2025-005 LYNCHBURG REGIONAL AIRPORT GENERATOR UPGRADE DRAWINGS.pdf

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RS&H PROJECT NUMBER: 20220047.002

LYNCHBURG REGIONAL AIRPORT - LYH

GENERATOR UPGRADE - CIVIL PACKAGE

Reynolds Smith and Hills, Inc.

2600 PARK TOWER DRIVE, SUITE 101

VIENNA, VA 22180

703-207-4791 www.rsandh.com

VICINITY MAP

SCALE 1" = 400'

LOCATION MAP

N.T.S.

CITY OF LYNCHBURG, VIRGINIA

ABBREVIATIONS

ABC - AGGREGATE BASE COURSE

AC/ACP - ASPHALTIC CONCRETE PAVEMENT

ACI - AMERICAN CONCRETE INSTITUTE

ADG - AIRPLANE DESIGN GROUP

AIP - AIRPORT IMPROVEMENT PROGRAM

AOA - AIRCRAFT OPERATIONS AREA

APPROX. - APPROXIMATE

ASIG - AIRCRAFT SERVICE INTERNATIONAL GROUP

ASR- AIRPORT SURVEILLANCE RADAR

ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS

ATCT - AIR TRAFFIC CONTROL TOWER

BLDG - BUILDING

BO - BOTTOM OF

B.O.B. - BOTTOM OF BANK

BOP - BOTTOM OF PIPE

BOD - BOTTOM OF DUCT

BODWP - BOTTOM OF DOUBLE WALL PIPE

BOTT. - BOTTOM

CL/C- CENTERLINE

C - CONDUIT

CBR - CALIFORNIA BEARING RATIO

CLR - CLEARANCE

COM - COMMUNICATION

CONC - CONCRETE

CONN - CONNECTION

CONT - CONTINUOUS

CS - CARBON STEEL

CSSO - CONTRACTOR SAFETY AND SECURITY OFFICER

DBL - DOUBLE

DETL - DETAIL

DIP - DUCTILE IRON PIPE

DIA - DIAMETER

DIAG. - DIAGONAL

DWG - DRAWING

E - EASTING

EA - EACH

EG - EXISTING GROUND

EL/ELEV - ELEVATION

ELEC - ELECTRICAL

ELL - ELBOW

EOP - EDGE OF PAVEMENT

EX/EXST/EXIST - EXISTING

FAA - FEDERAL AVIATION ADMINISTRATION

FH - FIRE HYDRANT

FO - FIBER OPTIC

FOD - FOREIGN OBJECT DEBRIS

FAR - FEDERAL AVIATION REGULATIONS

GALV - GALVANIZED

GND. - GROUND

GNE - GROUNDWATER NOT ENCOUNTERED

GRS - GALVANIZED RIGID STEEL

GSE - GROUND SERVICE EQUIPMENT

GV - GAS VALVE

GWL - GROUND WATER LEVEL

HORT - HORIZONTAL

HP - HYDRANT PIT

HPV - HIGH POINT VENT

ID - IDENTIFICATION

I.D. - INNER DIAMETER

IE/INV - INVERT ELEVATION / INVERT

I.F. - INSULATING FLANGE

ISO - ISOLATION

IVP - ISOLATION VALVE PIT

KIP - 1,000 LBS

L - LIGHTING

LB - POUND

LEO - LAW ENFORCEMENT OFFICER

LF - LINEAR FEET

LOD - LIMITS OF GRADING

LPD - LOW POINT DRAIN

LT - LEFT

MAX - MAXIMUM

MECH - MECHANICAL

MH - MANHOLE

MIN - MINIMUM

MON - MONITORING (WELL)

MSL - MEAN SEA LEVEL

N - NORTHING OR NO. OF BLOWS

NAD - NORTH AMERICAN DATUM

NAVAIDS - NAVIGATIONAL AIDS

NGVD - NATIONAL GEODETIC VERTICAL DATUM

NO - NUMBER

NOTAM - NOTICE TO AIRMEN

NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION

SYSTEM

NTP - NOTICE TO PROCEED

NTS - NOT TO SCALE

OC - ON CENTER

OD - OUTER DIAMETER

OFA - OBJECT FREE AREA

O/S - OUTSIDE

OZ - OUNCE

PAPI - PRECISION APPROACH PATH INDICATOR SYSTEM

PAVT - PAVEMENT

PC - POINT OF CURVATURE

PCC - PORTLAND CEMENT CONCRETE

PCSM - POST CONSTRUCTION STORMWATER MANAGEMENT

PLAN

PERF - PERFORATED

PF - PLIDCO FLANGE

PG - PRESSURE GAUGE

PG - PROPOSED GRADE

PK - PEAK

PKG - PARKING

PS - PIPE SUPPORT

PSF - POUNDS PER SQUARE FOOT

PSI - POUNDS PER SQUARE INCH

PT - POINT OF TANGENCY

PVC - POLYVINYL CHLORIDE

PVI - POINT OF VERTICAL INTERSECTION

RCP - REINFORCED CONCRETE PIPE

RED - REDUCER

REF - REFERENCE

REIL - RUNWAY END IDENTIFIER LIGHT SYSTEM

REINF - REINFORCED

REQ/REQ'D - REQUIRED

RF - RAISED FACE

RIM - RIM ELEVATION

RLD - RESPONSIBLE LAND DISTURBER

ROFZ - RUNWAY OBJECT FREE ZONE

RPR - RESIDENT PROJECT REPRESENTATIVE

RPZ - RUNWAY PROTECTION ZONE

RSA - RUNWAY SAFETY AREA

RT - RIGHT

RW - RUNWAY

S/SAN - SANITARY

SC - SECONDARY CONTAINMENT

SCH/SCHED - SCHEDULE

SD - STORM DRAIN

SIDA - SECURITY IDENTIFICATION DISPLAY AREA

SF - SQUARE FOOT

SF/GAL - SQUARE FEET PER GALLON

SPT - STANDARD PENETRATION TEST

SS - STAINLESS STEEL

STA - STATION

STD - STANDARD

STL - STEEL

STRUCT - STRUCTURE

SW - SINGLE WALL

TBR - TO BE REMOVED

TDZ - TOUCHDOWN ZONE

TEL - TELEPHONE

TEMP - TEMPORARY

THD - THREADED

THK - THICK

T/L - TAXILANE

T.O. - TOP OF

T.O.B. - TOP OF BANK

TOC - TOP OF CONCRETE

TOD - TOP OF DUCT

TOFA - TAXIWAY OBJECT FREE AREA

TSA - TAXIWAY SAFETY AREA

T/W - TAXIWAY

TYP - TYPICAL

UD - UNDERDRAIN

UG - UNDERGROUND

UMH - UNIDENTIFIED MANHOLE

U.N.O. - UNLESS NOTED OTHERWISE

VAC - VACUUM

VDOT - VIRGINIA DEPARTMENT OF TRANSPORTATION

VERT - VERTICAL

W - WATER

WTR - WATER

W/ - WITH

WM - WATER MAIN

WP - WEATHER PROOF

WV - WATER VALVE

JANUARY 11, 2024

BID SET

BID SET DESIGN DRAWINGS

LYH

LYNCHBURG

REGIONAL

AIPORT

PROJECT

SITE

QUANTITY SUMMARY SHEET INDEX

DRAWING

NUMBER SHEET # DESCRIPTION

G001 1 TITLE SHEET

G002 2 SUMMARY OF QUANTITIES AND SHEET INDEX

G003 3 SITE PLAN

G004 4

CONSTRUCTION SAFETY AND PHASING PLANG005 5

G006 6 G007 7 G008 8 G009

CONSTRUCTION SAFETY AND PHASING DETAILS

CONSTRUCTION SAFETY AND PHASING NOTES

EROSION AND SEDIMENT CONTROL PLAN

Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc.Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

KEY PLAN:

BID SET

LSB/GNH

CCA

NO. DESCRIPTION DATE

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

© 2021 RS&H, INC.

01/11/2024

RSY

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

703-549-2472 Fax 703-549-2582

909 N. Washington Street, Suite 330 Alexandria, Virginia 22314 www.rsandh.com Alexandria VA - Virginia Registration No.

0411-000594

EROSION AND SEDIMENT CONTROL DETAILS

GRADING PLAN

GOO2

SUMMARY OF

QUANTITIES

AND SHEET

INDEX

STRUCTURAL NOTES, FOUNDATION PLAN, SECTIONS AND DETAILS

SPEC

REFERENCE WORK ITEM DESCRIPTION

P-101-5.1 PAVEMENT REMOVAL

P-209-5.1

C-102-5.1a C-102-5.1b

P-603-5.1

SEDIMENT RETENTION ROLL

DROP INLET PROTECTION

TACK COAT

UNIT

SY

CY

LF

EACH

GAL

QUANTITY

C-105 MOBILIZATION LSUM 1

P-152-4.1 UNCLASSIFIED EXCAVATION CY 350

P-403-8.1 ASPHALT SURFACE COURSE (12") TON 220

CRUSHED AGGREGATE BASE COURSE (12.5")

T-908-5.1 MULCHING SY 150

T-905-5.2 TOPSOIL CY 20

T-901-5.1 SEEDING SY 150

P-152-4.2 BORROW EXCAVATION CY 225

NON-ENCASED ELECTRICAL CONDUIT, 1-WAY 2-INCH LF 650L-110-5.1

-- CY 80REINFORCED CONCRETE PAD AND RETAINING WALL

TOPOGRAPHIC SURVEY

S001 G010

H Y D

EE

D

X X X X X

M

EXISTING

GENERATOR

RELOCATED

GLYCOL TANK

PAD (16' X 16')

