S01_Drawings.pdf

PDF 2 MB Posted Jun 8, 2020

Attached to: Y1DZ--Campus Sidewalk Repair Federal contract opportunity
Solicitation number: 36C24220B0043
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

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Other files for this federal contract opportunity

Other files attached to Y1DZ--Campus Sidewalk Repair, newest first.
File	Type	Posted
Drawing-Amendment.pdf	PDF	Jun 19, 2020
36C24220B0043 0002.pdf	PDF	Jun 19, 2020
36C24220B0043 0001.docx	DOCX document	Jun 8, 2020
S01_Specifications.zip	ZIP file	May 29, 2020
36C24220B0043_1.pdf	PDF	May 29, 2020
S02_Wage Determination.pdf	PDF	May 29, 2020
36C24220B0043_2.docx	DOCX document	May 29, 2020
36C24220B0043-000.docx	DOCX document	May 7, 2020

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

COVER SHEET

L E

N G

A u t o C

A D

P r o j e c t

F i l e s P r o j e c t

F i l e s C a s t l e

P o i n t A

A M

P U

I D

E W

A L K

S D

E S

I G

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CASTLE POINT, N.Y.

Project Director

Issue date Chkd ByRevisions: Date:

AS BUILT 8/10/90 CS-1

DESIGN DEVELOPMENT CAMPUS SIDEWALKS

REPAIR

620A4-20-203

KAM

CASTLE POINT HOSPITAL

BEACON, NEW YORK

620A4-20-203

CAMPUS SIDEWALKS

DEPARTMENT OF VETERAN

AFFAIRS HUDSON VALLEY

HEALTH CARE SYSTEM

Sheet 1 of 6 h u d so n r iv ee r

R O

U T

OLD CASTLE POINT ROAD

C A

E P

T R

O A

LE PO

A D

R O

U T

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LOCATION: BEACON, NEW YORK

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DRAWING INDEX:

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AutoCAD SHX Text CS-1 COVER SHEET COVER SHEET EX-1 EXISTING CONDITIONS EXISTING CONDITIONS SP-1 SITE PLAN 1 SITE PLAN 1 SP-2 SITE PLAN 2 SITE PLAN 2 SP-3 SITE PLAN 3 SITE PLAN 3 D-1 DETAILSDETAILS

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40' SANITARY SEWER EASEMENT

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40' STORM WATER EASEMENT

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40' POWER LINE EASEMENT

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40' POWER LINE EASEMENT

BUILDING SCHEDULE:

1. DIRECTOR'S QUARTERS

2. DUPLEX QUARTERS

3. DUPLEX QUARTERS

4. DUPLEX QUARTERS

5. DUPLEX QUARTERS

6. QUARTERS GARAGE

7. HOME LAND SECURITY OFFICES

8. POLICE AND FIRE DEPARTMENT SERVICES

9. ADMINISTRATION, ENGINEERING OFFICE, &

PM SHOPS

13. EDUCATION CENTER AND TRANSPORTATION

15E. HOSPITAL E-WING:: 75% OUT-PATIENT

25% IN-PATIENT

15H. HOSPITAL H-WING: SPECIALTY CLINICS

25% OUT-PATIENT

16. DENTAL, CAT SCAN, FOOD & NUTRITION

SERVICE

17. ADMINISTRATION AND OUT-PATIENT

BUILDING

18. OUT-PATIENT CLINICS AND S.P.D.

19. ADMINISTRATION BUILDING

20. NURSING HOME & ADMINISTRATION

BUILDING

23. EXTERIOR ELEVATOR SHAFT (BLDG. )19

34. OLD BOILER HOUSE (DEMOLISHED )2010

35. BOILER AND CHILLER PLANT

36. WATER TREATMENT PLANT

41. PUMP HOUSE

42. ABANDONED SAND FILTER (UNDERGROUND)

44. WAREHOUSE BUILDING

45. DUPLEX QUARTERS

46. CASTLE LAND CHILD DAYCARE CENTER

48. DIRECTOR'S GARAGE

50. CONCRETE CLEAR WELL RESERVOIR

54. POLICE GUARD HOUSE (MAIN ENTRANCE)

57. SEWAGE TREATMENT PLANT

58. GARAGE AND STORAGE BUILDING

59. TRANSFORMER

59A. GENERATOR BUILDING

60. FLAG POLE

61. PICNIC PAVILION

62. PARTIAL ABANDONED AERATION TANK

(UNDERGROUND)

