Idea Transcript
NOTES: PROJECT MANAGER P. GENDRON
1. ALL DIMENSIONS AND ELEVATIONS ON THIS SHEET HAVE BEEN TAKEN FROM RECORD PLANS. ACTUAL DIMENSIONS AND ELEVATIONS MAY BE SLIGHTLY DIFFERENT. ELEVATIONS ARE PROVIDED TO SHOW APPROXIMATE HEIGHTS OF
52'-6"
SUBSTRUCTURE ELEMENTS AND SHOULD NOT BE USED TO RE-ESTABLISH PEDESTAL HEIGHTS.
c SOUTHBOUND
B
0" . 53 2' °2 31
CONTRACTOR AND ENGINEER TO FIELD VERIFY
GR D NO I RT H
EW SK
ELEVATION PRIOR TO REMOVAL OF CONCRETE. CONCRETE REPAIRS ARE TO BE SET TO THESE GRADES DURING PEDESTAL REPAIR OPERATIONS.
B
2. ITEM 559.16960118- PROTECTIVE SEALING OF STRUCTURAL CONCRETE SHALL BE APPLIED
2 7/16 "
TO ALL AREAS OF CONCRETE REPAIRED SURFACES OF
12' -6"
P23
CHECK P. GENDRON
THE ABUTMENTS, PIERS, PEDESTALS AND BACKWALLS.
1'-1 1/2"
1'-6" P22
P21
P20
P19
P24
3. CONTRACTOR SHALL SOUND ALL SUBSTRUCTURE CONCRETE IN PRESENCE OF EIC OR DESIGNEE TO DETERMINE THE EXTENT OF ACTUAL
P30 P29
P28
P27
P26
CONCRETE DETERIORATION. ITEM 582.06 -
P25
REMOVAL OF STRUCTURAL CONCRETE -
2 3/8 "
REPLACEMENT WITH CLASS D CONCRETE AND ITEM 582.05 - REMOVAL OF STRUCTURAL CONCRETE - REPLACE WITH CLASS A CONCRETE
1'-1 1/2 "
A
SHALL BE USED TO MAKE ALL NECESSARY
A
9'-4 7/16 "
9'-4 7/16 "
9'-4 7/16 "
9'-4 7/16 "
9'-4 7/16"
SUBSTRUCTURE REPAIRS. THE CONTRACTOR
1'-6"
SHALL ANTICIPATE REPAIRS ON ALL SUBSTRUCTURE ELEMENTS. " -0 8'
" -0 8'
" -0 6'
" -0 8'
" -0 2'
" -0 8'
" -0 8' DRAFTING D. CRON
BIN 1031161 PIER 2 ITEM 582.06
BIN 1031161 BEGIN PIER 2 PLAN I-81 SB OVER 990G NTS
15'-9"
15'-9"
P29
P28
P27
P26
ITEM 582.06 APPROX. 2 SF RIGHT FACE OF PED.
P22
P21
P20
P19
P25
P23
P24
4' -6"
P30
ITEM 582.06 APPROX. 2 SF RIGHT FACE OF PED.
D
C
3'-0"
DESIGN SUPERVISOR J. ESPOSITO
USER = mford
FILE NAM E = 950098_cpb_01_pi er_2. dgn
DATE/TIM E = 21-APR-2016 13: 39
NTS
D
VIEW C-C
C
JOB MANAGER P. GENDRON
3' -0"
12' -3"
CHECK P. GENDRON
15'-9"
DESIGN D. CRON
ITEM 582.06 - REMOVE STRUCTURAL CONCRETE REPLACE WITH CLASS D CONCRETE - SF
19.00 S.F.
BIN 1031161 PIER 2 ELEVATION (VIEW A-A) I-81 SB OVER 990G
VIEW D-D
BIN 1031161 PIER 2 ELEVATION (VIEW B-B) I-81 SB OVER 990G
NTS
NTS
AFFIX SEAL: ON:
NTS
ALTERED BY: ON:
AS-BUILT REVISIONS DESCRIPTION OF ALTERATIONS:
61-11 INT. RTE. 505 FIVE MILE POINT TO EAST CITY LINE
PIN 9500.98 I-81
5022 BINGHAMTON TO WINDSOR PART 2
BRIDGES 1031161
CULVERTS
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIER 2 1031161 OVER 990G
COUNTY: BROOME
REGION: 09
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
CONTRACT NUMBER
D263152 DRAWING NO.ST1-5 SHEET NO. 57
LIMITS OF ITEM 584.07090011 ITEM 584.07090111
PROJECT MANAGER P. GENDRON
ITEM 584.07090011 ITEM 584.07090111
DECK REPAIR NOTES:
EXISTING DECK
IN THE PRESENCE OF THE ENGINEER OR DESIGNEE, THE CONTRACTOR SHALL SOUND THE ENTIRE BRIDGE DECK AND APPROACH SLAB AREAS TO DETERMINE NECESSARY CONCRETE REPAIRS. AS PER THE ENGINEER UNDER ITEM 584.07090011, THE CONTRACTOR SHALL REMOVE ANY DETERIORATED CONCRETE PLUS 6" IN ALL DIRECTIONS TO ENSURE THE DETERIORATED CONCRETE HAS BEEN REMOVED.
ITEM 584.50000018
NOTES: 1. MOVEABLE BARRIER SYSTEM SHALL BE PLACED AT BOTH BRIDGES. SEE WORK ZONE TRAFFIC CONTROL PLANS FOR BARRIER PLACEMENT LOCATIONS AND QUANTITIES.
