528-21-122_Combined Drawing Set_Final.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

CS-100

COVER SHEET

A

FOR CONSTRUCTION

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING LOT REPAIRS

BUFFALO 528

21-122

N/A Project Director

APRIL 12, 2022 MTA RJCRevisions: Date:

528-21-122

PARKING LOT REPAIRS

BUFFALO VA MEDICAL CENTER

3495 Bailey Avenue Buffalo, NY 14215

DRAWING INDEX

PROJECT 528-21-122 DRAWING LIST

DRAWING NUMBER DRAWING NAME

CS-100 COVER SHEET

CN-100 GENERAL NOTES

CP-100 REPAIR AREAS 1, 2, 3, 4, 5 AND 6

CP-101 REPAIR AREAS 7, 8 AND 9; CONCRETE NOTES AND DETAILS

CP-102 AREA STRIPING PLANS AND DETAILS

CU-100 UNDERGROUND DUCT BANK

N/A BUFFALO VA MEDICAL CENTER

ROBERT CEBULSKI, P.E.

GENERAL ENGINEER

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

CN-100

GENERAL NOTES

A

FOR CONSTRUCTION

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING LOT REPAIRS

BUFFALO 528

21-122

N/A Project Director

APRIL 12, 2022 MTA RJCRevisions: Date:

N/A BUFFALO VA MEDICAL CENTER

ROBERT CEBULSKI, P.E.

GENERAL ENGINEER

GENERAL SITE CONSTRUCTION NOTES

1. THE EXACT OR EVEN APPROXIMATE LOCATION OF SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE WORK AREAS ARE GENERALLY UNKNOWN. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. CALL DIG SAFELY NEW YORK, TELEPHONE NUMBER. 811, 48 HOURS BEFORE YOU DIG, DRILL OR BLAST. UTILIZE INDUSTRY BEST PRACTICES WHEN EXCAVATING IN AREAS OF POTENTIALLY UNKNOWN UNDERGROUND FACILITIES. NOTE THAT ALL TRENCHING EXCAVATION MUST BE COMPLETED VIA HYDRO EXCAVATION.

2. THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD, AND PRESERVE ALL SURVEY CONTROL MONUMENTS IN THE AREAS OF CONSTRUCTION.

3. THE CONTRACTOR SHALL MAINTAIN IN SERVICE ALL EXISTING SEWERS, CULVERTS, DITCHES, MANHOLES, UNDERGROUND UTILITIES AND CATCH BASINS

DURING CONSTRUCTION.

4. TRAFFIC SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. INGRESS AND EGRESS TO DRIVEWAYS, PARKING LOTS, AND SERVICE ROADS SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD OF CONSTRUCTION. EXCAVATIONS SHALL BE BACKFILLED THE SAME WORK DAY WHERE POSSIBLE.

ROAD PLATES OR OTHER TEMPORARY METHODS OF SAFELY BRIDGING AND PROTECTING OPEN EXCAVATIONS MAY BE REQUIRED WHERE OPEN EXCAVATIONS

CANNOT BE BACKFILLED ON THE SAME WORK DAY.

5. THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE IMMEDIATELY REPAIRED AND DOCUMENTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THE COR SHALL BE NOTIFIED IMMEDIATELY OF ANY DAMAGES THAT OCCUR.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. AND SHALL COMPLY WITH ALL REQUIRED PERMITS. NOTE THAT THE VA MAY REQUEST THE CONTRACTOR TO UTILIZE A THIRD PARTY INDEPENDENT TESTING AGENCY TO PROVIDE MATERIAL TESTING AT THE VA'S DISCRETION. A CONCRETE TEST, SUBBASE DENSITY TEST, AND TOPSOIL TEST SHOULD BE

ANTICIPATED, WITH THE TOTAL NUMBER OF ON SITE TESTS NOT TO EXCEED FIVE (5).

7. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND EQUIPMENT NEEDED FOR TRAFFIC AND PEDESTRIAN CONTROL AND SAFETY MEASURES.

8. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL AND STATE CODES, STANDARDS, ORDINANCES, RULES, AND

REGULATIONS.

9. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING, TRIMMING, ETC. SHALL BE PERFORMED AS

REQUIRED TO MAKE THE WORK COMPLETELY FUNCTIONAL.

10. WHILE THE BEST EFFORT WAS MADE TO DETAIL ALL POSSIBLE PARTS AND MATERIALS FOR THIS PROJECT, IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE ANY AND ALL PARTS/MATERIALS NOT DETAILED IN THE PROJECT PLAN THAT ARE REQUIRED TO COMPLETE THE PROJECT. PURCHASING NECESSARY MATERIALS THAT WERE NOT DETAILED IN THE PLANS DOES NOT CONSTITUTE BASIS FOR A CHANGE ORDER. ANY ADDITIONAL MATERIAL PURCHASES WITHIN

THE PROJECT SCOPE SHALL BE SUBMITTED TO THE VA PROJECT STAFF FOR APPROVAL.

11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND COORDINATE WORK WITH ANY OTHER CONTRACTS FOR THE SITE.

12. THE CONTRACTING OFFICER AND CONTRACTING OFFICER'S REPRESENTATIVE SHALL BE NOTIFIED, IN WRITING, OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT PRIOR WRITTEN APPROVAL OF THE CONTRACTING 0FFICER.

13. ASPHALT MIXES SHALL BE: BINDER COURSE NYSDOT 19MM F2; TOP COURSE NYSDOT 9.5MM F2. BOTH POLYMER MODIFIED HMA, 80 SERIES COMPACTION IN

ACCORDANCE WITH NYSDOT SPECIFICATION SECTION 402-3.07.D.

14. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLETE PAVEMENT PAINTING (DRIVEWAYS, PARKING LOT STRIPING, PEDESTRIAN CROSSWALKS, STOP BARS, TURN ARROWS, CURBS, AND OTHER AREAS DETAILED ON SHEET CP-102).