TERMINAL DRIVE

EXISTING

GLYCOL TANK

VEHICULAR PARKING

APRON

TERMINAL

PROPOSED

GENERATOR PAD

(444 SF)

REPLACE EXISTING

PAVEMENT (5' X 43')

PROTECT EXISTING

UTILITIES

SEE NOTE 6

PROTECT EXISTING

HYDRANT

1-1

1-3

1-4

1-5

1-6

1-71-2 1-8

1-9

1-10

1-11

1-12

4.0' 3.2'39'

H Y D

EE

D

X X X X X

M

EXISTING

GENERATOR

RELOCATED

GLYCOL TANK

PAD (16' X 16')

TERMINAL DRIVE

EXISTING

GLYCOL TANK

VEHICULAR PARKING

APRON

TERMINAL

PROPOSED

GENERATOR PAD

(444 SF)

REPLACE EXISTING

PAVEMENT (5' X 43')

PROTECT EXISTING

UTILITIES

SEE NOTE 6

PROTECT EXISTING

HYDRANT

1-1

1-3

1-4

1-5

1-6

1-71-2 1-8

1-9

1-10

1-11

1-12

4.0' 3.2'39'

H Y D

EE

D

X X X X X

M

EXISTING

GENERATOR

RELOCATED

GLYCOL TANK

PAD (16' X 16')

TERMINAL DRIVE

EXISTING

GLYCOL TANK

VEHICULAR PARKING

APRON

TERMINAL

PROPOSED

GENERATOR PAD

(444 SF)

REPLACE EXISTING

PAVEMENT (5' X 43')

PROTECT EXISTING

UTILITIES

SEE NOTE 6

PROTECT EXISTING

HYDRANT

1-1

1-3

1-4

1-5

1-6

1-71-2 1-8

1-9

1-10

1-11

1-12

4.0' 3.2'39'

Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc.Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

KEY PLAN:

BID SET

LSB/GNH

CCA

NO. DESCRIPTION DATE

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

© 2021 RS&H, INC.

01/11/2024

RSY

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

703-549-2472 Fax 703-549-2582

909 N. Washington Street, Suite 330 Alexandria, Virginia 22314 www.rsandh.com Alexandria VA - Virginia Registration No.

0411-000594

Feet 0 30 60

16'

RU

NW

AY

-2

2 TERMINAL

W

ARDS RD

SITE

KEYMAP

LEGEND

D

H DY

E

XX X

MARK

GAS

WORK AREA

BENCHMARK

TELEPHONE PEDESTAL

STORM MANHOLE

LIGHT POLE

FIRE HYDRANT

GAS MARKER

ELECTRIC MANHOLE

ELECTRIC PEDISTAL

GROUND LIGHT

FENCE

1. THIS PROJECT INCLUDES:

· CONSTRUCTION OF NEW CONCRETE GLYCOL PAD

· CONSTRUCTION OF NEW GENERATOR PAD (SIZE MAY BE MODIFIED BASED ON FINAL GENERATOR SIZE

SELECTION)

2. CONSTRUCTION ACCESS TO THE SITE SHALL BE BY THE GATE LOCATED OFF THE RENTAL CAR PARKING LOT AND TERMINAL DRIVE. USE OF THIS ACCESS MUST BE REQUESTED AND APPROVED BY THE AIRPORT IN ADVANCE OF UTILIZING. REQUESTING USE OF THIS ACCESS DOES NOT GUARANTEE APPROVAL FROM THE AIRPORT.

CONSTRUCTION ENTRANCES AND STAGING AREAS ARE TO BE REVIEWED BEFORE THE START OF

CONSTRUCTION.

3. CONTRACTOR EQUIPMENT SHALL CROSS ACTIVE AIRFIELD PAVEMENT ONLY AT THE DESIGNATED ACCESS ROUTE SHOWN ON THE PHASING SHEETS. ALTERNATE ROUTES MUST RECEIVE ENGINEER/RPR APPROVAL PRIOR TO USE.

4. HAUL ROAD AND CONSTRUCTION ENTRANCE SHALL BE RESTORED TO ITS ORIGINAL CONDITION, SEEDED, AND

GRADED TO DRAIN AT NO ADDITIONAL COST TO THE OWNER.

5. CONTRACTOR STAGING AREA: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE STAGING AREA LOCATION WITH THE APPROPRIATE OWNERS WHO HAVE JURISDICTION. STAGING AREA SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR TO THE SATISFACTION OF THE ENGINEER UPON COMPLETION OF BEING USED AS A STAGING AREA. THE BEFORE AND AFTER CONDITION OF THE STAGING AREA SHALL BE JOINTLY INSPECTED, DETERMINED, AND DOCUMENTED BY THE CONTRACTOR AND THE ENGINEER. MISCELLANEOUS CONSTRUCTION AND RESTORATION REQUIRED TO CONSTRUCT TEMPORARY STAGING AREA OR ACCESS POINTS TO THE CONTRACTOR'S STAGING AREA WILL BE THE CONTRACTOR'S TOTAL

RESPONSIBILITY AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO THE START OF WORK.

6. SAWCUTTING SHALL BE DONE ALONG ALL THE DEMOLITION PAVEMENT LIMITS PRIOR TO PAVEMENT MILLING.

MILLING ALONG THE DEMOLITION PAVEMENT LIMITS IS NOT ACCEPTABLE.

7. GLYCOL TANK WILL BE CONNECTED TO ELECTRICAL SERVICE. ELECTRICAL LINE AND SERVICE CONNECTION

SHALL BE INCLUDED IN SEPARATE BID PACKAGE.

PROJECT DESCRIPTION

EXISTING OR NEW

ASPHALT PAVEMENT

PCC TO AC JOINT

SEE DETAIL 2 THIS SHEET

AC

PAVEMENT

1/2" DIA.

BACKER

ROD

JOINT SEALING

FILLER (P-605)

SCALE:N.T.S.

G003

BUTT JOINT SEAL DETAIL

SCALE:N.T.S.

G003

TYPE K BUTT JOINT

NEW PCC PAD. SEE STRUCTURAL

DETAILS FOR GLYCOL AND

GENERATOR FOUNDATION DESIGN

PCC PAD

3/8" SAWCUT

1/ 4"

3/

1/ 8"

G003

G003

REPLACE EXISTING ASPHALT

PAVEMENT, FULL DEPTH

1' WIDE RETAINING WALL

6"

SCALE:N.T.S.

G003

FULL DEPTH PAVEMENT SECTION

12" P-403 - ASPHALT

SURFACE COURSE

12.5" P-209 -

CRUSHED

AGGREGATE BASE

COURSE

P-603 - TACK

COAT

G003

SCALE:N.T.S.

G003

BITUMINOUS JOINT RESERVOIR

CONSTRUCTION JOINT

BETWEEN OVERLAY AND

EXISTING PAVEMENT

5/8" ROD BACKUP

MATERIAL (COMPATIBLE

WITH SEALANT TYPE)

SEALANT MATERIAL

1/4" - 3/8" BELOW

SURFACE

1/2"±1/8" OR AS RECOMMENDED

BY JOINT SEALANT MANUFACTURER

1/4" CHAMFER

1/2" 1-3/8"

~NEW BITUMINOUS PAVEMENT~ ~EXIST. BITUMINOUS PAVEMENT~

G003

JOINT SEALING

FILLER (P-605)

3"

3"

3"

3"

GOO3

SITE PLAN

Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc.Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

KEY PLAN:

BID SET

LSB/GNH

CCA

NO. DESCRIPTION DATE

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

© 2021 RS&H, INC.

01/11/2024

RSY

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

703-549-2472 Fax 703-549-2582

909 N. Washington Street, Suite 330 Alexandria, Virginia 22314 www.rsandh.com Alexandria VA - Virginia Registration No.

0411-000594

Feet 0 30 60

GOO4

TOPOGRAPHIC

SURVEY

D

X X X X X

M

EXISTING

GENERATOR

RELOCATED

GLYCOL

TANK PAD

TERMINAL DRIVE

PROPOSED

GENERATOR PAD

VEHICULAR PARKING

APRON

TERMINAL

B

B

B B B B

B B

CONTRACTOR

HAUL ROUTE

GATE

GATE CLOSED

DURING

CONSTRUCTION

B

B

B

B B

B

GATE TO REMAIN

OPEN DURING

CONSTRUCTION

Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc.Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

KEY PLAN:

BID SET

LSB/GNH

CCA

NO. DESCRIPTION DATE

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

© 2021 RS&H, INC.

01/11/2024

RSY

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

703-549-2472 Fax 703-549-2582

909 N. Washington Street, Suite 330 Alexandria, Virginia 22314 www.rsandh.com Alexandria VA - Virginia Registration No.

0411-000594

Feet 0 40 80

RU

NW

AY

-2

2 TERMINAL

W

ARDS RD

SITE

KEYMAP

LEGEND

XX X

WORK AREA

EXISTING FENCE

B B LOW PROFILE BARRICADE

1. THIS PROJECT INCLUDES:

· INSTALLATION OF A NEW GLYCOL PAD

· INSTALLATION OF A NEW GENERATOR PAD

2. CONTRACTOR TO INSTALL AND MAINTAIN LOW PROFILE BARRICADES.

PROJECT FEATURES

ADMINISTRATIVE PHASE:

THIS PHASE INCLUDES SHOP DRAWING REVIEW AND CONTRACTOR MATERIAL ACQUISITION.

NO CONSTRUCTION OR MOBILIZATION OCCURS DURING THE ADMINISTRATIVE PHASE.

CONSTRUCTION:

THIS PHASE INCLUDES MOBILIZATION, EROSION CONTROL MEASURES, AND BARRICADE

PLACEMENT.THIS ALSO INCLUDES ALL CONSTRUCTION ITEMS INCLUDING BUT NOT LIMITED TO:

EXCAVATION, PAVING, CONSTRUCTION OF CONCRETE SLABS.

