYP.)
•" DEEP SAW
Overfill
Existing 1"
Main Bar (Typ.)
Existing 5‰"
OVERFILL TO BE REPAIRED
AREA OF DETERIORATED
6•
"
(14 WF 42)
Existing Floorbeam
2•
"2•
"
1"
Overfill
Existing 1"
TRANSVERSE DECK - FINAL
TYPICAL APPROACH SPAN
(See Note 2)
Lightweight Concrete
Precast Structural
2" x ‚" Cross Bar
REPAIRED OVERFILL AREA
Main Bar (Typ.)
Existing 5‰"
WATERPROOFING MEMBRANE
WEARING COURSE ON HIGH PERFORMANCE
†" POLYMER-MODIFIED ULTRA-THIN BONDED
PLAN VIEW - DECK REPAIR AREA
CUT (TYP.)
•" DEEP SAW
Overfill
Deteriorated/Spalled
(TYP.)
6"
MIN.
TO BE REPAIRED
AREA OF OVERFILL
SHEET NUMBER
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Deck Joint Repair
Details.d
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Date:6/2
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DE
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LD
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AN
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RE
VISIO
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RE
VISIO
NS
2
RE
VISIO
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3
RE
VISIO
NS
4
CH
EC
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D-
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VIE
WE
D
DE
SIG
N2-
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TAIL
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2
DE
SIG
N3-
DE
TAIL
ED
3
DE
CK J
OIN
T
RE
PAIR
DE
TAIL
S
EC
L
CM
DC
RS
CM
S
CM
S
023152.0
0
2315200
6/2
0
6/2
0
(14 WF 42)
Existing Floorbeam
2 ‚
"±
1 †" MOVEMENT RATING
NEW COMPRESSION SEAL -
Existing WT Angle
Top of Abutment Existing End Trim Ê
Form (Typ.)
Sheet Metal
Retaining Bar (Typ.)
Existing 1" x …" Seal
Existing ƒ" Bent Ê (R = 1 ‡" Min.)
MEMBRANE
PERFORMANCE WATERPROOFING
BONDED WEARING COURSE ON HIGH
NEW POLYMER-MODIFIED ULTRA-THIN
6.5% ±
WEARING SURFACE
HOT MIX ASPHALT
NEW 2 ‚"± THICK
TO BE APPLIEDPROTECTIVE COATINGLIMITS OF
SILANE
SECTION THROUGH DECK JOINT AT SOUTH ABUTMENT
(14 WF 42)
Existing Floorbeam
2 ‚
"
•" MOVEMENT RATING
NEW COMPRESSION SEAL -
Existing WT Angle
Top of AnchorageExisting End Trim Ê
Retaining Bar (Typ.)
Existing 1" x …" Seal
Metal Form (Typ.)
Existing Sheet
Existing ƒ" Bent Ê (R = 1 ‡" Min.)
MEMBRANE
PERFORMANCE WATERPROOFING
BONDED WEARING COURSE ON HIGH
NEW POLYMER-MODIFIED ULTRA-THIN
6.5% ±
TO BE APPLIED
PROTECTIVE COATING
LIMITS OF SILANE
(SEE SHEET NO. 7)
WATERPROOFING MEMBRANE
ON HIGH PERFORMANCE
ASPHALT WEARING SURFACE
NEW 2 ‚"± THICK HOT MIX
(NORTH & SOUTH DECK JOINTS ADJACENT TO SOUTH ANCHORAGE SIMILAR - OPPOSITE HAND)
SECTION THROUGH DECK JOINT AT NORTH ANCHORAGE
(14 WF 42)
Existing Floorbeam
(24 WF 74)
Existing Floorbeam
Approach Span Suspended Span
8 •
"
6 •
"
REQUIRED
3" TOTAL MOVEMENT
NEW GLAND SEAL
Existing Steel Extrusion (Typ.)
Form (Typ.)