15. CONTRACTOR TO PURCHASE AND INSTALL APPROVED SIGNS AS DETAILED ON SHEET CP-102.

AREA 2

AREA 3 AREA 4

AREA 5

AREA 6

AREA 7

AREA 8

AREA 1

AREA 9

AREA LOCATION MAP

17. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS, AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED DURING CONSTRUCTION TO AT LEAST AS GOOD A CONDITION AS BEFORE BEING DISTURBED AT NO ADDITIONAL COST TO THE VA. ANY DAMAGED TREES, SHRUBS, AND/OR HEDGES

SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

18. UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED.

19. ALL WORK THAT REQUIRES UTILITY SERVICE INTERRUPTION SHALL REQUIRE A SHUTDOWN SUBMITTAL REQUEST FROM THE CONTRACTOR TO THE VA. SUCH SUBMITTAL SHALL BE GIVEN WITH AT LEAST TWO WEEKS NOTICE OF PROPOSED DATE FOR WORK. UTILITY SERVICE INTERRUPTIONS OR SHUTDOWNS SHALL BE

COMPLETED ON WEEKENDS, IN COORDINATION WITH THE VA.

20. PROVIDING, INSTALLING, COMMISSIONING AND WARRANTY OF ALL PARTS/MATERIALS INSTALLED IN THIS PROJECT IS THE RESPONSIBILITY OF THE

CONTRACTOR.

21. THE CONTRACTOR SHALL AVOID LEAVING OPEN EXCAVATIONS OR UNCOMPLETED WORK THAT MAY POSE A HAZARD TO VEHICLE AND PEDESTRIAN TRAFFIC. IF NEEDED OR AS DIRECTED BY THE COR, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND ERECTING ANY FENCING, BARRICADES OR OTHER TRAFFIC OR

PEDESTRIAN PROTECTION DEVICES AT NO ADDITIONAL COST TO THE VA.

22. ASPHALT SEALING (FOG SEAL) REQUIRES 2 COATS OF SEALANT. THE FIRST COAT SHALL BE SQEEGEE APPLIED, WHILE THE SECOND COAT MAY BE SPRAY APPLIED.

23. THE CONTRACTOR IS ADVISED TO REVIEW ALL PROJECT SPECIFICATIONS.

24. THE BOTTOM OF THE UNDERGROUND DUCT BANK TRENCH SHALL BE PITCHED BOTH WAYS TOWARDS PULLBOXES. SLOPE DUCTS TO DRAIN TOWARDS PULL BOXES

AT A RATE OF 4-INCHES OVER 100-FEET.

25. CONDUIT RUNS SHALL HAVE SPACERS, SEPARATING THE CONDUIT BY 3-INCHES AND BE UNIFORMLY SPACED A MAXIMUM OF 5-FEET APART. SECURE SPACERS TO CONDUIT AND EARTH TO PREVENT FLOATING DURING THE CONCRETE POUR. PROVIDE NONFERROUS TIE WIRES TO PREVENT DISPLACEMENT OF THE CONDUIT

DURING THE POUR.

26. THE WALLS OF THE TRENCH MAY BE USED TO FORM THE SIDE WALLS OF THE DUCT BANK, PROVIDED THAT THE SOIL IS SELF SUPPORTING AND THAT THE CONCRETE ENVELOPE CAN BE POURED WITHOUT SOIL INCLUSIONS. FORMS WILL BE REQUIRED WHERE THE SOIL IS NOT SELF SUPPORTING.

27. AFTER THE CONCRETE ENCASED DUCT HAS SUFFICIENTLY CURED, THE TRENCH SHALL BE BACKFILLED TO GRADE WITH MATERIALS SPECIFIED ON SHEET CU-100, INCLUDING PLACEMENT OF WARNING TAPE.

28. THE MEDICAL CAMPUS MUST REMAIN OPEN TO ACCOMMODATE PATIENTS, VISITORS AND EMPLOYEES DURING NORMAL OPERATING HOURS (7:00 AM - 4:30 PM, MONDAY THOUGH FRIDAY). THE VAST MAJORITY OF WORK ASSOCIATED WITH THIS PROJECT MUST OCCUR OUTSIDE OF NORMAL OPERATING HOURS. NIGHT AND

WEEKEND WORK IS REQUIRED.

29. THE CONTRACTOR MUST UTILIZE DUST CONTROL MEASURES FOR ANY ACTIVITY THAT MAY GENERATE DUST, INCLUDING BUT NOT LIMITED TO SAW CUTTING, PLACEMENT AND COMPACTION OF MATERIALS AND MILLING. WATER IS THE MOST COMMON DUST CONTROL MEASURE AND SHALL BE UTILIZED AS AND WHERE NEEDED.

WATER FROM THE VA MAY NOT BE AVAILABLE FOR ALL WORK AREAS. THE CONTRACTOR SHALL HAVE A PORTABLE SOURCE OF WATER AVAILABLE TO USE AS NEEDED.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

CP-100

REPAIR AREAS 1, 2, 3, 4, 5 AND 6

A

FOR CONSTRUCTION

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING LOT REPAIRS

BUFFALO 528

21-122

N/A Project Director

APRIL 12, 2022 MTA RJCRevisions: Date:

N/A BUFFALO VA MEDICAL CENTER

ROBERT CEBULSKI, P.E.

GENERAL ENGINEER

AREA 1

AREA 1 WORK INCLUDES THE FOLLOWING ITEMS:

1. SAW CUT EXISTING ASPHALT TO ACCOMMODATE REMOVAL OF THE EXISTING CONCRETE ISLAND. REMOVE AND DISPOSE OF CONCRETE DOWN TO EXISTING

SUBBASE MATERIAL.

2. REMOVE AND DISPOSE OF EXISTING PORTABLE CONCRETE AND STEEL BOLLARDS. QUANTITY IS LESS THAN 10. REFER TO PHOTO 4 BELOW.