PROJECT PHASING

PHASE DURATION ANTICIPATED NOTICE-TO-PROCEED

ADMINISTRATIVE 60 CALENDAR DAYS JULY 27, 2023

CONSTRUCTION 60 CALENDAR DAYS

ESTIMATED CONSTRUCTION SCHEDULE

1. ENGINEER/RPR WILL COORDINATE THE SCHEDULE WITH THE AIRPORT

SEVEN (7) DAYS PRIOR TO THE START OF CONSTRUCTION TO ALLOW

AIRPORT OPERATIONS TO ISSUE THE APPROPRIATE NOTAMS.

2. CONTRACTOR TO INSTALL AND MAINTAIN LOW PROFILE BARRICADES

3. AT THE END OF THE GATE CLOSURE, REACTIVATE ALL AIRFIELD LIGHTING

AND SIGNAGE AND RESTORE AIRFIELD TO SAFE OPERATIONAL CONDITION,

CONDUCT FOD CHECK WITH AIRPORT OPERATIONS. CONTRACTOR TO

REMOVE BARRICADES AND REOPEN APRON TO TRAFFIC AFTER APPROVAL

FROM AIRPORT OPERATIONS.

SAFETY AND PHASING NOTES

CONTRACTOR HAUL ROADS/

CONSTRUCTION ENTRANCE

CONCRETE PAD

GOO5

CONSTRUCTION

SAFETY AND

PHASING PLAN

SEPTEMBER 25, 2023

NOTE: SAFETY FLAG SHALL BE

PROMINENTLY DISPLAYED ON ALL

CONSTRUCTION EQUIPMENT.

AVIATION ORANGE

AVIATION WHITE

3'

MIN.

3' MIN.

4' UNLESS

OTHERWISE APPROVED

AVIATION

ORANGE AND

WHITE STRIPES

SAFETY

BARRICADE LIGHT

10"8'

BARRICADE NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING BARRICADES, BARRICADE LIGHTS, AND SANDBAGS/ANCHORS, AS WELL AS PLACEMENT, MAINTENANCE, AND REMOVAL OF BARRICADES. THE BARRICADE POSITIONING SHOWN ON THE PLANS REPRESENTS THE MINIMUM AMOUNT OF BARRICADES REQUIRED TO SAFELY COMPLETE THE CONSTRUCTION. THE CONTRACTOR SHALL STOCKPILE ADDITIONAL BARRICADES ON THE SITE IN THE EVENT THAT AIRPORT OPERATIONS REQUESTS ADDITIONAL SAFETY MEASURES. ADDITIONAL BARRICADES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. BARRICADES SHALL MEET THE REQUIREMENTS OF FAA AC 150/5370-2G, OR LATEST REVISION.

3. THE CONTRACTOR SHALL MAINTAIN PROPER POSITIONING OF ALL BARRICADES, AS WELL AS ENSURE THE BARRICADES

REMAIN FULL OF WATER.

4. THE CONTRACTOR SHALL CHECK OPERABILITY OF LIGHTS DAILY. HAVE REPLACEMENT LIGHTS AND BATTERIES ON-SITE AND REPLACE INOPERATIVE LIGHTS WITHIN ONE (1) HOUR OF NOTIFICATION OF OUTAGE BY THE ENGINEER/RPR OR AIRPORT OPERATIONS. PROVIDE AN ON-SITE REPRESENTATIVE WHO IS AVAILABLE 24-HOURS PER DAY, SEVEN DAYS PER WEEK AND

CAN REPLACE INOPERATIVE LIGHTS.

5. SANDBAGS AND/OR ANCHORS MAY BE REQUIRED TO HOLD THE BARRICADES IN PLACE AS THE BARRICADES WILL BE EXPOSED

TO JET BLAST AND PROP WASH.

6. MAINTENANCE AND SECURING OF BARRICADES IN PLACE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THOUGH MULTIPLE INSTALLATIONS AND REMOVALS OF THE BARRICADES MAY BE REQUIRED, THE CONTRACTOR WILL BE PAID ONLY FOR

THE INITIAL INSTALLATION OF EACH BARRICADE.

7. BARRICADES SHALL REMAIN PROPERTY OF THE CONTRACTOR AT PROJECT COMPLETION.

SCALE:N.T.S.

G006

CONSTRUCTION SAFETY FLAG

SCALE:N.T.S.

G006

TYPE 1 BARRICADE DETAIL

Xref ..\X\IPT-T-HANGAR-BDR_22x34.dwg

Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc.Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

KEY PLAN:

BID SET

LSB/GNH

CCA

NO. DESCRIPTION DATE

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

© 2021 RS&H, INC.

01/11/2024

RSY

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

703-549-2472 Fax 703-549-2582

909 N. Washington Street, Suite 330 Alexandria, Virginia 22314 www.rsandh.com Alexandria VA - Virginia Registration No.

0411-000594

GOO6

CONSTRUCTION

SAFETY AND

PHASING

DETAILS

SAFETY

1. THE CONTRACTOR SHALL ACQUAINT HIS SUPERVISORS AND EMPLOYEES OF THE AIRPORT ACTIVITY

AND OPERATIONS THAT ARE INHERENT TO LYNCHBURG REGIONAL AIRPORT AND SHALL CONDUCT THE

CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC

REQUIREMENTS AND GUIDELINES ON SAFETY AS SPECIFIED IN THE CONSTRUCTION SAFETY AND PHASING NOTES. CONTRACTOR SHALL SUBMIT A SAFETY PLAN TO THE AIRPORT WHICH WILL BE MONITORED ACCORDINGLY. CONSTRUCTION SHALL NOT COMMENCE UNTIL THIS PLAN IS APPROVED BY

THE AIRPORT. THE SAFETY PLAN SHALL BE SUBMITTED PRIOR TO THE NTP.

2. CONTRACTOR TO PROVIDE A DESIGNATED ON-CALL EMPLOYEE WHO IS AVAILABLE TO QUICKLY

RESPOND TO THE PROJECT SITE 24-HOURS A DAY.

3. ALL CONTRACTOR VEHICLES THAT ARE AUTHORIZED TO OPERATE ON THE AIRPORT IN OR NEAR THE ACTIVE AIRCRAFT OPERATIONS AREA (AOA) SHALL BE REQUIRED TO HAVE THEIR COMPANY LOGO ON BOTH SIDES OF THE VEHICLE AND SHALL DISPLAY IN FULL VIEW A FLASHING AMBER (YELLOW) DOME-TYPE LIGHT VISIBLE IN ALL DIRECTIONS ABOVE THE VEHICLE OR A 3' X 3' OR LARGER, ORANGE

AND WHITE CHECKERBOARD FLAG, EACH CHECKERBOARD COLOR BEING 1-FOOT SQUARE, (SEE

CONSTRUCTION SAFETY FLAG DETAIL), AND ESCORTED UNDER THE CONTROL OF ONE CONTRACTOR MOBILE (TWO-WAY) RADIO OPERATOR ON THE JOB AT ALL TIMES. ANY VEHICLE OPERATING IN OR NEAR THE ACTIVE AOA DURING THE HOURS OF DARKNESS SHALL BE EQUIPPED WITH A FLASHING AMBER (YELLOW) DOME LIGHT, MOUNTED ON TOP OF THE VEHICLE AND BE OF SUCH INTENSITY TO CONFORM TO LOCAL CODES FOR MAINTENANCE AND EMERGENCY VEHICLES. ALL RADIO EQUIPPED VEHICLES SHALL COORDINATE ATCT CALL SIGNS WITH AIRPORT OPERATIONS PRIOR TO OPERATING

ONSITE.

4. ALL NON-RADIO EQUIPPED CONTRACTOR VEHICLES THAT ARE REQUIRED TO OPERATE ON, NEAR OR ACROSS ACTIVE RUNWAYS, TAXIWAYS, APRONS, AND RUNWAY APPROACH AND PROTECTION ZONES

SHALL DO SO UNDER THE DIRECT CONTROL OF A RADIO EQUIPPED ESCORT VEHICLE. ESCORT

VEHICLES, OPERATORS, AND RADIO EQUIPMENT SHALL BE APPROVED BY THE AIRPORT OPERATIONS STAFF. ESCORT VEHICLES SHALL BE MARKED AND LIGHTED AS DESCRIBED IN PARAGRAPH NO. 3

ABOVE AND SHALL BE EQUIPPED WITH AN APPROVED AVIATION BAND RADIO. RADIO EQUIPPED

VEHICLES SHALL CONTINUOUSLY MONITOR GROUND CONTROL FREQUENCY 121.9 MHz. IF WORK IS

PERFORMED DURING PERIODS OF TIME WHEN THE AIR TRAFFIC CONTROL TOWER IS CLOSED, A

FREQUENCY OF 119.1 MHz SHALL USED AND ALL AIRCRAFT SHALL BE MONITORED WHEN SELF- ANNOUNCING THEIR POSITION. ALL AIRCRAFT TRAFFIC ON RUNWAYS, TAXIWAYS AND APRONS SHALL

HAVE PRIORITY OVER CONTRACTOR'S TRAFFIC.

5. NO RUNWAY, TAXIWAY, APRON OR AIRPORT ROADWAY SHALL BE CLOSED WITHOUT WRITTEN

APPROVAL OF AIRPORT OPERATIONS STAFF. TO ENABLE NECESSARY "NOTICES TO AIRMEN" (NOTAM)

OR ADVISORIES TO AIRPORT SERVICES OR TENANTS, A MINIMUM OF 7 DAYS WRITTEN NOTICE

REQUESTING CLOSING SHALL BE DIRECTED TO THE RESIDENT PROJECT REPRESENTATIVE (RPR) WHO

WILL COORDINATE THE REQUEST WITH AIRPORT OPERATIONS STAFF.

