NOTES · 2015. 7. 23. · 2" 19 f9 binder course hma, 60 series compaction (typ.) item 402.376902...

SEE CROSS SLOPE DIAGRAM

SAME SLOPE AS PAVEMENT

NOTES:

ITEM 627.50140008

SAWCUT (1-1/2")

14’-0" MIN. & VARIES 20’-0" MIN. & VARIES

SHARED TRAVEL LANESHARED TRAVEL LANE

ITEM 609.0401

CONCRETE CURB

CAST-IN-PLACE

ITEM 627.50140008

SAWCUT FULL DEPTH

ITEM 609.0401

CONCRETE CURB (TYP.)

CAST-IN-PLACE

HCL

HCL

ITEM 608.0101

4" CONCRETE SIDEWALK

1’-0"

MATCH EXIST. CROSS SLOPE

ITEM 627.50140008

SAWCUT FULL DEPTH

TYPICAL SECTION

BLACK RIVER PARKWAY

TYPICAL SECTION

BLACK RIVER PARKWAY

SHARED TRAVEL LANE LEFT TURN LANE TRAVEL LANE RIGHT TURN LANE

10’-6" MIN. & VARIES VARIES (9’-5" TO 11’-0") 11’-0" MIN. & VARIES

ITEM 402.198902

2" 19 F9 BINDER COURSE HMA, 80 SERIES COMPACTION

ITEM 402.378902

4" 37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION

AND DISPOSAL, ITEM 203.02

UNCLASSIFIED EXCAVATION

ITEM 402.196902

2" 19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION (TYP.)

ITEM 402.376902

4" 37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION (TYP.)AND DISPOSAL, ITEM 203.02


VARIES


ITEM 304.12

12" SUBBASE COURSE, TYPE 2

1’-0"

WESTBOUND

SEE NOTE 6

EASTBOUND

STA. 16+80 TO STA. 17+74

FULL DEPTH RECONSTRUCTION ON WESTBOUND LANE

STA. 14+89 TO STA. 16+80

MILL AND FILL ON WESTBOUND LANE

SEE NOTE 6

WESTBOUND EASTBOUND

SEE NOTE 8

TGL

ON:

PREPARED BY:

ON:

ALTERED BY:

DRAWING NO. TYP-1

STEPHEN J. RUTKEY

3/20/2015

/ /

DOCUMENT NAME: 775315 CPH TYP 01.DGN

5

TYPICAL SECTIONS (1 OF 11)

ITEM 304.12


ITEM 402.011902

PERMEABLE BASE COURSE (TYP.)

4" TYPE 2 F9 ASPHALT TREATED ITEM 304.12

26" SUBBASE, TYPE 2

ITEM 490.30

MILLING (1-1/2")

MISCELLANEOUS COLD

L.

SA

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ITEM 402.096202

1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION (TYP.)SEE NOTE 10 (TYP.)

ITEM 402.098202

80 SERIES COMPACTION

1" 9.5 F2 TOP COURSE HMA,

ITEM

ITEMUNIT DESCRIPTION UNITDESCRIPTION

402.196912

402.196902

402.098212

402.098202

402.096212

402.096202

402.011912

402.011902

304.12

203.02

627.50140008

609.0401

608.0101

490.30

407.0102

402.378912

402.378902

402.376912

402.376902

402.198912

402.198902

PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.196902

19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION


9.5 F2 TOP COURSE HMA, 80 SERIES COMPACTION




TYPE 2 F9, ASPHALT-TREATED PERMEABLE BASE COURSE

SUBBASE COURSE, TYPE 2

UNCLASSIFIED EXCAVATION AND DISPOSAL

CUTTING PAVEMENT

CAST-IN-PLACE CONCRETE CURB, TYPE VF150

CONCRETE SIDEWALKS AND DRIVEWAYS

MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE

DILUTED TACK COAT


37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION





QU

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SEE NOTE 1

ITEM 407.0102

TACK COAT (TYP.)

DILUTED

STA. 17+74.2)

(STA. 17+17.5 -

RAISED ISLAND

(3’-9" TO 4’-6")

SEE NOTE 1

ITEM 407.0102

TACK COAT

DILUTED

SEE NOTE 2

DILUTED TACK COAT, ITEM 407.0102

ITEM 402.198902


ITEM 402.378902


ITEM 402.098202

1" 9.5 F2 TOP COURSE HM, 80 SERIES COMPACTION

ITEM 402.378902


ITEM 402.378902


14’-0" MIN. & VARIES

MATCH EXISTING.

SECTION SHALL INCLUDE UNDERDRAIN AND PERMEABLE BASE TO

PERMEABLE BASE AND UNDERDRAIN ARE FOUND, THE REPLACEMENT

IS FOUND, THE REPLACEMENT SECTION WILL MATCH EXISTING. IF

RECONSTRUCTION, IF NO EXISTING PERMEABLE BASE OR UNDERDRAIN

IN AREAS OF CURB REPLACEMENT OR PARTIAL PAVEMENT11.

FOR UNDERDRAIN TABLE.

SEE DWG. NO. DRD-3 FOR UNDERDRAIN DETAIL AND DWG. NO. DRT-910.

MAY DECREASE THE STRENGTH OR PERMEABILITY OF THE MIXTURE.

SURFACE MUST BE PROTECTED FROM ANY DAMAGE OR DEBRIS WHICH

ONCE PERMEABLE BASE LAYER IS PLACED AND COMPACTED, THE 9.

CONTAIN A 4" PERMEABLE BASE LAYER.