3. MILL EXISTING ASPHALT SURFACE DOWN TO EXISTING SUBBASE MATERIAL. LIMITS OF MILLING SHOWN ABOVE.

4. APPLY TACK COAT TO EXISTING ASPHALT EDGES, PLACE AND COMPACT BINDER AND TOP COURSE OF HOT MIX ASPHALT WHERE CONCRETE ISLAND WAS REMOVED AND WHERE ASPHALT WAS MILLED. DEPTH OF BINDER TO BE 3-INCHES MAXIMUM, DEPTH OF TOP COURSE TO BE 2-INCHES MAXIMUM; OR MATCH EXISTING IF LESS.

5. SEAL ALL NEW PAVEMENT SEAMS USING A HOT APPLIED POLYMERIC JOINT SEALANT (WR MEADOWS HI-SPEC OR APPROVED EQUAL).

6. AFTER NEW PAVEMENT INSTALLATION, CLEAN AND SEAL ALL EXISTING PAVEMENT CRACKS MEASURING 18" OR GREATER IN WIDTH USING A HOT APPLIED POLYMERIC

JOINT SEALANT (WR MEADOWS HI-SPEC OR APPROVED EQUAL).

7. RE-STRIPE THE PARKING LOT SPACES (APPROXIMATELY 5200 LF OF 4-INCH WIDE YELLOW PAINT STRIPING).

P1 V

P1

P2

P2

V

P3

P3V

CONCRETE ISLAND TO BE REMOVED

P1V

P1

AREA 2

AREA 2 WORK INCLUDES THE FOLLOWING ITEMS:

1. THE CONTRACTOR IS RESPONSIBLE FOR SECURING ANY RIGHT-OF-WAY (ROW) WORK PERMITS THAT MAY BE REQUIRED FOR IMPROVEMENTS PLANNED WITHIN

THE BAILEY AVENUE ROW.

2. CONTRACTOR MUST PROVIDE TRAFFIC CONTROL LABOR AND EQUIPMENT AS NEEDED TO PERFORM WORK.

3. SAW CUT EXISTING ASPHALT, SIDEWALK AND CONCRETE CURB TO ACCOMMODATE EXCAVATION FOR AND INSTALLATION OF UNDERGROUND DUCT BANK (REFER TO SHEET CU-100). SIDEWALK SHALL BE CUT AT EXISTING JOINTS. CURB WILL BE CUT THE SAME WIDTH AS THE TRENCH (APPROXIMATELY 24-INCHES) EXCEPT

WHERE NOTED FOR COMPLETE REMOVAL AND REPLACEMENT.

4. INSTALL CONDUIT AND PULL / JUNCTION BOXES AS DETAILED ON SHEET CU-100.

5. ENCASE CONDUIT IN CONCRETE. BACKFILL AREAS UNDER PAVEMENT OR CONCRETE WITH CRUSHED LIMESTONE, GRADE AND COMPACT MATERIAL TO PROVIDE

A SUITABLE SUBBASE. REFER TO DETAILS ON SHEET CU-100.

6. PROVIDE PULL STRING AND RUN IT THROUGH ALL NEW CONDUIT.

7. INSTALL WEATHER PROOF END CAPS ON ALL CONDUIT STUB-UPS.

8. POUR NEW CONCRETE SIDEWALK AND CURB WHERE REMOVED TO ACCOMMODATE TRENCHING AND WHERE CURB CALLED OUT FOR REMOVAL AND

REPLACEMENT. REFER TO SHEET CP-104 FOR APPLICABLE NOTES AND DETAILS.

9. MILL 2-INCHES OFF OF THE EXISTING ASPHALT SURFACE TO LIMITS SHOWN ON THE PLAN. DISPOSE OF MILLINGS OFFSITE AT A LOCATION SECURED BY THE

CONTRACTOR.

10. PLACE AND COMPACT 2-INCHES OF TOP COURSE HOT MIX ASPHALT.

11. POWERWASH AND PAINT CURB WITHIN THE WORK AREA SAFETY YELLOW.

12. CLEAN AND SEAL ALL NEW PAVEMENT SEAMS USING A HOT APPLIED POLYMERIC JOINT SEALANT (WR MEADOWS HI-SPEC OR APPROVED EQUAL).

13. PROVIDE AND INSTALL THERMOPLASIC PAVEMENT MARKINGS AS DETAILED ON SHEET CP-105.

14. CLEAN AND SEAL THE EXISTING JOINT BETWEEN CURB AND SIDEWALK WITH DOWSIL 902 RCS JOINT SEALANT OR APPROVED EQUAL PRODUCT. THE JOINT

MEASURES 150 LF OR LESS WITHIN THE WORK AREA. REFER TO PHOTO 5 ABOVE.

P2V

P2

P3V

P3

P4V

P4

LIMIT OF WORK / MILLING

(APPROXIMATELY 1350 SY)

LIMIT OF MILLING

(APPROXIMATELY 1750 SY)

REMOVE AND REPLACE CURB

(APPROXIMATELY 85 LF)

P4

P4V

LOCATION OF PORTABLE

BOLLARDS (TYP)

P1V

P1

AREA 3

P2V

P2

LIMIT OF WORK

(APPROXIMATELY 3000 SY)

AREA 3 WORK INCLUDES THE FOLLOWING ITEMS:

1. CLEAN AND SEAL ALL EXISTING PAVEMENT CRACKS MEASURING 18" OR GREATER IN WIDTH USING A HOT APPLIED

POLYMERIC JOINT SEALANT (WR MEADOWS HI-SPEC OR APPROVED EQUAL).

2. CLEAN AND SEAL (FOG SEAL) ALL ASPHALT SURFACES WITHIN THE LIMITS SHOWN ABOVE. SEALANT SHALL BE

COMMERCIAL GRADE (BLACK JACK CAS-73 OR APPROVED EQUAL).

3. RE-STRIPE THE PARKING LOT SPACES TO MATCH EXISTING LAYOUT (APPROXIMATELY 1500 LF OF 4-INCH WIDE YELLOW

PAINT STRIPING). ENSURE ALL AREAS TO RECEIVE PAINT ARE CLEAN.

