10-03a - Plans SS.pdf

PDF 38 MB Posted Feb 23, 2026

Attached to: West Lubbock Water System Expansion
Solicitation number: RFP 26-19431-AE
Issued by: Henderson County, Texas

About this file

Written by GovTribe AI · Feb 24, 2026

This document comprises the 100% construction submittal plans for the West Lubbock Water System Expansion project, prepared by Freese and Nichols, Inc. for the City of Lubbock, Texas. The project involves the design and construction of water pipeline infrastructure serving the city's west service area, including transmission and distribution lines with associated appurtenances, yard piping, and cathodic protection systems.

The project encompasses approximately 3,500 linear feet of 36-inch diameter transmission pipeline along 26th Street and Yuma Avenue, approximately 6,000 linear feet of 24-inch diameter distribution pipeline along Alcove Avenue, approximately 745 linear feet of 30-inch diameter pipeline along 29th Street, and supporting yard piping at the proposed pump station site. The scope includes installation of butterfly valves, air release valves, blowoff valves, access manholes, cathodic protection systems with test stations and rectifiers, and associated pavement repair and restoration. Construction is issued for use with an execution date of April 8, 2025. The project requires contractor compliance with extensive design standards, TCEQ regulations for public water systems, AWWA standards, traffic control requirements, trench safety plans, storm water pollution prevention protocols, and comprehensive utility coordination procedures. Key specifications include hydrostatic testing requirements, disinfection and flushing protocols per AWWA C-651, pipe material certifications to ANSI/NSF standards, minimum cover requirements of 24 inches below ground surface, and detailed joint bonding and cathodic protection procedures. The contractor shall be responsible for all costs related to utility coordination, traffic control, trench safety, environmental compliance, as-built documentation, and restoration of disturbed areas.

View the file

Other files

File	Type	Posted
8-12 - Contact Person Form.pdf	PDF	Feb 23, 2026
9-05 - Insurance Affidavit.pdf	PDF	Feb 23, 2026
4-09 - Safety record questionnaire.pdf	PDF	Feb 23, 2026
6-04 - Reference Form.pdf	PDF	Feb 23, 2026
14-01 - RFP 25-19431-AE - UPDATED.pdf	PDF	Feb 23, 2026
5-10 - Proposed Subcontractors Lists.pdf	PDF	Feb 23, 2026
13-02 - Proposal Submittal Form.pdf	PDF	Feb 23, 2026
1-08 - Non Collusion Affidavit.pdf	PDF	Feb 23, 2026
7-13 - Statement of No Bid.pdf	PDF	Feb 23, 2026
2-11 - Conflict of Interest Form.pdf	PDF	Feb 23, 2026
11-03b - Specs SS.pdf	PDF	Feb 23, 2026
3-07 - Contractors Statement of Qualifications.pdf	PDF	Feb 23, 2026
12-06 - General Conditions of the Agreement.pdf	PDF	Feb 23, 2026
15-Addendum No. 1.pdf	PDF	Feb 23, 2026

Show all 14

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

WEST LUBBOCK WATER SYSTEM EXPANSION

100% SUBMITTAL

2575 S. Loop 289 Suite 103 Lubbock, Texas 79423 Phone - (806) 686-2700 Web - www.freese.com

MARK MCBRAYER

MAYOR

W. JARRETT ATKINSON

CITY MANAG

DAVID BRAGG, P.E.

INTERIM DIRECTOR OF PUBLIC WORKS

JOHN TURPIN, P.E.

DIVISION DIRECTOR OF ENGINEERING/CITY ENGINEER

PIPELINE

CONSTRUCTION PLANS FOR

CITY OF LUBBOCK, TEXAS

Executive Committee:

JANUARY 2026

WALTER PISHKUR

DIRECTOR OF WATER UTILITIES

KERRY KOEHLER, P.E.

ASSISTANT CITY ENGINEER

01/14/2026

DAVID BRAGG, P.E.

INTERIM DIRECTOR OF PUBLIC WORKS

26TH ST

19TH ST LEVELLAND HWY

4TH ST

ERSKINE ST CR6500

URSLINE ST CR 6400

AUBURN ST

34TH ST CR 6800

CITY LIMITS

98th ST

66TH ST

82nd ST

LUBBOCK WESTERN & RAILWAY

PROPOSED PUMP

STATION 17 PROJECT SITE

(BY OTHERS)

EXISTING BAILEY COUNTY

WELL FIELD SUPPLY PIPELINE

EXISTING

PUMP

STATION 16

EXISTING LOW

HEAD C PIPELINE

EXISTING LOW HEAD C

PUMP STATION

E W

M E

100% SUBMITTAL

O F

, T

G-1

Y M

, I

SHEET

SEQ.

th is sh ee t, ad ju st sc al e.

dr aw in g.

If n ot o ne in ch o n

Ba r i s o ne in ch o n or ig in al

E N

. VE

B N

Plot Date: 12/29/2025 2:53 PM Plot By: 08524 Filename: N:\WTU\Drawings\Pipeline\CV-ALL-GN-VMAP01.dwg

-A

-G

N -V

.d w g

La st

S av ed : 1

Sa ve d By

: 0

Fi le na m e:

\D ra w in gs \P ip el in e\

-A

-G

N -V

.d w g

R el

: 2 5.

1s (L

M S

Te ch

Fr ee se a nd N ic ho ls, In c.

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

S . L oo p

9, S ui te

Lu bb oc k, T ex as

Ph on e

-2

W eb w w w

.fr ee se .c om

O R

N O

N 4/

O N

N O

T O

O N

A U

O N

O F

D O

R N

N O

A N

U N

N G

P .E

CREEK OR DRAINAGE PATH

IRON ROD

BORING

PROPERTY LINE AND / OR R.O.W.

LIMITS OF PERMANENT EASEMENT

LIMITS OF TEMPORARY EASEMENT

ASPHALT PAVING

CHAIN LINK OR WOOD FENCE

TREE

MONUMENT

SURVEY CONTROL POINT

SIGN

TELEPHONE PEDESTAL

GUY WIRE AND ANCHOR

POWER POLE

UNDERGROUND WATERLINE

OVERHEAD ELECTRIC

FIRE HYDRANT

P.I.

UNDERGROUND ELECTRIC

CUT/FILL AREA ON PIPELINE (PROFILE)

UNDERGROUND TELEPHONE

BRICKCRETE SCREEN FENCE

PROPOSED ASPHALT PAVEMENT

CUT/FILL AREA ON PIPELINE (PROFILE)

CUT FILL

UNDERGROUND SANITARY SEWER

VICINITY MAP

SCALE IN FEET

0 3000 60001500

NORTH

PROPOSED PIPELINE

GAS LINE

FLEXBASE PAVING REPLACEMENT

GRAVEL DRIVEWAY REPLACEMENT

FINAL

GRADE

CONCRETE PAVEMENT REPLACEMENT

PAVING REPLACEMENT

Sequence Sheet Sheet Title/Description

COVER SHEET

GENERAL

1 G-1 VICINITY MAP, INDEX AND LEGEND

2 G-2 GENERAL NOTES

3 G-3 SURVEY CONTROL POINTS

4 G-4 SUE TEST HOLES AND GEOTECHNICAL BORES

PIPELINE PLAN AND PROFILE

5 WL-1 26TH ST AND YUMA AVE STA 1+00 TO STA 8+00

6 WL-2 26TH ST AND YUMA AVE STA 8+00 TO STA 16+00

7 WL-3 26TH ST AND YUMA AVE STA 16+00 TO STA 23+00

8 WL-4 26TH ST AND YUMA AVE STA 23+00 TO STA 30+00

9 WL-5 26TH ST AND YUMA AVE STA 30+00 TO STA 37+50

10 WL-6 26TH ST AND YUMA AVE STA 37+50 TO STA 45+00

11 WL-7 26TH ST AND YUMA AVE STA 45+00 TO STA END

12 WL-8 29TH ST STA 1+00 TO END

13 WL-9 ALCOVE AVE START TO STA 9+50

14 WL-10 ALCOVE AVE 9+50 TO STA 19+00

15 WL-11 ALCOVE AVE 19+00 TO STA 28+00

16 WL-12 ALCOVE AVE 28+00 TO STA 37+50

17 WL-13 ALCOVE AVE 37+50 TO STA 47+00

18 WL-14 ALCOVE AVE 47+00 TO STA 56+50

19 WL-15 ALCOVE AVE 56+50 TO STA 66+00

20 WL-16 ALCOVE AVE 66+00 TO STA 75+50

21 WL-17 ALCOVE AVE 75+50 TO STA 85+00

22 WL-18 ALCOVE AVE 85+00 TO STA 94+00

23 WL-19 ALCOVE AVE 94+00 TO STA 102+00

24 WL-20 ALCOVE AVE 102+00 TO END

PAVEMENT

25 PV-1 YUMA AVE PAVING HORIZONTAL ALIGN DATA AND TYPICAL SECTIONS

26 PV-2 YUMA AVE PAVING REMOVAL PLAN

27 PV-3 YUMA AVE PAVING PLAN AND PROFILE (1 OF 2)

28 PV-4 YUMA AVE PAVING PLAN AND PROFILE (2 OF 2)

29 PV-5 YUMA AVE PAVING INTERSECTION LAYOUTS

DETAILS

30 DT-1 TRENCH DETAILS

31 DT-2 PIPE JOINT DETAILS

32 DT-3 TUNNEL DETAILS

33 DT-4 APPURTENANCE DETAILS

34 DT-5 BUTTERFLY VALVE VAULT DETAILS

35 DT-6 MANHOLE COVER DETAILS

36 DT-7 PIPELINE MARKER DETAILS

37 DT-8 THRUST RESTRAINT

38 DT-9 ROAD PAVING DETAILS

39 DT-10 LOW HEAD C PIPELINE CONNECTION DETAILS

40 DT-11 19TH STREET CROSSING

41 DT-12 26TH STREET BYPASS LINE

42 DT-12 LUBBOCK STANDARD DETAILS I

43 DT-13 LUBBOCK STANDARD DETAILS II

44 DT-14 LUBBOCK STANDARD DETAILS III

45 DT-15 LUBBOCK STANDARD DETAILS IV

46 DT-16 LUBBOCK STANDARD DETAILS V

CATHODIC PROTECTION

47 CP-1 YARD PIPING PLAN - CATHODIC PROTECTION

48 CP-2 YARD PIPING I - CATHODIC PROTECTION

49 CP-3 YARD PIPING II - CATHODIC PROTECTION

50 CP-4 YARD PIPING III - CATHODIC PROTECTION

51 CP-5 CATHODIC PROTECTION DETAILS I

52 CP-6 CATHODIC PROTECTION DETAILS II

53 CP-7 CATHODIC PROTECTION DETAILS III

54 CP-8 CATHODIC PROTECTION DETAILS IV

PIPLINE GENERAL NOTES

1. CLEARING AND GRUBBING MAY BEGIN NO SOONER THAN ONE MONTH

PRIOR TO PIPE TRENCHING OPERATIONS. PIPE STRINGING SHALL BE NO

MORE THAN ONE MONTH PRIOR TO PIPE LAYING. BACKFILL, CLEAN-UP,

AND SURFACE RESTORATION SHALL BE COMPLETED NO MORE THAN ONE

MONTH AFTER PIPE LAYING. THE SITE SHALL BE KEPT CLEAN OF TRASH AT

ALL TIMES. FAILURE TO COMPLY WITH THESE REQUIREMENTS MAY

RESULT IN WITHHOLDING SOME OR ALL PAYMENT TO THE CONTRACTOR.

2. CONTRACTOR SHALL DISPOSE OF OFFSITE ALL EXCESS MATERIAL,

CONSTRUCTION, RUBBLE, AND TRASH.

3. NO BLASTING IS ALLOWED.

4. REMOVE ROCK FROM THE DISTURBED AREAS SUCH THAT IT IS LEFT WITH

NO MORE QUANTITY OR SIZE OF ROCK THAN THE ADJACENT LAND.

5. CONTRACTOR WILL BE REQUIRED TO PREPARE AND SUBMIT A TRAFFIC

CONTROL PLAN (TCP) TO THE CITY OF LUBBOCK FOR REVIEW AND

APPROVAL PRIOR TO CONSTRUCTION STARTING. TCP TO BE SEALED BY A

LICENSED PROFESSIONAL ENGINEERING REGISTERED IN THE STATE OF

TEXAS. CONTRACTOR SHALL FOLLOW THE LATEST EDITION OF TEXAS

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD) AND ALL

CITY RULES AND REGULATIONS.

6. CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC ON ALL

PRIVATE, CITY AND COUNTY ROADS AT ALL TIMES, AND CONSTRUCT

TEMPORARY BYPASS IF NECESSARY.

7. CONTRACTOR SHALL PROVIDE APPROPRIATE SIGNAGE, BARRICADES,

FLAGMEN, ETC. REQUIRED TO MAINTAIN SAFE TRAFFIC FLOW AT ALL

TIMES. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH

TXDOT'S MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

8. LOCATIONS OF CORROSION MONITORING AND CATHODIC PROTECTION

FACILITIES SHALL BE AS SHOWN IN THE SCHEDULE IN THE DETAIL SHEETS.

9. CONTRACTOR SHALL ABIDE BY ALL APPLICABLE GOVERNMENTAL AND

REGULATORY STANDARDS AND REQUIREMENTS AND OBTAIN ALL

NECESSARY PERMITS AND APPROVALS FOR CONSTRUCTION OF THE

PIPELINE FACILITIES SHOWN IN THE PLANS.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GENERAL SAFETY

AT AND ADJACENT TO THE PROJECT AREA, INCLUDING THE PERSONAL

SAFETY OF THE CONSTRUCTION STAFF AND THE GENERAL PUBLIC, AND

FOR THE SAFETY OF PUBLIC AND PRIVATE PROPERTY.

11.CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE

CONTRACTOR SHALL CONSTRUCT THE PROPOSED WORK UTILIZING A

TRENCH SAFETY PLAN PREPARED, SIGNED AND SEALED BY A

PROFESSIONAL ENGINEER IN THE STATE OF TEXAS FOR THIS PROJECT. THIS

TRENCH SAFETY PLAN SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO

ANY WORK ACTIVITIES.

12.CONTRACTOR SHALL PROVIDE A STORM WATER POLLUTION PREVENTION

PLAN SIGNED AND SEALED BY A TEXAS PROFESSIONAL ENGINEER AND

PROVIDE ALL APPURTENANCES TO COMPLY WITH THE LATEST TCEQ

STORM WATER POLLUTION PREVENTION REGULATIONS. CONTRACTOR

SHALL BE RESPONSIBLE FOR FILING A NOTICE OF INTENT (NOI) AT THE

START OF CONSTRUCTION WITH THE TCEQ AND THE CITY OF LUBBOCK

AND A NOTICE OF TERMINATION (NOT) AT THE END. THE CONTRACTOR

SHALL SUBMIT THE SWPPP AND NOI TO THE CITY FOR REVIEW, APPROVAL,

AND SIGNATURE PRIOR TO ANY FIELD WORK.

13.THE CONTRACTOR SHALL EMPLOY ADEQUATE METHODS TO MINIMIZE

TURBIDITY IN WATERWAYS DURING ALL PHASES OF THE PROJECT. THE

CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS AND

REGULATIONS CONCERNING WATER POLLUTION PREVENTION.

14.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE

MEASURES FOR PREVENTING STORM WATER RUNOFF FROM ENTERING

THE TRENCH DURING CONSTRUCTION.

15.CONTRACTOR SHALL NOTIFY TXDOT OF THE CONSTRUCTION SCHEDULE OF

ALL TUNNELS TO BE INSTALLED WITHIN STATE HIGHWAYS AND

ROADWAYS. NOTIFY TXDOT AT LEAST 48 HOURS PRIOR TO STARTING

CONSTRUCTION SO THAT TXDOT CAN HAVE A REPRESENTATIVE PRESENT.

CONTRACTOR SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE

CROSSING PERMITS ATTACHED TO THE PROJECT SPECIFICATION.

16.CONSTRUCTION SURVEYING IS THE SOLE RESPONSIBILITY OF THE

CONTRACTOR INCLUDING BUT NOT LIMITED TO LIMITS OF PERMANENT

EASEMENT, TEMPORARY EASEMENT, CENTERLINE, ETC. THE CONTRACTOR

SHALL VERIFY ALL CONTROL MONUMENTATION PRIOR TO BEGINNING

CONSTRUCTION.

17.CONTRACTOR SHALL PROVIDE THE OWNER AS-BUILT LOCATIONS AND

ELEVATIONS OF APPURTENANCES, INCLUDING BUT NOT LIMITED TO AIR

RELEASE, AIR/VACUUM, AND BLOW OFF VALVES, MANHOLE COVERS,

IN-LINE VALVES, CORROSION TEST STATIONS, CONNECTIONS AND

OUTLETS. CONTRACTOR SHALL ALSO PROVIDE AS-BUILT TOP-OF-PIPE

SURVEY FOR EVERY 100-FEET OF PIPE AND ALL FITTINGS AS IT IS BEING

LAID INCLUDING STATION AND ELEVATION INFORMATION. AS-BUILT DATA

SHALL BE PROVIDED WITH THE REQUEST FOR PAYMENT FOR THESE ITEMS.

18.CONTRACTOR SHALL BE REQUIRED TO INSTALL TEMPORARY TEST PLUGS

FOR HYDROSTATIC TESTING AS NECESSARY AT NO ADDITIONAL COST TO

THE OWNER.

19.ALL ABOVE GROUND METAL SHALL BE PAINTED OR COATED ACCORDING

TO THE SPECIFICATIONS. CONTRACTOR SHALL COORDINATE THE COLORS

WITH THE OWNER.

20.VARIOUS LOCATIONS OF THE WORK ARE SUBJECT TO FLOODING OR

STANDING WATER DURING WET WEATHER PERIODS. CONTRACTOR SHALL

PLAN THIS WORK FOR DRY WEATHER PERIODS OR PROVIDE DEWATERING

AND OTHER WET WEATHER PROVISIONS AS INCIDENTAL WORK.

21.CONTRACTOR SHALL COORDINATE HIS PROPOSED CONSTRUCTION WITH

OTHER CONTRACTORS IN THE EVENT THE OTHER CONTRACTORS ARE

DOING WORK IN THE SAME AREA SIMULTANEOUSLY WITH HIS PROJECT.

THIS INCLUDES, BUT IS NOT LIMITED TO, ALL CONNECTION POINTS OR

OTHER SPECIAL ITEMS AS REQUIRED FOR TESTING.

22.IN ACCORDANCE WITH TEXAS STATE LAW, AT LEAST 2 DAYS PRIOR TO

BEGINNING EXCAVATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

NOTIFYING A TEXAS REGISTERED NOTIFICATION CENTER (I.E. TEXAS ONE

CALL, DIG TESS, ETC.), IN ORDER TO HAVE EXISTING UTILITIES LOCATED.

23.CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS WITHIN THE

CONSTRUCTION SITE AS PER THE EASEMENT REQUIREMENTS ASSOCIATED

WITH THE PROJECT AND ANY OTHER REQUIREMENTS SHOWN ON THE

PLANS. IF NOT OTHERWISE SPECIFIED, ALL STREETS, DRIVEWAYS, FENCING,

LANDSCAPING, ETC. SHALL BE RETURNED TO A CONDITION EQUAL TO OR

BETTER THAN EXISTED PRIOR TO CONSTRUCTION.

24.THE CONTRACTOR SHALL PROVIDE DETAILED PHOTOS AND VIDEOS TO

THE OWNER DOCUMENTING THE CONDITION OF THE PIPELINE ROUTE,

INCLUDING THE PERMANENT EASEMENT, TEMPORARY EASEMENT AND

SURROUNDING AREA. CONTRACTOR SHALL REVIEW PHOTOS WITH THE

OWNER PRIOR TO THE START OF ANY CONSTRUCTION.

25.THE CONTRACTOR SHALL RESTORE, AT HIS OWN EXPENSE, TEMPORARY

ROADS AND CONSTRUCTION WORK AREAS TO PRE-CONSTRUCTION

CONDITIONS.

26.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN IN THE

PLANS ARE APPROXIMATE ONLY AND SHOULD BE VERIFIED BY THE

CONTRACTOR BEFORE COMMENCING WORK. CONTRACTOR IS FULLY

RESPONSIBLE FOR ANY AND ALL DAMAGES RESULTING FROM FAILURE TO

EXACTLY LOCATE AND PRESERVE THE UNDERGROUND UTILITIES.

27.CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES

PRIOR TO MANUFACTURING OF PIPE AND SUFFICIENTLY IN ADVANCE OF

THE CONSTRUCTION SO THAT IF IT IS NECESSARY TO CHANGE OR MOVE

THE UTILITY, THE PROGRESS OF THE WORK WILL NOT BE DELAYED. ANY

EXISTING UTILITY DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED

OR REPLACED IMMEDIATELY WITH LIKE OR BETTER MATERIALS.

28.CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT OF ALL POWER AND

TELEPHONE POLES AND GUY WIRES WITHIN 15 FEET OF PROPOSED WATER

LINE AND SHALL REPAIR DAMAGED POLES AND GUY WIRES OR RELOCATE

POLES AND GUY WIRES AS REQUIRED BY THE UTILITY OWNER AT NO

ADDITIONAL COST TO THE OWNER.

29.THE CONTRACTOR MAY NOT USE PRIVATELY OWNED ROADS UNLESS HE

OBTAINS PERMISSION FROM THE LAND OWNERS. CONTRACTOR SHALL

REPAIR ANY DAMAGE TO PRIVATE ROADS.

30.NO MOUNDING IS ALLOWED IN ROADS. WITHIN ROADS, UPON

COMPLETION OF CONSTRUCTION, THE ENTIRE EASEMENT AREA SHALL BE

LEVELED TO GRADE.

31.THE MAXIMUM OPEN TRENCH LENGTH IS 150 FEET FOR POPULATED

AREAS OR OTHER AREAS DESIGNATED ON THE PLAN AND PROFILE SHEETS.

OPEN TRENCH WILL NOT BE ALLOWED IN ROADWAYS AND POPULATED

AREAS OVERNIGHT. ALL OPEN PITS MUST BE PROTECTED ON ALL SIDES

WITH CONCRETE BARRIERS OR BACKFILLED FOR PUBLIC SAFETY.

32.PRIOR TO COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR SHALL

STAKE THE EXTERIOR BOUNDARIES OF THE PERMANENT AND TEMPORARY

EASEMENT.

33.THE CONTRACTOR IS TO SURVEY IN LOCATION, DEPTH, SIZE, PIPE

MATERIAL AND IF POSSIBLE UTILITY OWNER OF ALL UTILITY CROSSINGS

ALONG THE PIPELINE. THIS ITEM WILL BE REVIEWED EACH MONTH ALONG

WITH THE AS-BUILTS BEFORE APPROVAL OF THE PAY ESTIMATE.

34.ALL UTILITIES KNOWN OR UNKNOWN ARE THE RESPONSIBILITY OF THE

CONTRACTOR. NO EXTRA PAYMENT WILL BE GIVEN FOR UTILITIES

ENCOUNTERED THAT ARE NOT SHOWN IN THE DRAWINGS.

35.CONTRACTOR SHALL REPAIR AND REPAVE EACH CITY STREET, WITHIN 14

DAYS UPON COMPLETION OF ALL PIPE LAYING ACTIVITIES FOR EACH

STREET. (I.E. WHEN CONTRACTOR LEAVES ONE STREET TO PRIVATE

PROPERTY OR TO ANOTHER STREET, THE STREET MUST BE REPAVED.) PIPE

LAYING ACTIVITIES INCLUDE, PIPE INSTALLATION, BEDDING AND BACKFILL

THE FULL HEIGHT OF THE TRENCH, MANHOLE INSTALLATIONS, CONCRETE

AND FLOWABLE FILL ENCASEMENTS, AND APPURTENANCES.

36.WHEN THE PIPELINE ROW CROSSES DRIVEWAY, MAILBOXES, SIGNS,

RESIDENTIAL FENCES, THE CONTRACTOR SHALL REPAIR OR REPLACE ITEMS

THAT WERE DAMAGED WITH LIKE OR BETTER MATERIALS AND

CONDITIONS.

37.IF CONTRACTOR DAMAGES EXISTING ASPHALT OR CONCRETE PAVING

OUTSIDE OF THE REPLACEMENT LIMITS SHOWN IN THE DRAWINGS, IT

WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE

THE DAMAGED ASPHALT OR CONCRETE PAVEMENT THAT WAS DAMAGED

WITH LIKE OR BETTER MATERIAL AND CONDITIONS AND NO SEPARATE

PAYMENT WILL BE MADE.

38.ALL VALVE COVERS, VAULT LIDS, AND ANY APPURTENANCES LOCATED IN

PAVEMENT SHALL BE FINISHED AT GRADE. TRAFFIC RATED COVERS AND

LIDS ARE TO BE USED.

40.PIPELINE/CATHODIC PROTECTION CONTRACTOR SHALL COORDINATE WITH

PUMP STATION/GST CONTRACTOR TO INSTALL CATHODIC PROTECTION

TEST STATIONS ON THE YARD PIPING. YARD PIPING TO BE INSTALLED BY

PUMP STATION/GST CONTRACTOR.

41.SURVEY NOTE:

THE COORDINATE SYSTEM USED FOR THIS SURVEY IS NAD83 TEXAS

STATEPLANES, NORTH CENTRAL ZONE, U.S. FOOT (TX83-NCF)

SCALE FACTOR = 0.999760057586179

TCEQ WATER DISTRIBUTION SYSTEM

GENERAL CONSTRUCTION NOTES (REVISED 02-2019)

1. THIS WATER DISTRIBUTION SYSTEM MUST BE CONSTRUCTED IN

ACCORDANCE WITH THE CURRENT TEXAS COMMISSION ON

ENVIRONMENTAL QUALITY (TCEQ) RULES AND REGULATIONS FOR PUBLIC

WATER SYSTEMS 30 TEXAS ADMINISTRATIVE CODE (TAC) CHAPTER 290

SUBCHAPTER D. WHEN CONFLICTS ARE NOTED WITH LOCAL STANDARDS,

THE MORE STRINGENT REQUIREMENT SHALL BE APPLIED. AT A MINIMUM,

CONSTRUCTION FOR PUBLIC WATER SYSTEMS MUST ALWAYS MEET

TCEQ'S "RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS.”

2. ALL NEWLY INSTALLED PIPES AND RELATED PRODUCTS MUST CONFORM

TO AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)/NSF

INTERNATIONAL STANDARD 61 AND MUST BE CERTIFIED BY AN

ORGANIZATION ACCREDITED BY ANSI [§290.44(A)(1)].

3. PLASTIC PIPE FOR USE IN PUBLIC WATER SYSTEMS MUST BEAR THE NSF

INTERNATIONAL SEAL OF APPROVAL (NSF-PW) AND HAVE AN ASTM

DESIGN PRESSURE RATING OF AT LEAST 150 PSI OR A STANDARD

DIMENSION RATIO OF 26 OR LESS [§290.44(A)(2)].

4. NO PIPE WHICH HAS BEEN USED FOR ANY PURPOSE OTHER THAN THE

CONVEYANCE OF DRINKING WATER SHALL BE ACCEPTED OR RELOCATED

FOR USE IN ANY PUBLIC DRINKING WATER SUPPLY [§290.44(A)(3)].

5. ALL WATER LINE CROSSINGS OF WASTEWATER MAINS SHALL BE

PERPENDICULAR [§290.44(E)(4)(B)].

6. WATER TRANSMISSION AND DISTRIBUTION LINES SHALL BE INSTALLED IN

ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. HOWEVER,

THE TOP OF THE WATER LINE MUST BE LOCATED BELOW THE FROST LINE

AND IN NO CASE SHALL THE TOP OF THE WATER LINE BE LESS THAN 24

INCHES BELOW GROUND SURFACE [§290.44(A)(4)].

7. THE MAXIMUM ALLOWABLE LEAD CONTENT OF PIPES, PIPE FITTINGS,

PLUMBING FITTINGS, AND FIXTURES IS 0.25 PERCENT [§290.44(B)].

8. THE CONTRACTOR SHALL INSTALL APPROPRIATE AIR RELEASE DEVICES

WITH VENT OPENINGS TO THE ATMOSPHERE COVERED WITH 16-MESH OR

FINER, CORROSION RESISTANT SCREENING MATERIAL OR AN ACCEPTABLE

EQUIVALENT [§290.44(D)(1)].

9. THE CONTRACTOR SHALL NOT PLACE THE PIPE IN WATER OR WHERE IT

CAN BE FLOODED WITH WATER OR SEWAGE DURING ITS STORAGE OR

INSTALLATION [§290.44(F)(1)].

10. WHEN WATERLINES ARE LAID UNDER ANY FLOWING OR INTERMITTENT

STREAM OR SEMI-PERMANENT BODY OF WATER THE WATERLINE SHALL BE

INSTALLED IN A SEPARATE WATERTIGHT PIPE ENCASEMENT. VALVES MUST

BE PROVIDED ON EACH SIDE OF THE CROSSING WITH FACILITIES TO

ALLOW THE UNDERWATER PORTION OF THE SYSTEM TO BE ISOLATED AND

TESTED [§290.44(F)(2)].

11.PURSUANT TO 30 TAC §290.44(A)(5), THE HYDROSTATIC LEAKAGE RATE

SHALL NOT EXCEED THE AMOUNT ALLOWED OR RECOMMENDED BY THE

MOST CURRENT AWWA FORMULAS FOR STEEL OR BAR-WRAPPED PIPE.

INCLUDE THE FORMULAS IN THE NOTES ON THE PLANS.

O THE HYDROSTATIC LEAKAGE RATE FOR POLYVINYL CHLORIDE (PVC)

PIPE AND APPURTENANCES SHALL NOT EXCEED THE AMOUNT

ALLOWED OR RECOMMENDED BY FORMULAS IN AMERICA WATER

WORKS ASSOCIATION (AWWA) C-605 AS REQUIRED IN 30 TAC

§290.44(A)(5). PLEASE ENSURE THAT THE FORMULA FOR THIS

CALCULATION IS CORRECT AND MOST CURRENT FORMULA IS IN

USE;

WHERE: Q= LD√P

148,000

§ Q = THE QUANTITY OF MAKEUP WATER IN GALLONS PER HOUR, L

= THE LENGTH OF THE PIPE SECTION BEING TESTED, IN FEET, D =

THE NOMINAL DIAMETER OF THE PIPE IN INCHES, AND P = THE

AVERAGE TEST PRESSURE DURING THE HYDROSTATIC TEST IN

POUNDS PER SQUARE INCH (PSI).

O THE HYDROSTATIC LEAKAGE RATE FOR DUCTILE IRON (DI) PIPE AND

APPURTENANCES SHALL NOT EXCEED THE AMOUNT ALLOWED OR

RECOMMENDED BY FORMULAS IN AMERICA WATER WORKS

ASSOCIATION (AWWA) C-600 AS REQUIRED IN 30 TAC

§290.44(A)(5). PLEASE ENSURE THAT THE FORMULA FOR THIS

CALCULATION IS CORRECT AND MOST CURRENT FORMULA IS IN

USE;

WHERE: L= SD√P

148,000

§ L = THE QUANTITY OF MAKEUP WATER IN GALLONS PER HOUR, S

= THE LENGTH OF THE PIPE SECTION BEING TESTED, IN FEET, D =

THE NOMINAL DIAMETER OF THE PIPE IN INCHES, AND P = THE

AVERAGE TEST PRESSURE DURING THE HYDROSTATIC TEST IN

POUNDS PER SQUARE INCH (PSI).

12. THE CONTRACTOR SHALL MAINTAIN A MINIMUM SEPARATION DISTANCE

IN ALL DIRECTIONS OF NINE FEET BETWEEN THE PROPOSED WATERLINE

AND WASTEWATER COLLECTION FACILITIES INCLUDING MANHOLES. IF

THIS DISTANCE CANNOT BE MAINTAINED, THE CONTRACTOR MUST

IMMEDIATELY NOTIFY THE PROJECT ENGINEER FOR FURTHER DIRECTION.

SEPARATION DISTANCES, INSTALLATION METHODS, AND MATERIALS

UTILIZED MUST MEET §290.44(E)(1)-(4).

13. THE SEPARATION DISTANCE FROM A POTABLE WATERLINE TO A

WASTEWATER MAIN OR LATERAL MANHOLE OR CLEANOUT SHALL BE A

MINIMUM OF NINE FEET. WHERE THE NINE-FOOT SEPARATION DISTANCE

CANNOT BE ACHIEVED, THE POTABLE WATERLINE SHALL BE ENCASED IN A

JOINT OF AT LEAST 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG

AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE

SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE-FOOT

INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH

WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE

CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR

MANUFACTURED SEALANT [§290.44(E)(5)].

14. FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN NINE FEET VERTICALLY

OR HORIZONTALLY OF ANY WASTEWATER LINE, WASTEWATER LATERAL,

OR WASTEWATER SERVICE LINE REGARDLESS OF CONSTRUCTION

[§290.44(E)(6)].

15. SUCTION MAINS TO PUMPING EQUIPMENT SHALL NOT CROSS

WASTEWATER MAINS, WASTEWATER LATERALS, OR WASTEWATER

SERVICE LINES. RAW WATER SUPPLY LINES SHALL NOT BE INSTALLED

WITHIN FIVE FEET OF ANY TILE OR CONCRETE WASTEWATER MAIN,

WASTEWATER LATERAL, OR WASTEWATER SERVICE LINE [§290.44(E)(7)].

16. WATERLINES SHALL NOT BE INSTALLED CLOSER THAN TEN FEET TO

SEPTIC TANK DRAINFIELDS [§290.44(E)(8)].

17. THE CONTRACTOR SHALL DISINFECT THE NEW WATERLINES IN

ACCORDANCE WITH AWWA STANDARD C-651-14 OR MOST RECENT,

THEN FLUSH AND SAMPLE THE LINES BEFORE BEING PLACED INTO

SERVICE. SAMPLES SHALL BE COLLECTED FOR MICROBIOLOGICAL

ANALYSIS TO CHECK THE EFFECTIVENESS OF THE DISINFECTION

PROCEDURE WHICH SHALL BE REPEATED IF CONTAMINATION PERSISTS.

A MINIMUM OF ONE SAMPLE FOR EACH 1,000 FEET OF COMPLETED

WATERLINE WILL BE REQUIRED OR AT THE NEXT AVAILABLE SAMPLING

POINT BEYOND 1,000 FEET AS DESIGNATED BY THE DESIGN ENGINEER

[§290.44(F)(3)].

18. DECHLORINATION OF DISINFECTING WATER SHALL BE IN STRICT

ACCORDANCE WITH CURRENT AWWA STANDARD C655-09 OR MOST

RECENT.

E W

M E

100% SUBMITTAL

O F

, T

G-2

N O

SHEET

SEQ.

th is sh ee t, ad ju st sc al e.

dr aw in g.

If n ot o ne in ch o n

Ba r i s o ne in ch o n or ig

E N

. VE

B N

Plot Date: 12/29/2025 2:54 PM Plot By: 08524 Filename: N:\WTU\Drawings\Pipeline\CV-ALL-GN-NOTE01.dwg

-A

-G

N -N

.d w g

La st

S av ed : 1

P d By

: 0

Fi le na m e:

\D ra w in gs \P ip el in e\

-A

-G

N -N

.d w g

R el

: 2 5.

1s (L

M S

Te ch

Fr ee se a nd N ic ho ls, In c.

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

S . L oo p

9, S ui te

Lu bb oc k, T ex as

Ph on e

-2

W eb w w w

.fr ee se .c om

O R

N O

N 4/

O N

N O

T O

O N

A U

O N

O F

D O

R N

N O

A N

U N

N G

P .E

TCEQ NOTES INDICATED ARE THE

MINIMUM CRITERIA. WHEN NOTES

ARE IN CONFLICT WITH THE

DRAWINGS AND SPECIFICATIONS,

THE MOST STRINGENT

REQUIREMENTS WILL APPLY AS

DETERMINED BY THE ENGINEER.

ELL

FH FH

C7, Q

L"B"

20' UNDERGROUND UTILITY EASEMENT TO BE GRANTED BY SEPARATEINSTRUMENT

P.O.B.N= 7,271,923.73'

E= 907,471.48'

PPPP

PP PP

0+54 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 95+00 100+00 105+00

40+0045+00

VIRGINIA AVENUE

VIOLA AVENUE

WINFIELD AVENUE

WAUSAU AVENUE

ALLEYWAY

VENITA AVENUE

WAUSAU AVENUE

T 4T

YUMA AVENUE

N COUNTY ROAD 1500

URBANA PLACE

UPLAND AVENUE

URBANA PLACE

VENITA AVENUE

YUKON AVENUE

S T

ALCOVE AVENUE

CONTROL POINT

CP-1

CONTROL POINT

CP-2

CONTROL POINT

CP-3

CONTROL POINT

CP-4

CONTROL POINT

CP-5

CONTROL POINT

CP-6

CONTROL POINT

CP-7

CONTROL POINT

CP-8CONTROL POINT

CP-9

CONTROL POINT

CP-10

CONTROL POINT

CP-11

CONTROL POINT

CP-12

CONTROL POINT

CP-13

CONTROL POINT

CP-14

CONTROL POINT

CP-15

CONTROL POINT

CP-16

CONTROL POINT

CP-17

CONTROL POINT

CP-18

CONTROL POINT

CP-19

PS #17 &

GST SITE

CONTROL POINT TABLE

POINT

CP-1

CP-2

CP-3

CP-4

CP-5

CP-6

CP-7

CP-8

CP-9

CP-10

CP-11

CP-12

CP-13

CP-14

CP-15

CP-16

CP-17

CP-18

CP-19

NORTHING

7281558.08

7280227.08

7278896.17

7277560.68

7276317.12

7274995.27

7273667.62

7272336.82

7271134.90

7272434.14

7272816.71

7273202.03

7272540.48

7272885.58

7273136.17

7273657.34

7273623.46

7273586.42

7273527.32

EASTING

905654.41

905614.03

905479.70

905517.26

905426.35

905361.53

905317.91

905352.16

905313.02

906307.85

906220.14

906140.19

906799.81

906811.89

906820.35

907328.90

908382.89

909543.10

910586.70

ELEVATION

3315.83

3311.89

3308.52

3301.68

3303.81

3309.66

3312.32

3307.72

3299.99

3303.02

3304.84

3306.36

3301.00

3302.45

3302.85

3293.78

3283.40

3280.61

3287.08

DESCRIPTION

ALUM. MONUMENT IN CONCRETE

E W

M E

100% SUBMITTAL

O F

, T

G-3

O N

N O

RTH

SCALE IN FEET

0 500 1000

SHEET

SEQ.

th is sh ee t, ad ju st sc al e.

dr aw in g.

If n ot o ne in ch o n

Ba r i s o ne in ch o n or ig

E N

. VE

B N

Plot Date: 12/29/2025 2:54 PM Plot By: 08524 Filename: N:\WTU\Drawings\Pipeline\CV-PPL-PP-CTRL01.dwg

-P

P-

.d w g

La st

S av ed : 1

d By

: 0

Fi le na m e:

\D ra w in gs \P ip el in e\

-P

P-

.d w g

R el : 2

(L M

S Te ch

Fr ee se a nd N ic ho ls, In c.

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

S . L oo p

9, S ui te

Lu bb oc k, T ex as

Ph on e

-2

W eb w w w

.fr ee se .c om

O R

N O

N 4/

O N

N O

T O

O N

A U

O N

O F

D O

R N

N O

A N

U N

N G

P .E

NOTES:

1. CONTRACTOR SHALL VERIFY LOCATION

AND DEPTH OF ALL UTILITIES PRIOR TO

BEGINNING OF CONSTRUCTION.

2. THE EXISTENCE AND LOCATIONS OF

ALL KNOWN UNDERGROUND UTILITIES

SHOWN ON THE DRAWINGS WERE

OBTAINED FROM AVAILABLE RECORDS

AND LIMITED SURVEY DATA. THE

CONTRACTOR SHALL DETERMINE THE

DEPTH AND LOCATIONS OF EXISTING

UNDERGROUND UTILITIES PRIOR TO

TRENCHING AND SHALL BE REQUIRED

TO ANY PRECAUTIONARY MEASURES

TO PROTECT ALL UTILITIES SHOWN OR

NOT SHOWN IN THE PLANS

SURVEY NOTE:

THE COORDINATE SYSTEM USED FOR

THIS SURVEY IS NAD83 TEXAS STATE

PLANES, NORTH CENTRAL ZONE, U.S.

FOOT (TX83-NCF)

20' UNDERGROUND UTILITY EASEMENT TO BE GRANTED BY SEPARATEINSTRUMENT

WAUSAU AVENUE

P.O.B.N= 7,271,923.73' E= 907,471.48'

VENITA AVENUE

T19

ALCOVE AVENUE

(ASPHALT PAVEMENT)

ALCOVE AVENUE

(ASPHALT PAVEMENT)

YUMA AVENUE

(ASPHALT PAVEMENT)

12TH STREET

N COUNTY ROAD 1500

ER GU

Y W

IRE

3 TRAN

SFO

ERS

29TH STREET

URBANA PLACE

UPLAND AVENUE

(ASPHALT PAVEMENT)

URBANA PLACE

VENITA AVENUE

YUKON AVENUE

28TH STREET

29TH STREET

30TH STREET

31ST STREET

ALCOVE AVENUE

(ASPHALT PAVEMENT)

ALCOVE AVENUE

(ASPHALT PAVEMENT)

ALCOVE AVENUE

(ASPHALT PAVEMENT)

ALCOVE AVENUE

(ASPHALT PAVEMENT)

ALCOVE AVENUE

(ASPHALT PAVEMENT)

T (A

27ST STREET

VIRGINIA AVENUE

ALLEYWAY

VIOLA AVENUE

WINFIELD AVENUE

ALLEYWAY

WAUSAU AVENUE

ALCOVE AVENUE

(ASPHALT PAVEMENT)

ALCOVE AVENUE

(ASPHALT PAVEMENT)

ALCOVE AVENUE

(ASPHALT PAVEMENT)

ALCOVE AVENUE

(ASPHALT PAVEMENT)

ALCOVE AVENUE

(ASPHALT PAVEMENT)

YUMA AVENUE

(ASPHALT PAVEMENT)

YUMA AVENUE

(ASPHALT PAVEMENT)

PPPP

PP PP

PP PP PP

GUY

G1, Q

L"D"

C7, Q

L"B"

VIRGINIA AVENUE

VIOLA AVENUE

WINFIELD AVENUE

WAUSAU AVENUE

ALLEYWAY

VENITA AVENUE

WAUSAU AVENUE

T 4T

YUMA AVENUE

N COUNTY ROAD 1500

URBANA PLACE

UPLAND AVENUE

URBANA PLACE

VENITA AVENUE

YUKON AVENUE

S T

ALCOVE AVENUE

PL-3

0+54 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 95+00 100+00 105+00

40+0045+00

PL-1

PL-2

BORING TABLE

POINT

NO.

BORING

NUMBER

PL-1

PL-2

PL-3

NORTHING

7271480.17

7276512.52

7281419.81

EASTING

905212.45

905492.26

905624.03

POINT

DESCRIPTION

PIPELINE

E W

M E

100% SUBMITTAL

O F

, T

G-4

H O

SHEET

SEQ.

th is sh ee t, ad ju st sc al e.

dr aw in g.

If n ot o ne in ch o n

Ba r i s o ne in ch o n or ig

E N

. VE

B N

Plot Date: 12/29/2025 2:54 PM Plot By: 08524 Filename: N:\WTU\Drawings\Pipeline\CV-PPL-PP-TEST01.dwg

-P

P-

.d w g

La st

S av ed : 1

:4 d By

: 0

Fi le na m e:

\D ra w in gs \P ip el in e\

-P

P-

.d w g

R el : 2

(L M

S Te ch

Fr ee se a nd N ic ho ls, In c.

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

S . L oo p

9, S ui te

Lu bb oc k, T ex as

Ph on e

-2

W eb w w w

.fr ee se .c om

NOTES:

1. CONTRACTOR SHALL VERIFY LOCATION

AND DEPTH OF ALL UTILITIES PRIOR TO

BEGINNING OF CONSTRUCTION.

2. THE EXISTENCE AND LOCATIONS OF

ALL KNOWN UNDERGROUND UTILITIES

SHOWN ON THE DRAWINGS WERE

OBTAINED FROM AVAILABLE RECORDS

AND LIMITED SURVEY DATA. THE

CONTRACTOR SHALL DETERMINE THE

DEPTH AND LOCATIONS OF EXISTING

UNDERGROUND UTILITIES PRIOR TO

TRENCHING AND SHALL BE REQUIRED

TO ANY PRECAUTIONARY MEASURES

TO PROTECT ALL UTILITIES SHOWN OR

NOT SHOWN IN THE PLANS

SURVEY NOTE:

THE COORDINATE SYSTEM USED FOR

THIS SURVEY IS NAD83 TEXAS STATE

PLANES, NORTH CENTRAL ZONE, U.S.

FOOT (TX83-NCF)

N O

RTH

SCALE IN FEET

0 500 1000

O R

N O

N 4/

O N

N O

T O

O N

A U

O N

O F

D O

R N

N O

A N

U N

N G

P .E

LEGEND

BORING LOCATION

SUE TEST HOLE TABLE

Test Hole

Utility Size, O.D. (Inches)

Utility Material (Refer to Legend)

Utility Type (Refer to Legend)

Depth to Top of Utility (Feet)

Northing

(Y) Easting (X)

Ground Elevation

(Z)

Top of Utility

Elevation

SUE

Quality

Level

1 12 Polyvinyl Chloride Water 4.92 7279860.174 905430.353 3315.178 3310.26 QLA 2 2 Steel Gas 4.28 7279853.395 905418.539 3315.09 3310.81 QLA 3 UNKNOWN UNKNOWN Sanitary Sewer UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN QLA 4 8 Transite Water 6.20 7274691.818 905258.287 3302.441 3296.24 QLA

4A 1 UNKNOWN Fiber Optic Cable 5.24 7274692.162 905258.262 3302.344 3297.10 QLA 5 4 Steel Water 4.90 7274580.989 905254.402 3303.394 3298.49 QLA 6 3 Steel Gas 3.44 7274576.409 905248.136 3303.537 3300.10 QLA 7 6 Ductile Iron Water 5.64 7274264.988 905242.33 3305.23 3299.59 QLA 8 UNKNOWN UNKNOWN Gas UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN QLA 9 12 Polyvinyl Chloride Water 5.46 7269376.249 905020.344 3299.191 3293.73 QLA

10 UNKNOWN UNKNOWN Gas UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN QLA 11 UNKNOWN UNKNOWN Gas UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN QLA 12 UNKNOWN UNKNOWN Gas UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN QLA 13 8 Polyvinyl Chloride Water 5.51 7271854.047 909699.903 3281.74 3276.23 QLA 14 18 UNKNOWN Sanitary Sewer UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN QLA 15 10 Transite Water 4.22 7271845.585 910362.839 3285.868 3281.65 QLA

15A 8 Polyvinyl Chloride Water 4.38 7271835.847 910369.759 3285.893 3281.51 QLA 16 UNKNOWN UNKNOWN Gas UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN QLA 17 16 Transite Water 4.24 7271871.565 910400.135 3286.793 3282.55 QLA 18 4 Polyvinyl Chloride Fiber Optic Cable 4.30 7271975.325 906643.285 3301.193 3296.89 QLA

10 " AC

36"

8" P

6" PVC

" A

NOT FOUND

IN RECORDS

NOT FOUND

IN RECORDS

NOT FOUND

IN RECORDSNOT FOUND

IN RECORDS

NOT FOUND

IN RECORDS

6" PVC

16" PVC FM

" P

ENTERS MANHOLE, PER

RECORDS. UNABLE TO

LOCATE IN THE FIELD

ENDS AT MANHOLE, PER

RECORDS. UNABLE TO

LOCATE IN THE FIELD

6" PVC6" PVC

ENTERS MANHOLE, PER

RECORDS. UNABLE TO

LOCATE IN THE FIELD 18"

MAILBOX

MAILBOX MAILBOX MAILBOX

MAILBOX

32' RIGHT-OF-WAY EASEMENT (DEDICATED BY PLAT)

30' RIGHT-OF-WAY EASEMENT

(VOL: 473, PG: 315)

' R

-O F-

T (V

O L:

, P G:

' R

-O F-

T (V

O L:

, P G:

0.167 ACRE

7324 26TH ST

LUBBOCK, TX 79407

BRIAN ROSSER

5401 71ST

LUBBOCK TX 79424

(VOL: 9463, PG: 272)

0.175 ACRE

7302 26TH ST

LUBBOCK, TX 79407

KATHERINE BROWN

6327 CRAWFORD LN E

FOREST HILL TX 76119

(CCFN: 2012037498)

0.167 ACRE

JOSE & ANGEL

BOCANEGRA

7322 26TH ST

LUBBOCK, TX 79407

(VOL: 4225, PG: 247)

0.167 ACRE

UNKNOWN OWNER

(NO DOCUMENT

FOUND)

0.167 ACRE

EARLENE STANLEY

(NO DOCUMENT

FOUND)

0.167 ACRE

7310 26TH ST

LUBBOCK, TX 79407

SVEND BURNS

7305 25TH ST

LUBBOCK TX

79407-4337

(CCFN: 2002769031)

0.167 ACRE

ROSIE EVANS

ESTATE

214 CHERRY AVE

LUBBOCK TX 79403

(NO DOCUMENT

FOUND)

0.167 ACRE

7306 26TH ST

LUBBOCK, TX 79407

CLAUDE WILLIAMS

415 STONE CANYON DR

SUNNYVALE TX

75182-5021

(VOL: 6421, PG: 90)

0.167 ACRE

7304 26TH ST

LUBBOCK, TX 79407

CLAUDE WILLIAMS

415 STONE CANYON DR

SUNNYVALE TX

75182-5021

(CCFN: 2000006161)

0.167 ACRE

UNKNOWN OWNER

(NO DOCUMENT

FOUND)

0.167 ACRE

UNKNOWN OWNER

(NO DOCUMENT

FOUND)

0.167 ACRE

EARLENE STANLEY

ADDRESS UNKNOWN

(NO DOCUMENT

FOUND)

Vegetation Ground Obscured

LOTS 772-823

TRACTS K-M

(CCFN: 2021003474)

CP-19

STA 4+94.60

INSTALL:

1-CAV ASSEMBLY (RE: DT-4)

1-TYPE B TRAFFIC RATED VAULT LID

(RE: DT-6)

N: 7273567.07 E: 910257.99

STA 3+00.00

INSTALL:

1-36" BFV IN MANHOLE

(RE: DT-5)

N=7273560.33 E=910452.47

WORK LIMITS

'-1

3 4"

U E

26TH STREET

(ASPHALT PAVEMENT)

STA 1+00.00

INSTALL:

1-FIBER PULL BOX

1-FIBER UTILITY MARKER

N=7273553.41 E=910652.35

STA 1+00.00

TIE-IN TO EX 36" WATER LINE

(RE: DT-10)

1-INSULATING FLANGE KIT

(RE:1/CP-7)

N=7273553.41 E=910652.35

STA 0+89.56

INSTALL:

1-INSULATING JOINT TEST STATION

(RE:2/CP-7)

N=7273555.77 E=910662.88

1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00

1556 SY OF ASPHALT

PAVEMENT REPAIR

(RE:1/DT-1,3/DT-17)

EX 30" BFV

EX BAILEY COUNTY 30" WL

EX 2" CAV

EX 16" AC WL EX F/O EX GAS

EX 8" PVC WL

EX 10" PVC WL

EX 16" PVC FM

PROPOSED 36" WLEX LOW HEAD C 36" WL

PROP 36" BYPASS LINE

(RE: DT-12)

0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00

.5 2T

O P

6" W

" W L

=U N

I S

+5 0.

I E L

I S

+5 0.

I E L

4.00% -0.08%

-0.67%

EXISTING GROUND

6' M

E X

" W

E (R

T-

" W L

INSTALL 700 LF 36" AWWA C200/C303 (ALT BID) CLASS 150 PIPE

(R E:

-4

B T

T- 6)

" B

(R E:

-5

U N

TOP OF PIPE

SHEET

SEQ.

th is sh ee t, ad ju st sc al e.

dr aw in g.

If n ot o ne in ch o n

Ba r i s o ne in ch o n or ig

E N

. VE

B N

Plot Date: 12/29/2025 2:54 PM Plot By: 08524 Filename: N:\WTU\Drawings\Pipeline\CV-PPL-PP-PIPE03.dwg

-P

P-

.d w g

La st

S av ed : 1

d By

: 0

Fi le na m e:

\D ra w in gs \P ip el in e\

-P

P-

.d w g

R el : 2

(L M

S Te ch

Fr ee se a nd N ic ho ls, In c.

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

S . L oo p

9, S ui te

Lu bb oc k, T ex as

Ph on e

-2

W eb w w w

.fr ee se .c om

SCALE IN FEET

0 10'5'

VERTICAL

NORTH

E W

M E

100% SUBMITTAL

O F

, T

WL-1

T O

M A

O R

N O

N 4/

O N

N O

T O

O N

A U

O N

O F

D O

R N

N O

A N

U N

N G

P .E

SCALE IN FEET

0 80'40'

HORIZONTAL

NOTES:

1. CONTRACTOR SHALL VERIFY

LOCATION AND DEPTH OF ALL

UTILITIES PRIOR TO BEGINNING

OF CONSTRUCTION.

2. CONTRACTOR WILL BE

REQUIRED TO PREPARE AND

SUBMIT FOR APPROVAL A

TRAFFIC CONTROL PLAN SEALED

BY A LICENSED PROFESSIONAL

ENGINEER REGISTERED IN THE

STATE OF TEXAS, PRIOR TO

CONSTRUCTION STARTING.

CONTRACTOR SHALL FOLLOW

THE LATEST EDITION OF TEXAS

MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES (TMUTCD)

AND ALL CITY RULES AND

REGULATIONS.

3. CONTRACTOR SHALL MAINTAIN

VEHICLE ACCESS TO

HOMEOWNERS WHOSE

DRIVEWAYS ARE CROSSED BY

THE PROPOSED PIPELINE

ALIGNMENT AT ALL TIMES.

4. CONTRACTOR SHALL MAINTAIN

A MINIMUM OF 2' VERTICAL

SEPARATION BETWEEN THE

PIPELINE AND EXISTING

UTILITIES.

5. WORK LIMITS ARE SHOWN ON

THIS SHEET

6. RETURN GRADES OF DISTURBED

AREAS TO PRECONSTRUCTION

GRADES AFTER INSTALLATION

ACTIVITIES ARE COMPLETE.

MAINTAIN ZERO NET FILL FOR

BACKFILL AND FILLS IN THE

FLOODPLAIN FROM STA 6+67

TO STA 27+00. DISPOSE OF

EXCESS MATERIAL FROM

EXCAVATION OFF SITE.

7. AIR VENT PIPES TO BE PLACED

BEHIND THE BACK OF CURB. AIR

VENT PIPES SHALL BE

POSITIONED TO MAINTAIN

REQUIRED ADA CLEARANCES,

REMAIN OUTSIDE PEDESTRIAN

ACCESS ROUTES, AND AVOID

CONFLICTS WITH SIDEWALKS,

CURB RAMPS, UTILITIES, AND

OTHER SURFACE FEATURES.

COORDINATE FINAL LOCATIONS

IN THE FIELD AS NECESSARY.

EXISTING UNDERGROUND AND

OVERHEAD UTILITIES IN THE AREA.

48 HOURS PRIOR TO

CONSTRUCTION CONTACT

1-800-DIG-TESS

CAUTION!!! 01

SSMH RIM = 3282.22

UNABLE TO INERT,

NOT FOUND FIELD

SSMH RIM = 3282.55

FL 6" PVC E = 3276.39

FL 6" PVC SW = 3276.37

10" DI

8" P

10" AC

6" PVC

ENTERS LIFT

STATION

" P

16" PVC FM

18" ENTERS LIFT

STATION

18"

ENTERS MANHOLE, PER

RECORDS. UNABLE TO

LOCATE IN THE FIELD

ENTERS MANHOLE, PER

RECORDS. UNABLE TO

LOCATE IN THE FIELD

UPLAND CROSSING ADDITION

LOTS 78-130, TRACTS B & C

BETENBOUGH HOMES LLC

6305 82ND ST

LUBBOCK TX 79424-3681

(CCFN: 2020042791)

0.286 ACRE

LUPE SERVANTEZ ESTATE

7338 26TH ST

LUBBOCK, TX 79407

(NO DOCUMENT FOUND)

MAILBOX

MAILBOX MAILBOX

MAILBOXVegetation

Ground Obscured

32' RIGHT-OF-WAY EASEMENT (DEDICATED BY PLAT)

30' RIGHT-OF-WAY EASEMENT

(VOL: 473, PG: 315)

' R

-O F-

T (V

O L:

, P G:

0.175 ACRE

7328 26TH ST

LUBBOCK, TX 79407

LANDWISE PROPERTIES LLC

9005 DAWSON AVE

WOLFFORTH TX 79382

(CCFN: 2022002345)

0.167 ACRE

R GAITHER SYMANTHA

10127 OLGA LN

HOUSTON TX

77041-6115

(NO DOCUMENT

FOUND)

0.167 ACRE

7324 26TH ST

LUBBOCK, TX 79407

BRIAN ROSSER

5401 71ST

LUBBOCK TX 79424

(VOL: 9463, PG: 272)

JOSE & ANGEL

7322 26TH ST

LUBBOCK, TX 79407

(VOL: 4225, PG: 247)

CONNALLY TRACTS

UNRECORDED SUBDIVISION

0.286 ACRE

7346 26TH ST

LUBBOCK, TX 79407

JOSEFA MENDOLLA

5508 69TH ST

LUBBOCK TX 79424-1414

(NO DOCUMENT FOUND)

0.286 ACRE

ROBERT & TERESA GARCIA

7344 26TH ST

LUBBOCK, TX 79407

(VOL: 2743, PG: 018)

0.286 ACRE

LUPE SERVANTEZ ESTATE

7338 26TH ST

LUBBOCK, TX 79407

(NO DOCUMENT FOUND)

0.248 ACRE

ALFREDO CARRIZALES ESTATE

7336 26TH ST

LUBBOCK, TX 79407

(NO DOCUMENT FOUND)

0.286 ACRE

ROBERT GARCIA

7342 26TH ST

LUBBOCK, TX 79407

(VOL: 9720, PG: 180)

0.771 ACRE

LOUISE CONNALLY

7330 26TH ST

LUBBOCK, TX 79407

(NO DOCUMENT FOUND)

CP-18

STA 10+23.11

INSTALL:

1-STANDARD TEST STATION

(RE:1/CP-6)

N=7273576.84 E=909729.50

WORK LIMITS WORK LIMITS

STA 9+00.00

INSTALL:

1-FIBER PULL BOX

1-FIBER UTILITY MARKER

N=7273581.09 E=909852.84

26TH STREET

(ASPHALT PAVEMENT)

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

1323 SY OF ASPHALT

PAVEMENT REPAIR

(RE:1/DT-1,3/DT-17)

EX 8" PVC WL EX 8" PVC SS

EX 16" PVC FM

EX 10" PVC WL EX 10" PVC WL

EX 16" PVC FM

303 SY OF ASPHALT

PAVEMENT REPAIR

(RE:1/DT-1,3/DT-17)

158 SY OF CONCRETE

PAVEMENT REPAIR

(RE:DT-9)

PROPOSED 36" WL

ATCH LIN

E STA 8+00

ATCH LIN

E STA 16+00

8+008+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+0016+00

I S

+5 6.

I E L

-0.67% -0.15%

EXISTING GROUND

" W L

6' M

INSTALL 800 LF 36" AWWA C200/C303 (ALT BID) CLASS 150 PIPE

TOP OF PIPE

8" S

SHEET

SEQ.

th is sh ee t, ad ju st sc al e.

dr aw in g.

If n ot o ne in ch o n

Ba r i s o ne in ch o n or ig

E N

. VE

B N

Plot Date: 12/30/2025 8:55 AM Plot By: 08524 Filename: N:\WTU\Drawings\Pipeline\CV-PPL-PP-PIPE03.dwg

-P

P-

.d w g

La st

S av ed : 1

A d By

: 0

Fi le na m e:

\D ra w in gs \P ip el in e\

-P

P-

.d w g

R el : 2

(L M

S Te ch

Fr ee se a nd N ic ho ls, In c.

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

S . L oo p

9, S ui te

Lu bb oc k, T ex as

Ph on e

-2

W eb w w w

.fr ee se .c om

SCALE IN FEET

0 10'5'

VERTICAL

NORTH

O R

N O

N 4/

O N

N O

T O

O N

A U

O N

O F

D O

R N

N O

A N

U N

N G

P .E

SCALE IN FEET

0 80'40'

HORIZONTAL

EXISTING UNDERGROUND AND

OVERHEAD UTILITIES IN THE AREA.

48 HOURS PRIOR TO

CONSTRUCTION CONTACT

1-800-DIG-TESS

CAUTION!!!

E W

M E

100% SUBMITTAL

O F

, T

WL-2

T O

M A

NOTES:

1. CONTRACTOR SHALL VERIFY

LOCATION AND DEPTH OF ALL

UTILITIES PRIOR TO BEGINNING

OF CONSTRUCTION.

2. CONTRACTOR WILL BE

REQUIRED TO PREPARE AND

SUBMIT FOR APPROVAL A

TRAFFIC CONTROL PLAN SEALED

BY A LICENSED PROFESSIONAL

ENGINEER REGISTERED IN THE

STATE OF TEXAS, PRIOR TO

CONSTRUCTION STARTING.

CONTRACTOR SHALL FOLLOW

THE LATEST EDITION OF TEXAS

MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES (TMUTCD)

AND ALL CITY RULES AND

REGULATIONS.

3. CONTRACTOR SHALL MAINTAIN

VEHICLE ACCESS TO

HOMEOWNERS WHOSE

DRIVEWAYS ARE CROSSED BY

THE PROPOSED PIPELINE

ALIGNMENT AT ALL TIMES.

4. CONTRACTOR SHALL MAINTAIN

A MINIMUM OF 2' VERTICAL

SEPARATION BETWEEN THE

PIPELINE AND EXISTING

UTILITIES.

5. WORK LIMITS ARE SHOWN ON

THIS SHEET

6. RETURN GRADES OF DISTURBED

AREAS TO PRECONSTRUCTION

GRADES AFTER INSTALLATION

ACTIVITIES ARE COMPLETE.

MAINTAIN ZERO NET FILL FOR

BACKFILL AND FILLS IN THE

FLOODPLAIN FROM STA 6+67

TO STA 27+00. DISPOSE OF

EXCESS MATERIAL FROM

EXCAVATION OFF SITE.

6" DI

UNABLE TO

TONE, NOT

FOUND IN

RECORDS

10" PVC

10" PVC10" PVC

MAILBOX

5.00 ACRE

AUGUSTINE LARA

PO BOX 16081

LUBBOCK TX 79490-6081

(VOL: 4119, PG: 169)

' R

-O F-

T (V

O L:

, P G:

0.286 ACRE

7348 26TH ST

LUBBOCK, TX 79407

JUAN GONZALES

1819 E 1ST ST

LUBBOCK TX 79401

(CCFN: 2009031152)

0.286 ACRE

7346 26TH ST

LUBBOCK, TX 79407

JOSEFA MENDOLLA

5508 69TH ST

LUBBOCK TX 79424-1414

(NO DOCUMENT FOUND)

U E

5.00 ACRE

AUGUSTINE LARA

PO BOX 16081

LUBBOCK TX 79490-6081

(VOL: 4119, PG: 169)

UPLAND CROSSING ADDITION

LOTS 78-130, TRACTS B & C

BETENBOUGH HOMES LLC

6305 82ND ST

LUBBOCK TX 79424-3681

(CCFN: 2020042791)

VEN

ITA AVEN

26TH STREET

(ASPHALT PAVEMENT)

PI STA 17+86.89

r 45°04'38"

INSTALL:

1-36"x 45° BEND N=7273634.88 E=908976.98

PI STA 17+53.68

r 44°55'55"

INSTALL:

1-36" x 45° BEND N=7273610.63 E=908999.66

STA 17+58.19

INSTALL:

1-FIBER PULL BOX

1-FIBER UTILITY MARKER

N=7273613.92 E=908996.58

STA 17+86.89

INSTALL:

1-FIBER PULL BOX

1-FIBER UTILITY MARKER

N=7273634.88 E=908976.98

STA 21+01.40

INSTALL:

1-STANDARD TEST STATION

(RE:1/CP-6)

N=7273652.23 E=908662.86

STA 17+98.45

INSTALL:

1- BOV ASSEMBLY

(RE: DT-4)

N=7273635.26 E=908965.42

WORK LIMITSWORK LIMITS

WORK LIMITS

16+00 17+00

18+00 19+00 20+00 21+00 22+00 23+00

589 SY OF ASPHALT PAVEMENT REPAIR

(RE:1/DT-1,3/DT-17)

PROPOSED 36" WL

EX 10" PVC WL

89 SY OF CONCRETE

PAVEMENT REPAIR

(RE:DT-9)

1363 SY OF ASPHALT

PAVEMENT REPAIR

(RE:1/DT-1,3/DT-17)

331 SY OF ASPHALT

PAVEMENT REPAIR

(RE:1/DT-1,3/DT-17)

66 SY OF CONCRETE

PAVEMENT REPAIR

(RE:DT-9)

16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00

I S

I E

0.57% 0.57%

-0.15%

EXISTING GROUND

0" W

6' M

INSTALL 700 LF 36" AWWA C200/C303 (ALT BID) CLASS 150 PIPE

T- 4)

6' M

TOP OF PIPE

SHEET

SEQ.

th is sh ee t, ad ju st sc al e.

dr aw in g.

If n ot o ne in ch o n

Ba r i s o ne in ch o n or ig

E N

. VE

B N

Plot Date: 12/29/2025 2:55 PM Plot By: 08524 Filename: N:\WTU\Drawings\Pipeline\CV-PPL-PP-PIPE03.dwg

-P

P-

.d w g

La st

S av ed : 1

d By

: 0

Fi le na m e:

\D ra w in gs \P ip el in e\

-P

P-

.d w g

R el : 2

(L M

S Te ch

Fr ee se a nd N ic ho ls, In c.

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

S . L oo p

9, S ui te

Lu bb oc k, T ex as

Ph on e

-2

W eb w w w

.fr ee se .c om

SCALE IN FEET

0 10'5'

VERTICAL

NORTH

O R

N O

N 4/

O N

N O

T O

O N

A U

O N

O F

D O

R N

N O

A N

U N

N G

P .E

SCALE IN FEET

0 80'40'

HORIZONTAL

EXISTING UNDERGROUND AND

OVERHEAD UTILITIES IN THE AREA.

48 HOURS PRIOR TO

CONSTRUCTION CONTACT

1-800-DIG-TESS

CAUTION!!!

E W

M E

100% SUBMITTAL

O F

, T

WL-3

M A

NOTES:

1. CONTRACTOR SHALL VERIFY

LOCATION AND DEPTH OF ALL

UTILITIES PRIOR TO BEGINNING

OF CONSTRUCTION.

2. CONTRACTOR WILL BE

REQUIRED TO PREPARE AND

SUBMIT FOR APPROVAL A

TRAFFIC CONTROL PLAN SEALED

BY A LICENSED PROFESSIONAL

ENGINEER REGISTERED IN THE

STATE OF TEXAS, PRIOR TO

CONSTRUCTION STARTING.

CONTRACTOR SHALL FOLLOW

THE LATEST EDITION OF TEXAS

MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES (TMUTCD)

AND ALL CITY RULES AND

REGULATIONS.

3. CONTRACTOR SHALL MAINTAIN

VEHICLE ACCESS TO

HOMEOWNERS WHOSE

DRIVEWAYS ARE CROSSED BY

THE PROPOSED PIPELINE

ALIGNMENT AT ALL TIMES.

4. CONTRACTOR SHALL MAINTAIN

A MINIMUM OF 2' VERTICAL

SEPARATION BETWEEN THE

PIPELINE AND EXISTING

UTILITIES.

5. WORK LIMITS ARE SHOWN ON

THIS SHEET

6. RETURN GRADES OF DISTURBED

AREAS TO PRECONSTRUCTION

GRADES AFTER INSTALLATION

ACTIVITIES ARE COMPLETE.

MAINTAIN ZERO NET FILL FOR

BACKFILL AND FILLS IN THE

FLOODPLAIN FROM STA 6+67

TO STA 27+00. DISPOSE OF

EXCESS MATERIAL FROM

EXCAVATION OFF SITE.

8" P

10" PVC 10" PVC

Vegetation Ground Obscured

30' RIGHT-OF-WAY EASEMENT

(VOL: 473, PG: 315)

' R

-O F-

T (V

O L:

, P G:

32' RIGHT-OF-WAY EASEMENT

(CCFN: 2022031764)32' RIGHT-OF-WAY EASEMENT (DEDICATED BY PLAT)

2.00 ACRE

WESLEY GARNER

7509 W 26TH ST

LUBBOCK TX 79407

(CCFN: 2009530760)

6.00 ACRE

ELVIRA LARA

7918 34TH ST

LUBBOCK TX 79407-4802

(CCFN: 2013003250)

P.O.B.

N= 7,271,923.73' E= 907,471.48'

6.00 ACRE

ELVIRA LARA

7918 34TH ST

LUBBOCK TX 79407-4802

(CCFN: 2013003250)

26TH STREET

(ASPHALT PAVEMENT)

N U

U E

CP-17

STA 26+01.40

INSTALL:

1-FIBER PULL BOX

1-FIBER UTILITY MARKER

N=7273660.99 E=908162.88

STA 31+21.40

INSTALL:

1-CATHODIC PROTECTION

RECTIFIER

(RE:1/CP-5)

N=7273674.29 E=907643.04

WORK LIMITS

23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00

PROPOSED 36" WL

1398 SY OF ASPHALT PAVEMENT

REPAIR (RE:1/DT-1,3/DT-17)

23+0023+00 24+00 25+00 26+00 27+00 28+00 29+00 30+0030+00

0.57%

1.62%

EXISTING GROUND

I S

I E

6' M

INSTALL 700 LF 36" AWWA C200/C303 (ALT BID) CLASS 150 PIPE

TOP OF PIPE

SHEET

SEQ.

th is sh ee t, ad ju st sc al e.

dr aw in g.

If n ot o ne in ch o n

Ba r i s o ne in ch o n or ig

E N

. VE

B N

Plot Date: 12/29/2025 2:55 PM Plot By: 08524 Filename: N:\WTU\Drawings\Pipeline\CV-PPL-PP-PIPE03.dwg

-P

P-

.d w g

La st

S av ed : 1

d By

: 0

Fi le na m e:

\D ra w in gs \P ip el in e\

-P

P-

.d w g

R el : 2

(L M

S Te ch

Fr ee se a nd N ic ho ls, In c.

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

S . L oo p

9, S ui te

Lu bb oc k, T ex as

Ph on e

-2

W eb w w w

.fr ee se .c om

SCALE IN FEET

0 10'5'

VERTICAL

NORTH

O R

N O

N 4/

O N

N O

T O

O N

A U

O N

O F

D O

R N

N O

A N

U N

N G

P .E

SCALE IN FEET

0 80'40'

HORIZONTAL

NOTES:

1. CONTRACTOR SHALL VERIFY

LOCATION AND DEPTH OF ALL

UTILITIES PRIOR TO BEGINNING

OF CONSTRUCTION.

2. CONTRACTOR WILL BE

REQUIRED TO PREPARE AND

SUBMIT FOR APPROVAL A

TRAFFIC CONTROL PLAN SEALED

BY A LICENSED PROFESSIONAL

ENGINEER REGISTERED IN THE

STATE OF TEXAS, PRIOR TO

CONSTRUCTION STARTING.

CONTRACTOR SHALL FOLLOW

THE LATEST EDITION OF TEXAS

MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES (TMUTCD)

AND ALL CITY RULES AND

REGULATIONS.

3. CONTRACTOR SHALL MAINTAIN

VEHICLE ACCESS TO

HOMEOWNERS WHOSE

DRIVEWAYS ARE CROSSED BY

THE PROPOSED PIPELINE

ALIGNMENT AT ALL TIMES.

4. CONTRACTOR SHALL MAINTAIN

A MINIMUM OF 2' VERTICAL

SEPARATION BETWEEN THE

PIPELINE AND EXISTING

UTILITIES.

5. WORK LIMITS ARE SHOWN ON

THIS SHEET

6. RETURN GRADES OF DISTURBED

AREAS TO PRECONSTRUCTION

GRADES AFTER INSTALLATION

ACTIVITIES ARE COMPLETE.

MAINTAIN ZERO NET FILL FOR

BACKFILL AND FILLS IN THE

FLOODPLAIN FROM STA 6+67

TO STA 27+00. DISPOSE OF

EXCESS MATERIAL FROM

EXCAVATION OFF SITE.

EXISTING UNDERGROUND AND

OVERHEAD UTILITIES IN THE AREA.

48 HOURS PRIOR TO

CONSTRUCTION CONTACT

1-800-DIG-TESS

CAUTION!!!

E W

M E

100% SUBMITTAL

O F

, T

WL-4

M A

GOES

BEHIND THE

FENCE

ENTERS

SHED

6" P

VC8"

10" PVC

8" P

6" P

ENTERS MANHOLE, PER

RECORDS. UNABLE TO

LOCATE IN THE FIELD

GARNER ADDITION

LOT 1

(VOL: 2678, PG: 45)

0.80 ACRE

WESLEY GARNER

7509 W 26TH ST

LUBBOCK TX 79407

MAILBOX

N U

Vegetation Ground Obscured

32' RIGHT-OF-WAY EASEMENT (DEDICATED BY PLAT)

14.13 ACRE

COYOTE LAND LTD

6309 INDIANA AVE STE B

LUBBOCK TX 79413-5739

(CCFN: 2010024988)

30' RIGHT-OF-WAY EASEMENT

(VOL: 473, PG: 315)

' R

-O F-

T (V

O L:

, P G:

30' STREET

(KILLIAN TRACTS PLAT)

2.00 ACRE

WESLEY GARNER

7509 W 26TH ST

LUBBOCK TX 79407

(CCFN: 2009530760)

26TH STREET

(ASPHALT PAVEMENT)

26TH STREET

(ASPHALT PAVEMENT)

CP-16

N U

STA 31+21.40

INSTALL:

1-CATHODIC PROTECTION

RECTIFIER

(RE:1/CP-5)

N=7273674.29 E=907643.04

STA 34+01.40

INSTALL:

1-FIBER PULL BOX

1-FIBER UTILITY MARKER

N=7273686.63 E=907363.29

7'9'

WORK LIMITS WORK LIMITS

'26

T (A

30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00

PROPOSED 36" WL1385 SY OF ASPHALT

PAVEMENT REPAIR

(RE:1/DT-1,3/DT-17)

EX 8" PVC WL EX 6" PVC WL

EX 10" PVC WL EX 8" PVC WL 32

O F

30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 37+50

1.62%

6' M

INSTALL 750 LF 36" AWWA C200/C303 (ALT BID) CLASS 150 PIPE

EXISTING GROUND

TOP OF PIPE

SHEET

SEQ.

th is sh ee t, ad ju st sc al e.

dr aw in g.

If n ot o ne in ch o n

Ba r i s o ne in ch o n or ig

E N

. VE

B N

Plot Date: 12/29/2025 2:55 PM Plot By: 08524 Filename: N:\WTU\Drawings\Pipeline\CV-PPL-PP-PIPE03.dwg

-P

P-

.d w g

La st

S av ed : 1

d By

: 0

Fi le na m e:

\D ra w in gs \P ip el in e\

-P

P-

.d w g

R el : 2

(L M

S Te ch

Fr ee se a nd N ic ho ls, In c.

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

S . L oo p

9, S ui te

Lu bb oc k, T ex as

Ph on e

-2

W eb w w w

.fr ee se .c om

SCALE IN FEET

0 10'5'

VERTICAL

NORTH

O R

N O

N 4/

O N

N O

T O

O N

A U

O N

O F

D O

R N

N O

A N

U N

N G

P .E

SCALE IN FEET

0 80'40'

HORIZONTAL

NOTES:

1. CONTRACTOR SHALL VERIFY

LOCATION AND DEPTH OF ALL

UTILITIES PRIOR TO BEGINNING

OF CONSTRUCTION.

2. CONTRACTOR WILL BE

REQUIRED TO PREPARE AND

SUBMIT FOR APPROVAL A

TRAFFIC CONTROL PLAN SEALED

BY A LICENSED PROFESSIONAL

ENGINEER REGISTERED IN THE

STATE OF TEXAS, PRIOR TO

CONSTRUCTION STARTING.

CONTRACTOR SHALL FOLLOW

THE LATEST EDITION OF TEXAS

MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES (TMUTCD)

AND ALL CITY RULES AND

R…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 24, 2026.