63. PRE-SEDIMENTATION TANK

65. TRICKLING FILTER

66. SETTLING TANK

67. PUMP HOUSE

69. PICNIC PAVILION

70. TRANSFORMER

71. GENERATOR BUILDING (ABANDONED)

72. ELEVATOR LOBBY (BLDGS. 21A & 20B)

73. EQUIPMENT STORAGE

73A. SALT STORAGE

74. FLAG POLE

75 SALT AND SAND STORAGE

75A. SHOP SUPPLY STORAGE

76. HAZARDOUS MATERIALS STORAGE

77. TRANSFORMER

79. TRANSFORMER

80. GENERATOR BUILDING

81. TRASH HOLDING STATION

82. EMERGENCY GENERATOR BUILDING

83. TRANSFORMER

84. EMERGENCY GENERATOR FUEL TANK

85. EMERGENCY GENERATOR FUEL TANK

86. FUEL TANKS

88. TRANSPORTATION GARAGE

89. WAREHOUSE STORAGE

91. EMERGENCY GENERATOR BUILDING

92. EMERGENCY GENERATOR BUILDING

92A. EMERGENCY GENERATOR FUEL TANK

93. EMERGENCY GENERATOR BUILDING

94. EMERGENCY GENERATOR BUILDING

95. EMERGENCY GENERATOR BUILDING

96. EMERGENCY GENERATOR BUILDING

99. LAGOON

100. MEDICAL INCINERATOR (VACANT)

101. GARDEN AND TOOL STORAGE

102. PUMP HOUSE

104. LIQUID OXYGEN STORAGE TANKS

105. STORAGE

106. WATER TANK-300,000 GALLON

107. GAZEBO

108. DRINKING FOUNTAIN (DEMOLISHED)

109. SOILED LAUNDRY STORAGE

110. MEMORIAL GARDEN

111. MULTIPURPOSE ROOM BUILDING

113. FIRE DEPARTMENT GARAGE

114. NEW RIVER WATER PUMP HOUSE

PC PATIENT CANOPY (BLDG. 15H)

SYMBOLS LEGEND:

PROPERTY LINE

CHAIN LINK FENCING

GUARDRAIL

UNDERGROUND STRUCTURES

CONCRETE MONUMENT (MON.)

IRON PIPE (IP)

WOODED

AREA

WOODED

AREA

OFF SET TABLE:

O/S 01 0.00 (ON LINE)

O/S 02 0.98

O/S 03 3.13

O/S 04 1.34

O/S 05 0.10

O/S 06 1.67

O/S - E 07 4.63

O/S 08 1.16

O/S 09 1.03

O/S - E 10 0.64

O/S 11 1.08

O/S - E 12 0.81

O/S - E 13 0.48

O/S - E 14 0.81

O/S 15 0.46

O/S 16 7.07

O/S 17 7.76

O/S 18 7.52

GENERAL SITE NOTES:

1. TOWN OF FISHKILL

BLOCK NUMBER: 6056

LOT NUMBER: 03

PARCEL NUMBER: 048221

2. TOWN OF WAPPINGERS

BLOCK NUMBER: 5956

LOT NUMBER: 04

PARCEL NUMBER: 912316

3. PARCELS 1 AND 2 ARE REMAINING LANDS AND A

PORTION OF CONVEYED BY EDGAR STORMS

CORPORATION TO UNITED STATES OF AMERICA.

DEED LIBER 467 CP 261

4. LANDS SHOWN HEREON (NORTH) CONVEYED BY

UNITED STATES OF AMERICA TO THE TOWN OF

WAPPINGERS BY DEED LIBER 1340 CP 388 SUBJECT

TO RESERVE EASEMENT RIGHTS TO UNITED

STATES OF AMERICA.

5. LANDS AT SOUTHWEST CORNERENTITLE CASTLE

POINT ON HUDSON PREVIOUSLY CONVEYED BY

UNITED STATES OF AMERICA BY DEED SUBJECT TO

RESERVED EASEMENT RIGHTS TO UNITED STATES

OF AMERICA SEE LIBER 1779 CP 291.

6. 112.851 ACRE PARCEL SURROUNDED BY ANCHOR

FENCE OFFSETS (O/S) SHOWN IN TABLE.