THE PERIMETER OF THE REPAIR AREA SHALL BE SAW CUT TO A MAXIMUM DEPTH OF 1-•". COST OF SAWCUTTING SHALL BE INCLUDED IN BID PRICE FOR ITEM 584.07090011.
2. EXISTING PAVEMENT MARKING STRIPES THAT CONFLICT WITH THE WORK ZONE PHASING SHALL BE REMOVED AS AS PER PLAN AND AS DESIGNATED BY THE ENGINEER-IN-CHARGE. PAYMENT SHALL BE MADE UNDER ITEM 619.080102.
1" MINIMUM FULL DEPTH REPAIRS ARE NOT ANTICIPATED IN THIS PROJECT.
3. REPAIR FASCIA, ITEM 582.06 REMOVAL OF STRUCTURAL CONCRETE REPLACE WITH CLASS D CONCRETE IN VARIOUS LOCATIONS (BOTH SIDES) 4. PRIOR TO PLACEMENT OF THE OVERLAY, THE CONTRACTOR SHALL SOUND THE EXISTING DECK AND REPAIR ALL CONCRETE AREAS IDENTIFIED AS DIRECTED BY THE ENGINEER-IN-CHARGE. PAYMENT FOR THIS WORK SHALL BE INCLUDED IN THE ITEMS 584.07090011 SURFACE PREPARATION FOR RAPID SETTING CONCRETE BRIDGE DECKS AND APPROACH SLABS AND ITEM 584.07090111 FURNISH AND PLACEMENT OF RAPID SETTING CONCRETE BRIDGE DECK AND APPROACH SLAB REPAIRS.
CHECK P. GENDRON
DUE TO THE NATURE OF RECONSTRUCTION PROJECTS, THE RECORD PLANS ARE NOT ALWAYS INDICATIVE OF THE ACTUAL FIELD CONDITIONS. THE EXISTING COVER OVER THE TOP REINFORCEMENT MAT MAY BE DEEPER OR SHALLOWER THAN DEPICTED ON THESE DRAWINGS (WHICH ARE BASED ON RECORD PLANS). THE CONTRACTOR SHALL NOT BE COMPENSATED (EITHER TIME OR MONEY) FOR ADDITIONAL CONCRETE COVER REMOVAL OR PLACEMENT.
PLACE PLASTIC COATED REINFORCEMENT SUPPORTS TO MAINTAIN PROPER REINFORCEMENT COVER A.O.B.E. COST SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 584.07090111
ALL DECK REPAIRS SHALL BE COMPLETED PRIOR TO THE OVERLAY PLACEMENT.
DECK REPAIR DETAIL NOT TO SCALE
RAPID SETTING CONCRETE SHALL BE COMPATIBLE TO THE THIN POLYMER OVERLAY TO ENSURE ADHESION. NOTE:
5. PLACE THIN POLYMER (EPOXY) OVERLAY FOR STRUCTURAL SLABS, ITEM 584.50000018.
ALL FASCIA REPAIRS SHALL BE FULLY CURED PRIOR TO PLACEMENT OF ITEM 599.16960118.
6. PLACE PROTECTIVE SEALING OF STRUCTURAL CONCRETE (COATING TYPE) ON ALL REPAIRED CONCRETE SUBSTRUCTURE AND FASCIA ELEMENTS, ITEM 559.16960118. 7. REPLACE STEEL BRIDGE RAILING TUBES AND CLAMPS AS DIRECTED BY THE ENGINEER-IN-CHARGE, ITEMS 568.10020006 & 587.05010015.
DRAFTING D. CRON
8. RE-ESTABLISH PAVEMENT MARKING STRIPES, MATCH TO EXISTING, ITEMS 685.11 AND 685.12.
FASCIA REPAIR ITEM 582.06 REMOVAL OF STRUCTURAL CONCRETE REPLACE WITH CLASS D CONCRETE VARIOUS LOCATIONS (TYP. BOTH SIDES).
ITEM 584.50000018 THIN POLYMER (EPOXY) OVERLAY FOR STRUCTURAL SLABS ITEM 559.16960118 PROTECTIVE SEALING OF STRUCTURAL CONCRETE (COATING TYPE) ON ALL REPAIRED AREAS OF CONCRETE SUBSTRUCTURE AND FASCIA ELEMENTS (TYP. BOTH SIDES).