ENCOUNTER OTHER CONDITIONS. MORE RECENT PAVEMENTS MAY

ASPHALT CONCRETE OVER 12" OF SUBBASE BUT CONTRACTOR MAY

TYPICALLY ARE UNKNOWN. PAVEMENTS ARE TYPICALLY 6"-8" OF

EXISTING PAVEMENT COMPOSITIONS AT INTERSECTING STREETS8.

SEE DWG. NOS. PRO-1 TO PRO-11 FOR CROSS SLOPE DIAGRAM.7.

SEE DWG. NO. TYP-11 FOR UTILITY STRIP AND SIDEWALK DETAIL.6.

BOTTOM OF THE EXISTING PAVEMENT, WHICHEVER IS LOWER.

SHALL BE TO THE BOTTOM OF PROPOSED SUBBASE COURSE OR

THE BOTTOM PAY LIMIT FOR ITEM 203.02 UNDER THE PAVEMENT5.

ADDITIONAL COST TO THE CITY.

LIMITS SHALL BE REPAIRED (A.O.B.E.) BY THE CONTRACTOR AT NO

ANY DAMAGE TO EXISTING PAVEMENT OUTSIDE THE PROPOSED WORK4.

SURFACES PRIOR TO PAVING IN ACCORDANCE WITH TABLE 407-1.

TACK COAT (ITEM 407.0102) SHALL BE APPLIED TO ALL VERTICAL3.

407-1.

AND MILLED SURFACES PRIOR TO PAVING IN ACCORDANCE WITH TABLE

TACK COAT (ITEM 407.0102) SHALL BE APPLIED TO ALL SAWCUT2.

SHALL NOT BE APPLIED OVER THE PERMEABLE BASE COURSE.

CONCRETE COURSES IN ACCORDANCE WITH TABLE 407-1. TACK COAT

TACK COAT (ITEM 407.0102) SHALL BE APPLIED BETWEEN ASPHALT1.

ALTERED BY:PREPARED BY:

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

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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.

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

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,

SHEET NO.

7753.15

ALL DIMENSIONS IN FEET UNLESS OTHERWISE NOTED

PS&E DATE

OF 269

FACTORY STREET: MILL ST. TO HUNTINGTON ST.

NYS ROUTE 283

COUNTY: JEFFERSON

MUNICIPALITY: CITY OF WATERTOWN

NONE D032467

NONE

SEE CROSS SLOPE DIAGRAM SEE CROSS SLOPE DIAGRAMSEE CROSS SLOPE DIAGRAM

VARIES 1% TO 5%

SEE CROSS SLOPE DIAGRAM SEE CROSS SLOPE DIAGRAMVARIES 1% TO 5%

SAME SLOPE AS PAVEMENT SAME SLOPE AS PAVEMENT


HCL

TGL

HCL

TGL


UNCLASSIFIED EXCAVATIONITEM 304.12


ITEM 402.096202

1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION

ITEM 402.196902


ITEM 402.376902


SHARED TRAVEL LANE LEFT TURN LANE SHARED TRAVEL LANE PARKING LANE

TYPICAL SECTION

FACTORY STREET

14’-0" 11’-0" & VARIES 14’-0" MIN. & VARIES 8’-0" & VARIES

TYPICAL SECTION

FACTORY STREET



ITEM 402.011902

4" TYPE 2 F9 ASPHALT TREATED PERMEABLE BASE COURSE

ITEM 304.12


ITEM 402.376902


ITEM 402.196902


ITEM 402.096202


8’-0" 14’-0" 14’-0" 8’-0"

SHARED TRAVEL LANE SHARED TRAVEL LANEPARKING LANE PARKING LANE

NOTES:

SEE NOTE 7 (TYP.)

SEE NOTE 7 (TYP.)

SEE NOTE 6

WESTBOUND EASTBOUND

SEE NOTE 6

SEE NOTE 6

WESTBOUND EASTBOUND

SEE NOTE 6


STA. 32+93 TO STA. 36+54

STA. 20+59 TO STA. 27+95

STANDARD SECTION

STA. 18+72 TO STA. 20+59

WITH LEFT TURN LANE AT MILL STREET

ON:

PREPARED BY:

ON:

ALTERED BY:

DRAWING NO. TYP-2

STEPHEN J. RUTKEY

3/20/2015

/ /


6


SEE CROSS SLOPE DIAGRAM SEE CROSS SLOPE DIAGRAM


HCL

TGL

ITEM 609.0401


CAST-IN-PLACE

ITEM 203.02

AND DISPOSAL (TYP.)

UNCLASSIFIED EXCAVATIONITEM 402.011902


4" TYPE 2 F9 ASPHALT TREATED

ITEM 304.12

TYPE 2 (TYP.)

12" SUBBASE COURSE,ITEM 402.196902


ITEM 402.376902

4" 37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION (TYP.)

8’-0" 14’-0"

PARKING LANE SHARED TRAVEL LANE SHARED TRAVEL LANE

9’-0" MAX. & VARIES VARIES (15’-3" TO 22’-0")

TYPICAL SECTION

FACTORY STREET

STA. 27+95 TO STA. 29+85

WITH ISLAND

WESTBOUND

SEE NOTE 6

SEE NOTE 7 (TYP.)

EASTBOUND


SEE NOTE 6

ITEM 609.0401

CONCRETE CURB

CAST-IN-PLACE

ITEM 609.0401

CONCRETE CURB

CAST-IN-PLACE

AND STA. 26+82 TO STA. 27+03

STA. 20+59 TO STA. 20+92

ITEM 609.0407

AND STA. 27+35 TO STA. 27+95

STA. 20+92 TO STA. 26+82

ITEM 609.0401

CAST-IN-PLACE CONCRETE CURB

STA. 19+43 TO STA. 20+59

ITEM 609.0407

STA. 18+72 TO STA. 19+43

ITEM 609.0401

CAST-IN-PLACE CONCRETE CURB

30" TOPSOIL ITEM 610.1403

STA. 27+95 TO STA. 29+31L.

