8-04 - Plan Drawings.pdf

PDF 39 MB Posted Apr 3, 2026

Attached to: North Overton Tax Increment Finance Districts (TIF) Irrigation Improvements
Solicitation number: RFP 26-19455-KM
Issued by: Harris County, Texas

About this file

Written by GovTribe AI · Apr 7, 2026

This file contains comprehensive plan drawings and specifications for the City of Lubbock's North Overton Tax Increment Finance (TIF) District Irrigation Improvement Project, prepared by landscape architect Pland Collaborative and dated December 23, 2025. The project encompasses irrigation system renovation across multiple properties in the North Overton neighborhood, including demolition of existing irrigation infrastructure and installation of new Hunter ACC2 controllers, irrigation mainlines, laterals, and specialized watering systems. The drawing set includes 20 sheets organized into cover sheet, general notes, project area map, six demolition plan sheets (LD101-LD106), nine irrigation plan sheets (LI101-LI109), and two detail sheets (LI501-LI502) showing standard irrigation construction details. Key project components involve removing existing master valves, controllers, and irrigation service lines while retaining mainlines, backflow preventers, and remote control valve assemblies; installing new Hunter ACC2 controllers in existing strongbox pedestals with rain/freeze sensor installation on public light poles; and implementing drip irrigation systems with decomposed granite ground covers and root watering bubbler assemblies (Rain Bird RWS-B-C-1402 model at 0.50 gallons per minute each) throughout planting beds and tree wells.

The project requires contractors to obtain all permits at their own expense, comply with Texas Commission on Environmental Quality (TCEQ) irrigation regulations, contact Texas One Call (811) two working days prior to excavation, and submit traffic control plans at least ten working days before the pre-construction meeting on 11x17 sheets in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). Contractors bear full responsibility for protecting existing utilities, pavement, and adjacent properties from damage, with all repair costs borne by the contractor at no additional expense to the owner. Material specifications include Schedule 40 solvent-weld PVC for mainlines at 28 inches burial depth for continuous pressure main and 18 inches for non-continuous, Class 200 SDR-21 bell-end PVC sleeve piping, and 24-volt irrigation wiring. Maintenance of up-to-date as-built plans updated within two weeks is required, with final stamped as-built plans submitted to the project manager and City of Lubbock. All construction and materials testing must conform to Texas Standard Specifications for Public Works Construction unless otherwise noted, and all work areas must be returned to original condition with extra materials and labor considered incidental to the project at no additional expense to the owner.

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Other files

File	Type	Posted
7-03 - Specifications.pdf	PDF	Apr 3, 2026
4-07 - Non Collusion Affidavit.pdf	PDF	Apr 3, 2026
5-08 - Safety record questionnaire.pdf	PDF	Apr 3, 2026
6-02 (01) - Proposal Submittal Form.pdf	PDF	Apr 3, 2026
9-05 - Gen Cons Wages Contract.pdf	PDF	Apr 3, 2026
3-10 - Conflict of Interest Form.pdf	PDF	Apr 3, 2026
1-06 - Contractors Statement of Qualifications.pdf	PDF	Apr 3, 2026
11-01 (1) - RFP 26-19455-KM.pdf	PDF	Apr 3, 2026
2-09 - Proposed Subcontractors.pdf	PDF	Apr 3, 2026
10-02 (02) - Insurance Affidavit.pdf	PDF	Apr 3, 2026

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G-001

COVER SHEET

CITY OF LUBBOCK

NORTH OVERTON TIF

IRRIGATION IMPROVEMENT PLAN

DECEMBER 23, 2025

DRAWING INDEX:

1. G-001 COVER SHEET

2. G-002 GENERAL NOTES

3. G-003 PROJECT AREA MAP

4. LD101 DEMOLITION PLAN

5. LD102 DEMOLITION PLAN

6. LD103 DEMOLITION PLAN

7. LD104 DEMOLITION PLAN

8. LD105 DEMOLITION PLAN

9. LD106 DEMOLITION PLAN

10. LI101 IRRIGATION PLAN

11. LI102 IRRIGATION PLAN

12. LI103 IRRIGATION PLAN

13. LI104 IRRIGATION PLAN

14. LI105 IRRIGATION PLAN

15. LI106 IRRIGATION PLAN

16. LI107 IRRIGATION PLAN

17. LI108 IRRIGATION PLAN

18. LI109 IRRIGATION PLAN

19. LI501 IRRIGATION DETAILS

20. LI502 STANDARD IRRIGATION DETAILS

DESIGN TEAM:

LANDSCAPE ARCHITECT

PLAND COLLABORATIVE

515 BROADWAY

LUBBOCK, TX 79401

505-268-2266 PH

505-265-9637 FX

ATTN: JEFF STUART

OWNER:

CITY OF LUBBOCK

1314 AVE K

LUBBOCK, TX 79401

ATTN: BRIANNA BROWN

LUBBOCK, TX

FOR CONSTRUCTION

NORTH OVERTON

TIF IRRIGATION

IMPROVEMENT PLAN

NORTH OVERTON

LUBBOCK, TX 79401

DECEMBER 23, 2025

FOR CONSTRUCTION

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1. CONTRACTOR SHALL APPLY FOR AND RECEIVE ALL REQUIRED CONTRACTOR SHALL APPLY FOR AND RECEIVE ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION AT THE CONTRACTOR'S EXPENSE. 2. IRRIGATION IN TEXAS IS REGULATED BY THE TEXAS COMMISSION ON IRRIGATION IN TEXAS IS REGULATED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) (MC-178), P.O. BOX 13087, AUSTIN, TEXAS 78711-3087. TCEQ'S WEB SITE IS: WWW.TCEQ.TEXAS.GOV 3. TWO WORKING DAYS PRIOR TO ANY EXCAVATION, THE CONTRACTOR TWO WORKING DAYS PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHALL CONTACT TEXAS ONE CALL SYSTEM (811) FOR LOCATION OF EXISTING UTILITIES. SEE DEMOLITION PLAN GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. 4. CONTRACTOR SHALL PROTECT EXISTING SIGNS, UTILITIES, ROADWAY, CONTRACTOR SHALL PROTECT EXISTING SIGNS, UTILITIES, ROADWAY, AND PAVEMENT MARKINGS (UNLESS OTHERWISE NOTED ON PLAN) FROM DAMAGE DUE TO CONSTRUCTION OPERATIONS, SIGNS, UTILITIES, ROADWAY, OR PAVEMENT MARKINGS DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE EXISTING THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE EXISTING UTILITY LINES WITHIN THE CONSTRUCTION AREA. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE AND APPROVED BY THE CONSTRUCTION ENGINEER. THIS WORK SHALL BE AT NO ADDITIONAL COST TO THE OWNER. 6. CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE PROPERTY CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE PROPERTY AND/OR PROJECT LIMITS. ANY DAMAGE TO ADJACENT PROPERTIES RESULTING FROM THE CONSTRUCTION PROCESS IS THE RESPONSIBILITY OF THE CONTRACTOR. ANY COSTS INCURRED FOR REPAIRS SHALL BE THE COST OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY DAMAGE THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY DAMAGE TO EXISTING PAVEMENTS, PAVEMENT MARKINGS, CURB & GUTTER, DRIVE PADS, WHEELCHAIR RAMPS, AND SIDEWALK DURING CONSTRUCTION, APART FROM THOSE SECTIONS INDICATED FOR REMOVAL ON THE PLANS AND SHALL REPAIR OR REPLACE AT HIS/HER OWN EXPENSE. 8. ANY EXISTING WATER LINE, SEWER LINE OR OTHER UTILITY OR ANY EXISTING WATER LINE, SEWER LINE OR OTHER UTILITY OR UTILITY STRUCTURE DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED TO MATCH EXISTING. 9. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A TRAFFIC CONTROL THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A TRAFFIC CONTROL PLAN THAT WILL REFLECT THE CONTRACTOR'S PROPOSED CONSTRUCTION PHASING, THE PLANS SHALL BE REVIEWED AND APPROVED BY THE CITY OF LUBBOCK. 10. THE TRAFFIC CONTROL PLANS SHALL BE SUBMITTED TO THE CITY THE TRAFFIC CONTROL PLANS SHALL BE SUBMITTED TO THE CITY OF LUBBOCK AT LEAST 10 WORKING DAYS PRIOR TO THE PRE-CONSTRUCTION MEETING. THE TRAFFIC CONTROL PLANS SHALL BE SUBMITTED ON 11X17 SHEETS. NO HAND DRAFTED TRAFFIC CONTROL PLANS WILL BE ACCEPTED. 11. ALL BARRICADES AND CONSTRUCTION SIGNING SHALL CONFORM TO ALL BARRICADES AND CONSTRUCTION SIGNING SHALL CONFORM TO APPLICABLE SECTIONS OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), U.S. DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 12. THE CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION BARRICADES THE CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION BARRICADES AND SIGNING AT ALL TIMES. THE CONTRACTOR SHALL VERIFY THE PROPER LOCATION OF ALL BARRICADING AT THE END AND BEGINNING OR EACH DAY. 13. DISPOSAL SITE FOR ALL EXCESS EXCAVATION MATERIAL, AND DISPOSAL SITE FOR ALL EXCESS EXCAVATION MATERIAL, AND UNSUITABLE MATERIAL SHALL BE OBTAINED BY THE CONTRACTOR IN COMPLIANCE WITH APPLICABLE ENVIRONMENTAL REGULATIONS AND APPROVED BY THE CITY OF LUBBOCK. ALL COSTS INCURRED IN OBTAINING A DISPOSAL SITE AND HAUL THERETO SHALL BE AT NO ADDITIONAL COST TO THE OWNER. 14. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT HORIZONTAL AND VERTICAL CONTROL SURVEY MONUMENTS (BENCHMARKS) FROM DAMAGE PRIOR TO INITIATING CONSTRUCTION. IF DURING THE COURSE OF CONSTRUCTION OPERATIONS, THE CONTRACTOR DISTURBS OR DESTROYS A BENCHMARK, THE BENCHMARK SHALL BE RECONSTRUCTED PER THE STANDARDS AND PROCEDURES SET FOR IN THE "GEODETIC MARK PRESERVATION GUIDEBOOK", NATIONAL GEODETIC SURVEY, MARCH 1990, CONTACT NGS MARK PRESERVATION CENTER. 15. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT SHALL NOT OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT SHALL NOT OBSTRUCT DRIVEWAYS OR DESIGNATED TRAFFIC LANES. THE CONTRACTOR SHALL NOT STORE ANY EQUIPMENT OR MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY. 16. ALL EXCAVATION, TRENCHING, AND SHORING ACTIVITIES SHALL BE ALL EXCAVATION, TRENCHING, AND SHORING ACTIVITIES SHALL BE CARRIED-OUT IN ACCORDANCE WITH OSHA 29 CFR 1926.652. 17. WHEN REMOVAL OF EXISTING CURB AND GUTTER OR SIDEWALK IS WHEN REMOVAL OF EXISTING CURB AND GUTTER OR SIDEWALK IS REQUIRED, CONTRACTOR SHALL REMOVE TO THE NEAREST JOINT. 18. THE CONTRACTOR SHALL MAINTAIN AN UP-TO-DATE SET OF THE CONTRACTOR SHALL MAINTAIN AN UP-TO-DATE SET OF AS-BUILTS PLANS FOR THE PROJECT. THESE PLANS SHALL BE KEPT CURRENT, WITHIN TWO WEEKS, AT ALL TIMES AND SHALL BE SUBJECT TO REVIEW BY THE PROJECT ENGINEER THROUGHOUT THE PROJECT AND WILL BE REVIEWED BY THE PROJECT ENGINEER FOR ACCURACY AND COMPLETENESS AT LEAST ONCE EVERY 30 DAYS. THE FINAL STAMPED AS-BUILT PLANS SHALL BE SUBMITTED TO THE PROJECT MANAGER AND THE CITY. THIS WORK IS CONSIDERED INCIDENTAL TO THE PROJECT. 19. ALL CONSTRUCTION AND MATERIALS TESTING SHALL CONFORM TO ALL CONSTRUCTION AND MATERIALS TESTING SHALL CONFORM TO THE TEXAS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, UNLESS OTHERWISE NOTED. 20. PROTECT AND MAINTAIN ALL ROADWAY TRAFFIC ADJACENT TO THE PROTECT AND MAINTAIN ALL ROADWAY TRAFFIC ADJACENT TO THE PROJECT. DURING CONSTRUCTION, BARRICADING AND PROJECT SIGNS SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 21. THE CONTRACTOR SHALL MAINTAIN ALL WORK AND MATERIAL THE CONTRACTOR SHALL MAINTAIN ALL WORK AND MATERIAL STORAGE AREAS IN AN ORDERLY CONDITION, FREE OF DEBRIS AND WASTE, UPON COMPLETION OF CONSTRUCTION, CLEAN UP OF THE PROJECT AND ADJACENT AREAS AFFECTED ARE TO BE BROUGHT TO AN ACCEPTABLE CONDITION. 22. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, ETC. IF REQUIRED, ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER THE PLACEMENT OF PERMANENT PAVING AND GRADING. 23. CONCRETE SHALL BE NEATLINE SAWCUT AT PROPOSED TRANSITIONS CONCRETE SHALL BE NEATLINE SAWCUT AT PROPOSED TRANSITIONS TO SURFACE TREATMENTS TO REMAIN. THIS SHALL BE INCIDENTAL TO THE REMOVAL. 24. RAIN/FREEZE SENSORS (HUNTER WR-CLIK) SHALL BE INSTALLED RAIN/FREEZE SENSORS (HUNTER WR-CLIK) SHALL BE INSTALLED FOR EACH CONTROLLER ON NEAREST PUBLIC LIGHT POLE, MINIMUM 9' ABOVE ADJACENT FINISH GRADE. SENSOR SHALL BE MOUNTED WITH POLE CLAMPS FOR SECURE ATTACHMENT. 25. CONTRACTOR SHALL ENSURE EACH STRONGBOX/CONTROLLER IS CONTRACTOR SHALL ENSURE EACH STRONGBOX/CONTROLLER IS GROUNDED PER MANUFACTURER'S SPECIFICATIONS. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT AT NO ADDITIONAL EXPENSE TO THE OWNER. 26. IT IS THE INTENT FOR ALL WORK AREAS OF THE PROJECT TO BE IT IS THE INTENT FOR ALL WORK AREAS OF THE PROJECT TO BE RETURNED TO THE ORIGINAL CONDITION. ANY EXTRA MATERIAL AND LABOR REQUIRED TO DO SO WILL BE CONSIDERED INCIDENTAL TO THE PROJECT AT NO ADDITIONAL EXPENSE TO THE OWNER.