AREA 4

P2V

P1

P2

P3V

P3

P1V

LIMIT OF WORK

(APPROXIMATELY 2900 SY)

AREA 4 WORK INCLUDES THE FOLLOWING ITEMS:

1. CLEAN AND SEAL ALL EXISTING PAVEMENT CRACKS MEASURING 18" OR GREATER IN WIDTH USING A HOT APPLIED POLYMERIC JOINT SEALANT (WR MEADOWS HI-SPEC

OR APPROVED EQUAL).

2. CLEAN AND SEAL (FOG SEAL) ALL ASPHALT SURFACES WITHIN THE LIMITS SHOWN ABOVE. SEALANT SHALL BE COMMERCIAL GRADE (BLACK JACK CAS-73 OR

APPROVED EQUAL).

3. RE-STRIPE THE PARKING LOT SPACES TO MATCH THE EXISTING LAYOUT (APPROXIMATELY 5450 LF OF 4-INCH WIDE YELLOW PAINT STRIPING). ENSURE ALL AREAS

TO RECEIVE PAINT ARE CLEAN.

AREA 5

P1V

P1

AREA 5 WORK INCLUDES THE FOLLOWING ITEMS:

1. SAW CUT EXISTING ASPHALT TO ACCOMMODATE REMOVAL OF DAMAGED ASPHALT.

2. REMOVE DAMAGED ASPHALT DOWN TO EXISTING SUBBASE MATERIAL.

3. PLACE AND COMPACT BINDER AND TOP ASPHALT COURSES AT DEPTHS THAT MATCH EXISTING (TO BE FIELD VERIFIED).

4. SEAL ALL NEW PAVEMENT SEAMS, AND APPROXIMATELY 30 LF OF EXISTING PAVEMENT SEAM WITH A HOT APPLIED POLYMERIC JOINT SEALANT (WR

MEADOWS HI-SPEC OR APPROVED EQUAL).

P2

P2 V

LIMIT OF ASPHALT REMOVAL

AND REPLACEMENT

(APPROXIMATELY 16 SY)

P3 V

P3

LIMIT OF HOT APPLIED POLYMERIC

JOINT SEALANT (APPROXIMATELY

30 LF)

AREA 6

P1 V

P1

P2V

P2

P3V

P3

LIMIT OF WORK (APPROXIMATELY 9050 SY)

AREA 6 WORK INCLUDES THE FOLLOWING ITEMS:

1. CLEAN AND SEAL ALL EXISTING PAVEMENT CRACKS MEASURING 18" OR GREATER IN WIDTH USING A HOT APPLIED POLYMERIC JOINT SEALANT (WR MEADOWS

HI-SPEC OR APPROVED EQUAL).

2. CLEAN AND SEAL (FOG SEAL) ALL ASPHALT SURFACES WITHIN THE LIMITS SHOWN ABOVE. SEALANT SHALL BE COMMERCIAL GRADE (BLACK JACK CAS-73 OR

APPROVED EQUAL).

3. RE-STRIPE THE PARKING LOT SPACES TO MATCH EXISTING (APPROXIMATELY 5450 LF OF 4-INCH WIDE YELLOW PAINT STRIPING). ENSURE ALL AREAS TO

RECEIVE PAINT ARE CLEAN.

P5

P5V

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

CP-101

REPAIR AREAS 7, 8 AND 9,

CONCRETE NOTES AND DETAILS

A

FOR CONSTRUCTION

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING LOT REPAIRS

BUFFALO 528

21-122

N/A Project Director

APRIL 12, 2022 MTA RJCRevisions: Date:

N/A BUFFALO VA MEDICAL CENTER

ROBERT CEBULSKI, P.E.

GENERAL ENGINEER

AREA 7

P1V

P1

P2 V

P2

P3V

P3

AREA 7 WORK INCLUDES THE FOLLOWING ITEMS:

1. MILL 2-INCHES OFF OF THE EXISTING ASPHALT SURFACE TO LIMITS SHOWN ON THE PLAN.

DISPOSE OF MILLINGS OFFSITE AT A LOCATION SECURED BY THE CONTRACTOR.

2. PLACE AND COMPACT 2-INCHES OF TOP COURSE HOT MIX ASPHALT.

3. ADD ASPHALT WEDGE TO EXISTING APRON TO SMOOTH TRANSITION.

4. RE-STRIPE THE PARKING LOT SPACES AS SHOWN AND OTHER MARKINGS (APPROXIMATELY

740 LF OF YELLOW PAINT STRIPING). TRAFFIC SYMBOLS SHALL BE THERMOPLASTIC. ENSURE

ALL AREAS TO RECEIVE PAINT OR THERMOPLASTIC ARE CLEAN.

5. PROVIDE AND INSTALL THERMOPLASTIC PAVEMENT MARKINGS AS DETAILED ON SHEET

CP-105.

6. PROVIDE AND INSTALL ONE-WAY SIGNAGE, POST AND POST BASE AS DETAILED ON SHEET

CP-105.

P4

P4

V

LIMIT OF WORK

(APPROXIMATELY 1000 SY)

10' 4"

ASPHALT WEDGE DETAIL

SIDE VIEW

3'

10'

TOP VIEW

EXISTING APRONA

B

A

SIDE VIEW

B

MATCH EXISTING SURFACES

AREA 8

P1

V

P1

P2

P2V

AREA 8 WORK INCLUDES THE FOLLOWING ITEMS:

1. MILL 2-INCHES OFF OF THE EXISTING ASPHALT SURFACE TO LIMITS SHOWN ON THE PLAN.

DISPOSE OF MILLINGS OFFSITE AT A LOCATION SECURED BY THE CONTRACTOR.