CHECK P. GENDRON
DETAIL A NOT TO SCALE 45'-4"
41'-10" CURB TO CURB 1'-0"
JOB MANAGER P. GENDRON DESIGN SUPERVISOR J. ESPOSITO
USER = mford
DATE/TIM E = 21-APR-2016 13: 39
FILE NAM E = 950098_cpb_01_transverse_secti on. dgn
DESIGN D. CRON
3'-0"
9" ITEM 587.05010015 STEEL BRIDGE RAILING REPLACEMENT CLAMP IN VARIOUS LOCATIONS. TYP. BOTH SIDES (SEE DWG. NO. DTL-4 FOR DETAILS)
11'-10"
11'-2"
TRAVEL LANE
TRAVEL LANE
11'-10"
4'-0" 9"
DECELERATION/ACCELERATION LANE
ITEM 584.50000018 THIN POLYMER (EPOXY) OVERLAY FOR STRUCTURAL SLABS (BRIDGE DECK AND APPROACH SLABS)
SEE DETAIL 'A'
2'-8"
5 SPACES @ 8'-0" EA. = 40'-0"
2'-8"
BIN 1031161 EXISTING TRANSVERSE SECTION AFFIX SEAL: ON:
(LOOKING IN DIRECTION OF TRAVEL)
ALTERED BY: ON:
NOT TO SCALE
AS-BUILT REVISIONS DESCRIPTION OF ALTERATIONS:
61-11 INT. RTE. 505 FIVE MILE POINT TO EAST CITY LINE
PIN 9500.98 I-81
5022 BINGHAMTON TO WINDSOR PART 2
BRIDGES 1031161
CULVERTS
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
TRANSVERSE SECTIONS 1031161 OVER 990G
COUNTY: BROOME
REGION: 09
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
CONTRACT NUMBER
D263152 DRAWING NO.ST1-7 SHEET NO. 59
PROJECT MANAGER P. GENDRON
NOTES: 1. ALL DIMENSIONS AND ELEVATIONS ON THIS SHEET
GR D NO I RT H
HAVE BEEN TAKEN FROM RECORD PLANS. ACTUAL DIMENSIONS AND ELEVATIONS MAY BE SLIGHTLY DIFFERENT. ELEVATIONS ARE PROVIDED TO SHOW APPROXIMATE HEIGHTS OF
49'-6"
SUBSTRUCTURE ELEMENTS AND SHOULD NOT BE USED TO RE-ESTABLISH PEDESTAL HEIGHTS. CONTRACTOR AND ENGINEER TO FIELD VERIFY ELEVATION PRIOR TO REMOVAL OF CONCRETE.
c NOUTHBOUND
CONCRETE REPAIRS ARE TO BE SET TO THESE GRADES DURING PEDESTAL REPAIR OPERATIONS.
24°4 9' 2. 0" S KEW
B
B
2. ITEM 559.16960118- PROTECTIVE SEALING OF STRUCTURAL CONCRETE SHALL BE APPLIED
1'-6"
TO ALL AREAS OF CONCRETE REPAIRED SURFACES OF
1'-1 1/2"
P25
P26
P27
P28
THE ABUTMENTS, PIERS, PEDESTALS AND BACKWALLS.
P30
P29
3. CONTRACTOR SHALL SOUND ALL SUBSTRUCTURE
CHECK P. GENDRON
CONCRETE IN PRESENCE OF EIC OR DESIGNEE TO DETERMINE THE EXTENT OF ACTUAL CONCRETE DETERIORATION. ITEM 582.06 P19
P20
P21
P22
P24
P23
REMOVAL OF STRUCTURAL CONCRETE REPLACEMENT WITH CLASS D CONCRETE AND ITEM 582.05 - REMOVAL OF STRUCTURAL CONCRETE - REPLACE WITH CLASS A CONCRETE
8-'9 3/8"
A
8'-9 3/8"
8'-9 3/8"
8'-9 3/8"
8'-9 3/8"
SHALL BE USED TO MAKE ALL NECESSARY
A
1'-1 1/2 "
SUBSTRUCTURE REPAIRS. THE CONTRACTOR
1'-6"
SHALL ANTICIPATE REPAIRS ON ALL SUBSTRUCTURE
" -0 2'
ELEMENTS.
" -0 6'
DRAFTING J. HAMLIN
" -0 8'
" -0 8'
" -0 8'
" -0 8'
" -0 8'
BIN 1031162 PIER 2 ITEM 582.06
10.60 S.F.
ITEM 582.07
38.25 S.F. ITEM 582.06 - REMOVE STRUCTURAL CONCRETE REPLACE WITH CLASS D CONCRETE - SF
BIN 1031162 BEGIN PIER 2 PLAN I-81 SB OVER 990G
ITEM 582.07 - REMOVE STRUCTURAL CONCRETE REPLACE WITH VERTICAL AND OVERHEAD PATCHING MATERIAL
NTS
D
C
3'-0"
P20
P21
14'-9"
P22
P23
P24
P30
P29
P28
P27
P26
P25
4' -6"
P19
14'-9"
12' -4"
ITEM 582.07 - REMOVE STRUCTURAL CONC. REPLACE WITH VERTICAL AND OVERHEAD PATCHING MATERIAL - BOTTOM FACE OF PIER CAP
DESIGN SUPERVISOR J. ESPOSITO
USER = mford
FILE NAM E = 950098_cpb_02_Pi er_2. dgn
DATE/TIM E = 21-APR-2016 13: 39
NTS
D
VIEW C-C
C
JOB MANAGER P. GENDRON
3' -0"
DESIGN D. CRON
CHECK P. GENDRON
14'-9"
BIN 1031162 PIER 2 ELEVATION (VIEW A-A) I-81 SB OVER 990G
VIEW D-D
BIN 1031162 PIER 2 ELEVATION (VIEW B-B) I-81 SB OVER 990G
NTS
NTS
AFFIX SEAL: ON:
NTS
ALTERED BY: ON:
AS-BUILT REVISIONS DESCRIPTION OF ALTERATIONS:
61-11 INT. RTE. 505 FIVE MILE POINT TO EAST CITY LINE
PIN 9500.98 I-81
5022 BINGHAMTON TO WINDSOR PART 2
BRIDGES 1031162
CULVERTS
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
PIER 2 1031162 OVER 990G
COUNTY: BROOME
REGION: 09
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
CONTRACT NUMBER
D263152 DRAWING NO.ST2-5 SHEET NO. 65
CHECK P. GENDRON
PROJECT MANAGER P. GENDRON
NOTES: 1. MOVEABLE BARRIER SYSTEM SHALL BE PLACED AT BOTH BRIDGES. SEE WORK ZONE TRAFFIC CONTROL PLANS FOR BARRIER PLACEMENT LOCATIONS AND QUANTITIES.