PARKING SPACES:

LOCATION H/C SPACES SPACES TOTAL

LOT "A" 23 152 175

LOT "B" 2 16 18

LOT "C" 0 126 126

LOT "D" 5 158 163

LOT "E" 29 0 29

15 SPACES CLOSED DUE TO CONSTRUCTION

LOT "F" 2 25 27

LOT "G" 0 102 102

LOT "H" 0 81 81

LOT "I" 1 16 17

BLDG. 8 (FRONT) 0 12 12

BLDG. 8 (REAR) 0 12 12

BLDG. 7 (FRONT) 2 7 9

BLDG. 7 (SIDE & REAR) 0 50 50

BLDG. 46 0 16 16

BLDG. 36 WTP 0 3 3

BLDG. 114 0 4 4

TOTAL SPACES 64 774 844

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

EX-1

EXISTING CONDITIONS

DESIGN DEVELOPMENT

CAMPUS SIDEWALKS

REPAIR

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

CAMPUS SIDEWALKS

CASTLE POINT, BEACON, NEW YORK

Project Director

-- --- KAM

Revisions: Date:

STAMP

Sheet 2 of 6

620A4-20-203

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Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

SP-1

SITE PLAN 1

DESIGN DEVELOPMENT

CAMPUS SIDEWALKS

REPAIR

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

CAMPUS SIDEWALKS

CASTLE POINT, BEACON, NEW YORK

Project Director

-- --- KAM

Revisions: Date:

STAMP

Sheet 3 of 6

620A4-20-203

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PROPOSED AREA OF CONCRETE REPAIR

GENERAL NOTES: 1. THE CONTRACTOR IS TO SPOT PATCH APPROXIMATELY 200 LF OF EXPANSION JOINTS PER SITE THE CONTRACTOR IS TO SPOT PATCH APPROXIMATELY 200 LF OF EXPANSION JOINTS PER SITE PLAN AS PER COR DIRECTION. 2. CONCRETE REPLACEMENT IS INTENDED FOR AREAS WHERE THE SIDEWALK IS DETERIORATED BEYOND CONCRETE REPLACEMENT IS INTENDED FOR AREAS WHERE THE SIDEWALK IS DETERIORATED BEYOND REPAIR. 3. CONCRETE CRACK REPAIR IS INTENDED FOR CONCRETE REPAIR REGARDING CRACKS IN THE CONCRETE CRACK REPAIR IS INTENDED FOR CONCRETE REPAIR REGARDING CRACKS IN THE SIDEWALK. 4. CONCRETE EDGE GRINDING IS INTENDED FOR CONCRETE REPAIR WHERE THE CONCRETE HAS LIFTED CONCRETE EDGE GRINDING IS INTENDED FOR CONCRETE REPAIR WHERE THE CONCRETE HAS LIFTED ON AN EDGE CREATING A TRIP HAZARD. 5. SEE DETAIL SHEET D-1 FOR DETAILS ON CONCRETE REPLACEMENT, CONCRETE GROUT PATCH, AND SEE DETAIL SHEET D-1 FOR DETAILS ON CONCRETE REPLACEMENT, CONCRETE GROUT PATCH, AND CONCRETE EDGE GRINDING. 6. THE CONTRACTOR IS TO PROVIDE PERSONAL PROTECTIVE EQUIPMENT COMPLIANT WITH OSHA THE CONTRACTOR IS TO PROVIDE PERSONAL PROTECTIVE EQUIPMENT COMPLIANT WITH OSHA REGULATIONS TO EACH EMPLOYEE WORKING ON SITE AT ALL TIMES. 7. THE CONTRACTOR IS TO OBTAIN A UTILITY MARKOUT PRIOR TO ANY DIGGING BY HAND OR THE CONTRACTOR IS TO OBTAIN A UTILITY MARKOUT PRIOR TO ANY DIGGING BY HAND OR MACHINE. 8. ANY DISTURBED SOIL REMAINING AFTER CONCRETE WORK IS COMPLETE IS TO BE STABILIZED WITH ANY DISTURBED SOIL REMAINING AFTER CONCRETE WORK IS COMPLETE IS TO BE STABILIZED WITH EITHER HAY AND SEED, OR APPROVED EQUAL.

