2A- JLSS 24-9991A_Maintain Base Roads and Pavements-Drawings.pdf

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VICINITY MAPLOCATION MAP

911th AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-4495

UNITED STATES AIR FORCE RESERVE

MAINTAIN BASE ROADS & PAVEMENT

LIST OF DRAWINGS

JLSS 24-9991A

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DATE

REV. NO. DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT BASE CIVIL ENG. DRAWING NO. PLATE

PROJECT NOS: DATE: SCALE:

SHEET OF

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

FOR OFFICIAL USE ONLY

ISSUE FOR CONSTRUCTION

BY

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WING (USAFR)

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17 APR 2024

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COVER SHEET

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911TH AIR LIFT WING

AutoCAD SHX Text 1 G-1 COVER SHEET G-1 COVER SHEET COVER SHEET 2 G-2 PROJECT LOCATIONS G-2 PROJECT LOCATIONS PROJECT LOCATIONS 3 C-1 SITE PLAN AND OPTION 1 C-1 SITE PLAN AND OPTION 1 SITE PLAN AND OPTION 1 4 C-2 OPTION 2 SITE PLAN C-2 OPTION 2 SITE PLAN OPTION 2 SITE PLAN 5 C-3 OPTION 3 SITE PLAN C-3 OPTION 3 SITE PLAN OPTION 3 SITE PLAN 6 C-4 OPTION 4 SITE PLAN C-4 OPTION 4 SITE PLAN OPTION 4 SITE PLAN 7 C-5 NOTES, LEGEND & ABBREVIATIONS C-5 NOTES, LEGEND & ABBREVIATIONS NOTES, LEGEND & ABBREVIATIONS 8 C-6 DETAIL SHEETC-6 DETAIL SHEETDETAIL SHEET

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BIO ENVIRONMENTAL

COMMUNICATIONS

USING AGENCY

CHIEF CE OPERATIONS

DATE

REV. NO. DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT BASE CIVIL ENG. DRAWING NO. PLATE

PROJECT NOS: DATE: SCALE:

SHEET OF

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

FOR OFFICIAL USE ONLY

ISSUE FOR CONSTRUCTION

BY

CONSTRUCTION NOTES

1. THE CONTRACTOR SHALL AT ALL TIMES CONDUCT HIS

OPERATION AND EXECUTE THE WORK AS TO INSURE THE

HEALTH AND SAFETY OF THE PUBLIC.

2. THE CONTRACTOR SHALL COMPLY WITH ALL 911th

AIRLIFT WING BASE SAFETY REGULATIONS, AFOSH AND

OSHA SAFETY AND HEALTH STANDARDS LATEST

EDITIONS.

3. THE CONTRACTOR SHALL POST THE AREA AS REQUIRED

BY BASE SAFETY REGULATIONS AND OSHA, AND ENSURE

THAT ALL CONTRACTOR PERSONNEL, VENDORS AND

VISITORS UTILIZE THE REQUIRED SAFETY PROCEDURES

THROUGHOUT THE PROJECT AREA.

4. ALL WORK IS TO BE COMPLETED IN PLACE, INCLUDING

ALL MATERIALS, EQUIPMENT, TOOLS, LABOR AND

INCIDENTAL WORK AND INCLUDES COMPLETE

SUPERVISION OF THE WORK.

5. IT SHALL BE THE DUTY OF THE CONTRACTOR TO VERIFY

ALL LOCATIONS, ELEVATIONS, GRADES DIMENSIONS AND

CONDITIONS GIVEN ON THE DRAWINGS AND TO REPORT

TO THE CONTRACTING OFFICER ANY ERROR OR

INCONSISTENCY WITH THE ACTUAL CIRCUMSTANCES IN

THE FIELD BEFORE COMMENCING WORK.

6. ALL NOTES SUPPLEMENT THE PLANS/SPECIFICATIONS,

AND ARE IN NO WAY TO BE CONSIDERED AS EXCLUDING

ANY ITEM IN THEM.

7. ALL NOTES ON THE DRAWINGS SHALL BE ASSUMED AS

TYPICAL UNLESS OTHERWISE SHOWN ON THE DRAWINGS

OR NOTED IN THE SPECIFICATIONS.

8. DETAIL DRAWINGS AND SCHEDULES DESCRIBE

CONSTRUCTION AT GIVEN AREAS. THE GENERAL

CONTRACTOR AND ALL SUBCONTRACTORS SHALL

UTILIZE EQUIVALENT CONSTRUCTION METHODS IN ALL

SIMILAR AREAS NOT DETAILED.

9. ALL CONSTRUCTION DEBRIS IS TO BE PROPERLY

DISPOSED OF AT A "PADEP" APPROVED LANDFILL.

