11-02 - LBB Perimeter Road Plans.pdf

PROJECT NO.

CLIENT

# DATE DESCRIPTION

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City of Lubbock, TX

Lubbock Preston Smith International Airport Lubbock, TX

44140.24

Parkhill.com

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STATE OF TEXAS

TESSA R. HAZLETT

105004

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R

K H

I L L

S

M I TH & COOPER , I NC

. F

- 5

10/14/2025

G-001 Cover Sheet

4222 85th St.

Lubbock, TX 79423 806.473.2200

City of Lubbock, Texas

Perimeter Road Rehabilitation Phase 1

October 2025 City of Lubbock ITB No.19210 http://www.parkhill.com/

# DATE DESCRIPTION

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City of Lubbock, TX

Lubbock Preston Smith International Airport Lubbock, TX

44140.24

Parkhill.com

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EERL

I C E N S E

D

STATE OF TEXAS

TESSA R. HAZLETT

105004

PA

R

K H

I L L

S

M I TH & COOPER , I NC

. F

- 5

10/14/2025

LUBBOCK

CHRISTI

CORPUS

AUSTIN

ANTONIO

SAN

ODESSA MIDLAND

SAN ANGELO

27783

ABILENE

28836

HOUSTON

WACO

35E

35W

DALLAS

FT

WORTH

35 75

60 27 287

82 82

PLAINVIEW

AMARILLO

GRAHAM

EL PASO

LUBBOCK

PRESTION

SMITH

INTERNATIONAL

AIRPORT

SEAGRAVES

PADUCAH

INTERNATIONAL AIRPORT

LUBBOCK PRESTON SMITH

PORTALES

CLOVIS

TULIA

MULESHOE

AMARILLO

FLOYDADA

REESE

BROWNFIELD

LEVELLAND

LITTLEFIELD

O

KL

AH

O

M A

SHAMROCK

CHILDRESS

CLARENDON

VEGA

HEREFORD

FRIONA

CANYON

PLAINVIEW

SLATON

POST

N

EW

M

EX

IC

O

LUBBOCK

N

87 84

LOCATION MAP

VICINITY MAP

Sheet List Table Sheet Number Sheet Title

General G-001 Cover Sheet G-002 Vicinity Map, Summary of Quantities & Sheet Index G-003 Project Summary Sheet G-004 Erosion Control Summary G-005 Erosion Control Site Plan G-006 Erosion Control Details G-007 Overall Safety & Phasing Plan G-008 Construction Safety & Phasing Plan Phase 1 (Sheet 1 of 2) G-009 Construction Safety & Phasing Plan Phase 1 (Sheet 2 of 2) G-110 Construction Safety & Phasing Plan Phase 2 (Sheet 1 of 2) G-111 Construction Safety & Phasing Plan Phase 2 (Sheet 2 of 2) G-112 Construction Safety & Phasing Plan Phase 3 (Sheet 1 of 2) G-113 Construction Safety & Phasing Plan Phase 3 (Sheet 2 of 2) G-501 Construction Safety Details

Civil C-101 Pavement Demolition Plan STA 0+00 to 16+00 C-102 Pavement Demolition Plan STA 16+00 to 24+00 C-103 Plan & Profile STA 0+00 to 8+00 C-104 Plan & Profile STA 8+00 to 16+00 C-105 Plan & Profile STA 16+00 to 24+00 C-106 Marking Plan STA 0+00 to 16+00 C-107 Marking Plan STA 16+00 to 24+00 C-501 Details

G-002

Vicinity Map, Summary Of Quantities & Sheet Index

Summary of Quantities Item Description Quantity Unit

Base Bid 1 C-100, Contractor Quality Control Program (CQCP) 1 LS 2 C-105, Mobilization 1 LS 3 Item P-101-5.1, Full Depth Saw Cut 126 LF 4 Item P-101-5.2, Mill Asphalt and Stockpile , 3-inch Thickness 596 CY 5 Item P-152-4.1, Subgrade Improvements in Isolated Soft Spots 307 SY 6 Item P-152-4.2, Grading in Unpaved Areas 2,487 SY 7 TxDOT Item 275-6.1, Pulverize, Treat, and Shape Existing Asphalt (1") and Base In-Place, 7.5" Thickness 6,124 SY 8 TxDOT Item 275-6.2, Cement (5%) 124 Ton 9 TxDOT Item 275-6.3, Microcracking 6,124 SY 10 TxDOT Item 310, Prime Coat (0.3 Gal/SY) 1,841 Gal 11 TxDOT Item 341, Tack Coat (0.15 Gal/SY) 921 Gal 12 TxDOT Item 341, Hot Mix Asphalt, Type C (PG 64-28), Surface Course, 4-inch Thickness 1,427 Ton 13 Item P-620-5.1, Permanent Pavement Markings with Reflective Beads, Color Varies 700 SF

Additive Alternate 1 A1-1 Item P-608-8.1, Asphalt Surface Treatment 6,124 SY

TW

Y

J

TW

Y J

TWY L

TWY D

TWY E

TWY P

TWY J

TWY K

R W

Y 8-

WEST RAMP

N YUCCA AV

N ASPEN AV

E D

U

BU

Q U

E

ST

N DAVID AV

TW

Y

J

TW

Y J

TW

Y

T

TW

Y

S

TW

Y

V

TW

Y

D

TW

Y M

TW

Y

Q

TW

Y

F

TWY M TWY M

TWY L

RWY 17R-35L RWY 17R-35L

TWY G

TWY R

TW

Y B

TWY N

R

W Y

8-

R W

Y 8-

EAST RAMP

RWY 17L-35R RWY 17L-35R

TERMINAL

APRON

TW

Y

F

INTERSTATE 27

MLK BLVD.

N CEDAR AVE

E

KE

U

KA

S T

N ZENITH AV

N WALNUT AV

E

IN

D

EP

EN

D

AN

C

E

ST

E F

O O

TH

IL

L

ST

N BEECH AV

N Cedar Ave

TW

Y

S

CARGO RAMP

TW

Y

M

RWY 17R-35L

TWY M

BL

U

EF

IE

LD

S

T

R

EG

IS

S

T.

UPS FEDEX

LUBBOCK

AERO

SILENT

WINGS

MUSEUM

ARMY

NATIONAL

GUARD

FAA

ATCT

LBB PAC

LBB C SAC

23 24

47 48

49 86

35L

17R

CONTROL POINT TABLE

POINT #

NORTHING

7307003.56

7300063.30

7297915.46

7300455.45

7304792.77

7302552.75

7302652.99

7302178.78

7307832.19

7307471.52

7308469.00

7310834.54

7311612.81

7311040.12

7310270.17

7307803.73

7299976.20

7300065.93

7302178.74

7302436.76

7302652.96

7301826.73

7302441.28

7301889.20

7299981.55

EASTING

954822.10

953930.54

955011.19

956542.89

957817.91

967041.35

959881.14

959834.46

954827.16

954815.98

954713.49

956228.25

955080.76

956765.22

955681.00

956175.22

954597.11

954330.56

959834.40

959875.29

959881.09

960373.82

960058.92

960265.75

960338.55

ELEVATION

3259.63

3234.75

3233.43

3246.33

3254.96

3240.33

3255.18

3255.94

3261.66

3260.08

3266.29

3277.68

3282.26

3280.10

3277.10

3267.69

3236.16

3235.37

3256.03

3255.79

3255.24

3253.27

3255.27

3253.80

3260.03

DESCRIPTION

IRON ROD BLUE CAP

IRON ROD BLUE CAP

IRON ROD BLUE CAP

X CUT

X CUT

IRON ROD BLUE CAP

IRON ROD BLUE CAP

IRON ROD BLUE CAP

IRON ROD BLUE CAP

IRON ROD BLUE CAP

IRON ROD BLUE CAP

IRON ROD BLUE CAP

ALUMINUM MONUMENT

IRON ROD CAPPED

IRON ROD CAPPED

IRON ROD CAPPED

IRON ROD BLUE CAP

IRON ROD BLUE CAP

IRON ROD BLUE CAP

IRON ROD BLUE CAP

IRON ROD BLUE CAP

IRON ROD BLUE CAP

IRON ROD BLUE CAP

IRON ROD BLUE CAP

IRON ROD BLUE CAP

BENCHMARK POINTS

POINT #

NORTHING

7306686.99

7311174.60

7309298.89

7307711.23

7309986.14

EASTING

954936.80

956659.00

956632.32

956615.21

955072.38

ELEVATION

3259.90

3280.44

3272.61

3265.56

3277.13

DESCRIPTION

ALUMINUM MONUMENT

ALUMINUM MONUMENT

ALUMINUM MONUMENT

ALUMINUM MONUMENT

ALUMINUM MONUMENT

PRIMARY AIRPORT CONTROL STATION

POINT NAME

LBB PAC

NORTHING

7301175.4800

EASTING

957064.6100

ELEVATION

3253.80

SECONDARY AIRPORT CONTROL STATION

POINT NAME

LBB C SAC

NORTHING

7311040.6130

EASTING

956753.5720

ELEVATION

3279.16

RUNWAY THRESHOLD INFORMATION

POINT NAME

17R

35L

NORTHING

7311061.2720

7299567.3750

EASTING

955969.2710

955671.7040

ELEVATION

3282.28

3242.62

PROJECT NO.

