notes · 2015. 7. 23. · 2" 19 f9 binder course hma, 60 series compaction (typ.) item 402.376902...
TRANSCRIPT
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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
UNCLASSIFIED EXCAVATION
VARIES
SEE CROSS SLOPE DIAGRAM
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
12" SUBBASE COURSE, TYPE 2
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.
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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
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.098202
9.5 F2 TOP COURSE HMA, 80 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.096202
9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.011902
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
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.378912
37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.376912
37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.198902
19 F9 BINDER COURSE HMA, 80 SERIES COMPACTION
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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
2" 19 F9 BINDER COURSE HMA, 80 SERIES COMPACTION
ITEM 402.378902
4" 37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION
ITEM 402.098202
1" 9.5 F2 TOP COURSE HM, 80 SERIES COMPACTION
ITEM 402.378902
4" 37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION
ITEM 402.378902
4" 37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION
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:
3/23/2015
RutkeyS
CONTRACT NUMBERBRIDGES CULVERTSPIN
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
FIL
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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
SAME SLOPE AS PAVEMENT SAME SLOPE AS PAVEMENT
HCL
TGL
HCL
TGL
AND DISPOSAL, ITEM 203.02
UNCLASSIFIED EXCAVATIONITEM 304.12
12" SUBBASE COURSE, TYPE 2
ITEM 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
ITEM 402.196902
2" 19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
ITEM 402.376902
4" 37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
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
AND DISPOSAL, ITEM 203.02
UNCLASSIFIED EXCAVATION
ITEM 402.011902
4" TYPE 2 F9 ASPHALT TREATED PERMEABLE BASE COURSE
ITEM 304.12
12" SUBBASE COURSE, TYPE 2
ITEM 402.376902
4" 37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
ITEM 402.196902
2" 19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
ITEM 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
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
SEE CROSS SLOPE DIAGRAM
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
/ /
DOCUMENT NAME: 775315 CPH TYP 02.DGN
6
TYPICAL SECTIONS (2 OF 11)
SEE CROSS SLOPE DIAGRAM SEE CROSS SLOPE DIAGRAM
SAME SLOPE AS PAVEMENT SAME SLOPE AS PAVEMENT
HCL
TGL
ITEM 609.0401
CONCRETE CURB (TYP.)
CAST-IN-PLACE
ITEM 203.02
AND DISPOSAL (TYP.)
UNCLASSIFIED EXCAVATIONITEM 402.011902
PERMEABLE BASE COURSE (TYP.)
4" TYPE 2 F9 ASPHALT TREATED
ITEM 304.12
TYPE 2 (TYP.)
12" SUBBASE COURSE,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.)
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 CROSS SLOPE DIAGRAM
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.
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ITEM 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION (TYP.)
ITEM 207.21
GEOTEXTILE SEPARATION (TYP.)
ITEM
ITEMUNIT DESCRIPTION UNITDESCRIPTION
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
CAST-IN-PLACE CONCRETE CURB, TYPE VF150
CONCRETE SIDEWALKS AND DRIVEWAYS
DILUTED TACK COAT
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.376912
37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
LF
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GAL
QU
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402.196912
402.196902
402.096212
402.096202
402.011912
402.011902
304.12
207.21
203.02
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.19690
19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.096202
9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.011902
TYPE 2 F9, ASPHALT-TREATED PERMEABLE BASE COURSE
SUBBASE COURSE, TYPE 2
GEOTEXTILE SEPARATION
UNCLASSIFIED EXCAVATION AND DISPOSAL
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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
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
4" TYPE 2 F9 ASPHALT TREATED PERMEABLE BASE COURSE
ITEM 304.12
12" SUBBASE COURSE, TYPE 2
ITEM 402.011902
4" TYPE 2 F9 ASPHALT TREATED PERMEABLE BASE COURSE
ITEM 402.376902
4" F9 BASE COURSE HMA, 60 SERIES COMPACTION
ITEM 402.196902
2" 19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
ITEM 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
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
ALTERED BY:PREPARED BY:
3/23/2015
RutkeyS
CONTRACT NUMBERBRIDGES CULVERTSPIN
JO
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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
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.