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Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

SP-2

SITE PLAN 2

DESIGN DEVELOPMENT

CAMPUS SIDEWALKS

REPAIR

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

CAMPUS SIDEWALKS

CASTLE POINT, BEACON, NEW YORK

Project Director

-- --- KAM

Revisions: Date:

STAMP

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PROPOSED AREA OF CONCRETE REPAIR

GENERAL NOTES: 1. THE CONTRACTOR IS TO SPOT PATCH APPROXIMATELY 200 LF OF EXPANSION JOINTS PER SITE PLAN AS THE CONTRACTOR IS TO SPOT PATCH APPROXIMATELY 200 LF OF EXPANSION JOINTS PER SITE PLAN AS PER COR DIRECTION. 2. CONCRETE REPLACEMENT IS INTENDED FOR AREAS WHERE THE SIDEWALK IS DETERIORATED BEYOND REPAIR. CONCRETE REPLACEMENT IS INTENDED FOR AREAS WHERE THE SIDEWALK IS DETERIORATED BEYOND REPAIR. 3. CONCRETE CRACK REPAIR IS INTENDED FOR CONCRETE REPAIR REGARDING CRACKS IN THE SIDEWALK. CONCRETE CRACK REPAIR IS INTENDED FOR CONCRETE REPAIR REGARDING CRACKS IN THE SIDEWALK. 4. CONCRETE EDGE GRINDING IS INTENDED FOR CONCRETE REPAIR WHERE THE CONCRETE HAS LIFTED ON AN CONCRETE EDGE GRINDING IS INTENDED FOR CONCRETE REPAIR WHERE THE CONCRETE HAS LIFTED ON AN EDGE CREATING A TRIP HAZARD. 5. SEE DETAIL SHEET D-1 FOR DETAILS ON CONCRETE REPLACEMENT, CONCRETE GROUT PATCH, AND SEE DETAIL SHEET D-1 FOR DETAILS ON CONCRETE REPLACEMENT, CONCRETE GROUT PATCH, AND CONCRETE EDGE GRINDING. 6. THE CONTRACTOR IS TO PROVIDE PERSONAL PROTECTIVE EQUIPMENT COMPLIANT WITH OSHA REGULATIONS THE CONTRACTOR IS TO PROVIDE PERSONAL PROTECTIVE EQUIPMENT COMPLIANT WITH OSHA REGULATIONS TO EACH EMPLOYEE WORKING ON SITE AT ALL TIMES. 7. THE CONTRACTOR IS TO OBTAIN A UTILITY MARKOUT PRIOR TO ANY DIGGING BY HAND OR MACHINE. THE CONTRACTOR IS TO OBTAIN A UTILITY MARKOUT PRIOR TO ANY DIGGING BY HAND OR MACHINE. 8. ANY DISTURBED SOIL REMAINING AFTER CONCRETE WORK IS COMPLETE IS TO BE STABILIZED WITH EITHER ANY DISTURBED SOIL REMAINING AFTER CONCRETE WORK IS COMPLETE IS TO BE STABILIZED WITH EITHER HAY AND SEED, OR APPROVED EQUAL.

WOODED AREA

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

SP-3

SITE PLAN 3

DESIGN DEVELOPMENT

CAMPUS SIDEWALKS

REPAIR

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

CAMPUS SIDEWALKS

CASTLE POINT, BEACON, NEW YORK

Project Director

-- --- KAM

Revisions: Date:

STAMP

Sheet 5 of 6

620A4-20-203

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( IN FEET )

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%%ULEGEND

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PROPOSED AREA OF CONCRETE REPAIR