2. PLACE AND COMPACT 2-INCHES OF TOP COURSE HOT MIX ASPHALT.

3. RE-STRIPE THE PARKING LOT SPACES TO MATCH THE EXISTING LAYOUT (APPROXIMATELY

110 LF OF YELLOW PAINT STRIPING). ENSURE ALL AREAS TO RECEIVE PAINT ARE CLEAN.

LIMIT OF WORK

(APPROXIMATELY 1000

SY)

AREA 9

AREA 9 WORK INCLUDES THE FOLLOWING ITEMS:

1. SAW CUT EXISTING ASPHALT TO ACCOMMODATE REMOVAL OF DAMAGED ASPHALT.

2. REMOVE DAMAGED ASPHALT DOWN TO EXISTING SUBBASE MATERIAL.

3. PLACE AND COMPACT BINDER AND TOP COURSE ASPHALT COURSES AT DEPTHS THAT MATCH EXISTING (TO BE FIELD VERIFIED).

4. SEAL ALL NEW PAVEMENT SEAMS, AND APPROXIMATELY 30 LF OF EXISTING PAVEMENT SEAM WITH A HOT APPLIED POLYMERIC JOINT SEALANT.

LIMIT OF WORK (APPROXIMATELY 22 SY)

P1 V

P1

P2V

P2

P3

V

P3

CONCRETE NOTES AND DETAILS

1" SCORED OR SAWCUT

CONTRACTION JOINT.

1/4" DEEP

SCORED JOINTS

1/4" R. (TYP.)

FORMED

JOINTS ONLY

EXPANSION JOINT WITH 1/4"

BITUMINOUS JOINT FILLER

EXPANSION AND SCORED JOINT

DETAIL

6" (T

YP

1'- 6"

1'- 0"

6" TOP OF PAVING

5,000 PSI CONCRETE

JOINT TO MATCH EXISTING

6" 5"1"

1" RADIUS

N.T.S.

CURB ADJACENT TO SIDEWALK DETAIL

SIDEWALK

12" COMPACTED STONE SUBBASE

NYSDOT ITEM 304.12

1'- 6"

1'- 0"

6"

4" LAYER TOPSOIL

TACK COAT PRIOR

TO PAVING

5,000 PSI CONCRETE

SOD

FINISH GRADE 1" BELOW TOP

OF CURB IN ALL LAWN AREAS.

TOP OF SOD TO BE FLUSH WITH

TOP OF CURB AS SHOWN

6" 5"1"

1" RADIUS

N.T.S.

CURB ADJACENT TO TURF DETAIL

TOP OF PAVING

TACK COAT PRIOR

TO PAVING

FILL WITH DOWSIL 902 RCS JOINT SEALER OR APPROVED EQUAL

12" COMPACTED STONE SUBBASE

NYSDOT ITEM 304.12

CONCRETE SIDEWALK

PAVEMENT

SIDEWALK - 6" THICK OR MATCH EXISTING.

MATCH EXISTING SLOPE

EXPANSION JOINT

2" RECESS

CROSS SECTION

GRASS AREA

NEW CONCRETE (5000 PSI) - NYSDOT TYPE HP

SUBGRADE SUBBASE - MIN. 6" THK (SIDEWALK)

(NYSDOT NO. 304.12)

CURB

X X XX

W.W.F.6X6/10X10

N.T.S.

X XX

N.T.S.