LIMITS OF ITEM 584.07090011 ITEM 584.07090111
ITEM 584.07090011 ITEM 584.07090111
EXISTING DECK
DECK REPAIR NOTES:
ITEM 584.50000018
IN THE PRESENCE OF THE ENGINEER OR DESIGNEE, THE CONTRACTOR SHALL SOUND THE ENTIRE BRIDGE DECK AND APPROACH SLAB AREAS TO DETERMINE NECESSARY CONCRETE REPAIRS. AS PER THE ENGINEER UNDER ITEM 584.07090011, THE CONTRACTOR SHALL REMOVE ANY DETERIORATED CONCRETE PLUS 6" IN ALL DIRECTIONS TO ENSURE THE DETERIORATED CONCRETE HAS BEEN REMOVED.
2. EXISTING PAVEMENT MARKING STRIPES THAT CONFLICT WITH THE WORK ZONE PHASING SHALL BE REMOVED AS AS PER PLAN AND AS DESIGNATED BY THE ENGINEER-IN-CHARGE. PAYMENT SHALL BE MADE UNDER ITEM 619.080102. 3. REPAIR FASCIA, ITEM 582.06 REMOVAL OF STRUCTURAL CONCRETE REPLACE WITH CLASS D CONCRETE IN VARIOUS LOCATIONS (BOTH SIDES)
THE PERIMETER OF THE REPAIR AREA SHALL BE SAW CUT TO A MAXIMUM DEPTH OF 1-•". COST OF SAWCUTTING SHALL BE INCLUDED IN BID PRICE FOR ITEM 584.07090011.
1" MINIMUM
FULL DEPTH REPAIRS ARE NOT ANTICIPATED IN THIS PROJECT. 4. PRIOR TO PLACEMENT OF THE OVERLAY, THE CONTRACTOR SHALL SOUND THE EXISTING DECK AND REPAIR ALL CONCRETE AREAS IDENTIFIED AS DIRECTED BY THE ENGINEER-IN-CHARGE. PAYMENT FOR THIS WORK SHALL BE INCLUDED IN THE ITEMS 584.07090011 SURFACE PREPARATION FOR RAPID SETTING CONCRETE BRIDGE DECKS AND APPROACH SLABS AND ITEM 584.07090111 FURNISH AND PLACEMENT OF RAPID SETTING CONCRETE BRIDGE DECK AND APPROACH SLAB REPAIRS.
DUE TO THE NATURE OF RECONSTRUCTION PROJECTS, THE RECORD PLANS ARE NOT ALWAYS INDICATIVE OF THE ACTUAL FIELD CONDITIONS. THE EXISTING COVER OVER THE TOP REINFORCEMENT MAT MAY BE DEEPER OR SHALLOWER THAN DEPICTED ON THESE DRAWINGS (WHICH ARE BASED ON RECORD PLANS). THE CONTRACTOR SHALL NOT BE COMPENSATED (EITHER TIME OR MONEY) FOR ADDITIONAL CONCRETE COVER REMOVAL OR PLACEMENT.
PLACE PLASTIC COATED REINFORCEMENT SUPPORTS TO MAINTAIN PROPER REINFORCEMENT COVER A.O.B.E. COST SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 584.07090111
DECK REPAIR DETAIL
5. PLACE THIN POLYMER (EPOXY) OVERLAY FOR STRUCTURAL SLABS, ITEM 584.50000018.
RAPID SETTING CONCRETE SHALL BE COMPATIBLE TO THE THIN POLYMER OVERLAY TO ENSURE ADHESION.
6. PLACE PROTECTIVE SEALING OF STRUCTURAL CONCRETE (COATING TYPE) ON ALL REPAIRED CONCRETE SUBSTRUCTURE AND FASCIA ELEMENTS, ITEM 559.16960118.
NOTE: ALL FASCIA REPAIRS SHALL BE FULLY CURED PRIOR TO PLACEMENT OF ITEM 599.16960118.
7. REPLACE STEEL BRIDGE RAILING TUBES AND CLAMPS AS DIRECTED BY THE ENGINEER-IN-CHARGE, ITEMS 568.10020006 & 587.05010015.
DRAFTING D. CRON
8. RE-ESTABLISH PAVEMENT MARKING STRIPES, MATCH TO EXISTING, ITEMS 685.11 AND 685.12.
ALL DECK REPAIRS SHALL BE COMPLETED PRIOR TO THE OVERLAY PLACEMENT.
NOT TO SCALE
FASCIA REPAIR ITEM 582.06 REMOVAL OF STRUCTURAL CONCRETE REPLACE WITH CLASS D CONCRETE VARIOUS LOCATIONS (TYP. BOTH SIDES).
ITEM 584.50000018 THIN POLYMER (EPOXY) OVERLAY FOR STRUCTURAL SLABS
CHECK P. GENDRON
ITEM 559.16960118 PROTECTIVE SEALING OF STRUCTURAL CONCRETE (COATING TYPE) ON ALL REPAIRED AREAS OF CONCRETE SUBSTRUCTURE AND FASCIA ELEMENTS (TYP. BOTH SIDES).
DETAIL A NOT TO SCALE
45'-4"
41'-10"
JOB MANAGER P. GENDRON
1'-0" 3'-6"
ITEM 587.05010015 STEEL BRIDGE RAILING REPLACEMENT CLAMP (SEE DWG. NO. DTL-4 FOR DETAILS) ITEM 568.10020006 REMOVE AND REPLACE BRIDGE RAIL TUBING TYP. BOTH SIDES
12'-0"
9"
12'-0"
TRAVEL LANE
TRAVEL LANE
3'-6"
DECELERATION/ACCELERATION LANE
9"
ITEM 584.50000018 THIN POLYMER (EPOXY) OVERLAY FOR STRUCTURAL SLABS (BRIDGE DECK AND APPROACH SLABS)
SEE DETAIL 'A'
2'-8"
AFFIX SEAL: ON:
10'-10"
5 SPACES @ 8'-0" EA. = 40'-0"
ALTERED BY: ON:
2'-8"
BIN 1031162 EXISTING TRANSVERSE SECTION (LOOKING IN DIRECTION OF TRAVEL)
DESIGN SUPERVISOR J. ESPOSITO
USER = mford
NOT TO SCALE
DATE/TIM E = 21-APR-2016 13: 39
FILE NAM E = 950098_cpb_02_transverse_secti on. dgn
DESIGN D. CRON
CURB TO CURB
AS-BUILT REVISIONS DESCRIPTION OF ALTERATIONS:
61-11 INT. RTE. 505 FIVE MILE POINT TO EAST CITY LINE
PIN 9500.98 I-81
5022 BINGHAMTON TO WINDSOR PART 2
BRIDGES 1031162
CULVERTS
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
TRANSVERSE SECTIONS 1031162 OVER 990G
COUNTY: BROOME
REGION: 09
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
CONTRACT NUMBER
D263152 DRAWING NO.ST2-7 SHEET NO. 67
SEE "JOINT SEALING DETAIL"
ITEM 627.5014008
ITEM 407.0102 APPLIED BETWEEN EACH LIFT OF ASPHALT
12"
PREPARE SUBBASE AS SPECIFIED BY THE FABRICATOR OF THE APPROACH SLAB. PAID FOR UNDER ITEM 557.64030203
SLAB MUST BE FREE OF GROUT & DEBRIS TO ALLOW FOR PROPER
CUTTING PAVEMENT (FULL DEPTH)
H2
SEE SECTION A-A FOR ASPHALT PAVEMENT RECONSTRUCTION
CHAMFER CORNER
C
B
ITEM 203.02 UNCLASSIFIED EXCAVATION AND
5' OR AOBE
DISPOSAL PAYMENT LINES
EXPANSION OF ELEMENTS
SEE SECTION B-B FOR ASPHALT SHOULDER RECONSTRUCTION SEE DRAWINGS DTL-01 & DTL-02 FOR SHOULDER TYPE AND LOCATIONS
10.5"
ITEM 584.07090011 ITEM 584.07090111
CURB LINE
H1 TYP.
EXISTING BACKWALL
HIGHWAY PAVEMENT DETAIL
#5(E) HOOKS @ 18" ALTERNATE PLACEMENT DRILL AND EPOXY GROUT INTO BACKWALL - ITEM 586.02 FOR DETAILS SEE DWG. NO. JT-1
ITEM 210.3312 REMOVAL AND DISPOSAL OF
A
STAGE LINE
8" ITEM 402.378902 - 37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION PLACED IN 2 LIFTS (4" EA. LIFT)
OVERLAY
C
DIMENSIONS VARY
6"
+/ -
10.5"
A
CONC. APPROACH SLAB
4"
12"
H1 EXISTING SUPERSTRUCTURE
EPOXY OVERLAY
2" ITEM 402.198902 - 19 F9 BINDER COURSE HMA, 80 SERIES COMPACTION
EPOXY
SHOULDER
5"
TYP HOOKS
SU PE RS TR UC TU RE
2" COV
OVERLAY
5'-0" OR AOBE
2" ITEM 402.098202 - 9.5 F2 TOP COURSE HMA, 80 SERIES COMPACTION
#5(E) HOOKS @ 12" ALTERNATE PLACEMENT EPOXY GROUT INTO PRECAST SLAB - ITEM 586.02 FOR DETAILS SEE DWG. JT-1
ITEM
PROJECT MANAGER P. GENDRON
EPOXY
THE GAP BETWEEN THE STRUCTURAL SLAB AND THE PRECAST APPROACH CHECK P. GENDRON
#5(E) BAR
H2
557. 64030203
SEE DWG. JT-1 FOR JOINT DETAILS
B
NOT TO SCALE NOTE: SEE JOINT TABLES ON DRAWING JT-1 FOR OPENING WIDTH
BOND BREAKER ACM
APPROACH SLAB HEADER DETAIL
TYPICAL JOINT PLAN VIEW NOT TO SCALE
DRAFTING M. FORD
NOT TO SCALE
ITEM 588.01010109 REHABILITATION OF BRIDGE JOINT SYSTEM H2 IS TO BE REPLACED.
SHOULDER WIDTH VARIES
HEADER RECESS TO BE FORMED INTO PRECAST SLAB.