AutoCAD SHX Text GENERAL NOTES: 1. THE CONTRACTOR IS TO SPOT PATCH APPROXIMATELY 200 LF OF EXPANSION JOINTS PER SITE PLAN THE CONTRACTOR IS TO SPOT PATCH APPROXIMATELY 200 LF OF EXPANSION JOINTS PER SITE PLAN AS PER COR DIRECTION. 2. CONCRETE REPLACEMENT IS INTENDED FOR AREAS WHERE THE SIDEWALK IS DETERIORATED BEYOND CONCRETE REPLACEMENT IS INTENDED FOR AREAS WHERE THE SIDEWALK IS DETERIORATED BEYOND REPAIR. 3. CONCRETE CRACK REPAIR IS INTENDED FOR CONCRETE REPAIR REGARDING CRACKS IN THE SIDEWALK. CONCRETE CRACK REPAIR IS INTENDED FOR CONCRETE REPAIR REGARDING CRACKS IN THE SIDEWALK. 4. CONCRETE EDGE GRINDING IS INTENDED FOR CONCRETE REPAIR WHERE THE CONCRETE HAS LIFTED ON CONCRETE EDGE GRINDING IS INTENDED FOR CONCRETE REPAIR WHERE THE CONCRETE HAS LIFTED ON AN EDGE CREATING A TRIP HAZARD. 5. SEE DETAIL SHEET D-1 FOR DETAILS ON CONCRETE REPLACEMENT, CONCRETE GROUT PATCH, AND SEE DETAIL SHEET D-1 FOR DETAILS ON CONCRETE REPLACEMENT, CONCRETE GROUT PATCH, AND CONCRETE EDGE GRINDING. 6. THE CONTRACTOR IS TO PROVIDE PERSONAL PROTECTIVE EQUIPMENT COMPLIANT WITH OSHA THE CONTRACTOR IS TO PROVIDE PERSONAL PROTECTIVE EQUIPMENT COMPLIANT WITH OSHA REGULATIONS TO EACH EMPLOYEE WORKING ON SITE AT ALL TIMES. 7. THE CONTRACTOR IS TO OBTAIN A UTILITY MARKOUT PRIOR TO ANY DIGGING BY HAND OR MACHINE. THE CONTRACTOR IS TO OBTAIN A UTILITY MARKOUT PRIOR TO ANY DIGGING BY HAND OR MACHINE. 8. ANY DISTURBED SOIL REMAINING AFTER CONCRETE WORK IS COMPLETE IS TO BE STABILIZED WITH ANY DISTURBED SOIL REMAINING AFTER CONCRETE WORK IS COMPLETE IS TO BE STABILIZED WITH EITHER HAY AND SEED, OR APPROVED EQUAL.

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AutoCAD SHX Text 1 inch = 50 ft.

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Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

D-1

DETAILS

DESIGN DEVELOPMENT

CAMPUS SIDEWALKS

REPAIR

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

CAMPUS SIDEWALKS

CASTLE POINT, BEACON, NEW YORK

Project Director

-- --- KAM

Revisions: Date:

STAMP

Sheet 6 of 6

620A4-20-203

L E

N G

A u t o C o j e c t

F i l e s P r o j e c t

F i l e s C a s t l e

P o i n t A

A M

P U

I D

E W

A L K

S D

E S

I G

AutoCAD SHX Text QUARTER ( ) INCH WIDE BY HALF ( ) INCH DEEP EXPANSION JOINT. 14) INCH WIDE BY HALF ( ) INCH DEEP EXPANSION JOINT. 12) INCH DEEP EXPANSION JOINT. EXPANSION JOINTS SHOULD BE SPACED EVERY TEN (10) FEET ON CENTER OPPOSITE CONTROL JOINTS. JOINTS SHALL BE FILLED WITH QUARTER ( ) INCH 14) INCH PREMOLDED RESILIENT JOINT FILLER AND TOPPED OFF WITH JOINT FILLER SEALER

AutoCAD SHX Text QUARTER ( ) INCH WIDE BY HALF (1/2 ) INCH DEEP CONTROL JOINT. 14) INCH WIDE BY HALF (1/2 ) INCH DEEP CONTROL JOINT. CONTROL JOINTS SHOULD BE SPACES EVERY TEN (10) FEET ON CENTER OPPOSITE EXPANSION JOINTS