CLIENT

# DATE DESCRIPTION

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City of Lubbock, TX

Lubbock Preston Smith International Airport Lubbock, TX

44140.24

Parkhill.com

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M I TH & COOPER , I NC

. F

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10/14/2025

GENERAL NOTES

A. SURVEY CONDUCTED BY PARKHILL, LUBBOCK, TEXAS. BEARINGS

ARE RELATIVE TO GRID NORTH, TEXAS STATE PLANE COORDINATE

SYSTEM NAD'83, BASED ON PRIMARY AND SECONDARY AIRPORT

CONTROL MONUMENTS AND NATIONAL SPATIAL REFERENCE

SYSTEM.

B. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND

PROTECTING ALL UTILITIES AND INFRASTRUCTURE DURING

CONSTRUCTION. THE LOCATIONS OF ANY UTILITY OR FACILITY

SHOWN ON THE PLANS HAVE NOT BEEN VERIFIED BY THE OWNER

OR OWNER`S REPRESENTATIVE. THE CONTRACTOR SHALL

COORDINATE LOCATION AND VERIFICATION OF UTILITIES WITH THE

FOLLOWING:

- TEXAS 811

- DIG TESS 1-800-344-8377

- FAA (DEANNA BLAIR AT 432-599-8480)

- LUBBOCK PRESTON SMITH INTERNATIONAL AIRPORT (AIRPORT

OPERATIONS AT 806-775-2004)

THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER IN WRITING

ANY PRE-EXISTING DAMAGE TO UTILITIES AND OTHER

INFRASTRUCTURE. UTILITIES OR OTHER INFRASTRUCTURE

DAMAGED DURING CONSTRUCTION WILL BE REPAIRED AT THE

CONTRACTORS EXPENSE.

C. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL

PERMITS REQUIRED FOR CONSTRUCTION WHETHER ON THE LOCAL,

STATE OR FEDERAL LEVEL.

D. THE OWNER RESERVES THE RIGHT TO PERFORM OTHER WORK

ADJACENT TO OR WITHIN THE LIMITS OF THIS PROJECT. BOTH

CONTRACTORS SHALL COORDINATE AND COOPERATE WITH EACH

OTHER TO ENSURE UNINTERRUPTED PROGRESS WITH EACH

PROJECT. NO ADDITIONAL COMPENSATION WILL BE MADE FOR THE

COORDINATION.

E. THE STAGING AREA SHALL BE USED FOR EQUIPMENT STAGING,

MATERIAL STOCKPILE AND EMPLOYEE PARKING. ALL EQUIPMENT

SHALL BE PARKED IN THE STAGING AREA AT NIGHT OR OTHER

TIMES WHEN CONSTRUCTION IS NOT OCCURRING UNLESS

OTHERWISE APPROVED BY THE ENGINEER.

F. THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE LAYOUT AND

CONSTRUCTION STAKING. COST IS SUBSIDIARY TO ALL OTHER BID

ITEMS.

G. ANY DEVIATION BETWEEN FIELD SURVEY AND PLAN INFORMATION

SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

ENGINEER.

H. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ALL CONTROL MONUMENTS AND CONTROL POINTS

DURING CONSTRUCTION. ANY MONUMENTS OR POINTS DAMAGED

BY THE CONTRACTOR SHALL BE REPLACED AT THE SOLE COST OF

THE CONTRACTOR.

I. THE OWNER RESERVES THE RIGHT TO VERIFY ELEVATIONS OR

COORDINATES AT ANY TIME DURING CONSTRUCTION.

GENERAL

COORDINATES AND ELEVATIONS RELATIVE TO NATIONAL GEODETIC

SURVEY PRIMARY AIRPORT CONTROL STATION "LBB PAC"

HORIZONTAL: NAD 83 U.S. SURVEY FEET

VERTICAL NAVD 88 U.S. SURVEY FEET

STATE PLAN COORDINATES: TEXAS NORTH CENTRAL ZONE 4202

COMBINED SCALE FACTOR: 0.999772388

CONTROL CONVERGENCE -1°48'47.2"

LEGEND

CONTRACTOR STAGING AREA

PROJECT AREA

G-003

Project Summary Sheet

CONTRACTOR ACCESS ROUTE

EXISTING BENCHMARK POINT

CONTROL POINT

EXISTING CONTROL POINT

0 700' 1400'

N

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

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City of Lubbock, TX

Lubbock Preston Smith International Airport Lubbock, TX

44140.24

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STATE OF TEXAS

TESSA R. HAZLETT

105004

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M I TH & COOPER , I NC

. F

- 5

10/14/2025

G-004

Erosion Control Summary

VELOCITY CONTROL DEVICES

STONE OUTLET STRUCTURES

STORM INLET SEDIMENT TRAP

TIMBER MATTING AT CONSTRUCTION EXIT

ROCK BEDDING AT CONSTRUCTION EXIT

DIVERSION DIKE AND SWALE COMBINATIONS

DIVERSION, INTERCEPTOR, OR PERIMETER SWALES

DIVERSION, INTERCEPTOR, OR PERIMETER DIKES

PERMANENT PLANTING, SODDING, OR SEEDING

NARRATIVE - SEQUENCE OF CONSTRUCTION (STORM WATER MANAGEMENT) ACTIVITIES:

PRESERVATION OF NATURAL RESOURCES

SOIL STABILIZATION PRACTICES:

STORM WATER MANAGEMENT:

SCS CURVE NUMBER (BEFORE CONSTRUCTION):

COVER AND % OF EXISTING VEGETATIVE COVER:

EXISTING CONDITION OF SOIL & VEGETATIVE

SITE DESCRIPTION

(AFTER CONSTRUCTION):

NAME OF RECEIVING WATERS:

TOTAL AREA TO BE DISTURBED:

TOTAL PROJECT AREA:

MAJOR SOIL DISTURBING ACTIVITIES:

PROJECT DESCRIPTION:

PROJECT SITE:

OTHER:

STORM SEWERS

CURBS AND GUTTERS

SEDIMENT BASINS

SEDIMENT TRAPS

CHANNEL LINERS

STRUCTURAL PRACTICES:

ROCK BERMS

PAVED FLUMES

PIPE SLOPE DRAINS

SILT FENCES

HAY BALES

OTHER:

MULCHING

BUFFER ZONES

SOIL RETENTION BLANKET

TEMPORARY SEEDING

STABILIZED CONSTRUCTION ENTRANCE

LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN

EXCESS DIRT ON PAVED SURFACES REMOVED DAILY

HAUL ROADS AND STAGING AREA DAMPENED FOR DUST CONTROL

OTHER:

REMARKS:

OFFSITE VEHICLE TRACKING:

OTHER EROSION AND SEDIMENT CONTROLS:

HAZARDOUS WASTE (INCLUDING SPILL REPORTING):

INSPECTION:

SANITARY WASTE:

WASTE MATERIALS:

MAINTENANCE:

CONTRACTOR:

SUBCONTRACTOR:

X X

X

X

X

X

MIGRATORY BIRD TREATY ACT:

GENERAL NOTES:

LBB Perimeter Road Rehabilitation Project, includes but is not limited to rehabilitation of the existing asphalt pavement, recycling of the existing surface and base course for use as base for new asphalt surface course. Project also involves marking the proposed perimeter road.

The perimeter of the construction site is currently vegetated with grass. The entire work area is currently paved.

Water from the site flows into area playa lakes

1. In the event that unanticipated archeological deposits are encountered during construction, work in the immediate area will cease and the owner will contact professional archeologist to initiate post-review discovery procedures under the provisions of 36 CFR 800.13.

2. In the event that unanticipated hazardous materials are encountered during construction, work in the immediate area will cease and the engineer and airport operations will be notified.

3. Stockpiles will not be placed within any water of the United States, including wetlands.

4. Inspection: This must occur either:

a. Once a month during dry season.

b. Every 14 days during wet season, and 24 hours after each 0.5 inch rain, or greater, or once a month if there is no rainfall.

c. Hazardous waste: All spills must be reported immediately to the engineer.

d. Off Site Tracking: Please check all four options.

5. Contractor to maintain all haul routes and have sufficient equipment in the form of water trucks for dust control on said haul routes.

If there is a burrowing owl on the nest, and that female does not leave the nest when approached, assume there are eggs or chicks in the hole regardless of the time of year. No work may occur within 100 feet of an active nest.

The active nest(s) must be protected by orange mesh safety fencing.