6. ANY CONSTRUCTION ACTIVITY WITHIN 85.5 FEET FROM AN ACTIVE TAXIWAY CENTERLINE OR OPEN EXCAVATIONS IN EXCESS OF THREE INCHES DEEP WITHIN THE ABOVE AREAS, WILL REQUIRE CLOSURE OF THE TAXIWAY, UNLESS OTHERWISE APPROVED BY AIRPORT OPERATIONS. CLOSURE REQUIRES

THE SAME PROVISIONS AS PARAGRAPH NO. 5 ABOVE.

7. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS APPROVED BY THE RPR AND/OR AIRPORT OPERATIONS STAFF. IF APPROVED, ADEQUATE FIRE AND SAFETY PRECAUTIONS

MUST BE TAKEN.

8. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING

FROM AIRCRAFT JET BLAST OR WIND CONDITIONS IN EXCESS OF TWENTY MILES PER HOUR.

STOCKPILE HEIGHT SHALL BE LESS THAN 15 FEET AND OUTSIDE THE RUNWAY AND TAXIWAY OBJECT FREE AREAS. IN ADDITION, STOCKPILED MATERIAL SHALL HAVE SILT FENCE LOCATED AROUND THE

MATERIAL TO PREVENT FOD FROM MOVING ONTO THE AIRFIELD PAVEMENTS OR POLLUTING

WATERCOURSES.

9. OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL LOCATED IN OR NEAR THE AOA SHALL BE

PROMINENTLY MARKED WITH APPROVED FLAGS AND LOW-PROFILE BARRICADES AND LIGHTED BY

APPROVED LIGHT UNITS DURING HOURS OF RESTRICTED VISIBILITY AND DARKNESS.

10. DEBRIS, WASTE AND LOOSE MATERIAL CAPABLE OF CAUSING DAMAGE TO AIRCRAFT LANDING GEARS, PROPELLERS OR BEING INGESTED IN JET ENGINES SHALL NOT BE ALLOWED ON OR NEAR ACTIVE

AIRCRAFT MOVEMENT AREAS. IF THESE MATERIALS ARE OBSERVED TO BE ON OR NEAR ACTIVE

AIRCRAFT MOVEMENT AREAS, THEY WILL BE REMOVED IMMEDIATELY AND CONTINUOUSLY DURING CONSTRUCTION. IF THESE MATERIALS ARE OBSERVED AT ANYTIME, THE CONTRACTOR SHALL REMOVE

THEM IMMEDIATELY.

11. THE CONTRACTOR IS DIRECTED TO COMPLY WITH AND ACQUAINT HIS/HER EMPLOYEES WITH THE

FOLLOWING SAFETY GUIDELINES, RELATED MATERIALS AND FAA ADVISORY CIRCULARS:

150/5200-18C "AIRPORT SAFETY SELF-INSPECTION"

150/5210-5D "PAINTING, MARKING & LIGHTING OF VEHICLES USED ON AIRPORTS"

150/5370-2G "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION"

150/5370-13A "OFF-PEAK CONSTRUCTION OF AIRPORT PAVEMENTS USING HOT-MIX ASPHALT"

COPIES OF THESE DOCUMENTS ARE AVAILABLE ONLINE AT:

HTTP://WWW.FAA.GOV/AIRPORTS/RESOURCES/ADVISORY_CIRCULARS/

12. THE TERM CONTRACTOR MEANS THE PRIME CONTRACTOR, HIS/HER SUBCONTRACTORS, SUPPLIERS, HAULERS, EMPLOYEES, AND OTHERS WHO WILL PERFORM SERVICES FOR OR IN CONJUNCTION WITH

THE PRIME CONTRACTOR.

13. CONSTRUCTION DURING THE PROJECT MAY BE HALTED AT ANY TIME BY THE RESIDENT PROJECT REPRESENTATIVE, ENGINEER AND/OR AIRPORT OPERATIONS STAFF IF IT IS DETERMINED TO BE IN THE

BEST INTEREST OF AIRPORT OPERATIONS OR SAFETY. THE CONTRACTOR MAY BE DIRECTED TO

REMOVE EQUIPMENT AND/OR EVACUATE THE SITE IN ORDER TO ENABLE AIRCRAFT OPERATIONS.

NECESSARY EXTENSIONS IN CONTRACT TIME MAY BE GRANTED OR A STOP WORK ORDER WILL BE ISSUED DUE TO THESE DELAYS. HOWEVER, THERE WILL BE NO ADJUSTMENTS IN CONTRACT PRICE

DUE TO THESE DELAYS.

14. THE CONTRACTOR SHALL PREPARE SAFETY PLANS SPECIFIC TO DAYTIME AND NIGHTTIME

CONSTRUCTION OPERATIONS, AS WELL AS A CONTINGENCY PLAN TO ADDRESS CASES OF ABNORMAL FAILURES OR UNEXPECTED DISASTERS. THE CONTRACTOR SHALL ALSO PREPARE A DESTRUCTIVE

WEATHER PLAN TO SET FORTH GENERAL GUIDANCE AND INFORMATION FOR THE CONTRACTOR TO

COORDINATE PREPAREDNESS PLANS WHEN DESTRUCTIVE WEATHER THREATENS THE AIRPORT. THE

DESTRUCTIVE WEATHER PLAN FORM IS PROVIDED IN THE SPECIFICATIONS.

15. ALL COMMUNICATION WITH THE AIRPORT SHALL BE THROUGH THE ENGINEER/RPR.

16. THE CONTRACTOR SHALL PROVIDE A VACUUM TRUCK AT THE STARTUP OF CONSTRUCTION TO CONTINUOUSLY VACUUM ALL PAVEMENTS AFFECTED BY CONSTRUCTION. THE VACUUM TRUCK SHALL REMAIN ON-SITE FOR THE DURATION OF THE PROJECT AND SHALL BE AVAILABLE AT THE DISCRETION OF THE OWNER TO VACUUM PAVEMENT AREAS ADJACENT TO THE CONSTRUCTION AREAS TO ENSURE

NO FOD IS PRESENT ON PAVEMENTS WITHIN 500 FEET OF ANY CONSTRUCTION AREA.

17. TRANSPORTATION: NO PERSONNEL MAY OPERATE VEHICLES ON THE AIRSIDE UNLESS THEY HAVE FIRST COMPLETED AND PASSED AN AIRPORT APPROVED MOVEMENT AREA AND TRAIN THE TRAINER

TRAINING COURSES. ALL PERSONNEL OPERATING VEHICLES ON SITE MUST COMPLETE ALL

ASSOCIATED AIRPORT MOVEMENT AREA TRAINING PRIOR TO OPERATING VEHICLES ONSITE. ONLY

INDIVIDUALS WHO HAVE COMPLETED THESE COURSES MAY PROVIDE ESCORT OF DELIVERY AND

OTHER CONTRACTOR VEHICLES.

18. THE ENGINEER WILL ARRANGE WITH AIRPORT OPERATIONS FOR INSPECTION PRIOR TO OPENING FOR

AIRCRAFT USE ANY RUNWAY OR TAXIWAY THAT HAS BEEN CLOSED FOR WORK, ON OR ADJACENT

THERETO, OR THAT HAS BEEN USED FOR A CROSSING POINT OR HAUL ROUTE BY THE CONTRACTOR.

19. THE CONTRACTOR SHALL INSTALL ALL REQUIRED BARRICADES AT DESIGNATED PLAN LOCATIONS, HAVE ALL ACCESS GATES GUARDED AND LOCKABLE, HAVE ALL EQUIPMENT EITHER FLAGGED OR

FITTED WITH FLASHING AMBER DOME-TYPE LIGHT ON TOP OF THE VEHICLES. ALL THESE ITEMS SHALL

CONSIST OF THE SAFETY AND SECURITY SYSTEM. THE CONTRACTOR SHALL INSTALL THE

COMPONENTS OF THE SYSTEM AT THE APPROPRIATE TIMES AS SPECIFIED IN THE CONTRACT

DOCUMENTS. THE CONTRACTOR SHALL INSPECT EVERY ASPECT OF THE SAFETY AND SECURITY

SYSTEM ON A DAILY BASIS AND ENSURE ALL COMPONENTS ARE FUNCTIONING PROPERLY. THE

RESIDENT PROJECT REPRESENTATIVE (OWNER'S REPRESENTATIVE) SHALL ALSO DAILY INSPECT THE SYSTEM AND IF ANY DEFICIENCIES ARE NOTED. THE SYSTEM ELEMENTS TO BE INSPECTED WITH

DEFICIENCIES NOTED ARE AS FOLLOWS:

*BARRICADES SET PROPERLY AND ALL FLASHING WARNING LIGHTS OPERATING PROPERLY.

*ALL CONTRACTOR PERSONNEL AND EQUIPMENT ACCESS GATES MANNED.

*ALL SECURITY PROCEDURES IN PLACE.

*ALL EQUIPMENT FLAGGED OR OUTFITTED WITH FLASHING AMBER DOME-TYPE LIGHTS.

*CONTRACTOR USE OF UNAUTHORIZED AIRPORT ACCESS GATES CHECKED.

20. THE CONTRACTOR SHALL MAKE A CONCERTED EFFORT TO ENSURE ALL SAFETY AND SECURITY ITEMS ARE IN PROPER WORKING ORDER EACH DAY DUE TO THE CONSIDERABLE LIABILITY ASSOCIATED WITH

CONSTRUCTION ON AN ACTIVE AIRFIELD.