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.
SEE DWG. NOS. PRO-1 TO PRO-11 FOR CROSS SLOPE DIAGRAM.8.
FOR UNDERDRAIN TABLE.
SEE DWG. NO. DRD-3 FOR UNDERDRAIN DETAIL AND DWG. NO. DRT-97.
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.
-
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%
SAME SLOPE AS PAVEMENT SAME SLOPE AS PAVEMENT
SAME SLOPE AS PAVEMENT SAME SLOPE AS PAVEMENT
TGL
HCL
TGL
HCL
NOTES:
ITEM 609.0401
CONCRETE CURB (TYP.)
CAST-IN-PLACE
TYPICAL SECTION
FACTORY STREET
AND DISPOSAL, ITEM 203.02
UNCLASSIFIED EXCAVATION
ITEM 402.011902
PERMEABLE BASE COURSE
4" TYPE 2 F9 ASPHALT TREATEDITEM 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
ITEM 402.196902
2" 19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
ITEM 402.376902
4" 37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
PARKING LANESHARED TRAVEL LANESHARED TRAVEL LANE
15’-0" & VARIES 14’-0" & VARIES 8’-0" & VARIES
TYPICAL SECTION
FACTORY STREET
ITEM 609.0401
CONCRETE CURB (TYP.)
CAST-IN-PLACE
AND DISPOSAL, ITEM 203.02
UNCLASSIFIED EXCAVATION
TYPE 2, ITEM 304.12
12" SUBBASE COURSE,
ITEM 402.011902
PERMEABLE BASE COURSE
4" TYPE 2 F9 ASPHALT TREATED
TYPE 2, ITEM 304.12
12" SUBBASE COURSE,
ITEM 402.376902
4" 37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
ITEM 402.196902
2" 19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
ITEM 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
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
/ /
DOCUMENT NAME: 775315 CPH TYP 03.DGN
7
TYPICAL SECTIONS (3 OF 11)
SEE CROSS SLOPE DIAGRAM SEE CROSS SLOPE DIAGRAMVARIES 1% TO 5%
VARIES 1% TO 5%
ITEM 407.0102
DILUTED TACK COAT
SAME SLOPE AS PAVEMENT SAME SLOPE AS PAVEMENT
HCL
TGL
TYPICAL SECTION
FACTORY STREET
AND DISPOSAL, ITEM 203.02
UNCLASSIFIED EXCAVATION
ITEM 402.011902
4" TYPE 2 F9 ASPHALT TREATED PERMEABLE BASE COURSE
ITEM 304.12
12" SUBBASE COURSE, TYPE 2
ITEM 402.376902
4" 37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
ITEM 402.196902
2" 19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
ITEM 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
ITEM 609.0401
CONCRETE CURB (TYP.)
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.
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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
19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.096202
9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.011902
TYPE 2 F9, ASPHALT-TREATED PERMEABLE BASE COURSE
SUBBASE COURSE, TYPE 2
UNCLASSIFIED EXCAVATION AND DISPOSAL
DESCRIPTION
T
QU
T
QU
T
CY
CY
627.50140008
609.0401
407.0102
402.376912
402.376902
402.196912
CUTTING PAVEMENT
CAST-IN-PLACE CONCRETE CURB, TYPE VF150
DILUTED TACK COAT
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.376912
37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.196902
LF
LF
GAL
QU
T
QU
ALTERED BY:PREPARED BY:
3/23/2015
RutkeyS
CONTRACT NUMBERBRIDGES CULVERTSPIN
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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
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.
SEE DWG. NOS. PRO-1 TO PRO-11 FOR CROSS SLOPE DIAGRAM.8.
FOR UNDERDRAIN TABLE.
SEE DWG. NO. DRD-3 FOR UNDERDRAIN DETAIL AND DWG. NO. DRT-97.
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.