Existing Sheet Metal
SECTION THROUGH DECK JOINT AT PIER 3
(PIER 6 SIMILAR - OPPOSITE HAND)
(R = 1 ‡" Min.)
Existing ƒ" Bent ÊMEMBRANE (TYP.)
PERFORMANCE WATERPROOFING
BONDED WEARING COURSE ON HIGH
NEW POLYMER-MODIFIED ULTRA-THIN
L 8 x 4 x •
Existing
6.5% ±
NOTES:
1.
2.
CHART ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY.
GLAND SEAL SETTING TABLE AND COMPRESSION SEAL ADJUSTMENT
TO ORDERING.
SEAL MATERIAL SPECIFICATIONS TO THE RESIDENT FOR APPROVAL PRIOR
THE CONTRACTOR SHALL SUBMIT THE GLAND SEAL AND COMPRESSION
1.
2.
INSTALL NEW JOINT SEALS.
BRUSHING.
ALL LOOSE RUST BY SAND BLASTING, WIRE BRUSHING OR MACHINE WIRE
CLEAN EXISTING BENT PLATES, ANGLES AND EXTRUSIONS TO REMAIN OF
REMOVE EXISTING COMPRESSION SEALS AND GLANDS AT LOCATIONS SHOWN.
SUGGESTED SEQUENCE OF CONSTRUCTION
3.
-1" +•" +1"-•" 0
120°
105°
90°
75°
60°
45°
30°
15°
-15°
-30°
0°
COMPRESSION SEAL ADJUSTMENT CHART
DE
GR
EE
S
FA
HR
EN
HEIT
REQUIRED
MOVEMENT
TOTALTEMPERATURE (° F)
DIM "X" MEASURED PARALLEL TO É OF ROADWAY
120° 105° 90° 75° 60° 45° 30° 15° -15° -30°0°
3" •" ƒ" 2"1 „" 1…" 1ƒ" 2‚"2†" 3„"3•"2‡"
GLAND SEAL SETTING TABLE
SHEET NUMBER
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_Pave
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Date:6/2
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02
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VISIO
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2
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VISIO
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RE
VISIO
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4
CH
EC
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D-
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VIE
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SIG
N2-
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TAIL
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2
DE
SIG
N3-
DE
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3
EC
L
CM
DC
RS
CM
S
CM
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023152.0
0
2315200
6/2
0
6/2
0
LEGEND
AND NEW HOT MIX ASPHALT
LIMIT OF PAVEMENT REMOVAL
CONTRACT ITEMS.
APPROACH ROADWAYS. ASPHALT RAMPS TO BE CONSIDERED INCIDENTAL TO RELATED
IN TOP OF PAVEMENT ELEVATIONS BETWEEN BRIDGE SPANS, ANCHORAGE SPANS, AND
CONTRACTOR TO PROVIDE ASPHALT RAMPS AS REQUIRED TO ACCOMMODATE DIFFERENCES
JOINT DETAIL (ROADWAYS), AND PAID FOR UNDER ITEM 202.202.
SURFACE IN ACCORDANCE WITH STANDARD DETAIL 202(01) PAVEMENT OVERLAY BUTT
THE EXISTING PAVEMENT IS TO BE REMOVED TO A MAXIMUM DEPTH OF 3" FROM THE
NOTES:
1.
2.
Deer Isle
55'±
Area
Parking
Gravel
Anchorage
South
É South
Abutm
ent
21'-0"±
31'-6"±
20'-0"±
20'-0"±
20'-0"±
25'±
A
A
CC
B
B
B
B
PLAN VIEW
SOUTH APPROACH ROADWAY
(Typ.)
Existing Guardrail
NEW SAW CUT
PAVEMENT MARKINGS
WHITE AND YELLOW
LIMITS OF NEW 4" SOLID
Sedgwick
55'±
Anchorage
North
(Typ.)
Chain Link Fence
Utility Pole (Typ.)