HEADER RECESS AND HOLES FOR REINFORCEMENT BARS
#5(E) BARS @ 12
SHALL BE FORMED INTO THE PRECAST SLAB AND PAID
2'-0" MINIMUM
ITEM 627.50140008
5'-0"
PAYMENT LINES FOR ITEM 557.64030203 - APPROACH SLAB SEE APPROACH PLANS ON DRAWINGS DTL-1 & DTL-2 FOR DIMENSIONS
ROUND CORNER TO 1/2" RADIUS
UNDER ITEM 557.64030203 EPOXY
H1 IS TO REMAIN
OVERLAY
#5(E) BARS @ 8"
SEE APPROACH SLAB HEADER DETAIL
SEE HIGHWAY PAVEMENT DETAIL
EPOXY
EXISTING SUPERSTRUCTURE
OVERLAY PRECAST SLAB
12"
CHECK P. GENDRON
EPOXY OVERLAY
2" ITEM 402.098202 8" (2 - 4" LIFTS) ITEM 402.378902
#5 BARS @ 12"
#5 BARS @ 8" PREPARE SUBBASE AS SPECIFIED
EXISTING BACKWALL
BY THE FABRICATOR OF THE APPROACH SLAB. PAID FOR UNDER ITEM 557.64030203
EXISTING APPROACH SLAB TO BE REMOVED UNDER ITEM 580.04
NOT TO SCALE
NOT TO SCALE
NOTES: THE CONTRACTOR SHALL ENSURE THAT THE PROPER CROSS SLOPE IS MAINTAINED BETWEEN THE EXISTING BRIDGE DECK AND THE NEW APPROACH SLABS. THE NEWLY ESTABLISHED BRIDGE PROFILE (AFTER POLYMER PLACEMENT) SHALL MATCH THE PROFILE OF THE NEW APPROACH SLABS. COST OF THIS WORK SHALL BE INCLUDED IN THE BID PRICE FOR THOSE RESPECTIVE ITEMS. TOP OF BACK WALL SHALL BE STEEL TROWEL FINISHED. COMPRESSED SYNTHETIC SHEET GASKET (TWO 1/16" THICK SHEETS, TREATED BOTH SIDES), MATERIAL SPECIFICATION 728-06, SHALL BE PLACED ON TOP OF THE BACK WALL. PAYMENT SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE APPROACH SLAB ITEM.
AFFIX SEAL:
ALTERED BY:
ON:
ON:
ITEM 557.64030203 - PRECAST APPROACH SLAB. THE INTENT OF INSTALLING A PRECAST CONCRETE APPROACH SLAB AT THIS
GRIND EDGE TO …" CHAMFER
BRIDGE IS TO SIGNIFICANTLY REDUCE THE DISRUPTION OF TRAFFIC.
(TYP.) SILICONE JOINT SEALANT
THE CONTRACTOR SHALL DETERMINE THE PROPOSED APPROACH SLAB THICKNESS AT THE ABUTMENTS. THIS MAY BE ACCOMPLISHED BY CORING OR EXCAVATING
SEE NOTE D •"
AT THE EDGE OF THE APPROACH SLAB. THIS WORK SHALL BE PERFORMED BY THE CONTRACTOR AND SUPPLIED TO THE FABRICATOR OF THE SLABS. THIS WORK SHALL BE PAID UNDER THE PRICE FOR ITEM 557.64030203.
•" SEALANT THICKNESS
2 in. DIA. SOFT CLOSED CELL BACKER ROD
THE MINIMUM SLAB THICKNESS SHALL BE 12". COMPRESSIBLE FOAM JOINT SEALER, CONFORMING TO
THE FABRICATOR OF THE PRECAST APPROACH SLAB SHALL SPECIFY ALL PROCEDURES, MATERIALS & SPECIFICATIONS THE CONTRACTOR NEEDS TO KNOW TO COMPLETE THE
MATERIAL SPEC. 705-08
WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, THE WORK SPECIFIED IN THESE PLANS; THE METHOD OF REMOVING THE EXISTING SLABS; SURVEY REQUIREMENTS;
ALL REINFORCEMENT SHALL HAVE 2" COVER UNLESS OTHERWISE NOTED.
1•" JOINT WIDTH @ 68nF
PREFORMED CLOSED CELL FOAM MATERIAL
TRANSPORTING, LIFTING AND PLACING THE PRECAST CONCRETE APPROACH SLABS (INCLUDING LIFTING PLAN); APPROACH SLAB INSTALLATION, JOINT DETAILS;
A COMPETENT REPRESENTATIVE FROM THE FABRICATOR SHALL BE ON SITE DURING PLACEMENT OF THE SLABS TO ENSURE PROPER AND CORRECT PLACEMENT OF THE CONCRETE APPROACH SLAB.
SUBBASE PREPARATION; TOLERANCES; AND ALL OTHER PROCEDURES AND MATERIAL REQUIREMENTS TO COMPLETE THE WORK.
JOINT SEALING DETAIL
DESIGN SUPERVISOR J. ESPOSITO
USER = dmarshall
SHOP DRAWINGS FOR THE PRECAST CONCRETE APPROACH SLABS SHALL BE
DATE/TIM E = 26-APR-2016 13: 58
FILE NAM E = 950098_cpb_sl b_dtl _sht_03. dgn
JOB MANAGER P. GENDRON
DESIGN D. CRON
SECTION A-A TYPICAL APPROACH SLAB LONGITUDINAL SECTION SECTION B-B SHOULDER DETAIL
SUBMITTED TO THE REGIONAL STRUCTURES ENGINEER FOR APPROVAL PRIOR TO FABRICATION.
AS-BUILT REVISIONS
61-11 INT. RTE. 505 FIVE MILE POINT TO EAST CITY LINE
DESCRIPTION OF ALTERATIONS: 5022 BINGHAMTON TO WINDSOR PART 2
PIN 9500.98
BRIDGES
I81
1031161 1031162
CULVERTS
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
APPROACH SLAB DETAILS
CONTRACT NUMBER
D263152 DRAWING NO.DTL-3
COUNTY: BROOME
REGION: 09
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
SHEET NO. 71
ESTIMATE OF QUANTITIES
PROJECT MANAGER P. GENDRON
ITEM NUMBER 203.02
DESCRIPTION
ESTIMATE OF QUANTITIES UNIT
UNCLASSIFIED EXCAVATION AND DISPOSAL
CY
QUANTITY 196.0
ITEM NUMBER 584.07090111
DESCRIPTION FURNISH AND PLACEMENT OF RAPID SETTING CONCRETE FOR BRIDGE
UNIT
QUANTITY
LB
44700.0
AND APPROACH SLAB REPAIRS 210.3312
REMOVAL AND DISPOSAL OF BOND BREAKER/FILLER ACM (BV14)
SF
402.098202
9.5 F2 TOP COURSE HMA, 80 SERIES COMPACTION
TON
402.098212
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.098202
QU
402.098902
9.5 F9 TOP COURSE HMA, SHOULDER COURSE, 80 SERIES COMPACTION
TON
402.098912
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.098902
QU
402.198902
19 F9 BINDER COURSE HMA, 80 SERIES COMPACTION
TON
130.0
584.50000018
THIN POLYMER (EPOXY) OVERLAYS FOR STRUCTURAL SLABS
SF
22785.0
51.0
585.01
STRUCTURAL LIFTING OPERATIONS - TYPE A
EA
24.0
3.0
585.02
STRUCTURAL LIFTING OPERATIONS - TYPE B
EA
72.0
586.0201
DRILLING AND GROUTING BOLTS OR REINFORCEMENT BARS
EA
392.0
5.0
587.05010015
STEEL BRIDGE RAILING REPLACEMENT CLAMP
EA
285.0
450.0
588.01010109
REHABILITATION OF BRIDGE JOINT SYSTEMS, JOINT WIDTH < 2 IN.,
LF
195.0
CF
53.0
100.0
REPLACE THE SEALING ELEMENT
DRAFTING W. NOLAN
CHECK
402.198912
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.198902
QU
23.0
588.01010309
REHABILITATION OF BRIDGE JOINT SYSTEMS, JOINT WIDTH < 2 IN. REPLACE A JNT HEADER WITH ELASTOMERIC CONCRETE
402.378902
37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION
TON
40.0
604.070901
ALTERING DRAINAGE STRUCTURES, LEACHING BASINS AND MANHOLES
EA
4.0
402.378912
PLANT PRODUCTION QUALITY ADJUSTMENT 402.378902
QU
2.0
606.10
BOX BEAM GUIDE RAILING
LF
240.0
407.0102
DILUTED TACK COAT
GAL
98.0
606.53
RESETTING BOX BEAM GUIDE RAILING
LF
120.0
556.0202
EPOXY-COATED BAR REINFORCEMENT FOR STRUCTURES
LB
1000.0
606.5348
RESETTING BOX BEAM GUIDE RAILING (NEW POSTS)
LF
160.0
557.64030203
PRECAST CONCRETE APPROACH SLAB TY 2 FRCT
SY
607.0
606.73
REMOVING AND DISPOSING BOX BEAM GUIDE RAILING
LF
496.0
559.16960118
PROTECTIVE SEALING OF STRUCTURAL CONCRETE
SF
450.0
608.020102
HOT MIX ASPHALT (HMA) SIDEWALKS, DRIVEWAYS AND BICYCLE PATHS
TON
12.0
JOB MANAGER P. GENDRON
DESIGN D. CRON
CHECK
,AND VEGETATION CONTROL STRIPS 565.43020015
BRIDGE BEARING RESTORATION
EA
96.0
608.020112
PLANT PRODUCTION QUALITY ADJUSTMENT TO 608.020102
QU
1.0
568.10020006
REMOVE AND REPLACE BRIDGE RAIL TUBING
LF
1912.0
609.0101
STONE CURB, (TYPE A)
LF
22.0
568.70
TRANSITION BRIDGE RAILING
LF
256.0
609.15
RESETTING EXISTING CURB
LF
53.0
570.01
LEAD EXPOSURE CONTROL PLAN
LS
1.0
619.01
BASIC WORK ZONE TRAFFIC CONTROL
LS
1.0
570.02
MEDICAL TESTING
DC
1000.0
619.080102
REMOVE PAVEMENT MARKING STRIPES, EPOXY PAINT
LF
3938.0
570.03
PERSONAL EXPOSURE MONITORING SAMPLE ANALYSIS
DC
1000.0
619.080202
REMOVE PAVEMENT MARKING LETTERS OR SYMBOLS, EPOXY PAINT
EA
12.0
570.04
DECONTAMINATION FACILITIES
CW
12.0
619.100103
INTERIM PAVEMENT MARKINGS, STRIPES (REMOVABLE TAPE)
LF
30902.0
570.090001
ENVIRONMENTAL GROUND PROTECTION
LS
1.0
619.110203
PORTABLE, VARIABLE MESSAGE SIGN (PVMS) (LED) (RADAR)
EA
2.0
570.090002
ENVIRONMENTAL GROUND PROTECTION
LS
1.0
619.37050009
MOVEABLE BARRIER SYSTEM
LF
3635.0
571.03
DISPOSAL OF HAZARDOUS PAINT WASTE CONTAINING LEAD
LB
100.0
619.37060009
MOVEABLE BARRIER END ASSEMBLY
EA
4.0
580.04
REMOVAL OF CONCRETE APPROACH SLAB
SF
5388.0
625.01
SURVEY OPERATIONS
LS
1.0
582.05
REMOVAL OF STRUCTURAL CONCRETE- REPLACEMENT WITH CLASS A
CY
4.0
627.50140008
CUTTING PAVEMENT
LF
1589.0
SF
368.0
637.03
CONCRETE CYLINDER CURING BOX
EA
1.0
SF
117.0
637.11
ENGINEER'S FIELD OFFICE - TYPE 1
MNTH
SF
1010.0
637.34
OFFICE TECHNOLOGY AND SUPPLIES
DC
CONCRETE 582.06
REMOVAL OF STRUCTURAL CONCRETE - REPLACEMENT WITH CLASS D CONCRETE
582.07
REMOVAL OF STRUCTURAL CONCRETE - REPLACEMENT WITH VERTICAL
12.0
AND OVERHEAD PATCHING MATERIAL 584.07090011
SURFACE PREPARATION FOR RAPID SETTING CONCRETE BRIDGE AND
100.0
AS-BUILT REVISIONS
61-11 INT. RTE. 505 FIVE MILE POINT TO EAST CITY LINE
DESCRIPTION OF ALTERATIONS: DESIGN SUPERVISOR
PIN 9500.98 I-81
5022 BINGHAMTON TO WINDSOR PART 2 USER = wnolan
FILE NAM E = 950098EST_01. dgn
DATE/TIM E = 28-APR-2016 12: 23
APPROACH SLAB
BRIDGES
CULVERTS
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
1031162
ESTIMATE OF QUANTITIES 1031161 OVER 990G 1031162 OVER 990G
COUNTY: BROOME
REGION: 09
CONTRACT NUMBER
1031161
D263152 DRAWING NO.EST-1 SHEET NO. 77
ESTIMATE OF QUANTITIES
PROJECT MANAGER P. GENDRON
ITEM NUMBER
DESCRIPTION
ESTIMATE OF QUANTITIES UNIT
QUANTITY
637.36
CONSTRUCTION TESTING SUPPLIES - CONSUMABLES
DC
100.0
640.12
WHITE PAINT REFLECTORIZED PAVEMENT LETTERS - 15 MILS
EA
20.0
640.13
WHITE PAINT REFLECTORIZED PAVEMENT SYMBOLS - 15 MILS
EA
5.0
641.31000416
MAINTENANCE CLEANING AND WASHING OF BRIDGES - 4 SPANS
EA
2.0
645.5102
GROUND-MOUNTED SIGN PANELS LESS THAN OR EQUAL TO
SF
16.0
ITEM NUMBER
DESCRIPTION
UNIT
QUANTITY
30 SF, WITH Z-BARS 645.81
TYPE A SIGN POSTS
EA
2.0
647.51
REMOVE AND DISPOSE SIGN PANEL, SIGN PANEL ASSEMBLY SIZE I
EA
1.0
649.01
MILLED-IN AUDIBLE ROADWAY DELINEATORS (MIARDS)
LF
970.0
685.01
WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES - 15 MILS
LF
8693.0
685.02
YELLOW EPOXY REFLECTORIZED PAVEMENT STRIPES-15 MILS
LF
7954.0
685.11
WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES - 20 MILS
LF
8256.0
685.12
YELLOW EPOXY REFLECTORIZED PAVEMENT STRIPES - 20 MILS
LF
1557.0
697.03
FIELD CHANGE PAYMENT
DC
93000.0
698.04
ASPHALT PRICE ADJUSTMENT
DC
816.0
698.05
FUEL PRICE ADJUSTMENT
DC
100.0
698.06
STEEL/IRON PRICE ADJUSTMENT
DC
100.0
699.040001
MOBILIZATION
LS
1.0
AS-BUILT REVISIONS
61-11 INT. RTE. 505 FIVE MILE POINT TO EAST CITY LINE
DESCRIPTION OF ALTERATIONS: DESIGN SUPERVISOR
PIN 9500.98 I-81
5022 BINGHAMTON TO WINDSOR PART 2 USER = wnolan
FILE NAM E = 950098EST_02. dgn
DATE/TIM E = 28-APR-2016 12: 25
JOB MANAGER P. GENDRON
DESIGN D. CRON
CHECK
DRAFTING W. NOLAN
CHECK
(UNDER 30 SQUARE FEET)
BRIDGES
CULVERTS
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
1031162
ESTIMATE OF QUANTITIES 1031161 OVER 990G 1031162 OVER 990G
COUNTY: BROOME
REGION: 09
CONTRACT NUMBER
1031161
D263152 DRAWING NO.EST-2 SHEET NO. 78