DOWEL

DOWEL

DOWEL

AutoCAD SHX Text NOTES: 1. CONCRETE SIDEWALK CONSTRUCTION METHODS SHALL CONFORM TO NYSDOT SPECIFICATION SECTION CONCRETE SIDEWALK CONSTRUCTION METHODS SHALL CONFORM TO NYSDOT SPECIFICATION SECTION 608-3.01 PORTLAND CEMENT CONCRETE SIDEWALKS AND DRIVEWAYS. 2. CONCRETE CURB CONSTRUCTION METHODS SHALL CONFORM TO NYSDOT SPECIFICATION SECTION 609-3.04 CONCRETE CURB CONSTRUCTION METHODS SHALL CONFORM TO NYSDOT SPECIFICATION SECTION 609-3.04 CAST-IN-PLACE CONCRETE CURB. 3. CONCRETE MATERIAL SHALL CONFORM TO NYSDOT SPECIFICATION SECTION 501 - PORTLAND CEMENT CONCRETE MATERIAL SHALL CONFORM TO NYSDOT SPECIFICATION SECTION 501 - PORTLAND CEMENT CONCRETE - GENERAL. NYSDOT TYPE HP CONCRETE SHALL BE USED FOR CURB AND SIDEWALK AND HAVE A 28-DAY DESIGN STRENGTH OF 5000 PSI. 4. NEW SIDEWALK AND CURB SHALL BE DOWELED INTO EXISTING. SIDEWALK DOWELS SHALL BE INSTALLED NEW SIDEWALK AND CURB SHALL BE DOWELED INTO EXISTING. SIDEWALK DOWELS SHALL BE INSTALLED EVERY THREE FEET, WITH A MINIMUM OF 2 DOWELS PER JOINT. CURB DOWELS SHALL BE A MINIMUM OF 1 PER JOINT. DOWELS SHALL EXTEND INTO EXISTING AND PROPOSED CONCRETE A MINIMUM OF 6-INCHES AND BE PLACED VERTICALLY AT THE CENTER OF CONCRETE. DRILL AND EPOXY DOWELS INTO EXISTING CONCRETE. DOWELS SHALL BE #3 EPOXY COATED REBAR. 5. INSTALL PREMOLDED RESILIENT JOINT FILLER AT ALL JOINTS BETWEEN SIDEWALK AND CURB AND AT ALL INSTALL PREMOLDED RESILIENT JOINT FILLER AT ALL JOINTS BETWEEN SIDEWALK AND CURB AND AT ALL TRANSVERSE CONSTRUCTION JOINTS. FILLER SHALL BE DOW CORNING 902 OR APPROVED EQUAL PRODUCT. 6. SIDEWALK SCORED JOINTS SHALL BE 1/4" WIDE, TO A DEPTH OF ONE-THIRD OF THE SLAB THICKNESS SIDEWALK SCORED JOINTS SHALL BE 1/4" WIDE, TO A DEPTH OF ONE-THIRD OF THE SLAB THICKNESS AND PLACED AT INTERVALS TO MATCH EXISTING. 7. CURB CRACK CONTROL JOINTS SHALL BE AT INTERVALS TO MATCH EXISTING AND FORMED OR SAW CUT CURB CRACK CONTROL JOINTS SHALL BE AT INTERVALS TO MATCH EXISTING AND FORMED OR SAW CUT TO A WIDTH BETWEEN AND INCH WITH A MAXIMUM DEPTH OF 1-1/2 INCHES. 18 AND INCH WITH A MAXIMUM DEPTH OF 1-1/2 INCHES. 14 INCH WITH A MAXIMUM DEPTH OF 1-1/2 INCHES. 8. CONCRETE SHALL BE POURED / USED WITHIN 90 MINUTES OF BATCH TIME. CONCRETE SHALL BE POURED / USED WITHIN 90 MINUTES OF BATCH TIME. 9. ADDITIONAL WATER MAY BE ADDED TO BATCHED CONCRETE ONLY WITH THE APPROVAL OF THE VA. ADDITIONAL WATER MAY BE ADDED TO BATCHED CONCRETE ONLY WITH THE APPROVAL OF THE VA. ADDITIONAL WATER ADDED TO CONCRETE SURFACES FOR FINISHING MAY ONLY BE DONE WITH THE APPROVAL OF THE VA. 10. FORMS SHALL BE FREE FROM WARP, EXTEND TO THE FULL DEPTH OF CURB OR SIDEWALK AND BE FORMS SHALL BE FREE FROM WARP, EXTEND TO THE FULL DEPTH OF CURB OR SIDEWALK AND BE SECURED TO PREVENT MOVEMENT OR DISPLACEMENT. 11. CONCRETE SHALL BE COMPACTED DURING PLACEMENT USING AN IMMERSION TYPE MECHANICAL VIBRATOR. CONCRETE SHALL BE COMPACTED DURING PLACEMENT USING AN IMMERSION TYPE MECHANICAL VIBRATOR. 12. USE ONLY MAGNESIUM FLOATS AND FINISHING TOOLS, DO NOT USE STEEL OR ALUMINUM. FINISH THE USE ONLY MAGNESIUM FLOATS AND FINISHING TOOLS, DO NOT USE STEEL OR ALUMINUM. FINISH THE CONCRETE TO PRODUCE A SMOOTH SURFACE AND THEN BROOM SURFACES TO A UNIFORM SLIP-RESISTANT TEXTURE. TOOL THE EDGES AND SCORED JOINTS OF ALL SIDEWALK SLABS WITH AN EDGING TOOL HAVING A 1/4-INCH RADIUS. 13. IMMEDIATELY AFTER FINISHING AND NOT MORE THAN 30 MINUTES AFTER CONCRETE PLACEMENT, APPLY A IMMEDIATELY AFTER FINISHING AND NOT MORE THAN 30 MINUTES AFTER CONCRETE PLACEMENT, APPLY A CLEAR MEMBRANE CURING COMPOUND THAT INCLUDES A FUGITIVE DYE AT A RATE OF 1 GALLON PER 150 SQUARE FEET. CONTINUOUSLY WETTED BURLAP OR OTHER ALTERNATE METHOD OF CURE SHOULD BE CONSIDERED FOR USE ON CONCRETE SCHEDULED TO BE PAINTED (CURBS) AS CURING COMPOUND MAY INTERFERE WITH PROPER PAINT ADHESION. 14. CONCRETE SHALL BE PROTECTED FROM PEDESTRIAN TRAFFIC A MINIMUM OF 3-DAYS AFTER POURING, CONCRETE SHALL BE PROTECTED FROM PEDESTRIAN TRAFFIC A MINIMUM OF 3-DAYS AFTER POURING, AND A MINIMUM OF 7-DAYS FROM VEHICLE TRAFFIC. 15. FORMS SHALL BE LEFT IN PLACE UNTIL CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT REMOVAL FORMS SHALL BE LEFT IN PLACE UNTIL CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT REMOVAL WITHOUT DAMAGING CURB OR SIDEWALK. THE CURB FACE / FRONT FORM MAY BE REMOVED BEFORE THE OTHERS TO FACILITATE FINISHING THE CURB. NO PLASTERING WILL BE PERMITTED. 16. IF THE AMBIENT AIR TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEGREES F DURING THE 3 DAY IF THE AMBIENT AIR TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEGREES F DURING THE 3 DAY MINIMUM CURE TIME, THE CONTRACTOR MUST SUPPLY INSULATING MATERIALS CAPABLE OF MAINTAINING A TEMPERATURE OF 55 DEGREES F WITHIN THE INSULATED AREA. AN EXTERNAL SOURCE OF HEAT MAY BE REQUIRED. HI-LOW THERMOMETERS SHALL BE PLACED WITHIN THE INSULATED AREA TO RECORD TEMPERATURES. 17. THE VA DOES NOT HAVE A DEDICATED CONCRETE WASHOUT AREA ON SITE. THE CONTRACTOR AND / THE VA DOES NOT HAVE A DEDICATED CONCRETE WASHOUT AREA ON SITE. THE CONTRACTOR AND / OR CONCRETE SUPPLIER WILL NEED TO DETERMINE HOW AND WHERE CONCRETE WASHOUT WILL BE PERFORMED. CONSTRUCTION OF ANY ON-SITE TEMPORARY WASHOUT COLLECTION BASINS WILL REQUIRE VA APPROVAL.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

CP-102

AREA STRIPING PLANS AND DETAILS

A

FOR CONSTRUCTION

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING LOT REPAIRS

BUFFALO 528

21-122

N/A Project Director

APRIL 12, 2022 MTA RJCRevisions: Date:

N/A BUFFALO VA MEDICAL CENTER

ROBERT CEBULSKI, P.E.

GENERAL ENGINEER

AREA 7 PAVEMENT MARKINGS AND SIGNAGE PLAN

TYP. ALL

ARROWS

PAVEMENT MARKING

DETAILS

5'

3' 1'

6'

CROSS WALK

1.5'

12'

STOP BAR LANE STRIPING

0.5'

4'

8' SPACING

PAVEMENT MARKINGS NOTES:

1. AT LEAST 5 DAYS PRIOR TO START OF PAVEMENT STRIPING, THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF OPERATIONS TO THE VA FOR

REVIEW AND APPROVAL.