SECURITY

1. GENERAL INTENT: IT IS INTENDED THAT THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE AIRPORT SECURITY PLAN AND WITH THE SECURITY REQUIREMENTS SPECIFIED HEREIN BY

AIRPORT OPERATIONS STAFF. THE CONTRACTOR SHALL DESIGNATE TO THE RPR AND AIRPORT

OPERATIONS STAFF, IN WRITING, THE NAME OF HIS "CONTRACTOR SECURITY & SAFETY OFFICER (CSSO)." THE CSSO SHALL REPRESENT THE CONTRACTOR ON THE SECURITY REQUIREMENTS FOR THE

CONTRACT. THE CSSO SHALL PROVIDE TELEPHONE NUMBERS WHICH ALLOW THE RPR AND/OR

AIRPORT OPERATIONS STAFF THE ABILITY TO CONTACT THE CSSO 24 HOURS A DAY.

2. CONTRACTOR PERSONNEL SECURITY ORIENTATION: THE CSSO SHALL BE RESPONSIBLE FOR BRIEFING

ALL CONTRACTOR PERSONNEL ON SECURITY REQUIREMENTS. ALL NEW CONTRACTOR EMPLOYEES

SHALL BE BRIEFED ON SECURITY REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.

3. ACCESS TO THE SITE: CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS. NO

OTHER ACCESS POINTS SHALL BE ALLOWED UNLESS APPROVED BY AIRPORT OPERATIONS. ALL

CONTRACTOR TRAFFIC AUTHORIZED TO ENTER THE SITE SHALL BE EXPERIENCED IN THE ROUTE OR GUIDED BY AUTHORIZED CONTRACTOR PERSONNEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE VARIOUS CONSTRUCTION AREAS ON THE SITE, AND FOR THE OPERATION AND SECURITY OF THE ACCESS GATE TO THE SITE. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED CONSTRUCTION PERSONNEL OR TRAFFIC ON THE SITE. ACCESS GATES TO THE SITE SHALL BE LOCKED AND SECURED AT ALL TIMES WHEN NOT ATTENDED BY THE CONTRACTOR. IF

THE CONTRACTOR CHOOSES TO LEAVE ANY ACCESS GATE OPEN, IT SHALL BE ATTENDED BY

CONTRACTOR PERSONNEL WHO ARE FAMILIAR WITH THE REQUIREMENTS OF THE AIRPORT

OPERATIONS SECURITY PROGRAM. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE CLEANUP OF ANY DEBRIS DEPOSITED ALONG THE ACCESS ROUTE AS A RESULT OF HIS CONSTRUCTION TRAFFIC.

DIRECTIONAL SIGNING FROM THE ACCESS GATE ALONG THE DELIVERY ROUTE TO THE STORAGE AREA, PLANT SITE OR WORK SITE SHALL BE AS DIRECTED BY AIRPORT OPERATIONS.

4. CONSTRUCTION AREA LIMITS: THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, PLANT SITE, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED AS REQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR.

THE CONTRACTOR SHALL ERECT AND MAINTAIN AROUND THE PERIMETER OF THESE AREAS SUITABLE FENCING, MARKING AND WARNING DEVICES VISIBLE FOR DAY/NIGHT USE. TEMPORARY BARRICADES, FLAGGING AND FLASHING WARNING LIGHTS WILL BE REQUIRED AT CRITICAL ACCESS POINTS. TYPE OF

MARKING AND WARNING DEVICES SHALL BE APPROVED BY AIRPORT OPERATIONS.

5. IDENTIFICATION - PERSONNEL: THE AIRPORT RESERVES THE RIGHT TO REQUIRE AIRPORT BADGING FOR CONTRACTOR'S EMPLOYEES DURING THE COURSE OF THIS CONSTRUCTION PROJECT. NO BADGE

WILL BE ISSUED TO ANY PERSON UNTIL A REVIEW OF THE REQUIRED PAPERWORK HAS BEEN

COMPLETED BY AIRPORT OPERATIONS AND ALL REQUIREMENTS ARE MET. PAPERWORK SHALL BE

SUBMITTED AS DIRECTED BY AIRPORT OPERATIONS STAFF BEFORE ISSUANCE OF ANY BADGE. THE

CONTRACTOR AND ITS STAFF ARE RESPONSIBLE FOR ATTENDING TRAINING AND COMPLETING

SECURITY BADGE APPLICATIONS, WHICH WILL INCLUDE AIR/GROUND RADIO, TAXIWAY AND AIRPORT FAMILIARIZATION. ESTIMATED TIME FOR COMPLETION OF TRAINING IS ONE (1) HOUR. AIRPORT OPERATIONS SHOULD BE NOTIFIED IMMEDIATELY IF A BADGE IS LOST. REPLACEMENT BADGES COST $35. CONTRACTOR TO PROVIDE THE ENGINEER/RPR WITH A LIST OF INDIVIDUALS REQUIRING BADGING.

6. FINES: PAYMENT OF ALL FINES ASSESSED TO WILLIAMSPORT REGIONAL AIRPORT AUTHORITY DUE TO VIOLATIONS BY THE CONTRACTOR OF FAA REGULATIONS OR SAFETY REQUIREMENTS SHALL BE THE

SOLE RESPONSIBILITY OF THE CONTRACTOR.

7. VEHICLE IDENTIFICATION: THE CONTRACTOR, THROUGH THE CSSO, SHALL ESTABLISH AND MAINTAIN A

LIST OF CONTRACTOR AND SUBCONTRACTOR VEHICLES AUTHORIZED TO OPERATE ON THE SITE.

8. VEHICLE PARKING: CONTRACTOR EMPLOYEE VEHICLES SHALL BE RESTRICTED TO THE

CONTRACTOR'S EMPLOYEE PARKING AREA AND ARE NOT ALLOWED ON THE AOA AT ANY TIME.

SAFETY PLAN NARRATIVE

THE SAFETY PLAN SHALL CONSIST OF SHEET G00X ALONG WITH REQUIREMENTS ESTABLISHED IN THE CONTRACT DOCUMENTS AND AS SET FORTH IN AC 150/5370-2G, OPERATIONAL SAFETY ON AIRPORTS DURING

CONSTRUCTION.

A. THE CONTRACTOR SHALL FOLLOW ALL GUIDELINES AND REQUIREMENTS ESTABLISHED BY

AUTHORITIES HAVING JURISDICTION (EITHER LOCAL, STATE OR FEDERAL) RELATING TO HAZARDOUS

MATERIALS (HAZMAT) DURING THE LIFE OF THE CONSTRUCTION.

B. THE SCOPE OF THIS PROJECT IS THE CONSTRUCTION OF A NEW CONCRETE GLYCOL PAD, A NEW CONCRETE GENERATOR PAD, AND THE INSTALLATION OF A NON-ENCASED ELECTRICAL CONDUIT. THE

SITE WILL BE RETURNED TO ITS ORIGINAL CONDITION FOLLOWING THE COMPLETION OF

CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO, SEEDING, GRADING, AND MULCHING.

C. AIRCRAFT OPERATIONS WILL CONTINUE DURING CONSTRUCTION. TYPE OF AIRCRAFT OPERATIONS DURING CONSTRUCTION: DESIGN GROUP I, II, AND III, AND APPROACH CATEGORY A, B AND C.

D. BASIS FOR TEMPORARY DISPLACED THRESHOLDS: NOT APPLICABLE.

E. BASIS FOR DEVIATING FROM STANDARDS: NOT APPLICABLE.

F. TYPE AND HEIGHT (NOT-TO-EXCEED) OF CONSTRUCTION EQUIPMENT:

TRUCKS (DUMP, FLATBED, PANEL, PICKUP, CONCRETE) - 15 FEET

FRONT END LOADERS - 15 FEET

DOZERS - 15 FEET

CRANE - 25 FEET *

BATCH PLANT - 60 FEET

ROLLERS AND COMPACTORS - 15 FEET

*CONSTRUCTION EQUIPMENT LOCATIONS SHALL NOT VIOLATE RUNWAY 7:1 TRANSITIONAL SURFACES AND RUNWAY APPROACH ZONE HEIGHT LIMITATIONS EXCEPT UNDER SPECIAL WAIVER CONDITIONS.

APPROPRIATE WAIVERS MUST BE OBTAINED BY THE OWNER FROM FAA. CONTRACTOR SHALL NOTIFY

AIRPORT OPERATIONS 48 HOURS PRIOR TO USING CRANE.

G. DATES FOR START AND COMPLETION:

ESTIMATED START: JULY 27, 2023

ESTIMATED COMPLETION: NOVEMBER 24, 2023

CONSTRUCTION TIME: 60 DAYS FOR ADMINISTRATIVE PHASE; 60 DAYS FOR CONSTRUCTION

Xref ..\X\IPT-T-HANGAR-BDR_22x34.dwg

Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc.Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

KEY PLAN:

BID SET

LSB/GNH

CCA

NO. DESCRIPTION DATE

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

© 2021 RS&H, INC.

01/11/2024

RSY

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

703-549-2472 Fax 703-549-2582

909 N. Washington Street, Suite 330 Alexandria, Virginia 22314 www.rsandh.com Alexandria VA - Virginia Registration No.

0411-000594

GOO7

CONSTRUCTION

SAFETY AND

PHASING

NOTES

D

X X X X X X X X X X X X

X

M

STORM MH

TOP=935.3'

INV IN=928.9' (24"RCP)

INV IN=931.0' (18"RCP)

INV OUT=928.3'

GRATED INLET

TOP=933.71'

INV IN=931.4'

INV OUT=931.3'

CURB INLET

TOP=945.95'

INV OUT=933.9'

CHAIN LINK FENCE

951.0 949.0

7.0

945.0

941.0

940.0

939.0

7.0

937.0936.5 937.5

941.0940.5 941.5945.0944.5945.5

940.0941.0940.5

950.0949.5950.5 945.0945.5

940.0939.5940.5

945.0

IP1

6.