-
SEE CROSS SLOPE DIAGRAM SEE CROSS SLOPE DIAGRAMVARIES 1% TO 5%
SEE CROSS SLOPE DIAGRAM
SAME SLOPE AS PAVEMENT
SAME SLOPE AS PAVEMENT SAME SLOPE AS PAVEMENT
TGL
HCL
SAME SLOPE AS PAVEMENT
TYPICAL SECTION
FACTORY STREET
ITEM 609.0401
CONCRETE CURB (TYP.)
CAST-IN-PLACE
ITEM 402.011902
PERMEABLE BASE COURSE (TYP.)
4" TYPE 2 F9 ASPHALT TREATED
ITEM 304.12
TYPE 2 (TYP.)
12" SUBBASE COURSE,
ITEM 203.02
AND DISPOSAL (TYP.)
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.)
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
CONCRETE CURB (TYP.)
CAST-IN-PLACE
AND DISPOSAL, ITEM 203.02
UNCLASSIFIED EXCAVATION
ITEM 402.376902
4" 37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
ITEM 402.196902
2" 19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
ITEM 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
ITEM 402.011902
PERMEABLE BASE COURSE
4" TYPE 2 F9 ASPHALT TREATED
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 CROSS SLOPE DIAGRAM
SEE NOTE 6
SEE NOTE 6
SEE CROSS SLOPE DIAGRAM
ON:
PREPARED BY:
ON:
ALTERED BY:
DRAWING NO. TYP-4
STEPHEN J. RUTKEY
3/20/2015
/ /
DOCUMENT NAME: 775315 CPH TYP 04.DGN
8
TYPICAL SECTIONS (4 OF 11)
30" TOPSOIL ITEM 610.1403
STA. 42+64 TO STA. 44+45
WITH ISLAND
ITEM
ITEMUNIT DESCRIPTION UNITDESCRIPTION
627.50140008
610.1403
609.0401
407.0102
402.376912
402.376902
402.196912
LF
CY
LF
GAL
QU
T
QU
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 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION (TYP.)
ITEM 207.21
GEOTEXTILE SEPARATION (TYP.)
402.196902
402.096212
402.096202
402.011912
402.011902
304.12
207.21
203.02
19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.096202
9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.011902
TYPE 2 F9, ASPHALT-TREATED PERMEABLE BASE COURSE
SUBBASE COURSE, TYPE 2
GEOTEXTILE SEPARATION
UNCLASSIFIED EXCAVATION AND DISPOSAL
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
CAST-IN-PLACE CONCRETE CURB, TYPE VF150
DILUTED TACK COAT
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.376912
37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.196902
STA 45+25 TO STA 45+85
PAVEMENT SECTION AT HUNTINGTON STREET INTERSECTION
ITEM 304.12
12" SUBBASE COURSE, TYPE 2
ITEM 402.011902
4" TYPE 2 F9 ASPHALT TREATED PERMEABLE BASE COURSE
ITEM 402.376902
4" F9 BASE COURSE HMA, 60 SERIES COMPACTION
ITEM 402.196902
2" 19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
ITEM 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
ALTERED BY:PREPARED BY:
3/23/2015
RutkeyS
CONTRACT NUMBERBRIDGES CULVERTSPIN
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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
PAVEMENT SECTION INFORMATION BELOW FOR DETAILS.
FOR STA. 45+25 TO STA. 45+85 SEE DWG. NO. GNP-13 AND 10.
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.
SEE DWG. NOS. PRO-1 TO PRO-11 FOR CROSS SLOPE DIAGRAM.8.
FOR UNDERDRAIN TABLE.
SEE DWG. NO. DRD-3 FOR UNDERDRAIN DETAIL AND DWG. NO. DRT-97.
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.
-
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
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
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
/ /
DOCUMENT NAME: 775315 CPH TYP 05.DGN
9
TYPICAL SECTIONS (5 OF 11)
SEE NOTE 6
TRAVEL LANE
15’-0" MIN. AND VARIES SEE NOTE 6
SOUTHBOUND
1’-0"
AND DISPOSAL (TYP.), ITEM 203.02
UNCLASSIFIED EXCAVATION
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
2" 19 F9 BINDER COURSE HMA, 80 SERIES COMPACTION (TYP.)