AutoCAD SHX Text CONSTRUCTION SEQUENCE: 1. CONCRETE REPLACEMENT IS APPLICABLE AS INDICATED ON THE SITE PLANS. CONCRETE REPLACEMENT IS CONCRETE REPLACEMENT IS APPLICABLE AS INDICATED ON THE SITE PLANS. CONCRETE REPLACEMENT IS INTENDED FOR LOCATIONS WHERE THE SIDEWALK IS BEYOND REPAIR BY GROUT FILLING CRACKS OR BY GRINDING RAISED EDGES. 2. SAW CUTS ARE TO BE PERFORMED AT EITHER END OF THE LIMITS OF PAVEMENT REPLACEMENT. SAW CUTS ARE TO BE PERFORMED AT EITHER END OF THE LIMITS OF PAVEMENT REPLACEMENT. 3. SIX INCH BY SIX INCH W4.0 BY W4.0 WIRE MESH IS TO BE PLACED IN THE LOCATION WHERE THE NEW CONCRETE SIX INCH BY SIX INCH W4.0 BY W4.0 WIRE MESH IS TO BE PLACED IN THE LOCATION WHERE THE NEW CONCRETE IS TO BE POURED AND RAISED APPROXIMATELY 2 INCHES FROM THE BASE. 4. A TACK COAT IS TO BE APPLIED TO THE ENDS OF THE EXISTING CONCRETE WHERE IT MEETS THE PROPOSED A TACK COAT IS TO BE APPLIED TO THE ENDS OF THE EXISTING CONCRETE WHERE IT MEETS THE PROPOSED START OF NEW CONCRETE. 5. NEW CONCRETE IS TO BE POURED IN ACCORDANCE TO THE GENERAL NOTES LOCATED ON THIS SHEET. NEW CONCRETE IS TO BE POURED IN ACCORDANCE TO THE GENERAL NOTES LOCATED ON THIS SHEET. 6. TOOLED JOINTS AND EXPANSION JOINTS ARE TO BE INSTALLED IN ACCORDANCE WITH THE GENERAL NOTES TOOLED JOINTS AND EXPANSION JOINTS ARE TO BE INSTALLED IN ACCORDANCE WITH THE GENERAL NOTES LOCATED ON THIS SHEET. 7. SILT FENCE IS TO BE INSTALLED DOWN GRADE OF ANY CONCRETE TO BE REMOVED AND REPLACED. SILT FENCE SILT FENCE IS TO BE INSTALLED DOWN GRADE OF ANY CONCRETE TO BE REMOVED AND REPLACED. SILT FENCE IS TO BE INSTALLED PERPENDICULAR TO THE SLOPE OF THE GRADE, AND MUST SPAN THE ENTIRE LENGTH OF THE DISTURBANCE.

AutoCAD SHX Text

CONCRETE SIDEWALK REPLACEMENT (NOT TO SCALE)

AutoCAD SHX Text FULL DEPTH SAW CUT. APPLY TACK COAT TO EXISTING SURFACE BEFORE NEW CONCRETE IS POURED

AutoCAD SHX Text SIX (6) INCH BY SIX (6) INCH W4.0 BY W4.0 W.W.F. REBAR PINS TO BE DRILLED INTO EXISTING CONCRETE TO REMAIN, WHERE PROPOSED CONCRETE IS TO MEET EXISTING CONCRETE IN ORDER TO SECURE NEW SLAB

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LIMITS OF CONCRETE REPLACEMENT VARIES

AutoCAD SHX Text GENERAL NOTES: 1. MATERIAL AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE NEW MATERIAL AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS. 2. ALL WORK SHALL CONFORM WITH SECTION 608 "SIDEWALK. DRIVEWAYS. AND BICYCLE PATHS" OF THE NYSDOT ALL WORK SHALL CONFORM WITH SECTION 608 "SIDEWALK. DRIVEWAYS. AND BICYCLE PATHS" OF THE NYSDOT STANDARD SPECIFICATIONS. REFER TO NO. 1 ABOVE. 3. ALL CONCRETE SHALL BE 4,000 P.S.I. CLASS A CONCRETE. CONCRETE MATERIALS, PLACEMENT AND ALL CONCRETE SHALL BE 4,000 P.S.I. CLASS A CONCRETE. CONCRETE MATERIALS, PLACEMENT AND CONSTRUCTION SHALL CONFORM WITH SECTION 500 "PORTLAND CEMENT CONCRETE" OF THE NYSDOT STANDARD SPECIFICATIONS. REFER TO NO. 1 ABOVE. 4. REINFORCING STEEL FOR CONCRETE SHALL CONFORM WITH SECTION 556 "REINFORCING STEEL FOR CONCRETE REINFORCING STEEL FOR CONCRETE SHALL CONFORM WITH SECTION 556 "REINFORCING STEEL FOR CONCRETE STRUCTURES" OF THE NYSDOT STANDARD SPECIFICATIONS REFER TO NO. 1 ABOVE AND AS SPECIFICALLY CALLED OUT IN THE DRAWINGS. 5. SUBBASE MATERIAL SHALL CONFORM WITH SECTION 304 "SUBBASE COURSE" OF THE NYSDOT STANDARD SUBBASE MATERIAL SHALL CONFORM WITH SECTION 304 "SUBBASE COURSE" OF THE NYSDOT STANDARD SPECIFICATIONS. REFER TO NOTE NO. 1 ABOVE. 6. ALL EXPOSED SURFACES SHALL HAVE A BROOM TEXTURE FINISH WITH A TOOLED EDGE, UNLESS OTHERWISE ALL EXPOSED SURFACES SHALL HAVE A BROOM TEXTURE FINISH WITH A TOOLED EDGE, UNLESS OTHERWISE SPECIFIED. 7. EXPANSION JOINTS SHALL BE INSTALLED AT ALL EXISTING IMMOVABLE OBJECTS. AT CONSTRUCTION COLD JOINTS, EXPANSION JOINTS SHALL BE INSTALLED AT ALL EXISTING IMMOVABLE OBJECTS. AT CONSTRUCTION COLD JOINTS, AND AS PER THE SPACING IDENTIFIED IN THIS DETAIL OR SPECIFICALLY CALLED OUT IN THE DRAWINGS. 8. EXPANSION JOINTS WHICH ARE BEING REPAIRED ARE TO BE ROUTED AND BLOWN OUT WITH AIR PRIOR TO EXPANSION JOINTS WHICH ARE BEING REPAIRED ARE TO BE ROUTED AND BLOWN OUT WITH AIR PRIOR TO INSTALLATION. 9. NO JOINTS SHALL NOT BE SAW CUT. ALL JOINTS SHALL BE AS PER THE STAMPED TEXTURE OR TOOLED. REFER NO JOINTS SHALL NOT BE SAW CUT. ALL JOINTS SHALL BE AS PER THE STAMPED TEXTURE OR TOOLED. REFER TO NOTE NO. 5 ABOVE. 10. WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSE OF BRINGING THE SUBGRADE ELEVATION UP TO EXISTING WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSE OF BRINGING THE SUBGRADE ELEVATION UP TO EXISTING GRADE, THE FILL MATERIAL PLACED SHALL BE IN CONFORMATION WITH SECTION 203 "EXCAVATION AND EMBANKMENT" OF THE NYSDOT STANDARD SPECIFICATIONS. REFER TO NOTE NO. 1 ABOVE.

AutoCAD SHX Text CONSTRUCTION SEQUENCE: 1. CONCRETE GROUT REPAIR IS APPLICABLE AS INDICATED ON THE SITE PLANS. CONCRETE GROUT REPAIR IS CONCRETE GROUT REPAIR IS APPLICABLE AS INDICATED ON THE SITE PLANS. CONCRETE GROUT REPAIR IS INTENDED FOR LOCATIONS WHERE THE SIDEWALK HAS CRACKS IN NEED OF SEALING. 2. ALL WORK INVOLVED IN A CONCRETE GROUT PATCH MUST BE IN ACCORDANCE WITH THE GENERAL NOTES LISTED ALL WORK INVOLVED IN A CONCRETE GROUT PATCH MUST BE IN ACCORDANCE WITH THE GENERAL NOTES LISTED ON THIS PAGE. 3. THE CRACKS ARE TO BE CHISELED WITH A HAMMER AND A MASONRY CHISEL TO WIDEN THE BASE OF THE THE CRACKS ARE TO BE CHISELED WITH A HAMMER AND A MASONRY CHISEL TO WIDEN THE BASE OF THE CRACK AND TO DISLODGE AND LOOSE MATERIAL FROM THE OLD CONCRETE. 4. THE AREA OF WORK IS TO BE WETTED WITH WATER TO MINIMIZE THE EFFECT OF DUST BECOMING AIRBORNE. THE AREA OF WORK IS TO BE WETTED WITH WATER TO MINIMIZE THE EFFECT OF DUST BECOMING AIRBORNE. 5. ALL DEBRIS IS TO BE REMOVED FROM THE CRACK USING A WIRE BRUSH. ALL DEBRIS IS TO BE REMOVED FROM THE CRACK USING A WIRE BRUSH. 6. ALL WATER AND DEBRIS IS TO BE REMOVED FROM THE CRACK USING A WET/DRY SHOP VACUUM OR A BRUSH. ALL WATER AND DEBRIS IS TO BE REMOVED FROM THE CRACK USING A WET/DRY SHOP VACUUM OR A BRUSH. 7. THE CONCRETE PATCHING COMPOUND IS TO BE MIXED FOLLOWING THE MANUFACTURER'S DIRECTIONS. THE CONCRETE PATCHING COMPOUND IS TO BE MIXED FOLLOWING THE MANUFACTURER'S DIRECTIONS. 8. THE COMPOUND IS TO BE TROWELED INTO THE CRACK. THE TROWEL CAN THEN BE USED TO STAB THE THE COMPOUND IS TO BE TROWELED INTO THE CRACK. THE TROWEL CAN THEN BE USED TO STAB THE COMPOUND INTO THE CRACK TO REMOVE AIR POCKETS AND TO HELP WORK THE PATCHING MATERIAL DEEP INTO THE CRACK. ASSURE THAT THE COMPOUND IS FILLED UP TO THE SURROUNDING CONCRETE SURFACE. 9. THE TROWEL CAN THAN BE WIPED AND USED TO SMOOTH THE SURFACE OF THE PATH, FEATHERING THE THE TROWEL CAN THAN BE WIPED AND USED TO SMOOTH THE SURFACE OF THE PATH, FEATHERING THE COMPOUND INTO THE SURROUNDING CONCRETE.

AutoCAD SHX Text

CONCRETE CRACK REPAIR (NOT TO SCALE)

AutoCAD SHX Text CRACK IN CONCRETE SIDEWALK TO BE GROUT PATCHED IN ACCORDANCE WITH THE GROUT PATCH CONSTRUCTION SEQUENCE BELOW

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CRACK IN CONCRETE SIDEWALK AFTER GROUT PATCHING SEQUENCE HAS BEEN COMPLETED

AutoCAD SHX Text CONSTRUCTION SEQUENCE: 1. CONCRETE EDGE GRINDING IS APPLICABLE WHERE THE GROUND HAS SETTLED AND LED TO A RAISED LIP OF CONCRETE EDGE GRINDING IS APPLICABLE WHERE THE GROUND HAS SETTLED AND LED TO A RAISED LIP OF CONCRETE CAUSING A TRIP HAZARD. 2. THE RAISED EDGE IS TO BE GROUND DOWN USING AN ANGLE GRINDER WITH A DIAMOND BLADE. THE RAISED EDGE IS TO BE GROUND DOWN USING AN ANGLE GRINDER WITH A DIAMOND BLADE. 3. WATER IS TO BE SPRAYED ONTO THE GRINDER BLADE WHILE IN USE IN ORDER TO MINIMIZE THE EFFECT OF THE WATER IS TO BE SPRAYED ONTO THE GRINDER BLADE WHILE IN USE IN ORDER TO MINIMIZE THE EFFECT OF THE DUST BECOMING AIRBORNE. 4. ALL DEBRIS IS TO BE REMOVED FROM THE CRACK USING A WET/DRY SHOP VACUUM OR A BRUSH.ALL DEBRIS IS TO BE REMOVED FROM THE CRACK USING A WET/DRY SHOP VACUUM OR A BRUSH.

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CONCRETE EDGE GRINDING (NOT TO SCALE)

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SIX (6) INCH BY SIX (6) INCH W4.0 BY W4.0 W.W.F.

AutoCAD SHX Text RAISED PORTION OF CONCRETE SIDEWALK TO BE GROUND DOWN IN ACCORDANCE WITH THE CONCRETE EDGE GRINDING CONSTRUCTION SEQUENCE BELOW

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PROPOSED SURFACE OF CONCRETE AFTER THE RAISED EDGE HAS BEEN GROUND DOWN

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CONCRETE EDGE GRINDING (SF)

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CONCRETE CRACK REPAIR (LF)

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CONCRETE SIDEWALK REPLACEMENT (SF)

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SP-1

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SP-2

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SP-3

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TOTAL

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AutoCAD SHX Text 1,500

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EXPANSION JOINT (LF)

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VARIES

Sheets and Views

Design.19100-01 CS-1

Design.19100-02 EX-1

Design.19100-03 SP-1

Design.19100-04 SP-2

Design.19100-05 SP-3

Design.19100-06 D-1

File details come from the government source that posted it. Updated Jun 9, 2020.