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TIF IRRIGATION

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DECEMBER 23, 2025

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REMOTE CONTROL VALVE ASSEMBLY TO REMAIN.

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IRRIGATION MAIN LINE TO REMAIN.

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IRRIGATION CONTROLLER TO BE REPLACED - REF. DETAIL A1/LI501.

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WATER METER TO REMAIN.

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MASTER VALVE TO BE REMOVED.

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MAIN LINE AND LATERAL SLEEVE PIPING TO REMAIN.

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LATERAL PIPING TO REMAIN.

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CONTROLLER TO BE REPLACED IN EXISTING STRONGBOX PEDESTAL - REFERENCE LI SHEETS.

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U E

U N

R S

A V

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

REMOTE CONTROL VALVE ASSEMBLY TO REMAIN.

AutoCAD SHX Text

IRRIGATION MAIN LINE TO REMAIN.

AutoCAD SHX Text

IRRIGATION CONTROLLER TO BE REPLACED - REF. DETAIL A1/LI501.

AutoCAD SHX Text

WATER METER TO REMAIN.

AutoCAD SHX Text

MASTER VALVE TO BE REMOVED.

AutoCAD SHX Text

MAIN LINE AND LATERAL SLEEVE PIPING TO REMAIN.

AutoCAD SHX Text

24-VOLT IRRIGATION WIRE SLEEVE PIPING TO REMAIN.

AutoCAD SHX Text C

AutoCAD SHX Text

DEMOLITION LEGEND

AutoCAD SHX Text

WATER METER TO BE REMOVED BY CITY OF LUBBOCK.

AutoCAD SHX Text M

AutoCAD SHX Text

IRRIGATION CONTROLLER TO BE REMOVED.

AutoCAD SHX Text C

AutoCAD SHX Text

BACKFLOW PREVENTER TO REMAIN.

AutoCAD SHX Text

MASTER VALVE TO REMAIN.

AutoCAD SHX Text

BACKFLOW PREVENTER TO BE REMOVED.

AutoCAD SHX Text

IRRIGATION MAIN LINE TO BE REMOVED.

AutoCAD SHX Text

IRRIGATION SERVICE LINE TO REMAIN.

AutoCAD SHX Text

IRRIGATION SERVICE LINE TO BE REMOVED.

AutoCAD SHX Text

LATERAL PIPING TO BE REMOVED.

AutoCAD SHX Text

LATERAL PIPING TO REMAIN.

AutoCAD SHX Text D-01

AutoCAD SHX Text REMOVE DRIP IRRIGATION RINGS AROUND EACH TREE. CUT AND CAP LATERAL PIPING DIRECTLY UPSTREAM OF DRIP ADAPTER FITTING.

AutoCAD SHX Text D-02

AutoCAD SHX Text CUT MAINLINE PIPING ON DOWNSTREAM SIDE OF MASTERVALVE. REMOVE MASTERVALVE & DOUBLE CHECK. TEMPORARILY CAP FOR RECONNECTION - SEE LI SHEETS.

AutoCAD SHX Text D-03

AutoCAD SHX Text WATER DEPARTMENT TO REMOVE METER & CAP SERVICE LINE. CONTRACTOR SHALL REMOVE METER BOX AND FILL VOID WITH CLEAN FILL.

AutoCAD SHX Text D-04

AutoCAD SHX Text D-05

AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING TURFGRASS. CONTRACTOR SHALL CUT AND CAP LATERAL USED FOR TURFGRASS IRRIGATION.

AutoCAD SHX Text D-06

AutoCAD SHX Text

CONTROLLER TO BE REPLACED IN EXISTING STRONGBOX PEDESTAL - REFERENCE LI SHEETS.

AutoCAD SHX Text D-07

AutoCAD SHX Text

DEMOLITION KEYED NOTES

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

SUBMITTAL

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

PLAND PROJECT NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

PROJECT NAME AND ADDRESS

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

SUBMITTAL

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

PLAND PROJECT NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

PROJECT NAME AND ADDRESS

AutoCAD SHX Text

REFERENCE MAP

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SCALE: 1"=20'-0"

AutoCAD SHX Text

805 AVENUE V CONT.

AutoCAD SHX Text A1

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text A1

AutoCAD SHX Text

LD104

AutoCAD SHX Text

LD103

AutoCAD SHX Text

LD101

AutoCAD SHX Text

MATCHLINE LD102

AutoCAD SHX Text

MATCHLINE LD101

AutoCAD SHX Text

MATCHLINE LD102

AutoCAD SHX Text

MATCHLINE LD101

AutoCAD SHX Text

MATCHLINE LD104

AutoCAD SHX Text

MATCHLINE LD102

AutoCAD SHX Text

MATCHLINE LD104

AutoCAD SHX Text

MATCHLINE LD102

AutoCAD SHX Text

AVENUE U

AutoCAD SHX Text

9TH STREET

LD103

DEMOLITION

PLAN

NORTH OVERTON

TIF IRRIGATION

IMPROVEMENT PLAN

NORTH OVERTON

LUBBOCK, TX 79401

DECEMBER 23, 2025

FOR CONSTRUCTION

25032

BROADWAY ST

MAIN ST

10TH ST

9TH ST

GGB

7TH ST

MAC DAVIS LN

A V

E N

U E

A V

E N

U E

A V

E N

U E

A V

E N

U E

A V

E N

U E

A V

E N

U E

U N

R S

A V

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

REMOTE CONTROL VALVE ASSEMBLY TO REMAIN.

AutoCAD SHX Text

IRRIGATION MAIN LINE TO REMAIN.

AutoCAD SHX Text

IRRIGATION CONTROLLER TO BE REPLACED - REF. DETAIL A1/LI501.

AutoCAD SHX Text

WATER METER TO REMAIN.

AutoCAD SHX Text

MASTER VALVE TO BE REMOVED.

AutoCAD SHX Text

MAIN LINE AND LATERAL SLEEVE PIPING TO REMAIN.

AutoCAD SHX Text

24-VOLT IRRIGATION WIRE SLEEVE PIPING TO REMAIN.

AutoCAD SHX Text C

AutoCAD SHX Text

DEMOLITION LEGEND

AutoCAD SHX Text

WATER METER TO BE REMOVED BY CITY OF LUBBOCK.

AutoCAD SHX Text M

AutoCAD SHX Text

IRRIGATION CONTROLLER TO BE REMOVED.

AutoCAD SHX Text C

AutoCAD SHX Text

BACKFLOW PREVENTER TO REMAIN.

AutoCAD SHX Text

MASTER VALVE TO REMAIN.

AutoCAD SHX Text

BACKFLOW PREVENTER TO BE REMOVED.