2. THE CONTRACTOR SHALL PROVIDE THE VA WITH THE PREFORMED THERMOPLASTIC MANUFACTURERS WRITTEN INSTRUCTIONS FOR USE.

3. ALL MAIN ENTRANCE MARKINGS, AND AREA 7 TRAFFIC ARROWS TO BE 120 MIL THERMOPLASTIC, EITHER PREFORMED OR THROUGH MOLTEN THERMOPLASTIC APPLICATION. ALL PARKING STALL STRIPING SHALL BE YELLOW TRAFFIC PAINT.

4. PAVEMENT MARKINGS SHALL BE INSTALLED AS INDICATED ON THE PLAN AND FIELD COORDINATED AND VERIFIED WITH THE VA PRIOR TO

FINAL INSTALLATION.

5. THE CROSS WALK, LANE STRIPING, AND STOP BAR SHALL BE WHITE.

6. ARROWS AND DROP OFF LANE STRIPE SHALL BE YELLOW.

7. APPLY REFLECTIVE GLASS BEADS AT THE TIME OF THERMOPLASTIC APPLICATION AT A RATE OF 6 POUNDS PER 100 SQUARE FEET.

8. DIMENSIONS OF MARKINGS ARE BASED OFF OF TYPICAL STANDARDS AND AVAILABLE MATERIALS AND PREFORMED SYMBOLS. SLIGHT MODIFICATIONS TO DIMENSIONS MAY BE ACCEPTABLE IF SUBMITTED TO THE VA FOR REVIEW AND APPROVAL.

9. PAVEMENT MARKINGS SHALL ONLY BE APPLIED DURING CONDITIONS OF DRY WEATHER WITH SUBSTANTIALLY DRY PAVEMENT SURFACES.

10. THE CONTRACTOR SHALL CLEAN THE PAVEMENT TO REMOVE OIL, DIRT, DUST, GREASE AND OTHER SIMILAR FOREIGN MATERIALS. AFTER CLEANING, SEAL OIL SOAKED AREAS WITH CUT SHELLAC TO PREVENT BLEEDING THROUGH NEW PAINT.

11. STORE ALL MATERIALS IN CLEAN AND DRY AREAS.

12. POWERWASH AND PAINT ALL CURBS WITHIN THE WORK AREA YELLOW (APPROXIMATELY 810 LF).

13. APPLY UNIFORMLY PAINTED AND REFLECTED PAVEMENT MARKING OF REQUIRED COLORS, LENGHT AND WIDTH WITH TRUE SHARP EDGES

AND ENDSON PROPERLY CURED, PREPARED AND DRIED SURFACES.

14. APPLY PAINT AT WET FILM THICKNESS OF 0.4 MM (0.015 INCH). DISPERSE REFLECTIVE GLASS BEADS EVENLY ON WET PAINT AT A RATE OF 6 LBS PER GALLON OF PAINT. APPLY PAINT IN ONE COAT. WHEN DIRECTED BY THE VA, APPLY ADDITIONAL COATS AT MARKINGS SHOWING LIGHT SPOTS. COMPLY WITH PAINT MANUFACTURER'S MAXIMUM DRYING TIME REQUIREMENTS TO PREVENT UNDUE SOFTENING OF ASPHALT, AND PICK-UP, DISPLACEMENT, OR DISCOLORATION BY TIRES OF TRAFFIC.

15. WHEN DEFICIENCY IN MARKING DRYING OCCURS, DISCONTINUE PAINT OPERATIONS UNTIL CAUSE OF SLOW DRYING IS DETERMINED AND

CORRECTED.

16. REMOVE AND REPLACE MARKING APPLIED LESS THAN MINIMUM MATERIAL RATES, DEVIATES FROM TRUE ALIGNMENT, EXCEEDS STIPULATED LENGHT AND WIDTH TOLERANCES, OR SHOWS LIGHT SPOTS, FAULTY DISTRIBUTION OF BEADS, SMEARS, OR OTHER DEFICIENCIES OR

IRREGULARITIES.

17. REMOVE MARKING BY CAREFULLY CONTROLLED SANDBLASTING, OR OTHER APPROVED METHOD TO PREVENT DAMAGE ON APPLIED

SURFACE.

4'

3'

6'

2'

4'

3'

1'

1 2 3

MAIN ENTRANCE STRIPING PLAN

24"

18"

3 3

3 3

SOLID 6" WIDE YELLOW STRIPE

*SIGNS, POSTS, POST BASES AND MOUNTING HARDWARE SHALL BE

FABRICATED AND INSTALLED IN ACCORDANCE WITH NYSDOT STANDARD

SPECIFICATION SECTION 645 AND THE MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES 229 EDITION. SIGN MATERIAL SHALL BE ALUMINUM,

SIGN SHEETING SHALL BE RETRO REFLECTIVE NYSDOT CLASS A .

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

CU-100

UNDERGROUND DUCT BANK

A

FOR CONSTRUCTION

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING LOT REPAIRS

BUFFALO 528

21-122

N/A Project Director

XXXXXXXXXXXXX MTA RJCRevisions: Date:

N/A BUFFALO VA MEDICAL CENTER

ROBERT CEBULSKI, P.E.