SA

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CA

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RU

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S.

RU

TK

EY

ITEM 402.096202

1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION (TYP.)

ITEM 207.21

GEOTEXTILE SEPARATION (TYP.)

ITEM


627.50140008

610.1403

609.0407

609.0401

608.0101

407.0102

402.376912

402.376902

CUTTING PAVEMENT

TOPSOIL - LAWNS

CAST-IN-PLACE CONCRETE CURB, TYPE T100



DILUTED TACK COAT



LF

CY

LF

LF

CY

GAL

QU

T

402.196912

402.196902

402.096212

402.096202

402.011912

402.011902

304.12

207.21

203.02








GEOTEXTILE SEPARATION


QU

T

QU

T

QU

T

CY

SY

CY

SEE NOTE 1

ITEM 407.0102

DILUTED TACK COAT

SEE NOTE 1

ITEM 407.0102

DILUTED TACK COAT

SEE NOTE 1

ITEM 407.0102

DILUTED TACK COAT

SEE DWG. SPP-4 FOR FLUSH PAINTED ISLAND)

(SHOWN BELOW,

STA. 29+29 TO STA. 29+85

RAISED, LANDSCAPED ISLAND

STA. 27+95 TO STA. 29+29

CONTINUE STANDARD PAVEMENT SECTION

FLUSH, PAINTED ISLAND

ITEM 402.011902


ITEM 304.12


ITEM 402.011902


ITEM 402.376902

4" F9 BASE COURSE HMA, 60 SERIES COMPACTION

ITEM 402.196902


ITEM 402.096202


STA MS 12+00 TO STA MS 12+51

STA MN 10+00 TO STA MN 10+50

STA 17+74 TO STA 18+72

PAVEMENT SECTION AT MILL STREET INTERSECTION


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SHEET NO.

7753.15


PS&E DATE

OF 269


NYS ROUTE 283

COUNTY: JEFFERSON


NONE D032467

NONE

BE 100 LF.

CONTRACT ITEMS. MAXIMUM EXTENT OF UNDERCUT IS ASSUMED TO

DEPTH OF UNDERCUT AOBE WITH PAYMENT UNDER THE APPROPRIATE

SUBGRADE ELEVATION. THE CONTRACTOR SHALL USE A 12-INCH

THE CONTRACTOR MAY ENCOUNTER LOW-STRENGTH SOILS AT THE

SOIL BORINGS IN THE VICINITY OF STA. 21+50 INDICATE11.

SEE DWG. GNP-2 FOR DETAILS.

FOR STA. 17+74 TO STA. 18+72 (MILL STREET INTERSECTION)10.
















407-1.






SEE CROSS SLOPE DIAGRAM SEE CROSS SLOPE DIAGRAM VARIES 1% TO 5%

SEE CROSS SLOPE DIAGRAM SEE CROSS SLOPE DIAGRAMSEE CROSS SLOPE DIAGRAM VARIES 1% TO 5%



TGL

HCL

TGL

HCL

NOTES:

ITEM 609.0401


CAST-IN-PLACE

TYPICAL SECTION

FACTORY STREET



ITEM 402.011902

PERMEABLE BASE COURSE

4" TYPE 2 F9 ASPHALT TREATEDITEM 402.096202


ITEM 402.196902


ITEM 402.376902


PARKING LANESHARED TRAVEL LANESHARED TRAVEL LANE

15’-0" & VARIES 14’-0" & VARIES 8’-0" & VARIES

TYPICAL SECTION

FACTORY STREET

ITEM 609.0401


CAST-IN-PLACE



TYPE 2, ITEM 304.12

12" SUBBASE COURSE,

ITEM 402.011902



TYPE 2, ITEM 304.12

12" SUBBASE COURSE,

ITEM 402.376902


ITEM 402.196902


ITEM 402.096202


SHARED TRAVEL LANE SHARED TRAVEL LANE

14’-0" & VARIES 11’-0" & VARIES

LEFT TURN LANE

14’-0" & VARIES 8’-0" & VARIES

PARKING LANE

STA. 36+54 TO STA. 41+33

NO PARKING ON LEFT SIDE

WESTBOUND

SEE NOTE 6

WESTBOUND

SEE NOTE 6

EASTBOUND

SEE NOTE 7 (TYP.)

EASTBOUND

SEE NOTE 7 (TYP.)

SEE NOTE 6

SEE NOTE 6

ON:

PREPARED BY:

ON:

ALTERED BY:

DRAWING NO. TYP-3

STEPHEN J. RUTKEY

3/20/2015

/ /


7



VARIES 1% TO 5%

ITEM 407.0102

DILUTED TACK COAT


HCL

TGL

TYPICAL SECTION

FACTORY STREET



ITEM 402.011902


ITEM 304.12


ITEM 402.376902


ITEM 402.196902


ITEM 402.096202


ITEM 609.0401


CAST-IN-PLACE

PARKING LANE SHARED TRAVEL LANE SHARED TRAVEL LANE

14’-0" 11’-0" 14’-0"8’-0" & VARIES

WESTBOUND EASTBOUND

LEFT TURN LANE

SEE NOTE 6 SEE NOTE 6

STA. 29+85 TO STA. 32+93

WITH LEFT TURN LANE AT MECHANIC STREET

SEE NOTE 7 (TYP.)

STA. 41+33 TO STA. 42+64

WITH LEFT TURN LANE AT HIGH STREET

L.