AutoCAD SHX Text

IRRIGATION MAIN LINE TO BE REMOVED.

AutoCAD SHX Text

IRRIGATION SERVICE LINE TO REMAIN.

AutoCAD SHX Text

IRRIGATION SERVICE LINE TO BE REMOVED.

AutoCAD SHX Text

LATERAL PIPING TO BE REMOVED.

AutoCAD SHX Text

LATERAL PIPING TO REMAIN.

AutoCAD SHX Text D-01

AutoCAD SHX Text REMOVE DRIP IRRIGATION RINGS AROUND EACH TREE. CUT AND CAP LATERAL PIPING DIRECTLY UPSTREAM OF DRIP ADAPTER FITTING.

AutoCAD SHX Text D-02

AutoCAD SHX Text CUT MAINLINE PIPING ON DOWNSTREAM SIDE OF MASTERVALVE. REMOVE MASTERVALVE & DOUBLE CHECK. TEMPORARILY CAP FOR RECONNECTION - SEE LI SHEETS.

AutoCAD SHX Text D-03

AutoCAD SHX Text WATER DEPARTMENT TO REMOVE METER & CAP SERVICE LINE. CONTRACTOR SHALL REMOVE METER BOX AND FILL VOID WITH CLEAN FILL.

AutoCAD SHX Text D-04

AutoCAD SHX Text D-05

AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING TURFGRASS. CONTRACTOR SHALL CUT AND CAP LATERAL USED FOR TURFGRASS IRRIGATION.

AutoCAD SHX Text D-06

AutoCAD SHX Text

CONTROLLER TO BE REPLACED IN EXISTING STRONGBOX PEDESTAL - REFERENCE LI SHEETS.

AutoCAD SHX Text D-07

AutoCAD SHX Text

DEMOLITION KEYED NOTES

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

SUBMITTAL

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

PLAND PROJECT NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

PROJECT NAME AND ADDRESS

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

SUBMITTAL

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

PLAND PROJECT NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

PROJECT NAME AND ADDRESS

AutoCAD SHX Text

REFERENCE MAP

AutoCAD SHX Text

NORTH

AutoCAD SHX Text A1

AutoCAD SHX Text

LD102

AutoCAD SHX Text

LD104

AutoCAD SHX Text

LD101

AutoCAD SHX Text

SCALE: 1"=20'-0"

AutoCAD SHX Text

905 AVENUE V

AutoCAD SHX Text A1

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

MATCHLINE LD104

AutoCAD SHX Text

MATCHLINE LD103

AutoCAD SHX Text

MATCHLINE LD104

AutoCAD SHX Text

MATCHLINE LD103

AutoCAD SHX Text

MATCHLINE LD103

AutoCAD SHX Text

MATCHLINE LD101

AutoCAD SHX Text

MATCHLINE LD103

AutoCAD SHX Text

MATCHLINE LD101

AutoCAD SHX Text

AVENUE V

10TH STREET

LD104

DEMOLITION

PLAN

NORTH OVERTON

TIF IRRIGATION

IMPROVEMENT PLAN

NORTH OVERTON

LUBBOCK, TX 79401

DECEMBER 23, 2025

FOR CONSTRUCTION

25032

BROADWAY ST

MAIN ST

10TH ST

9TH ST

GGB

7TH ST

MAC DAVIS LN

A V

E N

U E

A V

E N

U E

A V

E N

U E

A V

E N

U E

A V

E N

U E

A V

E N

U E

U N

R S

A V

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

REMOTE CONTROL VALVE ASSEMBLY TO REMAIN.

AutoCAD SHX Text

IRRIGATION MAIN LINE TO REMAIN.

AutoCAD SHX Text

IRRIGATION CONTROLLER TO BE REPLACED - REF. DETAIL A1/LI501.

AutoCAD SHX Text

WATER METER TO REMAIN.

AutoCAD SHX Text

MASTER VALVE TO BE REMOVED.

AutoCAD SHX Text

MAIN LINE AND LATERAL SLEEVE PIPING TO REMAIN.

AutoCAD SHX Text

24-VOLT IRRIGATION WIRE SLEEVE PIPING TO REMAIN.

AutoCAD SHX Text C

AutoCAD SHX Text

DEMOLITION LEGEND

AutoCAD SHX Text

WATER METER TO BE REMOVED BY CITY OF LUBBOCK.

AutoCAD SHX Text M

AutoCAD SHX Text

IRRIGATION CONTROLLER TO BE REMOVED.

AutoCAD SHX Text C

AutoCAD SHX Text

BACKFLOW PREVENTER TO REMAIN.

AutoCAD SHX Text

MASTER VALVE TO REMAIN.

AutoCAD SHX Text

BACKFLOW PREVENTER TO BE REMOVED.

AutoCAD SHX Text

IRRIGATION MAIN LINE TO BE REMOVED.

AutoCAD SHX Text

IRRIGATION SERVICE LINE TO REMAIN.

AutoCAD SHX Text

IRRIGATION SERVICE LINE TO BE REMOVED.

AutoCAD SHX Text

LATERAL PIPING TO BE REMOVED.

AutoCAD SHX Text

LATERAL PIPING TO REMAIN.

AutoCAD SHX Text D-01

AutoCAD SHX Text REMOVE DRIP IRRIGATION RINGS AROUND EACH TREE. CUT AND CAP LATERAL PIPING DIRECTLY UPSTREAM OF DRIP ADAPTER FITTING.