Staging Area
100'± x 35'±
31'-6"±
20'-0"± 20'-0"± 22'-0"±
C C
25'±
A
A
B
B
B
B
PLAN VIEW
NORTH APPROACH ROADWAY
(Typ.)
Existing Guardrail
SAW CUT
PAVEMENT MARKINGS
WHITE AND YELLOW
LIMITS OF NEW 4" SOLID
PLUG JOINT
NEW ASPHALTIC
TYPICAL ANCHORAGE PAVEMENT
SECTION A-A
Existing Anchorage Slab
Face of Curb
2‚" HOT MIX ASPHALT
MEMBRANE
WATERPROOFING
HIGH PERFORMANCE
SEE SECTION A-A
FOR ANCHORAGE PAVEMENT
TO BE MILLED
EXISTING PAVEMENT
ƒ" DEPTH OF
Approach Roadway
Existing
80'-0"±
TYPICAL LONGITUDINAL SECTION THROUGH APPROACH ROADWAY
SECTION C-C
ROADWAY
END OF APPROACH
Bridge Deck
Existing
BE MILLED
PAVEMENT TO
EXISTING
3" DEPTH OF
1'-0"
BITUMINOUS TACK COAT
3" HOT MIX ASPHALT
VARIES
1'-6"±
Slope Varies
Existing Grade
TYPICAL ROADWAY SECTION AT APPROACH RAIL
SECTION B-B
FACE OF RAIL
LEVEL TO
Existing Guardrail
Existing Edge of Pavement
0" TO 3"
VARIES
NEW PAVEMENT
10"10"
PLUG JOINT AT NORTH END OF NORTH ANCHORAGE
SECTION THROUGH NEW ASPHALTIC
Existing Subbase
Asphalt to Remain
Existing Hot Mix
Existing Anchorage Slab
MILLED SURFACE OF ANCHORAGE
SITS FLUSH ON EXISTING SUBBASE AND
ASPHALTIC PLUG JOINT BRIDGING PLATE
MILL EXISTING ANCHORAGE SO THAT
WATERPROOFING MEMBRANE
HIGH PERFORMANCE
PAVEMENT (TYP.)
SAW CUT & GRIND
2‚" HOT MIX ASPHALT
ASPHALTIC PLUG JOINT
3" HOT MIX ASPHALT
6.5% ±
PERMANENT ADVANCE WARNING SIGNING
500'5
00'
CONSTRUCTION
END
ROUTE
15
500'500'
CONSTRUCTION
END
25
MPH
25
MPH
ROUTE 175
ROUTE 15
RO
UTE 15
1000'
1000' 25
MPH
START OF CONSTRUCTION
MESSAGE SIGN
CHANGEABLE
25
MPH
MESSAGE SIGN
CHANGEABLE
2000'
WORK
ROAD
500'
WORK
ROAD
2000'
WORK
ROAD
500'
WORK
ROAD
BRIDGE
ON DEER ISLE - SEDGWICK
RESTRICTIONS 9'
LANE WIDTH
BRIDGE
ON DEER ISLE - SEDGWICK
RESTRICTIONS 9'
LANE WIDTH
EGGEMOGGIN REACH
TYPICAL WORK ZONE
N.T.S.
TAPER (TYP.)
50'
(TYP.)
SPEED
LIMIT
15LIMIT
SPEED
ZONE
WORK
FROM
AWAY
FACING
ZONE
WORK
INTO
FACING
SPEED
LIMIT
15ZONE
WORK
FROM
AWAY
FACING
350'350'
AHEAD
ROAD
ONE LANE
MPH
15
350'
90' 350' 350'
AHEAD
ROAD
ONE LANE
MPH
15
SPEED
LIMIT
15 ZONE
WORK
FROM
AWAY
FACING
SPEED
LIMIT
15LIMIT
SPEED
ZONE
WORK
FROM
AWAY
FACING
ZONE
WORK
INTO
FACING
(TYP.)
42" TRAFFIC CONE
90'
Existing Double Yellow Centerline
100' MIN.
15' (TYP.)