10. ALL DISTURBED AREAS ARE TO BE RESTORED TO A

CONDITION EQUAL TO OR BETTER THAN THAT WHICH

EXISTED PRIOR TO CONSTRUCTION.

11. N.I.C. STANDS FOR "NOT IN CONTRACT".

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DATE

REV. NO. DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT BASE CIVIL ENG. DRAWING NO. PLATE

PROJECT NOS: DATE: SCALE:

SHEET OF

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

FOR OFFICIAL USE ONLY

ISSUE FOR CONSTRUCTION

BY

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USING AGENCY

CHIEF CE OPERATIONS

DATE

REV. NO. DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT BASE CIVIL ENG. DRAWING NO. PLATE

PROJECT NOS: DATE: SCALE:

SHEET OF

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

FOR OFFICIAL USE ONLY

ISSUE FOR CONSTRUCTION

BY

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DATE

REV. NO. DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT BASE CIVIL ENG. DRAWING NO. PLATE

PROJECT NOS: DATE: SCALE:

SHEET OF

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

FOR OFFICIAL USE ONLY

ISSUE FOR CONSTRUCTION

BY

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BIO ENVIRONMENTAL

COMMUNICATIONS

USING AGENCY

CHIEF CE OPERATIONS

DATE

REV. NO. DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT BASE CIVIL ENG. DRAWING NO. PLATE

PROJECT NOS: DATE: SCALE:

SHEET OF

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

FOR OFFICIAL USE ONLY

ISSUE FOR CONSTRUCTION

BY

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BOTTOM OF CURB

BASELINE

BOTTOM OF STRUCTURE

CURB DRAIN INLET

CERAMIC EPOXY

CAST IRON PIPE

CHAIN LINK FENCE

CORRUGATED METAL PIPE

CLEANOUT

CONCRETE PIPE

CORRUGATED PLASTIC PIPE

COPPER TUBING

CABLE TELEVISION

COPPER

DRAINAGE

DUCTILE IRON

DIAMETER

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DRAWING

EAST, EASTING

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MAILBOX

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PERFORATED

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POLYVINYL CHLORIDE

PLASTIC FENCE

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ROOF DRAIN

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SOUTH

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STRUCTURAL

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TOP OF GRATE

TRAFFIC LINES

TOP OF BERM/BANK

TYPICAL

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WARM MIX ASPHALT

GENERAL NOTES

1. THE 911th AIRLIFT WING HORIZONTAL CONTROL DATUM IS BASED ON NAD83 PA

SOUTH. VERTICAL CONTROL DATUM IS BASED ON NAVD88.

2. THE LOCATIONS OF EXISTING UTILITIES, FACILITIES, AND STRUCTURES HAVE

BEEN SHOWN ON THESE PLANS IN ACCORDANCE WITH AVAILABLE RECORDS AND

LIMITED FIELD INVESTIGATIONS. IT IS BELIEVED THAT THESE LOCATIONS ARE

ACCURATE; HOWEVER, THE ENGINEER DOES NOT GUARANTEE THE ACCURACY

OR COMPLETENESS THEREOF. LOCATION, SUPPORT, AND RESTORATION OF ALL

EXISTING UTILITIES AND APPURTENANCES SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR. THE COST OF THIS WORK SHALL BE INCLUDED IN THE PRICE

BID FOR THE VARIOUS ITEMS. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR, PRIOR TO ANY CONSTRUCTION; TO DETERMINE IN THE FIELD THE

ACTUAL LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER

SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL EXPOSE ALL UTILITIES

OR STRUCTURES PRIOR TO CONSTRUCTION OR ORDERING OF MATERIALS TO

VERIFY THE HORIZONTAL AND VERTICAL EFFECT ON THE PROPOSED

CONSTRUCTION. ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER IMMEDIATELY.

3. EACH CONTRACTOR SHALL COORDINATE HIS OPERATIONS WITH OTHER

CONTRACTORS AND APPROPRIATE UTILITY COMPANIES THROUGH THE

CONTRACTING OFFICER.

4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT

EXISTING UTILITIES AND TO MAINTAIN UNINTERRUPTED SERVICE. ANY DAMAGE

INCURRED SHALL BE REPAIRED IMMEDIATELY TO THE SATISFACTION OF THE

CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE. NOTIFY THE

CONTRACTING OFFICER A MINIMUM OF 15 DAYS IN ADVANCE OF ANY UTILITY

OUTAGES.

5. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES THROUGH THE

USE OF A QUALIFIED UNDERGROUND UTILITY LOCATION SERVICE PRIOR TO ANY

EXCAVATION. NOTIFY THE CONTRACTING OFFICER 72 HOURS PRIOR TO

COMMENCING ANY DEMOLITION, EXCAVATION OR CONSTRUCTION.

6. MAINTAIN CLEAR, COMPLETE AND SAFE ACCESS FOR GOVERNMENT PERSONNEL

AND CIVILIANS TO ALL BUILDINGS WITHIN OR ADJACENT TO THE PROJECT LIMITS.

7. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCH MARKS, PROPERTY

CORNERS, REFERENCE POINTS, STAKES AND OTHER SURVEY REFERENCE

MONUMENTS OR MARKERS. IN CASES OF WILLFUL OR CARELESS DESTRUCTION,

THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATIONS AT NO COST TO

THE OWNER. RESETTING OF MARKERS SHALL BE PERFORMED BY A

PENNSYLVANIA PROFESSIONAL SURVEYOR AS APPROVED BY THE CONTRACTING

OFFICER.

8. NON-RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON OR ACROSS PUBLIC

STREETS OR HIGHWAYS WITHOUT THE WRITTEN PERMISSION OF THE

CONTRACTING OFFICER.

9. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR

BETTER CONDITION THAN EXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES

OR WATER COURSES THAT ARE DISTURBED BY CONSTRUCTION SHALL BE

RESTORED TO THE GRADES AND CROSS-SECTIONS THAT EXISTED BEFORE

CONSTRUCTION.

10. ALL SIGNS, LANDSCAPING, STRUCTURES OR OTHER APPURTENANCES

DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED OR

REPAIRED TO THE SATISFACTION OF THE CONTRACTING OFFICER. THE COST OF

THIS WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

11. BACKFILL UNDER OR WITHIN A 1:1 INFLUENCE LINE OF EXISTING STRUCTURES OR

INFRASTRUCTURE (PAVEMENT, CURBS, SIDEWALKS, ETC.), SHALL BE COMPACTED

BACKFILL ACCORDING TO THE SPECIFICATIONS. COMPACTED FILL FOR

TRENCHES UNDER DRIVEWAYS SHALL EXTEND FIVE FEET BEYOND DRIVEWAY

LIMITS IN EACH DIRECTION.

12. ALL TRENCHES WITHIN THE CONSTRUCTION AREA SHALL BE BACKFILLED

ACCORDING TO THE APPROVED CONSTRUCTION DRAWINGS OR SECURELY

PLATED DURING NONWORKING HOURS. TRENCHES NOT PLATED OR BACKFILLED

SHALL BE PROTECTED AN ACCORDANCE WITH PENNDOT PUBLICATION 213

INCLUDING TEMPORARY BARRICADES OR BARRIER DURING NONWORKING

HOURS. CLEAN-UP SHALL FOLLOW CLOSELY BEHIND THE TRENCHING

OPERATION. REBAR WITH ORANGE PLASTIC FENCE OR PLASTIC BARRIER TAPE

ARE NOT ACCEPTABLE.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITION OF TRENCHES

AND OVERLYING PAVEMENT WITHIN THE CONSTRUCTION AREA AND UTILITY

EASEMENTS FOR A PERIOD OF ONE YEAR FROM THE FINAL ACCEPTANCE OF THE

WORK, AND SHALL MAKE ANY NECESSARY REPAIRS AT NO COST TO THE OWNER.

14. PAVEMENTS SHALL BE CUT, SAW-CUT IN NEAT, STRAIGHT LINES THE FULL DEPTH

OF THE EXISTING PAVEMENT, OR AS REQUIRED BY THE CONTRACTING OFFICER.

PAVEMENT REPAIR AND RESURFACING SHALL BE CONDUCTED PER THE DETAILS

SHOWN ON THE CONTRACT DRAWINGS.

15. STORAGE OF NEW MATERIALS, INCLUDING PIPE AND EQUIPMENT SHALL BE

WITHIN THE SPECIFIED CONTRACTOR STAGING AREA. ADDITIONAL STAGING

AREA SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

16. TRACKING OR SPILLING MUD, DIRT OR DEBRIS ON OWNER'S PAVEMENT,

SIDEWALK OR PATH IS PROHIBITED. ANY SUCH OCCURRENCE SHALL BE CLEANED

UP IMMEDIATELY BY THE CONTRACTOR AT NO COST TO THE OWNER. IF THE

CONTRACTOR FAILS TO REMOVE SAID MUD, DIRT, DEBRIS OR SPILLAGE, THE

OWNER RESERVES THE RIGHT TO ORDER ALL WORK TO BE STOPPED UNTIL SAID

MATERIAL IS REMOVED.

17. ALL EXCAVATED MATERIAL WITH THE EXCEPTION OF DELETERIOUS MATERIAL

SHALL STAY ON SITE TO BE USED AS BACKFILL MATERIAL. ALL EXCESS MATERIAL

NOT USED AS BACKFILL MATERIAL SHALL BE HAULED OFF SITE TO AN APPROVED

LOCATION.

18. CONTRACTOR SHALL BE REQUIRED TO PROVIDE PUMPING EQUIPMENT

NECESSARY TO ADEQUATELY DEWATER WORKING AREA AND COMPLETE WORK

ON TIME.

19. CONTRACTOR SHALL DEFINE THE LIMITS OF ANY WEAK SOILS ENCOUNTERED BY

PROOF ROLLING WHERE SOFT SUBGRADE IS ENCOUNTERED IN CUTS. DUE TO NO

FAULT OF THE CONTRACTOR AND SATISFACTORY COMPACTION CANNOT BE

OBTAINED, THE UNSTABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH

MATERIAL APPROVED BY THE ENGINEER. THE STABLE MATERIAL SHALL BE

PLACED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

20. CONTRACTOR TO PROVIDE THE CONTRACTING OFFICER (CO) WITH A LIST OF

MILLING AND/OR PAVING LOCATIONS ONE WEEK PRIOR TO MILLING AND/OR

PAVING OPERATIONS FOR THE CO'S USE IN CONTACTING THE BUILDING

MANAGERS, OCCUPANTS OF CONSTRUCTION IN THE AREA AND POSSIBLE FUMES

FROM THE OPERATIONS GETTING INTO THE HVAC SYSTEM.

21. CONTACT CONTRACTOR OFFICE TO COORDINATE AND VERIFY THAT AREAS TO BE

PAVED WILL NOT BE DISTURBED FOR PROPOSED WATER LINE WORK.

22. NO ROAD CLOSURES ALLOWED ON UTI WEEKENDS.

23. PROTECT ALL CURB BOXES, MANHOLES, WATER VALVES, AND OTHER EXISTING

FACILITIES FROM BEING PAVED OVER AND CLEAN OFF COMPLETELY AS

NECESSARY.

24. FOR PAVING OPERATIONS REMOVE, STORE, AND REINSTALL PLANTERS AND

BARRIERS WITHIN WORK AREAS. COORDINATE WITH THE CO FOR THE TIME AND

LOCATIONS OF TEMPORARY REMOVAL/PLACEMENT.

25. CONTRACTOR TO COORDINATE WITH CO AND ADD TEMPORARY SURFACE COVER

INSIDE BUILDING ENTRANCES AS ACCEPTED BY CO FOR BUILDINGS ADJACENT TO

ASPHALT OPERATIONS.

26. CO MUST WITNESS GEOGRID AND GLASSGRID, TACK COAT, AND REMOVAL OF

UNSUITABLE MATERIAL OPERATIONS.

27. INSPECTOR MUST BE PRESENT TO VERIFY SUBGRADE, SUBBASE, SUBGRADE

PROOFROLLING, AND PAVEMENT.

28. ANY TEMPORARY FENCING USED MUST INCLUDE A TOP RAIL AND FENCE POST

CAPABLE OF RESISTING A 35LB LOAD APPLIED IN ANY DIRECTION AND SHALL NOT

DEFLECT MORE THAN 10 INCHES.

29. ANY EXISTING UNDERDRAIN UNEARTHED DURING RECONSTRUCION MUST BE

REPLACED OR MAINTAINED TO FUNCTION.

30. ALL PAVEMENT OVERLAY AND RECONSTRUCTION SHALL BE GRADED TO DRAIN.

31. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT

EXISTING UTILITIES AND TO MAINTAIN UNINTERRUPTED SERVICE. ANY DAMAGE

INCURRED SHALL BE REPAIRED IMMEDIATELY TO THE SATISFACTION OF THE

CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE. NOTIFY THE

CONTRACTING OFFICER A MINIMUM OF 15 DAYS IN ADVANCE OF ANY UTILITY

OUTAGES

32. MAINTAIN CLEAR, COMPLETE AND SAFE ACCESS FOR GOVERNMENT PERSONNEL

AND CIVILIANS TO ALL BUILDINGS WITHIN OR ADJACENT TO THE PROJECT LIMITS.

33. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER THE

LOCATION OF THE STAGING AND STOCKPILE AREAS. THE CONTRACTOR SHALL

MAINTAIN THESE AREAS DURING CONSTRUCTION. AT THE COMPLETION OF THE

PROJECT, THE CONTRACTOR SHALL RESTORE THE STAGING AND STOCKPILE

AREAS TO PRE-CONSTRUCTION CONDITIONS. THE LOCATION OF THE STAGING

AND STOCKPILE AREAS SHALL BE FURTHER DEFINED AT THE

PRE-CONSTRUCTION MEETING.

34. THE CONTRACTOR IS RESPONSIBLE FOR UTILITY HOOK-UPS TO THE

CONSTRUCTION TRAILER(S).

35. THE CONTRACTOR IS TO LOCATE AND PROTECT ALL EXISTING STRUCTURES,

INCLUDING, BUT NOT LIMITED TO, ELECTRIC POLES, VALVE BOXES, HYDRANTS,

ETC. THE CONTRACTOR MUST MAINTAIN ACCESS TO ALL UTILITIES LOCATED

WITHIN THE PROJECT SITE.

36. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS WITH THE

PHONE COMPANY FOR TELEPHONE SERVICE. INDEPENDENT LANDLINE ACCESS IS

NOT AVAILABLE AT THE PROJECT SITE.

37. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND

MAINTAINING PORTABLE TOILETS FOR THE DURATION OF THE PROJECT.

PORTABLE TOILETS SHALL BE LOCATED WITHIN THE CONTRACTOR STAGING

AREA.

38. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT

EXISTING UTILITIES AND TO MAINTAIN UNINTERRUPTED SERVICE. ANY DAMAGE

INCURRED SHALL BE REPAIRED IMMEDIATELY TO THE SATISFACTION OF THE

CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE. NOTIFY THE

CONTRACTING OFFICER A MINIMUM OF 15 DAYS IN ADVANCE OF ANY UTILITY

OUTAGES.

39. MAINTAIN CLEAR, COMPLETE AND SAFE ACCESS FOR GOVERNMENT PERSONNEL

AND CIVILIANS TO ALL BUILDINGS WITHIN OR ADJACENT TO THE PROJECT LIMITS.

40. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER THE

LOCATION OF THE STAGING AND STOCKPILE AREAS. THE CONTRACTOR SHALL

MAINTAIN THESE AREAS DURING CONSTRUCTION. AT THE COMPLETION OF THE

PROJECT, THE CONTRACTOR SHALL RESTORE THE STAGING AND STOCKPILE

AREAS TO PRE-CONSTRUCTION CONDITIONS. THE LOCATION OF THE STAGING

AND STOCKPILE AREAS SHALL BE FURTHER DEFINED AT THE

PRE-CONSTRUCTION MEETING.

41. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR UTILITY HOOK-UPS TO THE

CONSTRUCTION TRAILER(S).

42. THE CONTRACTOR IS TO LOCATE AND PROTECT ALL EXISTING STRUCTURES,

INCLUDING, BUT NOT LIMITED TO, ELECTRIC POLES, VALVE BOXES, HYDRANTS,

ETC. THE CONTRACTOR MUST MAINTAIN ACCESS TO ALL UTILITIES LOCATED

WITHIN THE PROJECT SITE.

43. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS WITH THE

PHONE COMPANY FOR TELEPHONE SERVICE. INDEPENDENT LANDLINE ACCESS IS

NOT AVAILABLE AT THE PROJECT SITE.

44. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND

MAINTAINING PORTABLE TOILETS FOR THE DURATION OF THE PROJECT.

PORTABLE TOILETS SHALL BE LOCATED WITHIN THE CONTRACTOR STAGING

AREA.

45. CONTRACTOR MUST BE ESCORTED BY GOVERNMENT PERSONNEL WHILE WITHIN

THE RESTRICTED AREA. CONTRACTOR MUST CONTACT AND COORDINATE WITH

THE CONTRACTING OFFICER AT LEAST 3 DAYS PRIOR TO WORK WITHIN OR CLOSE

TO RESTRICTED AREA.

46. FOR PAVING OPERATIONS REMOVE, STORE, AND REINSTALL PLANTERS AND

BARRIERS WITHIN WORK AREAS. COORDINATE WITH THE CO FOR THE TIME AND

LOCATIONS OF TEMPORARY REMOVAL/PLACEMENT.

47. CONTRACTOR SHALL SUBMIT A SCHEDULE TO THE CONTRACTING OFFICER FOR

APPROVAL TWO WEEKS BEFORE PLANNED WORK FOR ALL AREAS SHOWN AND

NOT SHOWN IN THE PHASING PLAN. NO ROAD CLOSURES ARE ALLOWED ON UTA

WEEKENDS.

48. MILL AND OVERLAY OPERATIONS MUST BE DONE AFTER FULL DEPTH

CONSTRUCTION.

49. ALL TRAFFIC CONTROL LAYOUTS AND DEVICES MUST BE IN ACCORDANCE WITH

PENNDOT PUBLICATION 213 (PUB 213).

50. CONTRACTOR SHALL TURN IN TRUCK WEIGHT SLIPS FOR ALL MATERIAL LEAVING

THE BASE.

VEGETATION LINE

GAS LINE

PRIMARY UNDERGROUND ELECTRIC LINE

WATER LINE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

BOLLARD

SIGN

GUY WIRE

UTILITY POLE

GAS VALVE

SAN. CLEANOUT

TRAVERSE STATION

TREE

EXISTING MAJOR CONTOUR

FIRE HYDRANT

LIGHT POLE

SANITARY SEWER

STORM DRAIN

UNDERGROUND COMMUNICATIONS

GUIDE RAIL

EXISTING MINOR CONTOUR

MAJOR CONTOUR

MINOR CONTOUR

FENCE LINE

INLET/CATCH BASIN

PAD MOUNTED SWITCH GEAR

ABBREVIATIONSLEGEND

ELECTRICAL POLE

TYPICAL NUMBER IDENTIFIER

SECONDARY UNDERGROUND ELECTRIC LINE

PRIMARY OVERHEAD ELECTRIC LINE

OVERHEAD ELECTRICAL POLE LINE

COAXIAL LINES

WATER VALVE AND CURB BOX

METERING PIT

BOX DRAIN

PLUG

CLEAN OUT

HEADWALL

FLOW ARROW

NODES

HYDRANT

POST INDICATOR VALVE

OIL WATER SEPARATOR

ACID NEUTRALIZING SUMP

GRIT CHAMBER

CREEK

HOT WATER LINE

EXISTING STEEL PIPE

PE GAS LINE (INSERTED)

PRESSURE REGULATOR

PUMP

UNLEADED GAS & DIESEL

SERVICE STATION TANKS

MANHOLE-COMUNICATION

HAND HOLE

DUQUESNE LIGHT POWER POLE

PAD MOUNTED TRANSFORMER

TRANSFORMER/TRANSFORMER BANK

APRON LIGHTING

SOLID DISCONNECT

GENERATOR

BASE POWER POLE

REGULATOR

SWITCH

TAP BOX

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SAFETY

FIRE

ENVIRONMENTAL ENG.

BIO ENVIRONMENTAL

COMMUNICATIONS

USING AGENCY

CHIEF CE OPERATIONS

DATE

REV. NO. DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT BASE CIVIL ENG. DRAWING NO. PLATE

PROJECT NOS: DATE: SCALE:

SHEET OF

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

FOR OFFICIAL USE ONLY

ISSUE FOR CONSTRUCTION

BY

SANITARY MANHOLE

STORM WATER MANHOLE

TRAFFIC CONTROL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE AND

PROTECTION OF TRAFFIC DURING HOURS OF CONSTRUCTION AND AT

ALL OTHER TIMES IN ACCORDANCE WITH PENNDOT PUBLICATION 213

AND ALL OTHER APPLICABLE REQUIREMENTS. COORDINATE WITH

CONSTRUCTION OFFICER FOR APPROVAL.

2. ALL TRENCH EXCAVATIONS THAT CROSS ROADS MUST BE DONE

WHILE MAINTAINING ONE LANE TRAFFIC ON ROADWAY.

3. WHEN ANY ROAD IS LIMITED TO ONE WAY TRAFFIC PROVIDE 2

FLAGGERS DEDICATED TO CONTROLLING TRAFFIC THROUGH THE

AREA.

4. PROVIDE STEEL ROAD PLATES FOR ALLOWING TRAFFIC TO CROSS

OPEN TRENCHES.

5. OPEN ALL ROADWAYS TO TWO WAY TRAFFIC AT END OF EACH WORK

DAY AND WHEN NOT WORKING FOR EXTENDED PERIODS OF TIME,

UNLESS DETOUR ROUTE IS ESTABLISHED.

6. PROVIDE TEMPORARY POST MOUNTED CONSTRUCTION SIGNS

WARNING VEHICLES OF “CONSTRUCTION AHEAD” LOCATED

APPROXIMATELY 500 FT BEFORE CONSTRUCTION AREA IN BOTH

DIRECTIONS. SIGNS TO BE TAKEN DOWN AFTER WORK HOURS.

7. TRAFFIC DELINEATORS, ROADWAY BARRICADES, AND OTHER TRAFFIC

CONTROL DEVICES TO BE PROVIDED AS NEEDED TO PROTECT

VEHICLES AND PEDESTRIANS MOVING THROUGH THE WORK AREA.

GENERAL PROJECT NOTES:

1. THE CONTRACTOR SHALL COMPLY WITH ALL 911TH AIRLIFT WING BASE

SAFETY REGULATIONS, AFOSH AND OSHA SAFETY AND HEALTH

STANDARDS LATEST EDITIONS.

2. CONTRACTOR'S PERSONNEL WORKING ON BASE TO HAVE BASE

IDENTIFICATION BASE OR BE ESCORTED 100% OF TIME BY PERSONNEL

WHO IS ALREADY CLEARED AND HAS BASE BADGE.

3. ALL BIDDERS: THE GENERAL CONTRACTOR AND ALL MAJOR

SUBCONTRACTORS ARE HIGHLY ENCOURAGED TO VISIT THE SITE TO

FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS UNDER

WHICH THE WORK IS TO BE PERFORMED.

4. IT SHALL BE THE DUTY OF THE CONTRACTOR TO VERIFY ALL

LOCATIONS, ELEVATIONS, GRADES DIMENSIONS AND CONDITIONS

GIVEN ON THE DRAWINGS AND TO REPORT TO THE CONTRACTING

OFFICER ANY ERROR OR INCONSISTENCY WITH THE ACTUAL

CIRCUMSTANCES IN THE FIELD BEFORE COMMENCING WORK.

5. RESTORE ASPHALT AND CONCRETE PAVEMENTS ACCORDING TO

DETAILS PROVIDED.

6. REPLACE PAVEMENT MARKINGS DISTURBED AT ROADWAY

CROSSINGS.

7. ALL DISTURBED AREAS ARE TO BE RESTORED TO A CONDITION EQUAL

TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION.

THIS INCLUDES BUT IS NOT LIMITED TO RESTORATION OF LAWN

AREAS, REPLACEMENT OF SHRUBS, AND TREES WITH LIKE SIZED

PLANTS.

8. COORDINATE WITH THE CONTRACTING OFFICER THE TEMPORARY

LOCATION OF CONSTRUCTION DUMPSTERS, LAYDOWN AREAS, AND

OFFICE TRAILERS.

9. CONTRACTOR TO VERIFY EXISTING CONDITIONS BEFORE ORDERING

NEW MATERIALS. THIS INCLUDES BUT IS NOT LIMITED TO UNCOVERING

EXISTING PIPING TO VERIFY MATERIAL TYPES AND SIZES.

10. ALL APPLICABLE PLANTS, MATERIALS, WORK, AND WORKMANSHIP

SHALL CONFORM TO THE SPECIFICATIONS WITH THE LATEST REVISION

OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION

SPECIFICATIONS (PUBLICATION 408). NONE OF THE PAYMENT

CLAUSES OR PARAGRAPHS IN ANY OF THE PENN DOT SECTIONS WILL

BE UTILIZED. ALL OTHER PLANTS, MATERIALS, AND WORKMANSHIP

SHALL CONFORM TO THE APPLICABLE NATIONAL SPECIFICATIONS,

STANDARDS, OR MANUFACTURERS SPECIFICATIONS AND

INSTRUCTIONS THAT ADDRESS THAT SPECIFIC WORK.

MANUFACTURER'S RECOMMENDATIONS AND/OR REQUIREMENTS, IF

MORE STRINGENT THAN THE SPECIFICATIONS AND DRAWINGS, SHALL

BE FOLLOWED AT NO ADDITIONAL COST TO THE GOVERNMENT.

11. NO RECYCLED ASPHALT SHINGLE PRODUCTS SHALL BE PERMITTED.

12. USE PAVEMENT DESIGN CRITERIA AND PROCEDURES RECOGNIZED BY

THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION FOR ROADS

AND PARKING. WHEN STATE DESIGN CRITERIA AND PROCEDURES ARE

USED, THE ENTIRE PAVEMENT SECTION MUST CONFORM IN EVERY

DETAIL TO THE APPLICABLE STATE CRITERIA AND MATERIALS MUST

CONFORM THE PENNDOT MATERIAL SPECIFICATIONS.

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OS

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AN

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ST

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BDK

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AS NOTED

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NOTES, LEGEND & ABBREVIATIONS

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911TH AIR LIFT WING

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JLSS 24-9991A

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GTP 850-078

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17 APR 2024

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MAINTAIN BASE ROADS & PAVEMENT

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SECURITY

SAFETY

FIRE

ENVIRONMENTAL ENG.

BIO ENVIRONMENTAL

COMMUNICATIONS

USING AGENCY

CHIEF CE OPERATIONS

DATE

REV. NO. DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT BASE CIVIL ENG. DRAWING NO. PLATE

PROJECT NOS: DATE: SCALE:

SHEET OF

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

FOR OFFICIAL USE ONLY

ISSUE FOR CONSTRUCTION

BY

DETAIL B

DETAIL C

DETAIL A

DETAIL F

DETAIL G

DETAIL D

DETAIL H

AutoCAD SHX Text LEGEND SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING WEARING COURSE, PG 64-22, 3 TO < 10 MILLION ESALS, 12.5 MM MIX, 2 " DEPTH, SRL-E 12" DEPTH, SRL-E SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BINDER COURSE, PG 64-22, 3 TO < 10 MILLION ESALS, 19.0 MM MIX, 4" DEPTH BITUMINOUS TACK COAT (BETWEEN ASPHALT PAVEMENT COURSES) SUBBASE (NO. 2A) SUBGRADE

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1. MILL 2 " PER THE DETAIL BELOW 12" PER THE DETAIL BELOW 2. OVERLAY 2 " PER THE DETAIL BELOW 12" PER THE DETAIL BELOW 3. RESTRIPE TO MATCH EXISTING 4. SEE GENERAL NOTES, SHEET G003, FOR ADDITIONAL REQUIREMENTS.

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EXISTING BASE

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SCOPE OF WORK:

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2 " MIN BITUMINOUS 12" MIN BITUMINOUS WEARING COURSE

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NEW WEARING COURSE

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NEW BINDER COURSE

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EXISTING SUBBASE

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EXISTING BASE COURSE

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PAVEMENT

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EXISTING

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COURSE

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WEARING

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LIMITS OF

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EXISTING

AutoCAD SHX Text NOTES: 1. SAWCUT ALL JOINTS VERTICAL AND NEAT. SAWCUT ALL JOINTS VERTICAL AND NEAT. 2. PLACE TACK COAT ON EXISTING SAWCUT PLACE TACK COAT ON EXISTING SAWCUT BITUMINOUS SURFACES AND EXISTING BASE. 3. APPLY SEALER MATERIAL ALONG JOINT APPLY SEALER MATERIAL ALONG JOINT BETWEEN EXISTING AND NEW BITUMINOUS WEARING SURFACES.

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MILL AND

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OVERLAY

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OVERLAY

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%%UON BITUMINOUS PAVEMENTS

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%%UELEVATION

AutoCAD SHX Text NOTES 1. PREPARE EXPOSED VERTICAL AND HORIZONTAL PREPARE EXPOSED VERTICAL AND HORIZONTAL SURFACES AS PER PUBLICATION 408, SECTION 409.3(k).

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PLAN VIEW TANGENT SECTION

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%%UOVERLAY TRANSITION WITH PAVING NOTCH

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ORIGINAL PAVEMENT

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ORIGINAL PAVEMENT

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EXISTING PAVEMENT

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AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BINDER COURSE, 4 " DEPTH (MINIMUM)" DEPTH (MINIMUM)

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MILLING OF BITUMINOUS OR CONCRETE PAVEMENT SURFACE, VARIABLE DEPTH

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BITUMINOUS TACK COAT, 0.1 GAL/SY (TECHNICAL SPECIFICATION SECTION 460)

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ASPHALT MILL & OVERLAY

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NTS

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FULL DEPTH PAVEMENT RECONSTRUCTION

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NTS

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BITUMINOUS PAVEMENT MILL & OVERLAY TERMINATION

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NTS

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NTS

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OVERLAY TRANSITIONS

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NTS

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MILL EXISTING ASPHALT PAVEMENT, 2 " DEPTH12" DEPTH

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EXISTING SOUND BASE TO REMAIN,

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EXISTING SOUND BASE TO REMAIN, TYP.

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SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, 2" DEPTH (MINIMUM)

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* TO BE USED BETWEEN EXISTING AND BUILDUP MILL AND OVERLAY AREA

AutoCAD SHX Text NOTES: 1. CONCRETE PAVING WORK AND MATERIALS TO BE CONCRETE PAVING WORK AND MATERIALS TO BE AS SPECIFIED. 2. ASPHALT PAVING WORK AND MATERIALS TO BE ASPHALT PAVING WORK AND MATERIALS TO BE AS SPECIFIED.

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SCARIFY AND COMPACT IN ACCORDANCE WITH PENNDOT PUB 408, SECTION 210

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TENSAR GEOGRID TX160 FABRIC OR APPROVED EQUAL PLACEMENT PER MANUFACTURER DETAIL

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BDK

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AS NOTED

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DETAILS PLAN

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911TH AIR LIFT WING

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6'-0" MIN.

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(SPACING) 12" MIN., 60" MAX.

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EDGE OF ROAD

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EDGE OF ROAD

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(OPTIONAL) WHITE PEDESTRIAN CROSSWALK LINE 6" MIN., 24" MAX. (TYP.)

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STANDARD CROSSWALK MARKING

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NTS

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CONCRETE TO ASPHALT TRANSITIONS

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NTS

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EXISTING SUBBASE

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EXISTING BASE COURSE

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BITUMINOUS TACK COAT, 0.1 GAL/SY (TECHNICAL SPECIFICATION SECTION 460)

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CONCRETE

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EXISTING

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EXISTING 2 " ASPHALT 12" ASPHALT BINDING COURSE

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NEW 2 " ASPHALT 12" ASPHALT WEARING COURSE

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JLSS 24-9991A

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GTP 850-078

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17 APR 2024

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MAINTAIN BASE ROADS & PAVEMENT

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LEB