AutoCAD SHX Text D-02

AutoCAD SHX Text CUT MAINLINE PIPING ON DOWNSTREAM SIDE OF MASTERVALVE. REMOVE MASTERVALVE & DOUBLE CHECK. TEMPORARILY CAP FOR RECONNECTION - SEE LI SHEETS.

AutoCAD SHX Text D-03

AutoCAD SHX Text WATER DEPARTMENT TO REMOVE METER & CAP SERVICE LINE. CONTRACTOR SHALL REMOVE METER BOX AND FILL VOID WITH CLEAN FILL.

AutoCAD SHX Text D-04

AutoCAD SHX Text D-05

AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING TURFGRASS. CONTRACTOR SHALL CUT AND CAP LATERAL USED FOR TURFGRASS IRRIGATION.

AutoCAD SHX Text D-06

AutoCAD SHX Text

CONTROLLER TO BE REPLACED IN EXISTING STRONGBOX PEDESTAL - REFERENCE LI SHEETS.

AutoCAD SHX Text D-07

AutoCAD SHX Text

DEMOLITION KEYED NOTES

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

SUBMITTAL

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

PLAND PROJECT NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

PROJECT NAME AND ADDRESS

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

SUBMITTAL

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

PLAND PROJECT NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

PROJECT NAME AND ADDRESS

AutoCAD SHX Text

REFERENCE MAP

AutoCAD SHX Text

NORTH

AutoCAD SHX Text A1

AutoCAD SHX Text

LD102

AutoCAD SHX Text

LD103

AutoCAD SHX Text

LD101

AutoCAD SHX Text

SCALE: 1"=20'-0"

AutoCAD SHX Text

905 AVENUE V CONT.

AutoCAD SHX Text A1

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

MATCHLINE LD104

AutoCAD SHX Text

MATCHLINE LD103

AutoCAD SHX Text

MATCHLINE LD104

AutoCAD SHX Text

MATCHLINE LD103

AutoCAD SHX Text

MATCHLINE LD104

AutoCAD SHX Text

MATCHLINE LD102

AutoCAD SHX Text

MATCHLINE LD104

AutoCAD SHX Text

MATCHLINE LD102

AutoCAD SHX Text

AVENUE U

LD105

DEMOLITION

PLAN

NORTH OVERTON

TIF IRRIGATION

IMPROVEMENT PLAN

NORTH OVERTON

LUBBOCK, TX 79401

DECEMBER 23, 2025

FOR CONSTRUCTION

25032

BROADWAY ST

MAIN ST

10TH ST

9TH ST

GGB

7TH ST

MAC DAVIS LN

A V

E N

U E

A V

E N

U E

A V

E N

U E

A V

E N

U E

A V

E N

U E

A V

E N

U E

U N

R S

A V

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text

REMOTE CONTROL VALVE ASSEMBLY TO REMAIN.

AutoCAD SHX Text

IRRIGATION MAIN LINE TO REMAIN.

AutoCAD SHX Text

IRRIGATION CONTROLLER TO BE REPLACED - REF. DETAIL A1/LI501.

AutoCAD SHX Text

WATER METER TO REMAIN.

AutoCAD SHX Text

MASTER VALVE TO BE REMOVED.

AutoCAD SHX Text

MAIN LINE AND LATERAL SLEEVE PIPING TO REMAIN.

AutoCAD SHX Text

24-VOLT IRRIGATION WIRE SLEEVE PIPING TO REMAIN.

AutoCAD SHX Text C

AutoCAD SHX Text

DEMOLITION LEGEND

AutoCAD SHX Text

WATER METER TO BE REMOVED BY CITY OF LUBBOCK.

AutoCAD SHX Text M

AutoCAD SHX Text

IRRIGATION CONTROLLER TO BE REMOVED.

AutoCAD SHX Text C

AutoCAD SHX Text

BACKFLOW PREVENTER TO REMAIN.

AutoCAD SHX Text

MASTER VALVE TO REMAIN.

AutoCAD SHX Text

BACKFLOW PREVENTER TO BE REMOVED.

AutoCAD SHX Text

IRRIGATION MAIN LINE TO BE REMOVED.

AutoCAD SHX Text

IRRIGATION SERVICE LINE TO REMAIN.

AutoCAD SHX Text

IRRIGATION SERVICE LINE TO BE REMOVED.

AutoCAD SHX Text

LATERAL PIPING TO BE REMOVED.

AutoCAD SHX Text

LATERAL PIPING TO REMAIN.

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text D-01

AutoCAD SHX Text REMOVE DRIP IRRIGATION RINGS AROUND EACH TREE. CUT AND CAP LATERAL PIPING DIRECTLY UPSTREAM OF DRIP ADAPTER FITTING.

AutoCAD SHX Text D-02

AutoCAD SHX Text CUT MAINLINE PIPING ON DOWNSTREAM SIDE OF MASTERVALVE. REMOVE MASTERVALVE & DOUBLE CHECK. TEMPORARILY CAP FOR RECONNECTION - SEE LI SHEETS.

AutoCAD SHX Text D-03

AutoCAD SHX Text WATER DEPARTMENT TO REMOVE METER & CAP SERVICE LINE. CONTRACTOR SHALL REMOVE METER BOX AND FILL VOID WITH CLEAN FILL.

AutoCAD SHX Text D-04

AutoCAD SHX Text D-05

AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING TURFGRASS. CONTRACTOR SHALL CUT AND CAP LATERAL USED FOR TURFGRASS IRRIGATION.