SA

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CA

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SEE NOTE 1

ITEM 407.0102

DILUTED TACK COAT

SEE NOTE 1

ITEM 407.0102

DILUTED TACK COAT

SEE NOTE 1

ITEM 407.0102

DILUTED TACK COAT

ITEM

ITEMUNIT DESCRIPTION UNIT

402.196902

402.096212

402.096202

402.011912

402.011902

304.12

203.02








DESCRIPTION

T

QU

T

QU

T

CY

CY

627.50140008

609.0401

407.0102

402.376912

402.376902

402.196912

CUTTING PAVEMENT


DILUTED TACK COAT




LF

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GAL

QU

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QU


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SHEET NO.

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PS&E DATE

OF 269


NYS ROUTE 283

COUNTY: JEFFERSON


NONE D032467

NONE
















407-1.










TGL

HCL


TYPICAL SECTION

FACTORY STREET

ITEM 609.0401


CAST-IN-PLACE

ITEM 402.011902



ITEM 304.12

TYPE 2 (TYP.)

12" SUBBASE COURSE,

ITEM 203.02

AND DISPOSAL (TYP.)


ITEM 402.196902


ITEM 402.376902


HCL13’-7" & VARIES VARIES (4’-0" TO 9’-0") 14’-0" & VARIES 8’-0" & VARIES

SHARED TRAVEL LANE SHARED TRAVEL LANE PARKING LANE

ITEM 609.0401


CAST-IN-PLACE



ITEM 402.376902


ITEM 402.196902


ITEM 402.096202


ITEM 402.011902



TYPE 2, ITEM 304.12

12" SUBBASE COURSE,

TYPICAL SECTION

FACTORY STREET

11’-0"

SHARED TRAVEL LANE RIGHT TURN LANE

15’-0" & VARIES

NOTES:

STA. 44+45 TO STA. 45+25

WITH RIGHT TURN LANE

SEE NOTE 6

WESTBOUND

SEE NOTE 6

WESTBOUND

EASTBOUND

15’-0" & VARIES

SHARED TRAVEL LANE

SEE NOTE 7 (TYP.)

SEE NOTE 7 (TYP.)

LANDSCAPED ISLAND

EASTBOUND


SEE NOTE 6

SEE NOTE 6


ON:

PREPARED BY:

ON:

ALTERED BY:

DRAWING NO. TYP-4

STEPHEN J. RUTKEY

3/20/2015

/ /


8


30" TOPSOIL ITEM 610.1403

STA. 42+64 TO STA. 44+45

WITH ISLAND

ITEM


627.50140008

610.1403

609.0401

407.0102

402.376912

402.376902

402.196912

LF

CY

LF

GAL

QU

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L.

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CA

SCIN

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S.

RU

TK

EY

Y.

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TR

AR

AC

HIT

S.

RU

TK

EY

S.

RU

TK

EY

ITEM 402.096202


ITEM 207.21

GEOTEXTILE SEPARATION (TYP.)

402.196902

402.096212

402.096202

402.011912

402.011902

304.12

207.21

203.02







GEOTEXTILE SEPARATION


T

QU

T

QU

T

CY

SY

CY

SEE NOTE 1

ITEM 407.0102

DILUTED TACK COAT

SEE NOTE 1

ITEM 407.0102

DILUTED TACK COAT

CUTTING PAVEMENT

TOPSOIL - LAWNS


DILUTED TACK COAT




STA 45+25 TO STA 45+85

PAVEMENT SECTION AT HUNTINGTON STREET INTERSECTION

ITEM 304.12


ITEM 402.011902


ITEM 402.376902


ITEM 402.196902


ITEM 402.096202



3/23/2015

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SHEET NO.

7753.15


PS&E DATE

OF 269


NYS ROUTE 283

COUNTY: JEFFERSON


NONE D032467

NONE

PAVEMENT SECTION INFORMATION BELOW FOR DETAILS.

FOR STA. 45+25 TO STA. 45+85 SEE DWG. NO. GNP-13 AND 10.
















407-1.






SHOULDER RIGHT TURN LANE LEFT TURN LANE LEFT TURN LANE THRU LANE RIGHT TURN LANE

12’-0" 12’-0" 11’-0" 12’-0"

ITEM 402.096202


TYPICAL SECTION

MILL STREET SOUTH

HCL

TYPICAL SECTION

MILL STREET SOUTH

SHOULDERTURNING PATH

ITEM 627.50140008

SAWCUT FULL DEPTH

1’-0"

ITEM 627.50140008

SAWCUT FULL DEPTH

1’-0"

VARIES

SOUTHBOUND

SEE NOTE 6

NORTHBOUND

SEE NOTE 69’-9" 14’-5"

TGL

VARIES 0’-3’-4"

STA. MS 10+96 TO STA. MS 11+90

MILL AND FILL

ON:

PREPARED BY:

ON:

ALTERED BY:

DRAWING NO. TYP-5

STEPHEN J. RUTKEY

3/20/2015

/ /


9


SEE NOTE 6

TRAVEL LANE

15’-0" MIN. AND VARIES SEE NOTE 6

SOUTHBOUND

1’-0"

AND DISPOSAL (TYP.), ITEM 203.02


1’-0"

ITEM 609.0201

(TYPE A) (TYP.)

GRANITE CURB,

SEE NOTE 8

SEE NOTE 8

ITEM 490.30

MILLING (1-1/2")

MISCELLANEOUS COLD

ITEM 490.30

MISCELLANEOUS COLD MILLING (1-1/2")

3"

6"

SEE NOTE 9

ITEM 609.0201

(TYPE A) (TYP.)

GRANITE CURB,ITEM 627.50140008

SAWCUT FULL DEPTH

ITEM 627.50140008

SAWCUT FULL DEPTH

WET MIX CONCRETE

DRY MIX CONCRETE

SEE NOTE 10

ITEM 609.0211

(TYPE TS)

GRANITE CURB,

4"

L.

SA

ND

AT.

CA

SCIN

OS.

RU

TK

EY

S.

RU

TK

EY

Y.

JIT

TR

AR

AC

HIT

S.

RU

TK

EY

S.

RU

TK

EY

SEE DWG. GNP-14 FOR PATTERN

ITEM 601.04000024

CROSSWALK SURFACE TREATMENT

ITEM 402.198902


ITEM 402.378902


ITEM 402.011902

4" TYPE 2 F9 ASPHALT TREATED PERMEABLE BASE COURSE (TYP.)

ITEM 304.12

12" SUBBASE COURSE, TYPE 2 (TYP.)

3"

AND DISPOSAL (TYP.), ITEM 203.02


(TYP.)

MATERIAL

BEDDING

CONCRETE

ITEM 402.098202



MATERIAL (TYP.)

CONCRETE BEDDING

3"

ITEM 402.096202



ITEM 402.198902


ITEM 402.378902


ITEM 304.12


6" MIN.

ITEM


402.198912

402.198902

402.196912

402.196902

402.098212

402.098202

402.096212

402.096202

402.011912

402.011902

304.12

203.02













QU

T

QU

T

QU

T

QU

T

QU

T

CY

CY

627.50140008

609.0211

609.0201

608.0101

601.04000024

490.30

407.0102

402.378912

402.378902

402.376912

402.376902

CUTTING PAVEMENT

GRANITE CURB, (TYPE TS)

GRANITE CURB, (TYPE A)


AGGREGATE REINFORCED THERMOPLASTIC PAVEMENT SURFACE TREATMENT


DILUTED TACK COAT





LF

LF

LF

CY

SY

SY

GAL

QU

T

QU

T

SEE GRADING PLAN

SEE NOTE 1

ITEM 407.0102

TACK COAT (TYP.)

DILUTED

SEE NOTE 2

ITEM 407.0102

DILUTED TACK COAT

STA. MS 10+82 +/- TO STA. MS 11+44 +/-

LOOKING NORTH

SLIP RAMP

MILL AND FILL

SEE GRADING PLANSEE GRADING PLAN SEE GRADING PLAN

SEE GRADING PLAN SEE GRADING PLAN SEE GRADING PLAN

SEE NOTE 2

ITEM 407.0102

DILUTED TACK COATSEE NOTE 1

ITEM 407.0102

TACK COAT (TYP.)

DILUTED

6’-0" AND VARIES

NOTES:


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NONE D032467

NONE

MS 12+51.

SEE DWG. TYP-2 FOR PAVEMENT SECTION FROM STA MS 12+00 TO STA 12.




INCLUDED IN THE PRICE BID FOR ITEM 609.0211.

FRONT BASE AND 6" MINIMUM AT THE BACK TOP. ALL MATERIAL

DRY CONCRETE MIX WITH 12" OF WET CONCRETE MIX AT THE

SET CURB ON CONTINUOUS TRAPEZOIDAL SHAPED WEDGE BED OF10.

FOR ITEM 609.0201.

TOP OF PAVEMENT. ALL MATERIAL INCLUDED IN THE PRICE BID

CONCRETE MIX. PLACE LEAN LOW-SLUMP CONCRETE BACKING TO

SET CURB ON CONTINUOUS BED OF GRANULAR MATERIAL OR DRY9.
















407-1.






TYPICAL SECTION

MILL STREET NORTH

TYPICAL SECTION

MILL STREET NORTH

STA. MN 11+46 TO STA. MN 12+90

MILL AND FILL

STA. MN 10+50 TO STA. MN 11+46

FULL DEPTH RECONSTRUCTION

ITEM 402.096202


ITEM 402.196902


ITEM 402.376902



HCL

TGLITEM 609.0401


CAST-IN-PLACE

12’-0" MIN. & VARIES 11’-0"

TRAVEL LANE

20’-5" MIN. AND VARIES

ITEM 304.12




NOTES:

ITEM 402.096202


HCL

20’-2" 20’-0"

TRAVEL LANETRAVEL LANE

SIDEWALK TO REMAIN (TYP.)

EXIST. CURB ANDTGL

ON:

PREPARED BY:

ON:

ALTERED BY:

DRAWING NO. TYP-6

STEPHEN J. RUTKEY

3/20/2015

/ /


10


SEE NOTE 6

SOUTHBOUND NORTHBOUND

SEE NOTE 8

SEE NOTE 6


TRAVEL LANE TRAVEL LANE

ITEM 490.30

MILLING (1-1/2")

MISCELLANEOUS COLD

ITEM


402.196912

402.196902

402.096212

402.096202

402.011912

402.011902

304.12

203.02









DESCRIPTION

627.50140008

609.0401

608.0101

490.30

407.0102

402.376912

402.376902

QU

T

QU

T

QU

T

CY

CY

CUTTING PAVEMENT




DILUTED TACK COAT



LF

LF

CY

SY

GAL

QU

T

L.

SA

ND

AT.

CA

SCIN

OS.

RU

TK

EY

S.

RU

TK

EY

Y.

JIT

TR

AR

AC

HIT

S.

RU

TK

EY

S.