ITEM 402.378902
5" 37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION (TYP.)
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
UNCLASSIFIED EXCAVATION
(TYP.)
MATERIAL
BEDDING
CONCRETE
ITEM 402.098202
80 SERIES COMPACTION
1" 9.5 F2 TOP COURSE HMA,
MATERIAL (TYP.)
CONCRETE BEDDING
3"
ITEM 402.096202
60 SERIES COMPACTION
1" 9.5 F2 TOP COURSE HMA,
ITEM 402.198902
2" 19 F9 BINDER COURSE HMA, 80 SERIES COMPACTION (TYP.)
ITEM 402.378902
4" 37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION (TYP.)
ITEM 304.12
12" SUBBASE COURSE, TYPE 2 (TYP.)
6" MIN.
ITEM
ITEMUNIT DESCRIPTION UNITDESCRIPTION
402.198912
402.198902
402.196912
402.196902
402.098212
402.098202
402.096212
402.096202
402.011912
402.011902
304.12
203.02
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.198902
19 F9 BINDER COURSE HMA, 80 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.196902
19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.098202
9.5 F2 TOP COURSE HMA, 80 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.096202
9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.011902
TYPE 2 F9, ASPHALT-TREATED PERMEABLE BASE COURSE
SUBBASE COURSE, TYPE 2
UNCLASSIFIED EXCAVATION AND DISPOSAL
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)
CONCRETE SIDEWALKS AND DRIVEWAYS
AGGREGATE REINFORCED THERMOPLASTIC PAVEMENT SURFACE TREATMENT
MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE
DILUTED TACK COAT
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.378912
37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.376912
37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
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:
ALTERED BY:PREPARED BY:
3/23/2015
RutkeyS
CONTRACT NUMBERBRIDGES CULVERTSPIN
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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
MS 12+51.
SEE DWG. TYP-2 FOR PAVEMENT SECTION FROM STA MS 12+00 TO STA 12.
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 11.
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.
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.
-
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
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
ITEM 402.196902
2" 19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
ITEM 402.376902
4" 37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
SAME SLOPE AS PAVEMENT SAME SLOPE AS PAVEMENT
HCL
TGLITEM 609.0401
CONCRETE CURB (TYP.)
CAST-IN-PLACE
12’-0" MIN. & VARIES 11’-0"
TRAVEL LANE
20’-5" MIN. AND VARIES
ITEM 304.12
12" SUBBASE COURSE, TYPE 2
AND DISPOSAL, ITEM 203.02
UNCLASSIFIED EXCAVATION
NOTES:
ITEM 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
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
/ /
DOCUMENT NAME: 775315 CPH TYP 06.DGN
10
TYPICAL SECTIONS (6 OF 11)
SEE NOTE 6
SOUTHBOUND NORTHBOUND
SEE NOTE 8
SEE NOTE 6
SOUTHBOUND NORTHBOUND
TRAVEL LANE TRAVEL LANE
ITEM 490.30
MILLING (1-1/2")
MISCELLANEOUS COLD
ITEM
ITEMUNIT DESCRIPTION UNIT
402.196912
402.196902
402.096212
402.096202
402.011912
402.011902
304.12
203.02
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.196902
19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.096202
9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.011902
TYPE 2 F9, ASPHALT-TREATED PERMEABLE BASE COURSE
SUBBASE COURSE, TYPE 2
UNCLASSIFIED EXCAVATION AND DISPOSAL
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
CAST-IN-PLACE CONCRETE CURB, TYPE VF150
CONCRETE SIDEWALKS AND DRIVEWAYS
MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE
DILUTED TACK COAT
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.376912
37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
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
4" 37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
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
ALTERED BY:PREPARED BY:
3/23/2015
RutkeyS
CONTRACT NUMBERBRIDGES CULVERTSPIN
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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
MN 10+50.
SEE DWG. TYP-2 FOR PAVEMENT SECTION FROM STA MN 10+00 TO STA 10.
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.
-
SAME SLOPE AS PAVEMENT
TGL
HCL
TGL
HCL
ITEM 609.0401
CONCRETE CURB (TYP.)
CAST-IN-PLACE
ITEM 203.02
AND DISPOSAL (TYP.)
UNCLASSIFIED EXCAVATION
ITEM 304.12
12" SUBBASE COURSE, TYPE 2
ITEM 402.011902
4" TYPE 2 F9 ASPHALT TREATED PERMEABLE BASE COURSE
TYPICAL SECTION
POLK STREET
ITEM 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
ITEM 402.196902
2" 19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
ITEM 402.376902
4" 37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
ITEM 203.02
AND DISPOSAL (TYP.)
UNCLASSIFIED EXCAVATION
ITEM 609.0401
CONCRETE CURB (TYP.)
CAST-IN-PLACE
10’-0" MIN. & VARIES 10’-0" MIN. & VARIES
13’-9" MIN. & VARIES 13’-9" MIN. & VARIES
TYPICAL SECTION
MECHANIC STREET
TGL
HCL
ITEM 609.0401
CONCRETE CURB (TYP.)
CAST-IN-PLACE
ITEM 203.02
AND DISPOSAL (TYP.)
UNCLASSIFIED EXCAVATION TYPICAL SECTION
POLK STREET
10’-0" MIN. & VARIES 10’-0" MIN. & VARIES
ITEM 304.12
12" SUBBASE COURSE, TYPE 2 (TYP.)
ITEM 402.198902
2" 19 F9 BINDER COURSE HMA, 80 SERIES COMPACTION (TYP.)
ITEM 402.378902
4" 37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION (TYP.)
CROSS SLOPE (TYP.)
MATCH EXIST.
ITEM 627.50140008
SAWCUT FULL DEPTH (TYP.)
EXIST. PAVEMENT
VARIES (5’-0" TO 9’-0")
ITEM 402.378902
80 SERIES COMPACTION
BASE COURSE HMA,
4" 37.5 F9
ITEM 402.198902
80 SERIES COMPACTION
BINDER COURSE HMA,
2" 19 F9
AS PAVEMENTSAME SLOPE
ITEM 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
ITEM 627.50140008
SAWCUT FULL DEPTH
NOTES:
ON:
PREPARED BY:
ON:
ALTERED BY:
DRAWING NO. TYP-7
STEPHEN J. RUTKEY
3/20/2015
/ /
DOCUMENT NAME: 775315 CPH TYP 07.DGN
11
TYPICAL SECTIONS (7 OF 11)
SEE NOTE 6
SEE NOTE 6
SEE NOTE 6
SOUTHBOUND NORTHBOUND
TRAVEL LANE TRAVEL LANE
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
FULL DEPTH RECONSTRUCTION
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.)
TRAVEL LANE TRAVEL LANE
TRAVEL LANE TRAVEL LANE
SOUTHBOUND NORTHBOUND
SEE NOTE 9
SEE NOTE 9
SOUTHBOUND NORTHBOUND
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
12" SUBBASE COURSE, TYPE 2
ITEM 402.378902
4" 37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION
ITEM 402.098202
1" 9.5 F2 TOP COURSE HMA, 80 SERIES COMPACTION (TYP.)
ITEM
ITEMUNIT DESCRIPTION UNITDESCRIPTION
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
19 F9 BINDER COURSE HMA, 80 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.196902
19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.098202
9.5 F2 TOP COURSE HMA, 80 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.096202
9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.011902
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
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.378912
37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.376912
37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.198902
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 GRADING PLAN
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
4" TYPE 2 F9 ASPHALT TREATED PERMEABLE BASE COURSE
SEE NOTE 7 (TYP.)
PAVEMENT SECTION AT MECHANIC STREET INTERSECTIONSTA M 11+85 TO STA M 13+00
SEE GRADING PLAN
ITEM 304.12
12" SUBBASE COURSE, TYPE 2
ITEM 402.011902
4" TYPE 2 F9 ASPHALT TREATED PERMEABLE BASE COURSE
ITEM 402.376902
4" F9 BASE COURSE HMA, 60 SERIES COMPACTION
ITEM 402.196902
2" 19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
ITEM 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
ALTERED BY:PREPARED BY:
3/23/2015
RutkeyS
CONTRACT NUMBERBRIDGES CULVERTSPIN
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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
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.
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 10.
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 STREETS9.
SEE DWG. NOS. PRO-1 TO PRO-11 FOR CROSS SLOPE DIAGRAM.8.
FOR UNDERDRAIN TABLE.
SEE DWG. NO. DRD-3 FOR UNDERDRAIN DETAIL AND DWG. NO DRT-97.
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.
-
TGL
HCL
TYPICAL SECTION
HIGH STREET
10’-0"16’-0" MIN. & VARIES
RIGHT TURN LANE
SAME SLOPE AS PAVEMENT SAME SLOPE AS PAVEMENT
TGL
HCL
ITEM 402.011902
4" TYPE 2 F9 ASPHALT TREATED PERMEABLE BASE COURSE
ITEM 304.12
12" SUBBASE COURSE, TYPE 2
ITEM 203.02
AND DISPOSAL (TYP.)
UNCLASSIFIED EXCAVATION
ITEM 609.0401
CONCRETE CURB (TYP.)
CAST-IN-PLACE
ITEM 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
ITEM 402.196902
2" 19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
ITEM 402.376902
4" 37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
13’-9" MIN. & VARIES 13’-9" MIN. & VARIES
TYPICAL SECTION
MECHANIC STREET
SAME SLOPE AS PAVEMENT SAME SLOPE AS PAVEMENT
TGL
HCL
TYPICAL SECTION
HIGH STREET
ITEM 609.0401
CONCRETE CURB (TYP.)
CAST-IN-PLACE
ITEM 203.02
AND DISPOSAL (TYP.)
UNCLASSIFIED EXCAVATION
ITEM 304.12
12" SUBBASE COURSE, TYPE 2
ITEM 402.011902
4" TYPE 2 F9 ASPHALT TREATED PERMEABLE BASE COURSE ITEM 402.376902
4" 37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
ITEM 402.196902
2" 19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
ITEM 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
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
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
AS PAVEMENT
SAME SLOPE
ITEM 203.02
AND DISPOSAL (TYP.)
UNCLASSIFIED EXCAVATION
ITEM 627.50140008
SAWCUT FULL DEPTH
ITEM 402.198902
80 SERIES COMPACTION
2" 19 F9 BINDER COURSE HMA,
ITEM 402.378902
80 SERIES COMPACTION
4" 37.5 F9 BASE COURSE HMA,
SEE NOTE 6
SOUTHBOUND
SOUTHBOUND
SEE NOTE 6
SOUTHBOUND
TRAVEL LANE TRAVEL LANE
NORTHBOUND
STA. HS 11+46 TO STA. HS 12+40
FULL DEPTH RECONSTRUCTION
NORTHBOUND
TRAVEL LANE TRAVEL LANE
TRAVEL LANE TRAVEL LANE
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
FULL DEPTH RECONSTRUCTION
SEE NOTE 8
STA. M 11+85 TO STA. M 13+72
FULL DEPTH RECONSTRUCTION
NORTHBOUND
SEE NOTE 9 (TYP.)
ON:
PREPARED BY:
ON:
ALTERED BY:
DRAWING NO. TYP-8
STEPHEN J. RUTKEY
3/20/2015
/ /
DOCUMENT NAME: 775315 CPH TYP 08.DGN
12
TYPICAL SECTIONS (8 OF 11)
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
ITEMUNIT DESCRIPTION UNITDESCRIPTION
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
19 F9 BINDER COURSE HMA, 80 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.196902
19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.098202
9.5 F2 TOP COURSE HMA, 80 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.096202
9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.011902
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
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.378912
37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.376912
37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.198902
T
QU
T
QU
T
QU
T
QU
T
CY
CY
LF
LF
CY
SY
GAL
QU
T
QU
T
QU
ITEM 402.378902
80 SERIES COMPACTION
4" 37.5 F9 BASE COURSE HMA,
ITEM 304.12
12" SUBBASE COURSE, TYPE 2
SEE NOTE 9 (TYP.)
SEE GRADING PLAN SEE GRADING PLAN SEE GRADING PLAN
SEE GRADING PLANSEE GRADING PLAN
SEE GRADING PLAN SEE 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:
ALTERED BY:PREPARED BY:
3/23/2015
RutkeyS
CONTRACT NUMBERBRIDGES CULVERTSPIN
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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
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 10.
FOR UNDERDRAIN TABLE.
SEE DWG. NO. DRD-3 FOR UNDERDRAIN DETAIL AND DWG. NO. DRT-99.
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.
-
SAME SLOPE AS PAVEMENT
HCL
ITEM 609.0401
CONCRETE CURB
CAST-IN-PLACE
15’-0"
SHARED TRAVEL LANE
11’-0" MIN. & VARIES 11’-0" MIN. & VARIES
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
AND DISPOSAL, ITEM 203.02
UNCLASSIFIED EXCAVATION ITEM 402.196902
60 SERIES COMPACTION
2" 19 F9 BINDER COURSE HMA,
ITEM 402.011902
PERMEABLE BASE COURSE
4" TYPE 2 F9 ASPHALT TREATED
ITEM 402.376902
60 SERIES COMPACTION
4" 37.5 F9 BASE COURSE HMA,
ITEM 304.12
12" SUBBASE COURSE, TYPE 2
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%
AND DISPOSAL, ITEM 203.02
UNCLASSIFIED EXCAVATION
ITEM 304.12
6" SUBBASE COURSE, TYPE 2
ITEM 608.020102
3" HOT MIX ASPHALT
ITEM 304.12
6" SUBBASE COURSE, TYPE 2
ITEM 608.020102
3" HOT MIX ASPHALT
AND DISPOSAL, ITEM 203.02
UNCLASSIFIED EXCAVATION
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
6" SUBBASE COURSE, TYPE 2
ITEM 608.020102
3" HOT MIX ASPHALT
1%1%
AND DISPOSAL, ITEM 203.02
UNCLASSIFIED EXCAVATION
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
/ /
DOCUMENT NAME: 775315 CPH TYP 09.DGN
13
TYPICAL SECTIONS (9 OF 11)
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
SOUTHBOUND NORTHBOUND
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
ITEMUNIT DESCRIPTION UNIT
402.376912
402.376902
402.196912
402.196902
402.096212
402.096202
402.011912
402.011902
304.12
203.02
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.376912
37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.196902
19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.096202
9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.011902
TYPE 2 F9, ASPHALT-TREATED PERMEABLE BASE COURSE
SUBBASE COURSE, TYPE 2
UNCLASSIFIED EXCAVATION AND DISPOSAL
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
CAST-IN-PLACE CONCRETE CURB, TYPE VF150
PLANT PRODUCTION QUALITY ADJUSTMENT TO 608.020102
VEGETATION CONTROL STRIPS
HOT MIX ASPHALT (HMA) SIDEWALKS, DRIVEWAYS, BICYCLE PATHS AND
REMOVAL OF STRUCTURAL CONCRETE
MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE
DILUTED TACK COAT
LF
SY
CY
LF
QU
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GAL
L.
SA
ND
AT.
CA
SCIN
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RU
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JIT
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SEE NOTE 11
ITEM 402.096202
60 SERIES COMPACTION
1" 9.5 F2 TOP COURSE HMA,
SEE NOTE 1
ITEM 407.0102
DILUTED TACK COAT
SEE GRADING PLAN SEE GRADING PLAN
SEE NOTE 2
ITEM 407.0102
DILUTED TACK COAT
SEE NOTE 8
1’-
0"
RETAINING WALL TO REMAIN
PORTION OF EXISTING
NOTES:
FOR UNDERDRAIN TABLE.
SEE DWG. NO. DRD-3 FOR UNDERDRAIN DETAIL AND DWG. NO. DRT-911.
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 10.
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 STREETS9.
SEE DWG. NO. GDP-1 FOR GRADING PLAN.8.
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.
TO REMAIN
EXISTING WALL
VARIES, 6H:1V MAX.
MATCH TO EXISTING
AND ESTABLISHING TURF
PLACING TOPSOIL
ITEM 203.02
ALTERED BY:PREPARED BY:
3/23/2015
RutkeyS
CONTRACT NUMBERBRIDGES CULVERTSPIN
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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 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
/ /
DOCUMENT NAME: 775315 CPH TYP 10.DGN
14
TYPICAL SECTIONS (10 OF 11)
ITEM 304.12
12" SUBBASE COURSE, TYPE 2
ITEM 203.02
AND DISPOSAL (TYP.)
UNCLASSIFIED EXCAVATION
ITEM 609.0401
CONCRETE CURB (TYP.)
CAST-IN-PLACE
SAME SLOPE AS PAVEMENT
SEE CROSS SLOPE DIAGRAM
TGL
ITEM 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
ITEM 402.196902
2" 19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
ITEM 402.376902
4" 37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
HCL
20’-0" MIN. & VARIES 25’-0" MIN. & VARIES
SEE CROSS SLOPE DIAGRAM
TYPICAL SECTION
FACTORY SQUARE
SAME SLOPE AS PAVEMENT
ITEM 627.50140008
SAWCUT FULL DEPTHITEM 609.0401
CONCRETE CURB
CAST-IN-PLACE
1’-0"
ITEM 304.12
12" SUBBASE COURSE, TYPE 2
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 490.10
MILLING (1-1/2")
PRODUCTION COLD
SEE CROSS SLOPE DIAGRAM
SHARED TRAVEL LANE
20’-0" MIN. & VARIES 10’-0" MIN. & VARIES
HCL
TGL
TYPICAL SECTION
FACTORY SQUARE
SEE CROSS SLOPE DIAGRAM
SHARED TRAVEL LANE
SEE NOTE 6
SOUTHBOUND
SEE NOTE 6
SOUTHBOUND
NORTHBOUND
SEE NOTE 8
NORTHBOUND
TRAVEL LANE TRAVEL LANE
STA. FS 10+15 TO STA. FS 10+54
FULL DEPTH RECONSTRUCTION
ITEM 304.12
12" SUBBASE COURSE, TYPE 2
ITEM 203.02
AND DISPOSAL (TYP.)
UNCLASSIFIED EXCAVATION
ITEM 609.0401
CONCRETE CURB (TYP.)
CAST-IN-PLACE
SAME SLOPE AS PAVEMENT
SEE CROSS SLOPE DIAGRAM
TGL
ITEM 402.096202
1" 9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
ITEM 402.196902
2" 19 F9 BINDER COURSE HMA, 60 SERIES COMPACTION
ITEM 402.376902
4" 37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
HCL
20’-0" MIN. & VARIES 38’-0" MIN. & VARIES
SEE CROSS SLOPE DIAGRAM
SAME SLOPE AS PAVEMENT
TYPICAL SECTION
FACTORY SQUARE
SEE NOTE 6
SOUTHBOUND NORTHBOUND
TRAVEL LANE TRAVEL LANE
STA. FS 10+54 TO STA. FS 10+85
FULL DEPTH RECONSTRUCTION
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
60 SERIES COMPACTION
4" 37.5 F9 BASE COURSE HMA,
ITEM 402.376902
60 SERIES COMPACTION
4" 37.5 F9 BASE COURSE HMA,
ITEM 402.378902
4" 37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION
ITEM 402.096202
60 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
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
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.098202
9.5 F2 TOP COURSE HMA, 80 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.096202
9.5 F2 TOP COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.011902
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
MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE
DILUTED TACK COAT
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.378912
37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.376912
37.5 F9 BASE COURSE HMA, 60 SERIES COMPACTION
PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.198902
19 F9 BINDER COURSE HMA, 80 SERIES COMPACTION
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
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 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
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 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
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 ASPHALT
ALTERED BY:PREPARED BY:
3/23/2015
RutkeyS
CONTRACT NUMBERBRIDGES CULVERTSPIN
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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