AutoCAD SHX Text D-06

AutoCAD SHX Text

CONTROLLER TO BE REPLACED IN EXISTING STRONGBOX PEDESTAL - REFERENCE LI SHEETS.

AutoCAD SHX Text D-07

AutoCAD SHX Text

DEMOLITION KEYED NOTES

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

SUBMITTAL

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

PLAND PROJECT NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

PROJECT NAME AND ADDRESS

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

SUBMITTAL

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

PLAND PROJECT NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

PROJECT NAME AND ADDRESS

AutoCAD SHX Text

REFERENCE MAP

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SCALE: 1"=20'-0"

AutoCAD SHX Text

2013 10TH STREET

AutoCAD SHX Text C1

AutoCAD SHX Text

SCALE: 1"=20'-0"

AutoCAD SHX Text

2002 9TH STREET

AutoCAD SHX Text B1

AutoCAD SHX Text

SCALE: 1"=20'-0"

AutoCAD SHX Text

1922 9TH STREET

AutoCAD SHX Text A1

AutoCAD SHX Text

SCALE: 1"=20'-0"

AutoCAD SHX Text

1913 10TH STREET

AutoCAD SHX Text C2

AutoCAD SHX Text C1

AutoCAD SHX Text C2

AutoCAD SHX Text B1

AutoCAD SHX Text A1

AutoCAD SHX Text

10TH STREET

AutoCAD SHX Text

10TH STREET

AutoCAD SHX Text

9TH STREET

LD106

DEMOLITION

PLAN

NORTH OVERTON

TIF IRRIGATION

IMPROVEMENT PLAN

NORTH OVERTON

LUBBOCK, TX 79401

DECEMBER 23, 2025

FOR CONSTRUCTION

25032

BROADWAY ST

MAIN ST

10TH ST

9TH ST

GGB

7TH ST

MAC DAVIS LN

A V

E N

U E

A V

E N

U E

A V

E N

U E

A V

E N

U E

A V

E N

U E

A V

E N

U E

U N

R S

A V

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text

REMOTE CONTROL VALVE ASSEMBLY TO REMAIN.

AutoCAD SHX Text

IRRIGATION MAIN LINE TO REMAIN.

AutoCAD SHX Text

IRRIGATION CONTROLLER TO BE REPLACED - REF. DETAIL A1/LI501.

AutoCAD SHX Text

WATER METER TO REMAIN.

AutoCAD SHX Text

MASTER VALVE TO BE REMOVED.

AutoCAD SHX Text

MAIN LINE AND LATERAL SLEEVE PIPING TO REMAIN.

AutoCAD SHX Text

24-VOLT IRRIGATION WIRE SLEEVE PIPING TO REMAIN.

AutoCAD SHX Text C

AutoCAD SHX Text

DEMOLITION LEGEND

AutoCAD SHX Text

WATER METER TO BE REMOVED BY CITY OF LUBBOCK.

AutoCAD SHX Text M

AutoCAD SHX Text

IRRIGATION CONTROLLER TO BE REMOVED.

AutoCAD SHX Text C

AutoCAD SHX Text

BACKFLOW PREVENTER TO REMAIN.

AutoCAD SHX Text

MASTER VALVE TO REMAIN.

AutoCAD SHX Text

BACKFLOW PREVENTER TO BE REMOVED.

AutoCAD SHX Text

IRRIGATION MAIN LINE TO BE REMOVED.

AutoCAD SHX Text

IRRIGATION SERVICE LINE TO REMAIN.

AutoCAD SHX Text

IRRIGATION SERVICE LINE TO BE REMOVED.

AutoCAD SHX Text

LATERAL PIPING TO BE REMOVED.

AutoCAD SHX Text

LATERAL PIPING TO REMAIN.

AutoCAD SHX Text C

AutoCAD SHX Text D-01

AutoCAD SHX Text REMOVE DRIP IRRIGATION RINGS AROUND EACH TREE. CUT AND CAP LATERAL PIPING DIRECTLY UPSTREAM OF DRIP ADAPTER FITTING.

AutoCAD SHX Text D-02

AutoCAD SHX Text CUT MAINLINE PIPING ON DOWNSTREAM SIDE OF MASTERVALVE. REMOVE MASTERVALVE & DOUBLE CHECK. TEMPORARILY CAP FOR RECONNECTION - SEE LI SHEETS.

AutoCAD SHX Text D-03

AutoCAD SHX Text WATER DEPARTMENT TO REMOVE METER & CAP SERVICE LINE. CONTRACTOR SHALL REMOVE METER BOX AND FILL VOID WITH CLEAN FILL.

AutoCAD SHX Text D-04

AutoCAD SHX Text D-05

AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING TURFGRASS. CONTRACTOR SHALL CUT AND CAP LATERAL USED FOR TURFGRASS IRRIGATION.

AutoCAD SHX Text D-06

AutoCAD SHX Text

CONTROLLER TO BE REPLACED IN EXISTING STRONGBOX PEDESTAL - REFERENCE LI SHEETS.