937.0

8.

9.0

EXISTING GENERATOR

~ PARKING LOT ~

GRASS

GRASS

~ APRON ~

PROTECT

HYDRANT

~ TERMINAL ~

TERMINAL DRIVE

EDGE OF

PAVEMENT

PROTECT EXISTING

LIGHTING

PROTECT EXISTING

LIGHTING

RELOCATED

GLYCOL TANK PAD

CARPORT

LO

D

5.

6.

935.5

936.0

5.

PROPOSED

GENERATOR PAD

LOD

LO

D

LOD

LODLODLOD

LO

D

LOD

LOD

Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc.Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

KEY PLAN:

BID SET

LSB/GNH

CCA

NO. DESCRIPTION DATE

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

© 2021 RS&H, INC.

01/11/2024

RSY

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

703-549-2472 Fax 703-549-2582

909 N. Washington Street, Suite 330 Alexandria, Virginia 22314 www.rsandh.com Alexandria VA - Virginia Registration No.

0411-000594

LEGEND

EXISTING 0.5' CONTOURS

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

Feet 0 20 40

XX FENCEX

RU

NW

AY

-2

2 TERMINAL

W

ARDS RD

SITE

KEYMAP

NOTES:

1. REFER TO SHEETS G007 THRU G008 FOR EROSION AND

CONTROL NOTES AND DETAILS.

2. CONTRACTOR SHALL ENSURE THAT GRATED DRAINAGE

INLET/CATCH BASINS ARE PROTECTED AT ALL TIMES.

LIMITS OF GRADINGLOD

DROP INLET PROTECTION

SEEDING & MULCHING

FLOW DIRECTION

IP1

PIPE FLOW DIRECTION

HAUL ROUTE

SEDIMENT RETENTION ROLL

G008

G008

PROPOSED PAVEMENT

RECONSTRUCTION AREA

1' WIDE RETAINING WALL

GOO8

EROSION AND

SEDIMENT

CONTROL

PLAN

Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc.Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

KEY PLAN:

BID SET

LSB/GNH

CCA

NO. DESCRIPTION DATE

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

© 2021 RS&H, INC.

01/11/2024

RSY

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

703-549-2472 Fax 703-549-2582

909 N. Washington Street, Suite 330 Alexandria, Virginia 22314 www.rsandh.com Alexandria VA - Virginia Registration No.

0411-000594

Feet 0 30 60

SCALE:N.T.S.

G008

SEDIMENT RETENTION ROLL

SCALE:N.T.S.

G008

DROP INLET PROTECTION

GOO9

EROSION AND

SEDIMENT

CONTROL

DETAILS

BENCHMARK:

TOP OF REBAR

N:3644242.34 E:11281422.30

EL:935.06

STORM MH

TOP=935.3'

INV IN=928.9' (24"RCP)

INV IN=931.0' (18"RCP)

INV OUT=928.3'

GRATED INLET

TOP=933.71'

INV IN=931.4'

INV OUT=931.3'

CURB INLET

TOP=945.95'

INV OUT=933.9'

LYNCHBURG REGIONAL AIRPORT

CITY OF LYNCHBURG

PID #22-A-5

D.B. 101 PAGE 110

CHAIN LINK FENCE

951.0 949.0

7.0

945.0

941.0

940.0

939.0

7.0

937.0936.5 937.5

941.0940.5 941.5945.0944.5945.5

940.0939.5940.5

950.0949.5950.5 945.0945.5

940.0939.5940.5

945.0

VEHICLE PARKING

TERMINAL APRON

GRASS

GRASS

H Y D

EE

D

CARPORT

X X X X X X X X X X X X

X

GAS MARKER

"R

C P

"R

C P

"R

C P

"R

C P

STORM MH

TOP=935.3'

INV IN=928.9' (24"RCP)

INV IN=931.0' (18"RCP)

INV OUT=928.3'

GRATED INLET

TOP=933.71'

INV IN=931.4'

INV OUT=931.3'

CURB INLET

TOP=945.95'

INV OUT=933.9'

M

EXISTING

GENERATOR PAD

LYNCHBURG REGIONAL AIRPORT

CITY OF LYNCHBURG

PID #22-A-5

D.B. 101 PAGE 110

CHAIN LINK FENCE

AIRPORT TERMINAL

2 1/2 STY BRICK

OPEN BENEATH 2ND STORY

CONCRETE

EXISTING

DE-ICING TANK

PAD ELEV=939.16'

CONC

WALL

936.48936.48

936.36 936.36

937.77

TW: 943.36

BW: 937.89

TW: 943.55

BW: 938.12

938.00

5.

6.

935.5

936.0

5.

937.76

937.76938.07 938.05

951.0

945.0 944.5 945.5

940.0 939.5 940.5

950.0 949.5 950.5

W

WH Y D

X X X X X X X X X

W

W

CONC

WALL

937.77

TW: 943.36

BW: 937.89

TW: 943.55

BW: 938.12

938.00

937.76

937.76938.07

938.05

Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc.Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

KEY PLAN:

BID SET

LSB/GNH

CCA

NO. DESCRIPTION DATE

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

© 2021 RS&H, INC.

01/11/2024

RSY

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

703-549-2472 Fax 703-549-2582

909 N. Washington Street, Suite 330 Alexandria, Virginia 22314 www.rsandh.com Alexandria VA - Virginia Registration No.

0411-000594

LEGEND

NOTES

1. TOPSOIL, SEED, AND MULCH ALL AREAS OF GROUND

DISTURBANCE.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE

CLEANUP OF ANY DEBRIS DEPOSITED ALONG THE ACCESS

ROUTE AS A RESULT OF CONSTRUCTION TRAFFIC.

3. DUST CONTROL MEASURES/EQUIPMENT MUST BE READILY

AVAILABLE ON SITE FOR THE ENTIRE CONSTRUCTION

DURATION.

4. MAINTAIN POSITIVE DRAINAGE OF THE SITE AT ALL TIMES.

5. NOTIFY ALL UTILITY OWNERS POTENTIALLY AFFECTED BY

THIS PROJECT. CONSTRUCTION SHALL NOT PROCEED

WITHOUT PRIOR IDENTIFICATION AND LOCATION OF ALL

UTILITIES.

EXISTING 0.5' CONTOURS

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED CONCRETE PAD

Feet 0 20 40

PROTECT UNDERGROUND GAS LINE

PROTECT UNDERGROUND

STORM SEWER

PROTECT UNDERGROUND

ELECTRIC AND LIGHT

POLE (TYP.)

BENCHMARK

TELEPHONE PEDESTAL

D STORM MANHOLE

LIGHT POLE

FIRE HYDRANTH DY

GAS MARKERGAS

MARK

ELECTRIC MANHOLEE

ELECTRIC PEDISTAL

XX

GROUND LIGHT

FENCEX

RU

NW

AY

-2

2 TERMINAL

W

ARDS RD

SITE

KEYMAP

PROTECT UNDERGROUND

ELECTRIC AND LIGHT

POLE (TYP.)

SEE STRUCTURAL

DETAILS

SEE STRUCTURAL

DETAILS

PROPOSED ASPHALT PAVEMENT

RECONSTRUCTION AREA

1' WIDE RETAINING WALL

TW TOP OF WALL

BOTTOM OF WALLBW

SEE INSET BELOW

RELOCATED GENERATOR PAD

GO10

GRADING

PLAN

RETAINING WALL SIZE SUBJECT TO CHANGE BASED ON

FINAL GENERATOR SELECTION SIZE. DESIGN CHANGES

WILL BE COORDINATED BY ENGINEER AND RPR.

Feet 0 8 16

INSTALL 650 LF OF 1-WAY 2-INCH

NON-ENCASED ELECTRICAL

CONDUIT FOR FUTURE

ELECTRICAL CONNECTION TO

PROPOSED GLYCOL PAD

PROPOSED 2" PVC CONDUIT -

DIRECT BURIED

DESIGN PER THE 2021 VIRGINIA CONSTRUCTION CODE

1. LIVE LOADS:

SURCHARGE 100 PSF

2. WIND LOADS (PER ASCE 7-16):

ULTIMATE DESIGN WIND SPEED, Vult 109 MPH NOMINAL DESIGN WIND SPEED, Vasd 85 MPH

RISK CATEGORY II

WIND EXPOSURE CATEGORY C

WIND PRESSURE 22 PSF

3. EARTHQUAKE DESIGN DATA (PER ASCE 7-16):

SEISMIC IMPORTANCE FACTOR le = 1.00

MAPPED SPECTRAL RESPONSE ACCELERATIONS SS = 0.153

MAPPED SPECTRAL RESPONSE ACCELERATIONS S1 = 0.057

SPECTRAL RESPONSE COEFFICIENT SDS = 0.163

SPECTRAL RESPONSE COEFFICIENT SD1 = 0.092

SITE CLASS D

SEISMIC DESIGN CATEGORY B

4. FOUNDATION SYSTEM:

ALLOWABLE BEARING PRESSURE 2,000 PSF

DESIGN CRITERIA:

1. CONCRETE (PER ACI 318-19)

RETAINING WALL AND GENERATOR PAD f ' c = 4,500 PSI GLYCOL PAD AND WALLS f ' c = 5,000 PSI

2. REINFORCING STEEL ASTM A615 GRADE 60

MATERIAL PROPERTIES:

1. THE STRUCTURAL NOTES MUST GOVERN IN MATTERS COVERED ON THE STRUCTURAL DRAWINGS.

SEE PROJECT SPECIFICATION AND OTHER DRAWINGS FOR FURTHER REQUIREMENTS. TOTAL

PROJECT DEFINITION WILL BE PROVIDED BY COMBINING PROJECT SPECIFICATIONS, CIVIL,

STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWING PACKAGES.

2. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE INDICATED. THEY DO

NOT REPRESENT THE METHOD OF CONSTRUCTION.

3. THE CONTRACTOR MUST TAKE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SUCH MEASURES SHOULD INCLUDE, BUT NOT BE LIMITED TO TEMPORARY BRACING AND SHORING OF DEAD LOADS, CONSTRUCTION LOADS, WIND LOADS, ETC.

4. FOR TYPICAL DETAILS SHOWN BUT NOT BE REFERRED TO EXCEPT HEREIN, CONFORM TO ALL OF THE REQUIREMENTS OF THESE DETAILS TO THE SAME EXTENT AS IF REFERRED TO BY DETAIL NUMBER.

5. IF FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, UNSTABLE OR UNSUITABLE SOIL THE

ENGINEER MUST BE NOTIFIED.

6. CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS OF EXISTING SITE THAT ARE AFFECTED BY

NEW WORK BEFORE PROCEEDING WITH FABRICATION AND CONSTRUCTION.

7. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL, AND PLUMBING

EQUIPMENT MUST BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH

STRUCTURAL WORK AFFECTED. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS.

GENERAL NOTES

1. ALL CONCRETE MUST BE IN COMPLIANCE WITH THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE ACI 318-19.

2. ALL REINFORCING MUST BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE WITH THE CURRENT EDITIONS OF THE CRSI MANUAL OF STANDARD PRACTICE DURING THE PLACING OF THE

CONCRETE.

3. PROVIDE CORNER BARS AT ALL BEAM AND WALL INTERSECTIONS. CORNER BARS MUST BE THE SAME SIZE AS

THE LARGER INTERSECTING BARS.

4. ALL WALL STEEL MUST BE CONTINUOUS WHERE POSSIBLE.

5. SPLICES IN REINFORCING, WHERE PERMITTED, MUST BE PER SCHEDULE.

6. SEE MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR CAST-IN-PLACE BOLTS, INSERTS, ANCHORS, ETC

AND FOR ALL SLAB LEAVE-OUTS, SLOPES, DEPRESSIONS, SLEEVES, ETC.

7. ALL HOOKS IN REINFORCING BARS MUST BE AN ACI STANDARD HOOK, UNLESS OTHERWISE NOTED.

8. ALL EXPOSED EDGES OF CONCRETE MUST BE CHAMFERED 3/4", UNLESS OTHERWISE NOTED.

9. PROVIDE 1/2" PREMOLDED EXPANSION JOINT MATERIAL WHERE SLAB ON GRADE IS POURED AGAINST GRADE

BEAMS OR WALLS, UNLESS OTHERWISE SHOWN OR NOTED.

10. ALL CONCRETE MUST BE DESIGNED BY AN APPROVED LABORATORY, AND THE DESIGN MIX MUST BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW, AND APPROVAL OBTAINED PRIOR TO USE.

11. NO PIPES OR DUCTS MUST BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATION OF SLEEVES, MOULDS, FLOOR HINGES, ETC TO

BE CAST INTO THE CONCRETE.

CONCRETE AND REINFORCING STEEL:

SITE PREPARATION

1. CLEARING AND STRIPPING MUST CONSIST OF REMOVING EXISTING PAVEMENT, DEMOLITION DEBRIS, AND OTHER DELETERIOUS MATERIALS IN THEIR ENTIRETY FROM THE PROPOSED FOUNDATION FOOTPRINT.

2. ANY EXPOSED SUBGRADE SOILS THAT ARE FOUND TO BE UNSTABLE OR UNSUITABLE MUST BE REMOVED IN THEIR ENTIRETY AND REPLACED WITH WELL COMPACTED STRUCTURAL FILL AS RECOMMENDED BY THE ON-

SITE GEOTECHNICAL ENGINEER.

3. FOUNDATION BEARING SURFACES MUST BE PROTECTED FROM EXPOSURE TO WATER PRIOR TO

INSTALLATION OF CONCRETE AND PLACEMENT OF ENGINEERED FILL. SEEPAGE OR SURFACE WATER RUNOFF MUST NOT BE PERMITTED TO COLLECT AND STAND IN THE FOOTING EXCAVATIONS. SOILS SOFTENED OR LOOSENED BY STANDING WATER OR DISTURBED BY CONSTRUCTION ACTIVITIES MUST BE REMOVED AND

REPLACED WITH COMPACTED ENGINEERING FILL.

4. FILL MUST NOT BE PLACED IN A FROZEN CONDITION OR UPON A FROZEN SUBGRADE. FROZEN MATERIALS MUST NOT BE USED AS ENGINEERED FILL AND NO FILL, FOOTINGS OR SLAB MUST BE PLACED ON SOILS THAT

ARE FROZEN OR CONTAIN FROZEN MATERIAL.

EARTHWORK NOTES:

FOUNDATIONS

1. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS CONTAINED IN GEOTECHNICAL INVESTIGATION PROJECT NO. 20220084 BY HURT AND PROFFITT, INC., DATED NOVEMBER 8, 2022 AND THE ADDENDUM LETTER

DATED FEBRUARY 3, 2023.

2. THE GEOTECHNICAL ENGINEER MUST BE THE SOLE JUDGE AS TO THE SUITABILITY OF UNDERLYING MATERIAL TO SUPPORT FOUNDATIONS AND MUST APPROVE BEARING MATERIAL BEFORE FOUNDATION INSTALLATION.

3. ALL FOUNDATIONS MUST BE FORMED TO PREVENT THE CREATION OF AN ENLARGED AREA OF CONCRETE

(MUSHROOM).

4. FOUNDATION EXCAVATIONS MUST BE OBSERVED, AND CONCRETE PLACED AS QUICKLY AS POSSIBLE TO AVOID EXPOSURE OF THE FOUNDATION BEARING SOILS TO WETTING AND DRYING. SURFACE WATER RUNOFF MUST BE DRAINED AWAY FROM THE EXCAVATIONS AND NOT BE ALLOWED TO POND. THE FOUNDATION CONCRETE MUST BE PLACED DURING THE SAME DAY THE EXCAVATION IS MADE. IF IT IS REQUIRED THAT FOOTING EXCAVATIONS BE LEFT OPEN FOR MORE THAN ONE DAY, THEY SHOULD BE PROTECTED TO REDUCE

EVAPORATION AND ENTRY OF MOISTURE.

2' -9

1'-0"

M

IN6"

1' -0

3'-9" 1'-0" 1'-9"

1'-0"

1' -0

M A

X

6' -6

1'

-3

2' -0

1'-0"

(ASSUMED - COORD. W/ EQUIPMENT PROVIDED)

6'-0" 3'-0"

GENERATOR

54% MAX SLOPE

#5 @ 9" OC MAX, T&B, EW

DOWELS TO MATCH

VERTICAL REINFORCING IN

SIZE AND SPACING W/ STD

HOOK @ BOTTOM

(2) #5 CONT.

#4 @ 12" OC MAX, T&B, EW

PAVEMENT

SEE CIVIL FOR DEMO AND NEW PAVEMENT SECTION

3/4" CHAMFER

3/4" CHAMFER, TYP

12" COMPACTED CLAY SOIL, PLACED IN (2)

6" LIFTS. ONLY HAND COMPACTION

EQUIPMENT IS PERMITTED BEHIND WALL.

FREE-DRAINING GEOTEXTILE FABRIC

AT INTERFACE OF STONE AND SOILS

1'-0" WIDE #57 STONE TO

BOTTOM OF WEEP HOLES

4" DIAMETER WEEP

HOLES AT 7'-0" OC MAX

3"

JOINT PER CIVIL

#4 @ 12" OC MAX, EACH

FACE, EACH WAY.

VERTICAL REINF. W/ STD

HOOK @ TOP.

GEOTECHNICAL ENGINEERING

REPRESENTATIVE MUST BE ON-SITE TO

VERIFY SOIL CONDITIONS MEET OR

EXCEED SOIL DESIGN CRITERIA SHOWN

PRIOR TO POURING CONCRETE

SOIL DESIGN CRITERIA

PARAMETER

ACTIVE (KA)

PASSIVE (KP)

AT-REST (KO)

MOIST UNIT WEIGHT (γm)

ANGLE OF INTERNAL FRICTION (ϕ')

COEFFICIENT OF FRICTION

VALUES

0.36

2.77

0.53

120 PCF

28°

0.35

COHESION (C) 0 PSF

ALLOWABLE BEARING PRESSURE 2 KSF

1'-0"

#5 @ 9" OC MAX

BACKFILL MUST CONSIST OF GRANULAR SOIL AND MUST

BE COMPACTED TO 95% OF THE MATERIALS MAXIMUM

DRY DENSITY PER ASTM D698 (STANDARD PROCTOR).

MOISTURE CONTENT MUST BE WITHIN ±3 PERCENTAGE

POINTS OF OPTIMUM. BACKFILL MUST BE PLACED IN 6"

MAXIMUM LIFTS.

MIN

30.00°

20 GAUGE GALVANIZED

STEEL 1/4" X 1/4" MESH

HARDWARE CLOTH

ANCHORED FIRMLY TO

OUTSIDE OF STRUCTURE AT

WEEP HOLES

LA

P

S P

LI

C

E

2' -0

CONCRETE LAP SPLICE NOTES:

1. TABULATED VALUES ARE BASED ON THE FOLLOWING:

a. ACI 318-19

b. NORMAL WEIGHT CONCRETE.

c. UNCOATED GRADE 60 REINFORCING BARS.

d. CLEAR COVER NOT LESS THAN 1.0 x BAR DIAMETER.

e. CLEAR SPACING NOT LESS THAN 2.0 x BAR DIAMETER.

f. LAP CLASS B.