The federal migratory bird treaty act (mbta) (16 usc 703-711.), 50 cfr 10, and fish & game code 3503, 3513, and 3800, protect migratory and nongame birds, their occupied nests, and their eggs. in the event that migratory birds are encountered onsite during project construction from february 15 to october 1, the superintendent working on the project must take reasonable care to avoid impacts to protected birds, active nests, eggs and/or the young. a person that violates the mbta may be held strictly liable for actions that result in unpermitted take. when migratory bird nests are discovered which may be adversely affected by construction activity, or when a bird is found injured or killed as a result of construction activity, immediately stop work within 50 feet of the nest or bird and notify the rpr/engineer/ and owner.

Sand bags

The order of activities will be as follows:

1. Install sediment controls; silt fences (minimum) and other devices as required to meet TCEQ and EPA requirements.

2. Demolish existing and construct new improvements associated with the project

3. Where applicable, install additional erosion control devices.

4. When all construction activity is complete and the site is approved by the

Engineer, and after preconstruction and SWPPP cover conditions are re-established, remove all temporary sediment controls.

During construction, measures will be implemented by the contractor to help reduce sediment leaving the site. Measures will be selectively placed to achieve maximum containment of disturbed soil. The contractor will be allowed to adjust erosion control measures as necessary to meet full requirements of the contractor

- prepared SWPPP.

All erosion and sediment controls shall be maintained in good working order by the contractor. If a repair is necessary, it shall be done at the earliest date possible. The areas adjacent to creeks and drainage ways shall have priority followed by devices used for silt reduction in the disturbed areas.

All waste materials shall be collected and stored in a securely lidded metal dumpster.

The dumpster shall meet all state and local solid waste management regulations. All trash and construction debris from the site shall be deposited in the dumpster. The dumpster shall be emptied as necessary or as required by local regulations at an approved landfill. No construction waste material shall be buried on site.

At a minimum, any products in the following categories are considered to be hazardous: petroleum, oils, lubricants, paints, acids for cleaning masonary surfaces, cleaning solvents, asphalt products, chemical additives for soil stabilization, petroleums, oils, lubricants, and concrete curing compounds and additives. In the event of a spill, which may be hazardous, the Contractor shall contact the appropriate agency for such type spills immediately. LBB Operations (806-775-2044 or 806-775-2045) shall also be notified in the event of a spill.

All sanitary waste will be collected from the portable units by a licensed sanitary waste management contractor as necessary or as required by local regulation.Sanitary waste containers shall be secured to prevent disturbance by wind.

Staging areas, stockpiles, and haul roads shall be constructed in a manner that will minimize the amount of sediment that may enter receiving waters. Staging areas shall not be located in any wetlands, waterbody or streambeds. Construction staging areas and vehicle maintenance areas shall be constructed by the contractor in a manner to minimize the runoff of pollutants. All waterways shall be cleared as soon as practical of temporary bridges, matting, falsework, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. The Contractor shall be responsible for implementing the necessary pollution protection controls necessary to meet TCEQ and EPA requirements.

Lubbock Preston Smith International Airport, City of Lubbock, Lubbock County, Texas

Staging area, and unplanned haul routes. Planned construction activities include edge grading.

1.80 +/- acres

1.40 +/- acres

EROSION AND SEDIMENT CONTROLS

Contractor to determine when it is necessary to cover haul trucks with a tarpaulin.

X

Inspection of construction sites must be conducted at least once every 14 calendar days and within 24 hours of the end of a storm event of 0.5 inches or greater, unless as otherwise provided in TPDES Construction General Permit Part III.F.7.(c).ii-v.

An inspection report shall be made per each inspection. Based on the inspection results, the controls shall be revised per the inspection report.The contractor shall anticipate coordination with and oversight by the City of Lubbock Storm Water Department.

An inspection shall be performed by the contractor daily of all sediment controls adjacent to any active airfield pavement to insure all controls are securely in place and not at risk of becoming FOD.

X

M

TW

Y

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TWY M

TERMINAL APRON

TS

A

TS

A

TS

A

TS

A

TSA

TSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA

TSA TSA TSA TSA TSA

TS

A

TS

A

TS

A

TS

A

TS

A

ROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

TO

FA

TO

FA

TO

FA

TOFA

TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFA

TOFA TOFA TOFA TOFA TOFA

TO

FA

TO

FA

TO

FA

TO

FA

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FA

TS

A

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A

TS

A

TSA

TS

A

TS

A

TS

A

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A

TS

A

TSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA

TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFA

SF

SF

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SF

SF

SF

SF

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SFSFSFSFSFSFSFSFSFSFSFSFSF

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PROJECT NO.

CLIENT

# DATE DESCRIPTION

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City of Lubbock, TX

Lubbock Preston Smith International Airport Lubbock, TX

44140.24

Parkhill.com

PRINT IN COLOR

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EERL

I C E N S E

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STATE OF TEXAS

TESSA R. HAZLETT

105004

PA

R

K H

I L L

S

M I TH & COOPER , I NC

. F

- 5

10/14/2025

G-005

Erosion Control Site Plan

LEGEND

FULL DEPTH RECLAMATION

CONTRACTOR STAGING AREA

GENERAL NOTES

A. ALL DISTURBED AREAS SHALL BE MONITORED FOR FUGITIVE DUST,

EROSION AND SEDIMENT RUN-OFF AND SHALL BE SEEDED AS

SPECIFIED.

B. CONTRACTOR MAY OPT TO USE OTHER ACCEPTABLE BEST

MANAGEMENT PRACTICES (BMPS) IN LIEU OF BMPS SHOWN.

C. CONTRACTOR SHALL STRATEGICALLY PLACE CONSTRUCTION STONE

ENTRANCES TO CORRESPOND WITH CONTRACTORS OPERATIONS.

D. BMPS SHALL NOT BE INSTALLED INSIDE RSA, TSA, ROFA OR TOFA.

N

0 100' 200'

LIMITS OF DISTURBANCE

FLOW DIRECTION (PROPOSED)

FLOW DIRECTION (EXISTING)

CULVERT INLET SEDIMENT CONTROL

(SEE DETAIL C5/G-006)

SILT FENCE (SEE DETAIL A1/G-006)SF

AutoCAD SHX Text

10'

FLOW

C4/G-006

EXISTING CULVERT

EXTEND SEDIMENT CONTROL MEASURE

UPHILL ENOUGH TO PREVENT WATER FROM

FLOWING AROUND PROTECTION

CULVERT PROTECTION NOTES:

1. FABRIC SHALL ALLOW FOR A MIN. FLOW RATE OF 60 GPM/FT² OF FABRIC

2. ACCEPTABLE ALTERNATE PRODUCT IS TYPE 1 SEDIMENT LOG (20"

DIAMETER) BY AMERICAN EXCELSIOR OR APPROVED EQUAL. ANCHOR

LOG IN PLACE AS RECOMMENDED BY THE MANUFACTURER.

FLOW 2'

PO

ST

6"

COARSE AGGREGATE

(2"-4" DIAMETER)

FILTER FABRIC BARRIER

(SEE A2/C-104)

C5 CULVERT INLET PROTECTION

NOT TO SCALEC4

CULVERT INLET

SEDIMENT CONTROL

NOT TO SCALE

5' MAX. TO

9'

1.

5'

LIMITS OF

DISTURBANCE

LINE

D4 DIVERSION SWALE

NOT TO SCALE

PLACE SPOILS FROM

CHANNEL ON DOWN

HILL SIDE

6" T

O

AA

24" TO 30"

SECTION A-A

NO SCALE

D5 SAND/GRAVEL BAG

NOT TO SCALE

4"

FLOW

1. SET POSTS AND EXCAVATE 4" x 4" TRENCH

UPSLOPE ALONG LINE OF POSTS. 2. SECURE WIRE FENCING TO POSTS.

EXTENSION OF FILTER FABRIC INTO 4" X 4" TRENCH.

FLOW

4" 4"

4"

AS

N

EE

D

ED

4"

3. ATTACH FILTER MATERIAL TO WIRE FENCE AND

EXTEND IT INTO THE TRENCH.

4. BACKFILL AND COMPACT THE EXCAVATED SOD.

SILT FENCE NOTES:

1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO

FENCE POSTS WITH WIRE TIES OR STAPLES.

2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN

WIRE FENCE WITH TIES SPACED EVERY 24" AT THE TOP

AND MIDSECTION.

3. FILTER FABRIC SHALL BE CUT FROM A CONTINUOUS

ROLL TO LENGTH REQUIRED MINIMIZING JOINTS WHERE

POSSIBLE.

4. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH

OTHER, THEY SHALL BE OVERLAPPED 12" AT THE POSTS

AND FOLDED. SPACE POSTS AT MAX 10FT.

5. FENCE POSTS SHALL BE CAPABLE OF SUPPORTING

FENCE AND MAY BE METAL OR WOOD.

6. INSPECT AND CLEAN THE UPFLOW SIDE OF THE SILT

FENCE AS NEEDED.

7. REMOVE THE SILT FENCE AND RESTORE THE SITE ONCE

REQUIREMENTS OF SWPPP ARE MET AND PRIOR TO

FINAL PAYMENT BEING RELEASED TO CONTRACTOR.