GENERAL ENGINEER

SIX (6)

2-INCH SCHEDULE 80

THREE (3)

2-INCH SCHEDULE 80

THREE (3)

2-INCH SCHEDULE 80

SIX (6)

2-INCH SCHEDULE 80

THREE (3)

2-INCH SCHEDULE 80

THREE (3)

2-INCH SCHEDULE 80

PB-1

PB-3

PB-4

PB-1

PB-3

PB-4

PB-2

P1

P1

V

P2V

P2

P3V

P3

P4 V

P4

PB-2

30" X 48" x 36" DEEP

QUANZITE BOX

24" X 36" X 26" DEEP

QUANZITE BOX

30" X 48" x 36" DEEP

QUANZITE BOX

24" X 36" X 26" DEEP

QUANZITE BOX

(4) CONCRETE BRICKS

51mm x 203mm x 406mm

(2"x8"x16")

CONDUIT(S) WITH BELL

ENDS (TYP). SIZE AS

INDICATED ON PLANS

CLEAN 19mm (3/4")

CRUSHED ROCK

GRADE. FEATHER & TAMP

BACKFILL TO CREATE FLUSH

INSTALLATION AND POSITIVE

DRAINAGE AWAY FROM BOX

PULLBOX

LINE SIDES OF

EXCAVATION WITH 13.6

KG (30 LBS.) FELT

PAPER

GALVANIZED RIGID STEEL

CONDUIT REQUIRED FOR

BENDS AND STUB-UPS.

GRADE

CL

FINISH GRADE

FINISH GRADE

HIGH

VOLTAGE

LOW

VOLTAGE

DATA

" M

IN

3" MIN

3"

3" MIN

12" MIN

12" MIN

" M

IN

" M

IN

3" MIN

3"

3" MIN

3" MIN

3" TYP

3" MIN

3" TYP

" M

IN

" M

IN

3" MIN

3"

3" MIN

3" MIN

3" TYP

THIS ROW FROM PB-1

THIS ROW TO PB-3

THIS ROW TO PB-4

2" STUB-UP WITH END CAP (TYP)

*PLEASE REFER TO SPECIFICATION SECTION

26 05 41 - UNDERGROUND ELECTRICAL

CONSTRUCTION FOR ADDITIONAL PULLBOX /

CONDUIT INSTALLATION AND TRENCHING

REQUIREMENTS.

10" - 12" MIN HEIGHT *NOTE THAT PULL BOXES SHOWN ON THIS SHEET PROVIDE A

CONCEPTUAL IDEA OF TYPE AND SIZE REQUIRED FOR THE

PROJECT. THE CONTRACTOR MAY SUBMIT EQUAL BOXES TO

THE VA FOR REVIEW AND APPROVAL.

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NTS

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ONE LINE DIAGRAM

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UNDERGROUND DUCTBANK PLAN

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UNDERGROUND POLYMER CONCRETE PULLBOX - TURF AREA DETAIL

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NTS

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SELECT GRANULAR FILL - NYSDOT ITEM # 203.07 BACKFILL AND COMPACT IN 6" LIFTS

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WARNING TAPE

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RESTORE SURFACE TO MATCH EXISTING

AutoCAD SHX Text 2" SCH 80 PVC CONDUIT - ALL BENDS AND STUB-UPS MUST BE GALVANIZED RIGID STEEL. 6 TOTAL

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NATIVE SOIL

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2,000 LB CONCRETE USE PLASTIC SPACERS EVERY 5FT

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NTS

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DUCTBANK DETAIL IN TURF

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ALL TRENCHING TO BE COMPLETED BY MEANS OF HYDRO-EXCAVATION

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NTS

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DUCTBANK DETAIL UNDER PAVEMENT

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NTS

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DUCTBANK DETAIL UNDER CONCRETE

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SELECT STRUCTURAL FILL - NYSDOT ITEM # 203.21 BACKFILL AND COMPACT IN 6" LIFTS

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WARNING TAPE

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RESTORE SURFACE TO MATCH EXISTING

AutoCAD SHX Text 2" SCH 80 PVC CONDUIT - ALL BENDS AND STUB-UPS MUST BE GALVANIZED RIGID STEEL. 6 TOTAL

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NATIVE SOIL

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2,000 LB CONCRETE USE PLASTIC SPACERS EVERY 5FT

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ALL TRENCHING TO BE COMPLETED BY MEANS OF HYDRO-EXCAVATION

AutoCAD SHX Text 12" NYSDOT TYPE 2 SUBBASE STONE - NYSDOT ITEM # 304.12 BACKFILL AND COMPACT IN 6" LIFTS

AutoCAD SHX Text 2" 9.5mm TOP 80 SERIES NYSDOT ITEM # 402.098203

AutoCAD SHX Text 3 " 19mm BINDER 80 SERIES 12" 19mm BINDER 80 SERIES NYSDOT ITEM # 402.198903

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ASPHALT STEP JOINT. CLEAN AND TACK COAT PRIOR TO PAVING

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SELECT STRUCTURAL FILL - NYSDOT ITEM # 203.21 BACKFILL AND COMPACT IN 6" LIFTS

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WARNING TAPE

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RESTORE SURFACE TO MATCH EXISTING

AutoCAD SHX Text 2" SCH 80 PVC CONDUIT - ALL BENDS AND STUB-UPS MUST BE GALVANIZED RIGID STEEL. 6 TOTAL

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NATIVE SOIL

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2,000 LB CONCRETE USE PLASTIC SPACERS EVERY 5FT

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ALL TRENCHING TO BE COMPLETED BY MEANS OF HYDRO-EXCAVATION

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6" NYSDOT TYPE 2 SUBBASE STONE - NYSDOT ITEM # 304.12 BACKFILL AND COMPACT.

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6" NYSDOT CLASS HP CONCRETE

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HIGH VOLTAGE

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LOW VOLTAGE

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DATA

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TYPICAL PULL BOX COVER 3-SECTION LABELED AS SHOWN

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DIVIDERS IN BOX TO CREATE 3 EQUAL SPACES

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BOX AND COVER COLOR SHALL BE MUNSELL GREEN OR LIGHT GREEN

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NTS

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PULLBOX TOP VIEW (TYP)

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SOD INSTALLED OVER 2-INCHES OF TOPSOIL

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HIGH VOLTAGE

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LOW VOLTAGE

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DATA

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NTS

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PULLBOX PB-2 CONDUIT TERMINATION DETAIL

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ELECTRIC

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ELECTRIC

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TELE

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ELECTRIC

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ELECTRIC

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TELE