2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF

CONCRETE CAST BELOW THE BARS.

TYPICAL LAP

SPLICE SCHEDULE

4,500 PSI CONCRETE

#3

BAR

SIZE

TOP BAR LAP

SPLICE

23"

OTHER BAR LAP

SPLICE

18"

#4

#5

#6

#7

#8

#9

#10

31" 24"

38" 30"

46" 35"

67" 51"

76" 59"

86" 66"

95" 73"

TOP BARS, BOTTOM BARS

AND INTERMEDIATE BARS.

SEE SECTION AND/OR SCHEDULE

CORNER BARS SAME SIZE, LOCATION

AND NUMBER AS TOP BARS, BOTTOM

BARS, AND INTERMEDIATE BARS FROM

DISCONTINUOUS MEMBER.

T Y

P

LA

P

P E

R S

C H

E D

U

LE

TYP

LAP PER SCHEDULE

M E

M B

E R

W

ID

T H

MEMBER WIDTH

CONCRETE EXPOSURE

CAST AGAINST AND PERMANENTLY

IN CONTACT WITH GROUND

EXPOSED TO WEATHER OR IN

CONTACT WITH GROUND

NOT EXPOSED TO WEATHER OR IN

CONTACT WITH GROUND

MEMBER REINFORCEMENT SPECIFIED COVER (INCHES)

ALL

ALL

SLABS, JOISTS,

AND WALLS

BEAMS, COLUMNS,

AND PEDESTALS

ALL

NO. 6 THROUGH NO.

18 BARS

NO. 5 BAR AND

SMALLER

NO. 11 BAR AND

SMALLER

PRIMARY REINFORCEMENT,

STIRRUPS, TIES, SPIRALS,

AND HOOPS

1 1/2

3/4

1 1/2

SPECIFIED CONCRETE COVER FOR

CAST-IN-PLACE CONCRETE MEMBERS

2' -6

2'

-6

1'-0"

6"

1' -0

10"

MIN

3'-0"

5,000 GALLON MAX CAPACITY

GLYCOL TANK DIAMETER

MIN

3'-0" 10"

(2) #5 CONT., TYP

#4 @ 12" OC MAX, T&B, EWEXISTING PAVEMENT / GRADE

SEE CIVIL

1" x 45° CHAMFER, TYP

SIKA WESTEC TPER

WATERSTOP OR

APPROVED EQUAL

#5 @ 12" OC MAX, TYP

M

IN

1' -0

APPLY SIKAGARD-62 OR

APPROVED EQUAL

PROTECTIVE COATING FULL

LENGTH X WIDTH X HEIGHT

GEOTECHNICAL ENGINEERING

REPRESENTATIVE MUST BE ON-SITE TO

VERIFY SOIL CONDITIONS PRIOR TO

POURING CONCRETE

PERIMETER WALLS AND TURN

DOWN EDGE TYP 4 SIDES. SEE

CIVIL FOR PLAN VIEW.

JOINT PER CIVIL

GLYCOL TANK FOUNDATION NOTES:

1. SEE CIVIL SHEETS FOR TOP OF PAD ELEVATIONS.

T Y

P A

LL

3"

C

LR

C O

V E

R

C

LE

A R

3' -0

CLEAR

4'-6"

CLEAR

3'-0"

1' -0

GENERATOR ASSUMED SIZE

LENGTH = 19 FT

WIDTH = 6 FT

WEIGHT = 17 KIPS MAX

SLOPED EARTH

EXISTING PAVEMENT

1' -0

T/ PAVEMENT

100'-0" (REFERENCE)

T/ PAD

EL. VARIES SEE CIVIL

T/ WALL

106'-6" (MAX)

T/ WALL

106'-6" (MAX)

T/ WALL

106'-6" (MAX)

T/ WALL

102'-6"

12" THICK CONCRETE

WALL, TYP

T/ FOUNDATION

99'-0"

T/ FOUNDATION

99'-0"

T/ FOUNDATION

99'-0"

T/ WALL

102'-6"

S001

S001

SIM. W/ T/ WALL SLOPING

CLEAR

3'-0"

EQUIPMENT ASSUMED SIZE

LENGTH = 7'-0"

WIDTH = 3'-4"

FOUNDATION PLAN NOTES:

1. REFERENCE ELEVATION 100'-0" = 937.77 (SEE CIVIL)

2. SEE CIVIL SHEETS FOR TOP OF WALL AND TOP OF PAD ELEVATIONS.

ASSUMED EXISTING WALL SECTION

EXISTING 4" BRICK VENEER

OR 4" CMU BLOCK

8" CMU

RIGID INSULATION

AIR GAP

NOTES:

1. EXISTING CONDITIONS ARE UNKNOWN AND MUST BE FIELD

VERIFIED BY THE CONTRACTOR. EXISTING CONDITIONS

(OPENING SIZES, TYPE OF EXISTING CONSTRUCTION,

DIMENSIONS, ETC.) PERTINENT TO THE SCOPE OF WORK MUST

BE SENT TO THE ENGINEER WITH ACCOMPANYING

PHOTOGRAPHS PRIOR TO COMMENCING REPAIRS.

2. CONTRACTOR MUST SUBMIT A DETAILED PLAN FOR REPAIR

WORK AND MUST RECEIVE APPROVAL FROM THE ENGINEER

PRIOR TO COMMENCING REPAIRS.

3. SCOPE OF WORK INCLUDES PATCHING (2) EXISTING OPENINGS

IN THE ELECTRICAL ROOM WALLS. SEE MECHANICAL SHEETS

FOR LOCATION.

4. WALL PATCHES MUST MATCH EXISTING WALL IN MATERIALS,

SIZE, THICKNESS, COLOR, SPACING, ETC..

EXISTING 8" CMU, TYP

NEW 8" CMU WALL INFILL

EMBED VERTICAL REINFORCING 5

5/8" INTO GROUTED CELLS USING

HILTI HIT-HY 200 OR APPROVED

EQUAL, TYP

#5 VERTICAL @ 32" OC MAX, TYP

ASSUMED EXISTING REINFORCING AROUND OPENING, TYP

NOTES:

1. CONTRACTOR IS TO FIELD VERIFY OPENING SIZES.

2. NEW MASONRY INFILL MUST MATCH EXISTING IN SIZE.

3. FULLY GROUT ALL CELLS.

4. OPENING HEIGHT MUST NOT EXCEED 8'-0".

5. EXISTING OPENINGS SMALLER THAN 36" X 36" DO NOT REQUIRE NEW REINFORCEMENT WITHIN THE MASONRY INFILL.

8" CMU WALL ELEVATION

1. ALL MASONRY WORK MUST CONFORM TO BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (TMS 402/ACI 530/ASCE 5) AND SPECIFICATIONS FOR MASONRY STRUCTURES (TMS 602/ACI 530.1/ASCE 6).

2. CONCRETE MASONRY UNITS MUST CONFORM TO ASTM C90 WITH f ' m = 2,000 PSI.

3. MORTAR MUST CONFORM TO ASTM C270 TYPE S TYPICAL WITH TYPE M USED BELOW GRADE (UON).

4. GROUT MUST BE 3000 PSI STRENGTH AT 28 DAYS. GROUT SOLID ALL CELLS WITH REINFORCING OR

EMBEDDED BOLTS.

5. REINFORCING STEEL MUST CONFORM TO ASTM A615, GRADE 60.

6. METAL ANCHORS AND TIES MUST BE OF CORROSION RESISTANT METAL HOT DIPPED GALVANIZED.

7. JOINT REINFORCING MUST BE ASTM A153, CLASS B, HOT-DIP GALVANIZED LADDER TYPE WITH #9 GAUGE DEFORMED LONGITUDINAL WIRES AND SMOOTH CROSS WIRES CONFORMING TO ASTM A951. SPACE AT 16" O.C. VERTICAL. EMBED LONGITUDINAL WIRES IN MORTAR WITH A MINIMUM COVER OF 5/8" WHEN EXPOSED TO

WEATHER OR EARTH AND 1/2" WHEN NOT EXPOSED TO WEATHER OR EARTH.

8. PROVIDE TEMPORARY BRACING FOR MASONRY WALLS UNTIL THEY ARE CONSTRUCTED TO THEIR FINAL

DESIGN CONDITION.

9. PROVIDE MASONRY CONTROL JOINTS TO MATCH EXISTING.

10. CONCRETE MASONRY MUST BE INSTALLED IN RUNNING BOND PATTERN.

MASONRY:

Copyright © 2024. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

© 2024 RS&H, INC.

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

/1

/2

:3

:0

A

M C

U s e rs

\m u rd o c k c \D o c u m e n ts

\2

L Y

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G e n e ra to r

U p g ra d e S

R rv t_

C h ri s .M u rd o c k rs a n d h .c o m

.r v t

BID SET

CMM

RLM

350 TERMINAL DR.

SUITE 100

LYNCHBURG, VA 24502

LYH GENERATOR UPGRADE

20220047.002

01/11/2024

CMM

S001

STRUCTURAL NOTES,

FOUNDATION PLAN,

SECTIONS AND

DETAILS

703-549-2472 Fax 703-549-2582

909 N. Washington Street, Suite 330 Alexandria, Virginia 22314 www.rsandh.com

Alexandria VA - Virginia Registration No.

0411-000594

SCALE: N.T.S.5

SECTION

SCALE: N.T.S.1

CONCRETE LAP SPLICES

SCALE: N.T.S.2

TYPICAL CONCRETE WALL CORNERS

SCALE: N.T.S.6

GLYCOL TANK PAD DETAIL

SCALE: N.T.S.4

FOUNDATION PLAN

SCALE: 3/4" = 1'-0"

WALL PATCH DETAIL

NO. DESCRIPTION DATE

SEAL: