23094-Cover Sheet(Halfsize).pdf

SHENANDOAH VALLEY REGIONAL

FOR THE

MAY 2026

SHENANDOAH VALLEY REGIONAL AIRPORT

WEYERS CAVE, VIRGINIA

AIRPORT COMMISSION

AVIATION TECH PARK - PHASE II -

BID PACKAGE 1

VICINITY MAP

VALLEY

SHENANDOAH

CHARLOTTESVILLE

REGIONAL

o29SKYLIN E

64p

STAUNTON

WEYERS

CAVE

WAYNESBORO

HARRISONBURG

81p

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E

11o

AIRPORT

SCALE MILES

13 0 13 26

1"=13 MILES (APPROX.)

33o

33o p64

64p

29o

250o

PROJECT INFORMATION

ZONING:

MAGISTERIAL DISTRICT: MIDDLE RIVER

COUNTY & STATE: AUGUSTA, VIRGINIA

AB

OWNER:

AIRPORT COMMISSION

ADDRESS:

PHONE NO:

WEYERS CAVE, VIRGINIA 24486

SHENANDOAH VALLEY REGIONAL

P.O. BOX 125

(504) 234-8304

PARCEL NO: 028 79A

TAX MAP: 28

AUGUSTA COUNTY PROJECT NO.

AUGUSTA COUNTY PLAN APPROVAL DATE:

COUNTY APPROVAL

SIGNATURE

NAME (PRINTED)

DATE

TITLE

COUNTY SUBMISSION RECORD

SUBMISSION NO. DATE

COUNTY REVIEW SET #1 - INITIAL SUBMISSION 3/26/2026

AUGUSTA WATER NOTES:

1. THERE IS NOT A PROPOSED EXTENSION OF WATER OR SANITARY SEWER

UTILITIES WITH THIS PROJECT.

ACSA STANDARD NOTES AND REQUIREMENTS:

i. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORITY INSPECTORS. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING

DEPARTMENT AT 540-245-5670 AT LEAST 48 HOURS PRIOR TO THE START OF ANY WATER AND SEWER UTILITY WORK. FAILURE TO COMPLY OR PROPERLY NOTIFY MAY RESULT IN ADDITIONAL WORK BY THE CONTRACTOR IN ORDER TO PERMIT THE NECESSARY

INSPECTION AND /OR DISCONNECTION FROM THE SYSTEM.

ALL MAINLINE TAPS, VALVE OPERATION, OPENING OF HYDRANTS, MANHOLE CORING, ETC. SHALL BE DONE BY AUTHORITY

PERSONNEL OR WITH THE AUTHORITY INSPECTORS PRESENT.

ii. THE CONTRACTOR SHALL BE FAMILIAR WITH AUTHORITY OPPM POLICY 10.6 PLAN REVIEW AND PROJECT CCEPTANCES FOR WATER AND SEWER SERVICES. THIS POLICY CONTAINS SPECIFIC REQUIREMENTS THAT MUST BE MET BEFORE THE AUTHORITY WILL

PROVIDE WATER AND/OR SANITARY SEWER SERVICE.

iii. FOR DEDICATED FACILITIES SUCH AS TANKS, PUMP STATIONS, BOOSTER STATIONS, ETC., THE AUTHORITY WILL REQUIRE THE

FOLLOWING (DESIGN/CONSTRUCTION):

- THAT ALL SAFETY DEVICES, EQUIPMENT, AND ANY SPECIALIZED PERSONAL PROTECTIVE EQUIPMENT NEEDED FOR THE

FACILITY ARE INCLUDED/PROVIDED WITH THE PROJECT DESIGN AND CONSTRUCTION.

- EVALUATION OF ALL PROPOSED DEVICES, EQUIPMENT, AND SPECIALIZED PERSONAL PROTECTIVE EQUIPMENT AGAINST THE APPROVED PRODUCTS LIST AND/OR POLICY REQUIREMENTS. CLIMBING SAFETY SYSTEMS MUST BE CERTIFIED BY A QUALIFIED

ENGINEER AT THE EXPENSE OF THE CONTRACTOR/OWNER/DEVELOPER.

- THE REQUIREMENTS UNDER SECTION 01110 - GENERAL REQUIREMENTS PERTAINING TO SUBMITTALS SHALL APPLY TO ALL

SAFETY EQUIPMENT.

THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE FACILITIES FOR SAFE ACCESS TO THE WORK BY AUTHORITY EMPLOYEES, AS

NEEDED.

iv. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR ALL JOB SITE SAFETY AND ASSURANCE THAT ALL REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), DEPARTMENT OF LABOR AND INDUSTRY (DOLI), AND THE CURRENT BUILDING CODE ARE MAINTAINED. HOWEVER, IN THE EVENT THAT AN AUTHORITY ENGINEERING TECHNICIAN OBSERVES CONDITIONS THAT COULD ENDANGER LIFE/LIMB OF ANY PERSON ON THE JOB, THE TECHNICIAN WILL IMMEDIATELY NOTIFY THE JOB SITE SUPERINTENDENT/FOREMAN AND THE AUTHORITY ENGINEERING AND ADMINISTRATION OFFICES. IF A JOBSITE SAFETY ISSUE IS CONFIRMED BY THE SUPERINTENDENT/FOREMAN/AUTHORITY AND THE SITUATION CONTINUES THE AUTHORITY MAY

CONTACT OSHA.