É South AbutmentNorth Anchorage
Limits Of
ZONE
WORK
ZONE
WORK
ZONE
WORK
ZONE
WORK
100'
(TYP.)
30
30
NOTES:
1.
2.
3.
IN ACCORDANCE WITH MAINEDOT APM 431.
REDUCTION IN THE REGULATORY WORK ZONE SPEED LIMIT SHALL BE
REQUIRED.
SIGNS SHALL BE COVERED OR REMOVED WHEN THEY ARE NOT
MINIMUM TRAVEL LANE WIDTH SHALL BE 9 FEET.
APPROVED BY THE RESIDENT.
ALL DISTANCES MAY BE ADJUSTED TO FIT FIELD CONDITIONS AS
4.
SHEET NUMBER
OF
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_Traffic
Control 1.d
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Date:6/2
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AN
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RE
VISIO
NS
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VISIO
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2
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VISIO
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3
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VISIO
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4
CH
EC
KE
D-
RE
VIE
WE
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DE
SIG
N2-
DE
TAIL
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2
DE
SIG
N3-
DE
TAIL
ED
3
EC
L
CM
DC
RS
CM
S
CM
S
DE
ER IS
LE-S
ED
GWIC
K
BRID
GE
EG
GE
MO
GGIN
RE
AC
H
8
1
OF
2
TR
AF
FIC
MA
NA
GE
ME
NT
PL
AN
9
2315200
6/2
0
6/2
0
Roadway
Top Of Existing
Curbline (Typ.)
Existing
TRAVEL LANE
TYPICAL WORK AREA CROSS SECTION
20'-0"± Curb-Curb
SCALE: …" = 1'-0"
(APPROACH SPAN SHOWN, SUSPENDED SPAN SIMILAR)
WORK ZONE
Safety Walk (Typ.)
9'-0"
WITH BALLAST
42" TRAFFIC CONE
SHEET NUMBER
OF
99
DE
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LE-S
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GWIC
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Traffic
Control 2.d
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Date:6/2
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WIN
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AT
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NA
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NC
OC
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CO
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DE
SIG
N-
DE
TAIL
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BY
DA
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PR
OJ.
MA
NA
GE
R
FIE
LD
CH
AN
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S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
EC
L
CM
DC
RS
CM
S
CM
S
DE
ER IS
LE-S
ED
GWIC
K
BRID
GE
EG
GE
MO
GGIN
RE
AC
H
2
OF
2
TR
AF
FIC
MA
NA
GE
ME
NT
PL
AN
2315200
6/2
0
6/2
0
CONSTRUCTION
END
NUMBER
IDENTIFICATIONTEXT
REQUIRED
OF SIGNS
NUMBER
FEET
SQUARE
AREA IN
W20-4
(inch)
SIZE OF SIGN
WIDTH HEIGHT
1836
4848
4848
4848
2
2
2
2
32.00
32.00
32.00
9.00
TOTAL
W20-7a
MPH
153030 2
3030 4W13-1 (25)
W13-1 (15)
25.00
G20-2
W20-1 (2000)
12.50
4872 4 96.00W-LR
AHEAD
ROAD
ONE LANE
MPH
25
4848 2 32.00W20-1 (500)
SPEED
LIMIT
15
LIMIT
SPEED
R2-1
R2-1
24 30
24 30
24
2
4
4
10.00
20.00
2000'
WORK
ROAD
500'
WORK
ROAD
BRIDGE
ON DEER ISLE - SEDGWICK
RESTRICTIONS 9'
LANE WIDTH
G20-5aP 18 ZONE
WORK
12.00
30
312.50
1.
THE RESIDENT.
FOR A SIGN, THE DISTANCES CAN BE INCREASED AS APPROVED BY
ARE MINIMUM DISTANCES, IF THERE IS A SIGHT DISTANCE PROBLEM
THE SIGN SPACING FOR THE TRAFFIC MANAGEMENT SIGNING
NOTES:
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