FLOW

FLOW FLOW

FILTER FABRIC

WIRE FENCE

POST

10'MAX.

A1 SILT FENCE

NOT TO SCALE

50' MIN.

' M

IN

COARSE AGGREGATEPLAN

4' 4'

8" M

IN

6:1 MIN.

SLOPE (TYP)

APPROACH

PROFILE

DRAIN TO SEDIMENT

TRAPPING DEVICE

50' MIN.

FOUNDATION

COURSE 6" MIN. TRANSITION

APPROACH

TRANSITION

A4 STABILIZED CONSTRUCTION ENTRANCE & EXIT

NOT TO SCALE

4 FT MAX

4 FT MAX

FIBER ROLLS

IN

M

IN

IN

TYPICAL FIBER ROLL INSTALLATION ENTRENCHMENT DETAIL

M

AX

VERTICAL SPACING

MEASURED ALONG

THE FACE OF THE

SLOPE VARIES

BETWEEN 8 FT AND

20 FT

INSTALL A FIBER ROLL

NEAR SLOPE WHERE IT

TRANSITIONS INTO A

STEEPER SLOPE

NOTE: INSTALL FIBER

ROLL ALONG A LEVEL

CONTOUR.

4 FT MAX

4 FT MAX

SLOPE

VARIES

FIBER ROLL

8 IN. MIN.

1 IN. x 1 IN.

WOOD STAKES

MAX. 4 FT

SPACING

6"

B4 TYPICAL FIBER ROLL INSTALLATION AND ENTRENCHMENT DETAIL

NOT TO SCALE

STABILIZED CONSTRUCTION ENTRANCE NOTES:

1. THE LENGTH OF THE TYPE 1 CONSTRUCTION EXIT

SHALL NOT BE LESS THAN 50'.

2. THE COARSE AGGREGATE SHOULD BE OPEN

GRADED WITH A SIZE OF 4" TO 8".

3. THE APPROACH SHOULD BE NO STEEPER THAN 6:1.

4. THE CONSTRUCTION EXIT FOUNDATION COURSE

SHALL NE FLEXIBLE BASE, BITUMINOUS CONCRETE

OR PORTLAND CEMENT CONCRETE.

5. THE CONSTRUCTION EXIT SHALL BE GRADED TO

ALLOW DRAINAGE TO A SEDIMENT TRAPPING

DEVICE.

G-006

Erosion Control Details

PROJECT NO.

CLIENT

# DATE DESCRIPTION

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44140.24

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10/14/2025

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Lubbock Preston Smith International Airport Lubbock, TX

44140.24

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G-007

Overall Safety & Phasing Plan

LEGEND

PHASE 1

PHASE 2

CONTRACTOR

STAGING AREA

PROPOSED HAUL

ROUTE PHASE 1

PHASING GENERAL NOTES

A. THIS PAGE IS INTENDED TO BE PRINTED IN COLOR. IF NOT, CONTACT ENGINEER

AS SOON AS POSSIBLE.

B. THIS PLAN IS INTENDED TO GIVE THE CONTRACTOR AN UNDERSTANDING OF THE

PHASING GOALS. ANY DEVIATION, HOWEVER, SHALL BE APPROVED BY AND

ENGINEER PRIOR TO THE PRECONSTRUCTION MEETING.

C. SCHEDULE IS IN CALENDAR DAYS. A CONTRACT TIME EXTENSION WILL BE

CONSIDERED FOR ANY DAYS LOST BECAUSE OF ADVERSE WEATHER. ANY

APPROVED EXTENSION OF TIME MUST BE SUPPORTED BY CONTRACTOR

DOCUMENTATION THAT CRITICAL PATH ACTIVITIES WERE IMPACTED. REQUESTS

MUST BE MADE WITHIN 7 CALENDAR DAYS OF THE DAY IN QUESTION. REQUESTS

WILL BE DISCUSSED AND APPROVED/DISAPPROVED DURING THE NEXT PROGRESS

MEETING WITH THE OWNER.

D. CONTRACTOR SHALL MEET ALL SCHEDULE AND PHASING GOALS IF AN

ALTERNATE SCHEDULE IS PROPOSED. SEE GOALS LISTED ON PHASING PLAN.

E. TOTAL CONTRACT TIME OF 85 CALENDAR DAYS IS BASED ON THE NUMBER OF

DAYS ALLOTTED TO COMPLETE PHASES 1 - 3 INCLUDING CURE TIME AND

COMPLETION OF PUNCH LIST.

F. INSTALL LOW PROFILE AVIATION BARRICADES ACROSS ALL AIRCRAFT MOVEMENT

AREAS ADJACENT TO CONSTRUCTION AREAS WITH ONE OR A COMBINATION OF

DETAIL A5/G-501 INSTALL OUTSIDE SAFETY AREA, OR ALONG EDGE OF APRON.

G. THE CONTRACTOR SHALL MAINTAIN ALL AIRSIDE PAVEMENTS FREE OF

CONSTRUCTION DEBRIS. IF EQUIPMENT IS ROUTED ACROSS PAVEMENT, SWEEP

THE PAVEMENT AS NEEDED TO ENSURE AIRCRAFT SAFETY. ENSURE HAUL

ROUTES REMAIN CLEAN AND SWEPT.

H. AIRCRAFT ALWAYS HAVE THE RIGHT-OF-WAY.

I. MARK AND LIGHT CONSTRUCTION AREAS AND VEHICLES AS REQUIRED IN LATEST

EDITION OF AC 150/5370-2.

J. WORK AREA BOUNDARY IN ALL UNPAVED AREAS SHALL BE MARKED WITH A

POSITIVE BARRIER WATER BALLASTED SYSTEM. BARRIER SYSTEM SHALL BE

SPACED AT 10FT SPACING.

K. CONTRACTOR SHALL MAINTAIN A 10FT CLEAR AREA ADJACENT TO BUILDING,

FENCE, OR AIRPORT STRUCTURE. AREA SHALL BE CLEAR OF STOCKPILES,

MATERIAL OR EQUIPMENT.

L. AT ALL TIMES THE CONTRACTOR SHALL TAKE PRECAUTIONS NECESSARY TO

PROTECT STRUCTURES AND TREES ADJACENT TO WORK AREA. ANY DAMAGE

CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED TO THE

SATISFACTION OF THE ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE.

M. THE CONTRACTOR SHALL NOT BE INSIDE A RUNWAY OR TAXIWAY OBJECT FREE

AREA AT ANY TIME.

N. CONTRACTOR IS TO USE CAUTION DURING CONSTRUCTION TO PROTECT

EXISTING TAXIWAY SIGNS, LIGHTS, NAVIGATIONAL AIDS, AND OTHER AIRPORT

STRUCTURES.

O. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND NOT FROM SURVEY.

CONTRACTOR WILL BE RESPONSIBLE FOR CONTACTING CALL TEXAS811, DIG

TESS, FAA, AND THE AIRPORT TO CONFIRM LOCATION OF ALL UTILITIES.

PRECAUTIONS SHALL BE TAKEN TO PROTECT EXISTING UTILITIES AND OTHER

INFRASTRUCTURE.

P. CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PROTECT EXISTING

STRUCTURES (BUILDINGS, FENCE, UTILITIES, ETC.). ANY DAMAGE SHALL BE

REPAIRED AT THE CONTRACTOR'S SOLE EXPENSE.

Q. VERIFY LIMITS WITH ENGINEER PRIOR TO BEGINNING DEMOLITION.

R. CONTRACTOR SHALL COMPLETE ALL PUNCH LIST WORK WITHIN ALLOTTED TIME

PER PHASE.

S. CONTRACTOR SHALL TAKE PRECAUTIONS WHEN USING EXISTING ROADS AS HAUL

ROUTES. CONTRACTOR SHALL DISCUSS ALTERNATIVE HAUL ROUTES WITH

ENGINEER IF NEEDED. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO

EXISTING ROADS CAUSED BY CONSTRUCTION TRAFFIC.

T. CONTRACTOR TO PROVIDE ACCESS TO ONE LANE (MINIMUM 9FT WIDE) OF THE

PERIMETER ROAD DURING DEMOLITION AND CONSTRUCTION.

U. PHASING PLAN SHALL ADHERE TO GUIDANCE WITHIN MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (LATEST EDITION), INCLUDING BARRICADES,

SIGNAGE, ETC. REFER TO GUIDANCE ON SHEET G-501.

V. CONTRACTOR TO PROVIDE BARRICADES AND SIGNAGE WHEN PERIMETER ROAD

IS CLOSED OR REDUCED TO SINGLE LANE. REFER TO SHEET G-501 FOR

GUIDANCE.