RU

TK

EY

ITEM 402.376902


SEE GRADING PLAN SEE GRADING PLAN

SEE GRADING PLANSEE GRADING PLAN

SEE GRADING PLAN

SEE NOTE 1

ITEM 407.0102

DILUTED TACK COAT

SEE NOTE 2

ITEM 407.0102

DILUTED TACKCOAT


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NONE D032467

NONE

MN 10+50.

SEE DWG. TYP-2 FOR PAVEMENT SECTION FROM STA MN 10+00 TO STA 10.



















407-1.







TGL

HCL

TGL

HCL

ITEM 609.0401


CAST-IN-PLACE

ITEM 203.02

AND DISPOSAL (TYP.)


ITEM 304.12


ITEM 402.011902


TYPICAL SECTION

POLK STREET

ITEM 402.096202


ITEM 402.196902


ITEM 402.376902


ITEM 203.02

AND DISPOSAL (TYP.)


ITEM 609.0401


CAST-IN-PLACE



TYPICAL SECTION

MECHANIC STREET

TGL

HCL

ITEM 609.0401


CAST-IN-PLACE

ITEM 203.02

AND DISPOSAL (TYP.)

UNCLASSIFIED EXCAVATION TYPICAL SECTION

POLK STREET


ITEM 304.12


ITEM 402.198902


ITEM 402.378902


CROSS SLOPE (TYP.)

MATCH EXIST.

ITEM 627.50140008

SAWCUT FULL DEPTH (TYP.)

EXIST. PAVEMENT

VARIES (5’-0" TO 9’-0")

ITEM 402.378902


BASE COURSE HMA,

4" 37.5 F9

ITEM 402.198902


BINDER COURSE HMA,

2" 19 F9

AS PAVEMENTSAME SLOPE

ITEM 402.096202


ITEM 627.50140008

SAWCUT FULL DEPTH

NOTES:

ON:

PREPARED BY:

ON:

ALTERED BY:

DRAWING NO. TYP-7

STEPHEN J. RUTKEY

3/20/2015

/ /


11


SEE NOTE 6

SEE NOTE 6

SEE NOTE 6



SEE NOTE 6

SEE NOTE 6

SEE NOTE 6

STA. M 10+38 TO STA. M 11+85

AND MILL AND FILL

PARTIAL FULL DEPTH RECONSTRUCTION

STA. P 10+65 TO STA. P 11+39


STA. P 9+83 TO STA. P 10+31

NO CURB RECONSTRUCTION ALONG WEST CURB LINE

STA. P 9+83 TO STA. P 10+65

CURB RECONSTRUCTION

SEE NOTE 7 (TYP.)




SEE NOTE 9

SEE NOTE 9


ITEM 490.30

MISCELLANEOUS COLD MILLING (1")

L.

SA

ND

AT.

CA

SCIN

OS.

RU

TK

EY

S.

RU

TK

EY

Y.

JIT

TR

AR

AC

HIT

S.

RU

TK

EY

S.

RU

TK

EY

ITEM 304.12


ITEM 402.378902


ITEM 402.098202


ITEM


402.198902

402.196912

402.196902

402.098212

402.098202

402.096212

402.096202

402.011912

402.011902

304.12

203.02

627.50140008

609.0401

608.0101

490.30

407.0102

402.378912

402.378902

402.376912

402.376902

402.198912












CUTTING PAVEMENT




DILUTED TACK COAT






T

QU

T

QU

T

QU

T

QU

T

CY

CY

LF

LF

CY

SY

GAL

QU

T

QU

T

QU

SEE NOTE 1

ITEM 407.0102

DILUTED TACK COAT


SEE GRADING PLAN

SEE NOTE 1

ITEM 407.0102

DILUTED TACK COAT

SEE NOTE 1

ITEM 407.0102

DILUTED TACK COAT (TYP.)

SEE NOTE 2

ITEM 407.0102

DILUTED TACK COAT

ITEM 402.011902


SEE NOTE 7 (TYP.)

PAVEMENT SECTION AT MECHANIC STREET INTERSECTIONSTA M 11+85 TO STA M 13+00

SEE GRADING PLAN

ITEM 304.12


ITEM 402.011902


ITEM 402.376902


ITEM 402.196902


ITEM 402.096202



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NONE D032467

NONE

DETAILS.

AND FILL TO MATCH EXISTING PAVEMENT. SEE DWG. GNP-18 FOR

FOR MECHANIC STREET STA. M 9+00 TO M 10+38 PROVIDE MILL11.











SEE DWG. NO. DRD-3 FOR UNDERDRAIN DETAIL AND DWG. NO DRT-97.










407-1.






TGL

HCL

TYPICAL SECTION

HIGH STREET

10’-0"16’-0" MIN. & VARIES

RIGHT TURN LANE


TGL

HCL

ITEM 402.011902


ITEM 304.12


ITEM 203.02

AND DISPOSAL (TYP.)


ITEM 609.0401


CAST-IN-PLACE

ITEM 402.096202


ITEM 402.196902


ITEM 402.376902



TYPICAL SECTION

MECHANIC STREET


TGL

HCL

TYPICAL SECTION

HIGH STREET

ITEM 609.0401


CAST-IN-PLACE

ITEM 203.02

AND DISPOSAL (TYP.)


ITEM 304.12


ITEM 402.011902

4" TYPE 2 F9 ASPHALT TREATED PERMEABLE BASE COURSE ITEM 402.376902


ITEM 402.196902


ITEM 402.096202


10’-0" 11’-0"16’-0" MIN. & VARIES

RIGHT TURN LANE

1’-0"

VARIES (6’-0" TO 10’-7")

VARIES (1’-0" TO 5’-4")

ITEM 402.096202


AS PAVEMENT

SAME SLOPE

ITEM 203.02

AND DISPOSAL (TYP.)


ITEM 627.50140008

SAWCUT FULL DEPTH

ITEM 402.198902


2" 19 F9 BINDER COURSE HMA,

ITEM 402.378902


4" 37.5 F9 BASE COURSE HMA,

SEE NOTE 6

SOUTHBOUND

SOUTHBOUND

SEE NOTE 6

SOUTHBOUND


NORTHBOUND

STA. HS 11+46 TO STA. HS 12+40


NORTHBOUND



ITEM 609.0401

CONCRETE CURB

CAST-IN-PLACE

SEE NOTE 6

SEE NOTE 6

SEE NOTE 6

STA. HS 10+60 TO STA. HS 11+46


SEE NOTE 8

STA. M 11+85 TO STA. M 13+72


NORTHBOUND

SEE NOTE 9 (TYP.)

ON:

PREPARED BY:

ON:

ALTERED BY:

DRAWING NO. TYP-8

STEPHEN J. RUTKEY

3/20/2015

/ /


12


TO REMAIN

EXISTING CURB

ITEM 490.30

MISCELLANOUS COLD MILLING (1")

L.

SA

ND

AT.

CA

SCIN

OS.

RU

TK

EY

S.

RU

TK

EY

Y.

JIT

TR

AR

AC

HIT

S.

RU

TK

EY

S.

RU

TK

EY

ITEM


402.198902

402.196912

402.196902

402.098212

402.098202

402.096212

402.096202

402.011912

402.011902

304.12

203.02

627.50140008

609.0401

608.0101

490.30

407.0102

402.378912

402.378902

402.376912

402.376902

402.198912












CUTTING PAVEMENT




DILUTED TACK COAT






T

QU

T

QU

T

QU

T

QU

T

CY

CY

LF

LF

CY

SY

GAL

QU

T

QU

T

QU

ITEM 402.378902



ITEM 304.12


SEE NOTE 9 (TYP.)

SEE GRADING PLAN SEE GRADING PLAN SEE GRADING PLAN

SEE GRADING PLANSEE GRADING PLAN


SEE NOTE 1

ITEM 407.0102

DILUTED TACK COAT

SEE NOTE 1

ITEM 407.0102

DILUTED TACK COAT

SEE NOTE 2

ITEM 407.0102

DILUTED TACK COAT

SEE NOTE 1

ITEM 407.0102

TACK COAT

DILUTED

NOTES:


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407-1.







HCL

ITEM 609.0401

CONCRETE CURB

CAST-IN-PLACE

15’-0"

SHARED TRAVEL LANE


STA. H 11+09 TO STA. H 12+79

RIGHT TURN LANE

ITEM 627.50140008

SAWCUT FULL DEPTH

TGL

15’-0"

STA. H 11+09 TO STA. H 12+79

TRAVEL LANE

STA. H 10+44 TO STA. H 11+09

TRAVEL LANE


UNCLASSIFIED EXCAVATION ITEM 402.196902


2" 19 F9 BINDER COURSE HMA,

ITEM 402.011902



ITEM 402.376902



ITEM 304.12


TYPICAL SECTION

AND FAIRBANKS STREET

HUNTINGTON STREET

vVARIES (7’-3" TO 5’-8")vVARIES (7’-3" TO 5’-8")

1% 1%

5’-0"5’-0"

1% 1%



ITEM 304.12


ITEM 608.020102

3" HOT MIX ASPHALT

ITEM 304.12


ITEM 608.020102

3" HOT MIX ASPHALT



TYPICAL SECTION

ASPHALT TRAIL

LOOKING EAST

AT RETAINING WALLS

TYPICAL SECTION

ASPHALT TRAIL

LOOKING EAST

AT GRADED SIDE SLOPE (10’ WIDE SECTIONS)

ITEMS 610.1403 AND 610.1602

4" TOPSOIL AND ESTABLISH TURF (TYP.)

1’-0" MIN. AND VARIES 1’-0" MIN. AND VARIES 4’-0"4’-0"1’-0" MIN. AND VARIES

VARIES (TYP.)

1V:4H MAX. AND

VARIES (TYP.)

1V:4H MAX. AND

TYPICAL SECTION

ASPHALT TRAILITEM 304.12


ITEM 608.020102

3" HOT MIX ASPHALT

1%1%



ITEMS 610.1403 AND 610.1602

4" TOPSOIL AND ESTABLISH TURF (TYP.)

LOOKING SOUTH

AT GRADED SIDE SLOPE (8’ WIDE SECTIONS)

ON:

PREPARED BY:

ON:

ALTERED BY:

DRAWING NO. TYP-9

STEPHEN J. RUTKEY

3/20/2015

/ /


13


AND STA. F 10+18 TO STA. F 10+80

STA. H 10+44 TO STA. H 12+79

CENTER OF TRAIL CENTER OF TRAIL

SEE NOTE 6


SEE NOTE 9

CONCRETE ITEM 580.01

REMOVAL OF STRUCTURAL

CENTER OF TRAILW/2

W

TO REMAIN

EXISTING CURB

ITEM 490.30

MISCELLANOUS COLD MILLING (1-1/2")

ITEM


402.376912

402.376902

402.196912

402.196902

402.096212

402.096202

402.011912

402.011902

304.12

203.02











DESCRIPTION

627.50140008

610.1602

610.1403

609.0401

608.020112

608.020102

580.01

490.30

407.0102

QU

T

QU

T

QU

T

QU

T

CY

CY

CUTTING PAVEMENT

TURF ESTABLISHMENT - LAWNS

TOPSOIL - LAWNS



VEGETATION CONTROL STRIPS

HOT MIX ASPHALT (HMA) SIDEWALKS, DRIVEWAYS, BICYCLE PATHS AND

REMOVAL OF STRUCTURAL CONCRETE


DILUTED TACK COAT

LF

SY

CY

LF

QU

T

SY

CY

GAL

L.

SA

ND

AT.

CA

SCIN

OS.

RU

TK

EY

S.

RU

TK

EY

Y.

JIT

TR

AR

AC

HIT

S.

RU

TK

EY

S.

RU

TK

EY

SEE NOTE 11

ITEM 402.096202



SEE NOTE 1

ITEM 407.0102

DILUTED TACK COAT


SEE NOTE 2

ITEM 407.0102

DILUTED TACK COAT

SEE NOTE 8

1’-

0"

RETAINING WALL TO REMAIN

PORTION OF EXISTING

NOTES:











SEE DWG. NO. GDP-1 FOR GRADING PLAN.8.











407-1.






TO REMAIN

EXISTING WALL

VARIES, 6H:1V MAX.

MATCH TO EXISTING

AND ESTABLISHING TURF

PLACING TOPSOIL

ITEM 203.02


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NONE D032467

NONE

SEE NOTE 2

ITEM 407.0102

DILUTED TACK COAT

NOTES:

ON:

PREPARED BY:

ON:

ALTERED BY:

DRAWING NO. TYP-10

STEPHEN J. RUTKEY

3/20/2015

/ /


14


ITEM 304.12


ITEM 203.02

AND DISPOSAL (TYP.)


ITEM 609.0401


CAST-IN-PLACE



TGL

ITEM 402.096202


ITEM 402.196902


ITEM 402.376902


HCL



TYPICAL SECTION

FACTORY SQUARE


ITEM 627.50140008

SAWCUT FULL DEPTHITEM 609.0401

CONCRETE CURB

CAST-IN-PLACE

1’-0"

ITEM 304.12


ITEM 402.198902


ITEM 402.378902




ITEM 490.10

MILLING (1-1/2")

PRODUCTION COLD


SHARED TRAVEL LANE


HCL

TGL

TYPICAL SECTION

FACTORY SQUARE


SHARED TRAVEL LANE

SEE NOTE 6

SOUTHBOUND

SEE NOTE 6

SOUTHBOUND

NORTHBOUND

SEE NOTE 8

NORTHBOUND


STA. FS 10+15 TO STA. FS 10+54


ITEM 304.12


ITEM 203.02

AND DISPOSAL (TYP.)


ITEM 609.0401


CAST-IN-PLACE



TGL

ITEM 402.096202


ITEM 402.196902


ITEM 402.376902


HCL




TYPICAL SECTION

FACTORY SQUARE

SEE NOTE 6



STA. FS 10+54 TO STA. FS 10+85


SEE NOTE 6

STA. FS 10+85 TO STA. FS 10+99 (SEE LIMIT ON DWG. NO. GNP-11)

MILL AND FILL ON SOUTHBOUND LANE

ITEM 627.50140008

SAWCUT FULL DEPTH

8.

7.

6.

5.

4.

3.

2.

1.

ITEM 490.30

MILLING (1-1/2")

MISCELLANEOUS COLD

L.

SA

ND

AT.

CA

SCIN

OS.

RU

TK

EY

S.

RU

TK

EY

Y.

JIT

TR

AR

AC

HIT

S.

RU

TK

EY

S.

RU

TK

EY

ITEM 402.376902



ITEM 402.376902



ITEM 402.378902


ITEM 402.096202



ITEM


402.196912

402.196902

402.098212

402.098202

402.096212

402.096202

402.011912

402.011902

304.12

203.02

627.50140008

609.0401

490.30

407.0102

402.378912

402.378902

402.376912

402.376902

402.198912

402.198902











CUTTING PAVEMENT



DILUTED TACK COAT







QU

T

QU

T

QU

T

QU

T

CY

CY

LF

LF

SY

GAL

QU

T

QU

T

QU

T

SEE NOTE 1

ITEM 407.0102

TACK COAT

DILUTED

SEE NOTE 1

ITEM 407.0102

DILUTED TACK COAT

SEE NOTE 1

ITEM 407.0102

DILUTED TACK COAT





EXISTING PAVEMENT COMPOSITIONS AT INTERSECTING STREETS

SEE DWG. NOS. PRO-1 TO PRO-11 FOR CROSS SLOPE DIAGRAM.

SEE DWG. NO. TYP-11 FOR UTILITY STRIP AND SIDEWALK DETAIL.

EXISTING PAVEMENT, WHICHEVER IS LOWER.

BE TO THE BOTTOM OF PROPOSED SUBBASE COURSE OR BOTTOM OF THE

THE BOTTOM PAY LIMIT FOR ITEM 203.02 UNDER THE PAVEMENT SHALL



ANY DAMAGE TO EXISTING PAVEMENT OUTSIDE THE PROPOSED WORK

SURFACES PRIOR TO PAVING AT A IN ACCORDANCE WITH TABLE 407-1.

TACK COAT (ITEM 407.0102) SHALL BE APPLIED TO ALL VERTICAL

MILLED SURFACES PRIOR TO PAVING IN ACCORDANCE WITH TABLE 407-1.

TACK COAT (ITEM 407.0102) SHALL BE APPLIED TO ALL SAWCUT AND



TACK COAT (ITEM 407.0102) SHALL BE APPLIED BETWEEN ASPHALT


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SHEET NO.

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PS&E DATE

OF 269


NYS ROUTE 283

COUNTY: JEFFERSON


NONE D032467

NONE

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NOTES · 2015. 7. 23. · 2" 19 f9 binder course hma, 60 series compaction (typ.) item 402.376902...

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