ON-SITE AUTHORITY STAFF WILL REQUIRE A PRECONSTRUCTION SAFETY PLAN BE SUBMITTED FOR REVIEW AT LEAST 48 HOURS PRIOR TO ANY WORK INVOLVING AUTHORITY OWNED FACILITIES REQUIRING CONFINED SPACE ENTRY AND/OR WORKING AT HEIGHTS IN EXCESS OF 6 FEET FOR NEW CONSTRUCTION AND AT HEIGHTS IN EXCESS OF 4 FEET FOR MAINTENANCE OF EXISTING FACILITIES. THE PLAN MUST BE PREPARED BY A COMPETENT PERSON, AS DEFINED BY OSHA/DOLI, AND THE EMPLOYEES PERFORMING THE WORK MUST HAVE PROPER TRAINING. ADDITIONALLY, THE CONTRACTOR SHALL PROVIDE A PLAN PREPARED BY AN ENGINEER OR COMPETENT PERSON (IN ACCORDANCE WITH OSHA REQUIREMENTS) FOR ANY TRENCHING ACTIVITIES REQUIRING ENGINEERED SHORING, OR WHERE OTHER HAZARDS SUCH AS TRENCHING WITH WATER ACCUMULATION OR

TRENCHING WHERE ADJOINING BUILDING/STRUCTURES ARE ENDANGERED BY THE EXCAVATION.

v. ALL EXISTING UTILITIES ADJACENT TO THE PROPOSED WORK MAY NOT BE AS SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY LOCATED. THE CONTRACTOR SHALL CONTACT MISS UTILITY AT 811 OR 800-522-7001 TO HAVE UNDERGROUND UTILITIES MARKED IN ACCORDANCE WITH VIRGINIA'S UNDERGROUND UTILITY DAMAGE PREVENTION ACT.

vi. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE MOST CURRENT VERSION OF THESE DESIGN AND CONSTRUCTION

STANDARDS.

vii. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE UNLESS

OTHERWISE APPROVED. THIS INCLUDES ALL FIRE HYDRANT LINES AND SERVICE LATERALS.

viii. A MINIMUM VERTICAL SEPARATION OF 3.5 FEET IS REQUIRED BETWEEN WATER LINE AND STORM SEWER CULVERTS. WHEN THE 3.5 FOOT MINIMUM SEPARATION CANNOT BE ACHIEVED AND WHERE FREEZING IS A POSSIBILITY THE WATER LINE SHALL BE ENCASED IN CONCRETE AND INSULATED AS APPROVED BY THE AUTHORITY. CONCRETE ENCASEMENT AND INSULATION SHALL EXTEND A MINIMUM OF 5 FEET BEYOND THE CENTERLINE OF THE CULVERT IN BOTH DIRECTIONS OR 5 FEET BEYOND ENDS OF CULVERT

WHEN PARALLEL.

ix. CONTRACTOR SHALL PROVIDE CERTIFICATION THAT PROPER COMPACTION HAS BEEN OBTAINED FOR ALL FILL MATERIAL UNDER WATER AND SEWER LINES AND APPURTENANCES IN ACCORDANCE WITH THE CONSTRUCTION STANDARDS. ADDITIONAL COMPACTION CERTIFICATION MAY BE REQUIRED FOR ALL BACKFILL MATERIAL PLACED OVER WATERLINES AND SEWER LINES AND APPURTENANCES AS DEEMED NECESSARY BY THE AUTHORITY WHERE POOR SOIL CONDITIONS ARE IDENTIFIED. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST OR ENGINEER AND STATE THE EXACT AREA TO WHICH THE CERTIFICATION APPLIES. TESTING SHALL BE IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION STANDARDS. TESTING

SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE.

x. VALVES ON DEAD-END LINES SHALL BE RESTRAINED IN ACCORDANCE WITH APPLICABLE STANDARD DETAILS.

xi. WATER LINES SHALL NOT BE PLACED WITHIN 30 HORIZONTAL FEET OF EXISTING OR PROPOSED SANITARY DRAIN FIELDS AND SEPTIC TANKS. WATER OR SEWER LINES SHALL NOT BE PLACED WITHIN 30 HORIZONTAL FEET OF EXISTING OR PROPOSED

UNDERGROUND STORAGE TANKS.

xii. JOINT RESTRAINT SHALL BE PROVIDED FOR ALL BENDS, TEES, DEAD END LINES, AND STUBOUTS, IN ACCORDANCE WITH THE

APPLICABLE STANDARD DETAILS.

xiii. WHEN LOCATED IN VDOT RIGHTS-OF-WAY FIRE HYDRANTS AND ALL OTHER APPURTENANCES SHALL BE LOCATED BEHIND THE

DITCH LINE.

xiv. CONTRACTOR SHALL MAINTAIN WATER AND SEWER SERVICE TO ALL EXISTING CUSTOMERS THROUGHOUT CONSTRUCTION. THIS

MAY REQUIRE TEMPORARY LINES, CONNECTIONS, AND/OR PUMPING.

THE RESPONSIBLE LAND DISTURBER SHALL BE THE ENGINEER OF RECORD FOR THE

PURPOSES OF PLAN APPROVAL ONLY. THE CONTRACTOR SHALL DESIGNATE A QUALIFIED

RESPONSIBLE LAND DISTURBER UPON AWARD OF CONTRACT.

AIG NO. 3-51-0049-053-2025 (DESIGN)

DELTA PROJECT NO. 23094

AIG NO. 3-51-0049-(PENDING) (CONSTRUCTION)

AS-BID

FOR BIDDING PURPOSES

DO NOT USE FOR CONSTRUCTION

CONFORMED DOCUMENTS WILL BE

ISSUED SEPARATELY FOR CONSTRUCTION

MAY 2026

NO. REVISIONS BY APP. DATE

CONSULTANTS, INC.

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DELTA AIRPORT

JOB NO.

SHEET

DATE:SCALE:

DESIGNED BY:

DRAWN BY:

OF

w w w . d e l t a a i r p o r t . c o m

2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301

AVIATION TECH PARK - PHASE II - BP 1

COVER SHEET

SHENANDOAH VALLEY REGIONAL AIRPORT

3-51-0049-053-2025 23094

ELS

NCS/LMH

MAY 2026

NONE

AIG NO.

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Lic. No. 034088

DOUGLAS E. SANDER

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Lic. No. 066624

NOAH C. SCHUSTER

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SHEET INDEX

SHEET # TITLE

1 COVER SHEET

2 LAND USE ZONING MAP

3 GENERAL LAYOUT

4 PROJECT NOTES

5 PHASING LAYOUT - PHASE 1

6 PHASING LAYOUT - PHASE 2

7 PHASING LAYOUT - PHASE 2

8 PHASING NOTES

9 PHASING DETAILS

10 CONSTRUCTION NOTES

11 EXISTING CONDITIONS - OVERALL

12 DEMOLITION PLAN - ALTERNATE 1

13 DEMOLITION PLAN - ALTERNATE 2

14 DEMOLITION PLAN

15 DEMOLITION PLAN

16 GEOMETRIC LAYOUT

17 GEOMETRIC LAYOUT

18 GEOMETRIC LAYOUT

19 GRADING & DRAINAGE

20 GRADING & DRAINAGE

21 GRADING & DRAINAGE

22 EROSION & SEDIMENT CONTROL LAYOUT

23 EROSION & SEDIMENT CONTROL LAYOUT

24 EROSION & SEDIMENT CONTROL LAYOUT

25 EROSION & SEDIMENT CONTROL NOTES

26 EROSION & SEDIMENT CONTROL DETAILS

27 EROSION & SEDIMENT CONTROL DETAILS

28 EROSION & SEDIMENT CONTROL DETAILS

29 TYPICAL SECTIONS

30 PAVING DETAILS

31 PORTLAND CEMENT CONCRETE PAVEMENT JOINT LAYOUT

32 CCP JOINT & PAVEMENT NOTES & DETAILS

33 CCP JOINT & PAVEMENT DETAILS

34 DRAINAGE DETAILS

35 FENCE LAYOUT

36 FENCE LAYOUT

37 FENCE GATE & SIGN SCHEDULE

38 FENCE DETAILS

39 FENCE NOTES & DETAILS

40 MARKING LAYOUT - ALTERNATE 1

41 MARKING LAYOUT - ALTERNATE 2

42 MARKING LAYOUT

43 MARKING DETAILS

44 MARKING NOTES & DETAILS

45 ELECTRICAL LAYOUT

46 ELECTRICAL LAYOUT

47 ELECTRICAL NOTES

48 DUCT BANK & TRENCH DETAILS

49 LIGHT FIXTURE DETAILS

50 ELECTRICAL DETAILS

51 CENTERLINE PROFILES

52 CENTERLINE PROFILES

53 CENTERLINE PROFILES

54 DRAINAGE PROFILES

55 CROSS SECTIONS - SERVICE ROAD BASELINE

56 CROSS SECTIONS - SERVICE ROAD BASELINE

57 CROSS SECTIONS - AIR CARRIER APRON BASELINE

58 CROSS SECTIONS - AIR CARRIER APRON BASELINE

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