W. CONTRACTOR TO PROVIDE KEY LOCK THAT WILL BE INTERLOCKED WITH EXISTING

AIRPORT LOCK AND CHAIN ON CONTRACTOR ACCESS GATE. CONTRACTOR WILL

BE RESPONSIBLE FOR KEY CONTROL OF THE LOCK. CONTRACTOR WILL BE

TRAINED BY AIRPORT OPERATIONS TO PERFORM VEHICLE INSPECTIONS TO BE

COMPLETED BY CONTRACTORS BADGES PERSONAL. VEHICLE INSPECTION MUST

OCCUR FOR EACH CONSTRUCTION VEHICLE ENTERING THE AOA.

X. THE CONTRACTOR MUST NOTIFY LBB AIRFIELD OPERATIONS WHEN WORK IS

COMPLETED EACH DAY SO THAT THE GATE CAN BE CHECKED PRIOR TO THE

CONTRACTOR LEAVING THE AREA.

Y. CONTRACTOR IS ALLOWED TO ONLY WORK IN ONE PHASE AT A TIME AND MUST

REACH SUBSTANTIAL COMPLETION IN A GIVEN PHASE BEFORE TRANSITIONING TO

ANOTHER PHASE OF THE PROJECT

SUMMARY OF PROJECT TIME AND LIQUIDATION DAMAGES

PHASE TIME (CALENDAR DAYS) LIQUIDATED DAMAGES

TIME WILL NOT BE

RESTRICTED FOR EACH

PHASE, BUT ONLY THE

OVERALL CONTRACT TIME

WILL BE MONITORED.

N/A

2 N/A

3* 8 HOURS N/A

SUBSTANTIAL COMPLETION 75 $2,690 / CALENDAR DAY

PUNCH LIST 10 $2,690 / CALENDAR DAY

FINAL COMPLETION 85 N/A

N 0 250' 500'

PROPOSED HAUL

ROUTE PHASE 2

LIMITS OF

CONTRACTOR ACCESS

PHASE 3 PROPOSED HAUL

ROUTE PHASE 3

STOCKPILE

LOCATION

CONSTRUCTION GATE

*NIGHT TIME WORK IS REQUIRED

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City of Lubbock, TX

Lubbock Preston Smith International Airport Lubbock, TX

44140.24

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1 10/14/2025 Bid Set

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EERL

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STATE OF TEXAS

TESSA R. HAZLETT

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I L L

S

M I TH & COOPER , I NC

. F

- 5

10/14/2025

G-008

Construction Safety & Phasing Plan Phase 1 (Sheet 1 Of 2)

PHASE 1

ACTIVE RUNWAY/TAXIWAY/APRON

LOW PROFILE AVIATION BARRICADE (SEE DETAIL A5/G-501)

ORANGE "CONSTRUTION AHEAD" SIGN

(SEE DETAIL C1/G-501)

LEGEND

N

TAXIWAY R

N

0 40' 80'

N 0 40' 80'

A. MAINTAIN ACCESS TO ACTIVE TERMINAL APRON AND TAXIWAY MIKE AT

ALL TIMES DURING PHASE 1.

B. MAINTAIN ACTIVE HALF-WIDTH OF ROADWAY AT ALL TIMES.

A. CONTRACTOR SHALL COORDINATE WITH AIRPORT OPERATIONS FOR

DAILY TRAFFIC AND APPROVED WORK AREA.

B. HALF WIDTH PHASING PLAN SHALL ADHERE TO GUIDANCE WITHIN

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION),

INCLUDING BARRICADES, SIGNAGE, ETC. REFER TO GUIDANCE ON

SHEET G-501.

C. TAXIWAY SAFETY AREA IS SET AT 85.5 FT FROM TAXIWAY CENTERLINE.

D. THE CONTRACTOR SHALL MAINTAIN ALL AIRSIDE PAVEMENTS FREE OF

CONSTRUCTION DEBRIS. IF EQUIPMENT IS ROUTED ACROSS PAVEMENT,

SWEEP THE PAVEMENT AS NEEDED TO ENSURE AIRCRAFT SAFETY.

E. AIRCRAFT ALWAYS HAVE THE RIGHT-OF-WAY.

F. APPLY P-608 ON HOT MIX SURFACE IN PHASE 3 IF ADDITIVE ALTERNATE

NO. 1 IS AWARDED.

G. MARK ALL REHABILITATED PAVEMENT IN PHASE 3.

PHASING NOTES

PHASING GOALS

AS INDICATED BY: 00

KEY NOTES

1. LOW PROFILE AVIATION BARRICADES (SPACED AT 4 FT.) AT END OF

WORK ZONE AT SAFETY AREA BOUNDARY, OR ALONG EDGE OF

APRON. BARRICADES INTENDED TO ALERT AIRCRAFT TRAFFIC OF

CONSTRUCTION ZONE AND ALSO PREVENT CONSTRUCTION

EQUIPMENT FROM ENCROACHING INTO SAFETY AREA.

2. INSTALL TEMPORARY ORANGE CONSTRUCTION SIGNS WITH

"CONSTRUCTION AHEAD" MESSAGING IN ACCORDANCE WITH

APPENDIX F, FIGURE F-1 IN AC 150/5370-2 ADDRESSING TRAFFIC IN

BOTH DIRECTIONS.

3. CONTRACTOR TO REMAIN CLEAR OF EXISTING FRENCH DRAIN.

PROTECT IN PLACE.

MATCHLINE THIS SHEET

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# DATE DESCRIPTION

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City of Lubbock, TX

Lubbock Preston Smith International Airport Lubbock, TX

44140.24

Parkhill.com

PRINT IN COLOR

1 10/14/2025 Bid Set

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EERL

I C E N S E

D

STATE OF TEXAS

TESSA R. HAZLETT

105004

PA

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K H

I L L

S

M I TH & COOPER , I NC

. F

- 5

10/14/2025

G-009

Construction Safety & Phasing Plan Phase 1 (Sheet 2 Of 2)

PHASE 1

ACTIVE RUNWAY/TAXIWAY/APRON

LEGEND

N

TAXIWAY R

N 0 40' 80'

LOW PROFILE AVIATION BARRICADE (SEE DETAIL A5/G-501)

ORANGE "CONSTRUTION AHEAD" SIGN

(SEE DETAIL C1/G-501)

A. MAINTAIN ACCESS TO ACTIVE TERMINAL APRON AND TAXIWAY MIKE AT

ALL TIMES DURING PHASE 1.

B. MAINTAIN ACTIVE HALF-WIDTH OF ROADWAY AT ALL TIMES.

A. CONTRACTOR SHALL COORDINATE WITH AIRPORT OPERATIONS FOR

DAILY TRAFFIC AND APPROVED WORK AREA.

B. HALF WIDTH PHASING PLAN SHALL ADHERE TO GUIDANCE WITHIN

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION),

INCLUDING BARRICADES, SIGNAGE, ETC. REFER TO GUIDANCE ON

SHEET G-501.

C. TAXIWAY SAFETY AREA IS SET AT 85.5 FT FROM TAXIWAY CENTERLINE.

D. THE CONTRACTOR SHALL MAINTAIN ALL AIRSIDE PAVEMENTS FREE OF

CONSTRUCTION DEBRIS. IF EQUIPMENT IS ROUTED ACROSS PAVEMENT,

SWEEP THE PAVEMENT AS NEEDED TO ENSURE AIRCRAFT SAFETY.

E. AIRCRAFT ALWAYS HAVE THE RIGHT-OF-WAY.

F. APPLY P-608 ON HOT MIX SURFACE IN PHASE 3 IF ADDITIVE ALTERNATE

NO. 1 IS AWARDED.

G. MARK ALL REHABILITATED PAVEMENT IN PHASE 3.

PHASING NOTES

PHASING GOALS

AS INDICATED BY: 00

KEY NOTES

1. LOW PROFILE AVIATION BARRICADES (SPACED AT 4 FT.) AT END OF

WORK ZONE AT SAFETY AREA BOUNDARY, OR ALONG EDGE OF

APRON. BARRICADES INTENDED TO ALERT AIRCRAFT TRAFFIC OF

CONSTRUCTION ZONE AND ALSO PREVENT CONSTRUCTION

EQUIPMENT FROM ENCROACHING INTO SAFETY AREA.

2. INSTALL ONE LANE TWO-WAY CONTROL WITH YIELD SIGNS. SEE

A3/G-501.

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City of Lubbock, TX

Lubbock Preston Smith International Airport Lubbock, TX

44140.24

Parkhill.com

PRINT IN COLOR

1 10/14/2025 Bid Set

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EERL

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STATE OF TEXAS

TESSA R. HAZLETT

105004

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I L L

S

M I TH & COOPER , I NC

. F

- 5

10/14/2025

G-110

Construction Safety & Phasing Plan Phase 2 (Sheet 1 Of 2)

PHASE 2

ACTIVE RUNWAY/TAXIWAY/APRON

LEGEND

N

TAXIWAY R

N

0 40' 80'

N 0 40' 80'

LOW PROFILE AVIATION BARRICADE (SEE DETAIL A5/G-501)

ORANGE "CONSTRUTION AHEAD" SIGN

(SEE DETAIL C1/G-501)

A. MAINTAIN ACCESS TO ACTIVE TERMINAL APRON AND TAXIWAY MIKE AT

ALL TIMES DURING PHASE 2.

B. MAINTAIN ACTIVE HALF-WIDTH OF ROADWAY AT ALL TIMES.

A. CONTRACTOR SHALL COORDINATE WITH AIRPORT OPERATIONS FOR

DAILY TRAFFIC AND APPROVED WORK AREA.

B. HALF WIDTH PHASING PLAN SHALL ADHERE TO GUIDANCE WITHIN

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION),

INCLUDING BARRICADES, SIGNAGE, ETC. REFER TO GUIDANCE ON

SHEET G-501.

C. TAXIWAY SAFETY AREA IS SET AT 85.5 FT FROM TAXIWAY CENTERLINE.

D. THE CONTRACTOR SHALL MAINTAIN ALL AIRSIDE PAVEMENTS FREE OF

CONSTRUCTION DEBRIS. IF EQUIPMENT IS ROUTED ACROSS PAVEMENT,

SWEEP THE PAVEMENT AS NEEDED TO ENSURE AIRCRAFT SAFETY.

E. AIRCRAFT ALWAYS HAVE THE RIGHT-OF-WAY.

F. APPLY P-608 ON HOT MIX SURFACE IN PHASE 3 IF ADDITIVE ALTERNATE

NO. 1 IS AWARDED.

G. MARK ALL REHABILITATED PAVEMENT IN PHASE 3.

PHASING NOTES

PHASING GOALS

AS INDICATED BY: 00

1. LOW PROFILE AVIATION BARRICADES (SPACED AT 4 FT.) AT END OF

WORK ZONE AT SAFETY AREA BOUNDARY, OR ALONG EDGE OF

APRON. BARRICADES INTENDED TO ALERT AIRCRAFT TRAFFIC OF

CONSTRUCTION ZONE AND ALSO PREVENT CONSTRUCTION

EQUIPMENT FROM ENCROACHING INTO SAFETY AREA.

2. INSTALL TEMPORARY ORANGE CONSTRUCTION SIGNS WITH

"CONSTRUCTION AHEAD" MESSAGING IN ACCORDANCE WITH

APPENDIX F, FIGURE F-1 IN AC 150/5370-2 ADDRESSING TRAFFIC IN

BOTH DIRECTIONS.

3. CONTRACTOR TO REMAIN CLEAR OF EXISTING FRENCH DRAIN.

PROTECT IN PLACE.

MATCHLINE THIS SHEET

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KEY NOTES

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# DATE DESCRIPTION

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City of Lubbock, TX

Lubbock Preston Smith International Airport Lubbock, TX

44140.24

Parkhill.com

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1 10/14/2025 Bid Set

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EERL

I C E N S E

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STATE OF TEXAS

TESSA R. HAZLETT

105004

PA

R

K H

I L L

S

M I TH & COOPER , I NC

. F

- 5

10/14/2025

G-111

Construction Safety & Phasing Plan Phase 2 (Sheet 2 Of 2)

PHASE 2

ACTIVE RUNWAY/TAXIWAY/APRON

LEGEND

N

TAXIWAY R

N 0 40' 80'

LOW PROFILE AVIATION BARRICADE (SEE DETAIL A5/G-501)

ORANGE "CONSTRUTION AHEAD" SIGN

(SEE DETAIL C1/G-501)

A. MAINTAIN ACCESS TO ACTIVE TERMINAL APRON AND TAXIWAY MIKE AT

ALL TIMES DURING PHASE 2.

B. MAINTAIN ACTIVE HALF-WIDTH OF ROADWAY AT ALL TIMES.

A. CONTRACTOR SHALL COORDINATE WITH AIRPORT OPERATIONS FOR

DAILY TRAFFIC AND APPROVED WORK AREA.

B. HALF WIDTH PHASING PLAN SHALL ADHERE TO GUIDANCE WITHIN

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION),

INCLUDING BARRICADES, SIGNAGE, ETC. REFER TO GUIDANCE ON

SHEET G-501.

C. TAXIWAY SAFETY AREA IS SET AT 85.5 FT FROM TAXIWAY CENTERLINE.

D. THE CONTRACTOR SHALL MAINTAIN ALL AIRSIDE PAVEMENTS FREE OF

CONSTRUCTION DEBRIS. IF EQUIPMENT IS ROUTED ACROSS PAVEMENT,

SWEEP THE PAVEMENT AS NEEDED TO ENSURE AIRCRAFT SAFETY.

E. AIRCRAFT ALWAYS HAVE THE RIGHT-OF-WAY.

F. APPLY P-608 ON HOT MIX SURFACE IN PHASE 3 IF ADDITIVE ALTERNATE

NO. 1 IS AWARDED

G. MARK ALL REHABILITATED PAVEMENT IN PHASE 3.

PHASING NOTES

PHASING GOALS

AS INDICATED BY: 00

KEY NOTES

1. LOW PROFILE AVIATION BARRICADES (SPACED AT 4 FT.) AT END OF

WORK ZONE AT SAFETY AREA BOUNDARY, OR ALONG EDGE OF

APRON. BARRICADES INTENDED TO ALERT AIRCRAFT TRAFFIC OF

CONSTRUCTION ZONE AND ALSO PREVENT CONSTRUCTION

EQUIPMENT FROM ENCROACHING INTO SAFETY AREA.

2. INSTALL ONE LANE TWO-WAY CONTROL WITH YIELD SIGNS. SEE

A3/G-501.

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CLIENT

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City of Lubbock, TX

Lubbock Preston Smith International Airport Lubbock, TX

44140.24

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1 10/14/2025 Bid Set

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EERL

I C E N S E

D

STATE OF TEXAS

TESSA R. HAZLETT

105004

PA

R

K H

I L L

S

M I TH & COOPER , I NC

. F

- 5

10/14/2025

G-112

Construction Safety & Phasing Plan Phase 3 (Sheet 1 Of 2)

PHASE 3 (P-608 AND PAVEMENT MARKINGS)

A. MAINTAIN ACCESS TO ACTIVE TERMINAL APRON AND TAXIWAY MIKE AT

ALL TIMES DURING PHASE 3.

B. LIMIT FULL-WIDTH CLOSURE TO 6 HOURS FOR APPLICATION AND CURE

OF P-608 IF ADDITIVE ALTERNATE NO. 1 IS AWARDED. LIMIT FULL-WIDTH

CLOSURE TO 2 HOURS FOR TEMPORARY MARKING.

C. NIGHT TIME WORK IS REQUIRED.

D. PERMANENT MARKINGS SHALL BE APPLIED AFTER A 30 DAY CURE TIME.

CONTRACT TIME WILL STOP DURING THE 30 DAY CURE PERIOD. LIMIT

FULL-WIDTH CLOSURE FOR PERMANENT MARKINGS TO 2 HOURS.

ACTIVE RUNWAY/TAXIWAY/APRON

LEGEND

N

TAXIWAY R

N

0 40' 80'

N 0 40' 80'

A. CONTRACTOR SHALL COORDINATE WITH AIRPORT OPERATIONS FOR

DAILY TRAFFIC AND APPROVED WORK AREA.

B. FULL WIDTH PHASING PLAN SHALL ADHERE TO GUIDANCE WITHIN

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION),

INCLUDING BARRICADES, SIGNAGE, ETC. REFER TO GUIDANCE ON

SHEET G-501.

C. TAXIWAY SAFETY AREA IS SET AT 85.5 FT FROM TAXIWAY CENTERLINE.

D. THE CONTRACTOR SHALL MAINTAIN ALL AIRSIDE PAVEMENTS FREE OF

CONSTRUCTION DEBRIS. IF EQUIPMENT IS ROUTED ACROSS PAVEMENT,

SWEEP THE PAVEMENT AS NEEDED TO ENSURE AIRCRAFT SAFETY.

E. AIRCRAFT ALWAYS HAVE THE RIGHT-OF-WAY.

PHASING NOTES

PHASING GOALS

AS INDICATED BY: 00

KEY NOTES

1. LOW PROFILE AVIATION BARRICADES (SPACED AT 4 FT.) AT END OF

WORK ZONE AT SAFETY AREA BOUNDARY, OR ALONG EDGE OF

APRON. BARRICADES INTENDED TO ALERT AIRCRAFT TRAFFIC OF

CONSTRUCTION ZONE AND ALSO PREVENT CONSTRUCTION

EQUIPMENT FROM ENCROACHING INTO SAFETY AREA.

2. INSTALL TEMPORARY ORANGE CONSTRUCTION SIGNS WITH

"CONSTRUCTION AHEAD" MESSAGING IN ACCORDANCE WITH

APPENDIX F, FIGURE F-1 IN AC 150/5370-2 ADDRESSING TRAFFIC IN

BOTH DIRECTIONS.

3. CONTRACTOR TO REMAIN CLEAR OF EXISTING FRENCH DRAIN.

PROTECT IN PLACE.

LOW PROFILE AVIATION BARRICADE (SEE DETAIL A5/G-501)

ORANGE "CONSTRUTION AHEAD" SIGN

(SEE DETAIL C1/G-501)

MATCHLINE THIS SHEET

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PROJECT NO.

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City of Lubbock, TX

Lubbock Preston Smith International Airport Lubbock, TX

44140.24

Parkhill.com

PRINT IN COLOR

1 10/14/2025 Bid Set

PRO

FESS I ONA L ENG I N

EERL

I C E N S E

D

STATE OF TEXAS

TESSA R. HAZLETT

105004

PA

R

K H

I L L

S

M I TH & COOPER , I NC

. F

- 5

10/14/2025

G-113

Construction Safety & Phasing Plan Phase 3 (Sheet 2 Of 2)

PHASE 3 (P-608 AND PAVEMENT MARKINGS)

ACTIVE RUNWAY/TAXIWAY/APRON

LEGEND

N

TAXIWAY R

N 0 40' 80'

A. CONTRACTOR SHALL COORDINATE WITH AIRPORT OPERATIONS FOR

DAILY TRAFFIC AND APPROVED WORK AREA.

B. FULL WIDTH PHASING PLAN SHALL ADHERE TO GUIDANCE WITHIN

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION),

INCLUDING BARRICADES, SIGNAGE, ETC. REFER TO GUIDANCE ON

SHEET G-501.

C. TAXIWAY SAFETY AREA IS SET AT 85.5 FT FROM TAXIWAY CENTERLINE.

D. THE CONTRACTOR SHALL MAINTAIN ALL AIRSIDE PAVEMENTS FREE OF

CONSTRUCTION DEBRIS. IF EQUIPMENT IS ROUTED ACROSS PAVEMENT,

SWEEP THE PAVEMENT AS NEEDED TO ENSURE AIRCRAFT SAFETY.

E. AIRCRAFT ALWAYS HAVE THE RIGHT-OF-WAY.

PHASING NOTES

LOW PROFILE AVIATION BARRICADE (SEE DETAIL A5/G-501)

ORANGE "CONSTRUTION AHEAD" SIGN

(SEE DETAIL C1/G-501)

M

AT

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E

SH

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G -1

A. MAINTAIN ACTIVE TERMINAL APRON AND TAXIWAY MIKE AT ALL TIMES

DURING PHASE 3.

B. LIMIT FULL-WIDTH CLOSURE TO 6 HOURS FOR APPLICATION AND CURE

OF P-608 IF ADDITIVE ALTERNATE NO. 1 IS AWARDED. LIMIT FULL-WIDTH

CLOSURE TO 2 HOURS FOR MARKING.

C. NIGHT TIME WORK IS REQUIRED.

D. PERMANENT MARKINGS SHALL BE APPLIED AFTER A 30 DAY CURE TIME.

CONTRACT TIME WILL STOP DURING THE 30 DAY CURE PERIOD. LIMIT

FULL-WIDTH CLOSURE FOR PERMANENT MARKINGS TO 2 HOURS.

PHASING GOALS

AS INDICATED BY: 00

KEY NOTES

1. LOW PROFILE AVIATION BARRICADES (SPACED AT 4 FT.) AT END OF

WORK ZONE AT SAFETY AREA BOUNDARY, OR ALONG EDGE OF

APRON. BARRICADES INTENDED TO ALERT AIRCRAFT TRAFFIC OF

CONSTRUCTION ZONE AND ALSO PREVENT CONSTRUCTION

EQUIPMENT FROM ENCROACHING INTO SAFETY AREA.

2. INSTALL ONE LANE TWO-WAY CONTROL WITH YIELD SIGNS. SEE

A3/G-501.

4" 4"

5' -0

" M

IN

45°

8-

B5 TYPE III BARRICADE

NOT TO SCALE

A5

LOW PROFILE

AVIATION BARRICADE

NOT TO SCALE

PLAN VIEW

NO SCALE

FRONT ELEVATION

NO SCALE

EACH DRUM SHALL

HAVE A MINIMUM OF 2

ORANGE AND 2 WHITE

STRIPES USING TYPE

A OR TYPE B

RETROFLECTIVE

SHEETING WITH THE

TOP STRIPE BEING

ORANGE

16" DIA. (TYP) FOR

MOUNTING SIGNS

AND WARNING

LIGHTS

TAPER TO ALLOW

FOR STACKING A

MINIMUM OF 5

DRUMS

HANDLE

TOP SHOULD NOT

ALLOW CONNECTION

OF WATER OR DEBRIS

" M

IN

" M

AX

2" MAX TYP.

4" MIN 8" MAX

4" MAX

4" MIN 8" MAX

18" min

3"-4"

4" MIN. ORANGE

4" MIN. WHITE

4" MIN. ORANGE

4" MIN. WHITE

2" MIN.

2" MIN.

2" MIN.

2"

M

IN

7' M

IN

8' M

AX

6' - 12'

FRANGIBLE

COUPLING 12"X30"X3/4"

PLYWOOD

STABILIZE WITH

SANDBAGS

2"X8" WITH 6"

WIDE ORANGE

REFLECTIVE

STRIPING ON

PAINTED WHITE

BACKGROUND

SOLAR OR BATTERY

OPERATED RED

FLASHING LIGHTS

2"X8"

SOLAR OR BATTERY

OPERATED RED

FLASHING LIGHTS

12"X30"X3/4"

PLYWOOD

WITH 2"

FRANGABLE

COUPLING AND

RISER TO 2"X8"

D

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SP

AC

IN

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W20-4 48" X 48"

(SEE DETAIL D1)

0'

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(SEE DETAIL B5)

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R1-2E 48" X 48" X 48"

(SEE DETAIL D1)

R1-2AP

48" X 36"

GENERAL SAFETY/NOTES

A. INSPECT BARRICADES DAILY AND MAKE REPAIRS AND ADJUSTMENTS IN A TIMELY

MANNER. PROVIDE INSPECTION LOGS TO ENGINEER.

B. EMPLOYEE PARKING SHALL BE WITHIN THE STAGING AREA. ONLY AUTHORIZED

VEHICLES SHALL BE PERMITTED INSIDE THE AIRCRAFT OPERATION AREA (AOA)

SECURITY FENCE.

C. AN LBB SECURITY-APPROVED EMPLOYEE SHALL MAN CONSTRUCTION GATE AT ALL

TIMES. ALL NON-BADGED PERSONNEL, UNLESS A CONTRACTOR'S EMPLOYEE WHO

IS BEING PROPERLY ESCORTED, SHALL NOT BE ALLOWED TO ENTER THE AOA.

D. ALL CONTRACTOR'S VEHICLES SHALL BE CLEARLY MARKED WITH THE COMPANY'S

NAME AND FLASHING YELLOW LIGHT.

E. CONSTRUCTION EQUIPMENT SHALL HAVE AN ORANGE AND WHITE FLAG.

F. THE CONTRACTOR SHALL SUBMIT A SECURITY PLAN AT THE PRE-CONSTRUCTION

CONFERENCE OUTLINING PROCEDURES FOR MAINTAINING A SECURE AOA

INCLUDING COMMUNICATIONS WITH THE ATCT.

G. EQUIPMENT AND MATERIAL SHALL NOT PENETRATE THE THRESHOLD SITING

SURFACE OR THE PRECISION OBSTACLE CLEARANCE AREAS. MATERIAL

STOCKPILES SHALL NOT PENETRATE THE PRIMARY, APPROACH OR TRANSITIONAL

SURFACES. ALL EQUIPMENT OR OTHER OBJECTS THAT PENETRATE ANY OF THE

IMAGINARY SURFACES MUST BE COORDINATED WITH THE ENGINEER IN ADVANCE.

OBSTRUCTIONS TO THE IMAGINARY SURFACES MUST BE MARKED AND/OR LIGHTED

IN ACCORDANCE WITH FAA GUIDELINES.

H. THE CONTRACTOR SHALL PREPARE AND SUBMIT A DETAILED SAFETY PLAN AT THE

PRE-CONSTRUCTION CONFERENCE. THE PLAN SHALL DETAIL PLACEMENT OF

SAFETY DEVICES, MARKING, LIGHTING, ETC, DURING EACH PHASE OF THE

PROJECT AS REQUIRED IN LATEST EDITION OF AC150/5370-2 INCLUDED IN THE

SPECIFICATIONS.

I. THE CONTRACTOR SHALL PROVIDE A 24-HOUR POINT OF CONTACT WHO WILL BE

RESPONSIBLE FOR IMMEDIATE CORRECTION OF SAFETY CONCERNS.

J. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS OF

LATEST EDITION OF AC-150/5370-2 "OPERATIONAL SAFETY ON AIRPORTS DURING

CONSTRUCTION.

K. CONTINUALLY CLEAR TAXIWAY, APRONS, AND RUNWAYS OF FOREIGN OBJECT

DEBRIS RESULTING FROM CONSTRUCTION ACTIVITY. REMAIN OFF PAVED RUNWAY

SURFACES.

L. THE CONTRACTOR SHALL PROVIDE A SAFETY OFFICER/CONSTRUCTION INSPECTOR

FAMILIAR WITH AIRPORT SAFETY TO MONITOR CONSTRUCTION ACTIVITIES. THIS

INDIVIDUAL SHALL NOT BE THE PROJECT SUPERINTENDENT. MARK ALL CRITICAL

SURFACES BY FLAGGING OR OTHER APPROVED MEANS.

M. RESTRICT MOVEMENT OF CONSTRUCTION VEHICLES TO CONSTRUCTION AREAS BY

FLAGGING AND BARRICADING, ERECTING TEMPORARY FENCING, OR PROVIDING

ESCORTS AS APPROPRIATE.

N. NO CONSTRUCTION SHALL OCCUR WITHIN 250-FT OF RUNWAY 17R-35L

CENTERLINE, TO A DISTANCE OF 1,000 FT BEYOND THE RUNWAY THRESHOLD,

UNLESS THE RUNWAY IS CLOSED.

O. PERSONNEL, MATERIAL AND OR EQUIPMENT MUST NOT PENETRATE THE OFZ OR

INNER APPROACH OFZ AS DEFINED IN LATEST EDITION OF AC 150/5300-13.

P. CONTRACTOR SHALL REMAIN IN CONTACT WITH TOWER AT ALL TIMES.

Q. DURING NIGHT TIME WORK, CONTRACTOR SHALL ORIENT CONSTRUCTION LIGHTS

SO THEY DO NOT IMPACT APPROACHING AIRCRAFT.

R. EACH CREW WILL BE REQUIRED TO HAVE A LBB OPERATIONS-BADGED

SUPERVISOR WITH THE CREW AT ALL TIMES.

S. DO NOT STORE MATERIAL OR STAGE EQUIPMENT WITHIN 10 FT OF PERIMETER

SECURITY FENCE.

A3 ONE LANE TWO-WAY CONTROL WITH YIELD SIGNS

NOT TO SCALE

D2 GRABBER CONE DETAIL

NOT TO SCALED1 TEMPORARY SIGN INSTALLATION

NOT TO SCALE

A1 DRUM DETAIL

NOT TO SCALE

CONSTRUCTION

AHEAD

ENSURE LEGEND IS

NOT OBSTRUCTED

GRADE

C/2

C/2

C/2

C/2

C SEE NOTE 3

SEE NOTE 3

RIGID CONDUIT

DEPTH AS NECESSARY

(MINIMUM 30 INCHES)

NOTES:

1. TEMPORARY SIGNS SHALL MEET FULL

REQUIREMENTS OF AC 150/5345-44 AND

FAA ENGINEERING BRIEF (EB) NO.93.

2. OFFSET FROM CORRESPONDING TAXIWAY

PAVEMENT EDGE SHALL BE IN

ACCORDANCE WITH TABLE 1-1 FROM FAA

AC 150/5340-18. SIGN IS TO BE

CONSIDERED "SIZE 2".

3. CHARACTER HEIGHT (C) SHALL BE 6" PER

SECTION 7.1 OF EB NO.93.

4. SIGNS SHALL MEET MODE 1 CRITERIA PER

SECTION 1.2.5 AND 3.2.4.6 OF AC

150/5345-44.

5. SIGNS SHALL MEET THE REQUIREMENTS

OF SECTION 3.2.6.2 OF AC 150/5345-44.

6. SIGNS SHALL NOT HAVE AN INSTALLED

HEIGHT EXCEEDING 36".

7. SIGNS TO BE MOUNTED AS GRADE OR AS

CLOSE TO GRADE AS POSSIBLE.

CONTRACTOR WILL BE REQUIRED TO

PROVIDE FRANGIBLE SUPPORTS PER AC

150/5345-44.

C1 "CONSTRUCTION AHEAD" SIGN

NOT TO SCALE

PROJECT NO.

CLIENT

# DATE DESCRIPTION

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P

M , s da ne

Pe rim et er

R oa d R eh ab ili ta tio n

City of Lubbock, TX

Lubbock Preston Smith International Airport Lubbock, TX

44140.24

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PRINT IN COLOR

1 10/14/2025 Bid Set

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EERL

I C E N S E

D

STATE OF TEXAS

TESSA R. HAZLETT

105004

PA

R

K H

I L L

S

M I TH & COOPER , I NC

. F

- 5

10/14/2025

G-501

Construction Safety Details

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2+00 3+00 4+00

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A4/C-501

BH8

101.01

101.02

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8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00

A4 /C

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BH7

BORE HOLE TABLE

POINT NAME

BH7

BH8

NORTHING

7300297.4343

7300889.8164

EASTING

956456.0152

956846.0396

CONTROL POINTS

POINT NAME

101.01

101.02

NORTHING

7300940.8110

7300972.4220

EASTING

957031.9260

957032.3140

PROJECT NO.

CLIENT

# DATE DESCRIPTION

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Pe rim et er

R oa d R eh ab ili ta tio n

City of Lubbock, TX

Lubbock Preston Smith International Airport Lubbock, TX

44140.24

Parkhill.com

PRINT IN COLOR

1 10/14/2025 Bid Set

PRO

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EERL

I C E N S E

D

STATE OF TEXAS

TESSA R. HAZLETT

105004

PA

R

K H

I L L

S

M I TH & COOPER , I NC

. F

- 5

10/14/2025

C-101

Pavement Demolition Plan STA 0+00 To 16+00

MATCHLINE STA 8+00 SEE ON THS SHEET

M

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8+

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SE

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0 40' 80'

N 0 40' 80'

DEMOLITION NOTES

A. ISOLATE ALL PAVEMENT TO BE REMOVED BY SAW CUTTING,

FORMING A CLEAN, STRAIGHT EDGE.

B. CONTRACTOR TO MILL THE EXISTING HMAC TO A DEPTH OF

+/- 3", OR AS NECESSARY TO LEAVE A 1" THICK HMAC MAT

IN PLACE. ASPHALT MILLINGS SHALL BE STOCKPILED ON

AIRPORT PROPERTY FOR THE OWNER AT A LOCATION

INDICATED IN THE PLANS. THE REMAINING 1" HMAC LAYER

SHALL THEN BE PULVERIZED INTO THE UNDERLYING 7.5"

AGGREGATE BASE TO YIELD A COMPOSITE 8.5" LAYER OF

RECLAIMED MATERIAL FOR CEMENT TREATMENT MEETING

THE REQUIREMENTS OF TXDOT ITEM 275. ALL OTHER

CONSTRUCTION DEBRIS AND WASTE SHALL BE LAWFULLY

DISPOSED OF OFF-SITE BY THE CONTRACTOR AT THE

CONTRACTOR'S EXPENSE.

C. UTILITIES SHOWN ARE APPROXIMATE AND ARE FOR

INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL

VERIFY LOCATION AND DEPTH OF ALL UTILITIES BY

CONTACTING DIG TESS AND BY COORDINATING ON-SITE

WITH THE FAA AND OWNER. ANY LOCATION OF FAA CABLES

SHALL BE BY VACUUM TRUCK ONLY.

D. REFER TO SHEETS G-007 TO G-113 FOR PHASING AND

SAFETY REQUIREMENTS.

E. CONTRACTOR SHALL TAKE NECESSARY MEASURES TO

PROTECT EXISTING STRUCTURES (BUILDINGS, FENCE,

UTILITIES, ETC.). ANY DAMAGE SHALL BE REPAIRED AT THE

CONTRACTOR'S SOLE EXPENSE.

F. STOCKPILE LOCATION SHALL BE LOCATED NEAR THE

AIRFIELD MAINTENANCE BUILDING EAST OF THE TERMINAL

AS INDICATED IN SHEET G-007.

G. INTENT IS TO NOT DISTURB EXISTING SUBGRADE EXCEPT IF

SUBGRADE PUMPING IS OBSERVED. SEE DETAIL B3/C-501.

H. KEEP EQUIPMENT OFF ASPHALT PAVING TO REMAIN

WHERE POSSIBLE TO AVOID DAMAGES.

TOFA

TSA

EXISTING ASPHALT TO REMAIN

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

SAWCUT FULL DEPTH

ASPHALT SURFACE/BASE TO RECLAIM

CONTROL POINT

LEGEND

BORE HOLE LOCATION

EXISTING CONCRETE TO REMAIN

BH1

EXISTING FENCE

101.01

EXISTING DRAINAGE STRUCTURE

EXISTING FRENCH DRAIN

EXISTING UNDERGROUND ELECTRIC

EXISTING EDGE LIGHT

EXISTING EDGE DRAIN

EXISTING SIGN

EXISTING SEWER LINE

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING FIBER OPTIC LINE

TAXIWAY R

AutoCAD SHX Text D…