AutoCAD SHX Text D-07

AutoCAD SHX Text

DEMOLITION KEYED NOTES

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

SUBMITTAL

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

PLAND PROJECT NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

PROJECT NAME AND ADDRESS

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

SUBMITTAL

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

PLAND PROJECT NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

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DATE

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SEAL

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PROJECT NAME AND ADDRESS

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REFERENCE MAP

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NORTH

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SCALE: 1"=20'-0"

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1913 GLENNA GOODACRE MEDIAN

AutoCAD SHX Text C1

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SCALE: 1"=20'-0"

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1812 GLENNA GOODACRE BLVD

AutoCAD SHX Text A1

AutoCAD SHX Text

AVENUE S

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GLENNA GOODACRE BLVD

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GLENNA GOODACRE BLVD

AVENUE R

LI101

IRRIGATION

PLAN

NORTH OVERTON

TIF IRRIGATION

IMPROVEMENT PLAN

NORTH OVERTON

LUBBOCK, TX 79401

DECEMBER 23, 2025

FOR CONSTRUCTION

25032

BROADWAY ST

MAIN ST

10TH ST

9TH ST

GGB

7TH ST

MAC DAVIS LN

A V

E N

U E

A V

E N

U E

A V

E N

U E

A V

E N

U E

A V

E N

U E

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A V

AutoCAD SHX Text C

AutoCAD SHX Text

REMOTE CONTROL VALVE ASSEMBLY TO REMAIN.

AutoCAD SHX Text

IRRIGATION MAIN LINE TO REMAIN.

AutoCAD SHX Text

IRRIGATION CONTROLLER TO BE REPLACED BY HUNTER ACC2 - REF. DETAIL A1/LI501.

AutoCAD SHX Text

WATER METER TO REMAIN.

AutoCAD SHX Text

MAIN LINE AND LATERAL SLEEVE PIPING TO REMAIN.

AutoCAD SHX Text 24-VOLT IRRIGATION WIRE SLEEVE PIPING, CLASS 200, SDR-21, BELL-END, SOLVENT WELD PVC, AutoCAD SHX Text C

AutoCAD SHX Text

IRRIGATION LEGEND

AutoCAD SHX Text M

AutoCAD SHX Text

BACKFLOW PREVENTER TO REMAIN.

AutoCAD SHX Text

MASTER VALVE TO REMAIN.

AutoCAD SHX Text IRRIGATION MAIN LINE, SCHEDULE 40, BELL END, SOLVENT WELD PVC, SIZE AS SHOWN ON PLAN. DEPTH OF BURY 28" FOR CONTINUOUS PRESSURE MAIN, 18" FOR NON-CONTINUOUS PRESSURE MAIN.

AutoCAD SHX Text

IRRIGATION SERVICE LINE TO REMAIN.

AutoCAD SHX Text

MAIN LINE SLEEVE PIPING, CLASS 200, SDR-21, BELL-END, SOLVENT WELD PVC.

AutoCAD SHX Text

24-VOLT IRRIGATION WIRE.

AutoCAD SHX Text I-01

AutoCAD SHX Text

REMOVE MAINLINE CAP AND ATTACH NEW MAINLINE - SEE LD SHEETS.

AutoCAD SHX Text I-02

AutoCAD SHX Text RUN NEW IRRIGATION WIRING FROM THE DISCONNECTED VALVES TO THE CONTROLLER AND MASTER VALVE.

AutoCAD SHX Text I-03

AutoCAD SHX Text WIRE AND PIPE SLEEVE TO BE INSTALLED PRIOR TO IRRIGATION RENOVATION. SLEEVE MUST BE SIZED TO FIT MAINLINE AND WIRING.

AutoCAD SHX Text I-04

AutoCAD SHX Text WIRE SLEEVE TO BE INSTALLED PRIOR TO IRRIGATION RENOVATION. SLEEVE MUST BE SIZED TO FIT WIRING.

AutoCAD SHX Text I-05

AutoCAD SHX Text NEW HUNTER ACC2 CONTROLLER TO BE INSTALLED INSIDE EXISTING STRONGBOX. CONTROLLER SHALL CONNECT TO EXISTING WIRING AND NEW WIRING FROM OTHER VALVES.

AutoCAD SHX Text I-06

AutoCAD SHX Text NEW HUNTER ACC2 CONTROLLER TO BE INSTALLED INSIDE EXISTING STRONGBOX. CONTROLLER SHALL CONNECT TO EXISTING WIRING.

AutoCAD SHX Text I-07

AutoCAD SHX Text NEW HUNTER ACC2 CONTROLLER TO BE INSTALLED IN EXISTING METAL BOX. CONTROLLER SHALL CONNECT TO EXISTING WIRING.

AutoCAD SHX Text I-08

AutoCAD SHX Text REPLACE EXISTING CONTROLLER MOUNT WITH RELOCATED STRONGBOX. NEW HUNTER ACC2 CONTROLLER TO BE INSTALLED INSIDE OF STRONGBOX. CONTROLLER SHALL CONNECT TO EXISTING WIRING.

AutoCAD SHX Text I-09

AutoCAD SHX Text INSTALL DRIP TUBING THROUGHOUT PLANTING BED. DISCONNECT CURRENT DRIP RINGS DURING INSTALLATION. COVER DRIP WITH EXISTING GRAVEL - REF. DETAIL A4/LI501.

AutoCAD SHX Text I-10

AutoCAD SHX Text REPLACE EXISTING TURFGRASS WITH DECOMPOSED GRANITE - SEE DETAIL A3/LI501. INSTALL ROOT WATERING CANS AS SHOWN ON PLAN. CONNECT LATERAL LINES TO EXISTING LATERAL PIPING.

AutoCAD SHX Text I-11

AutoCAD SHX Text INSTALL (2) ROOT WATERING BUBBLER ASSEMBLIES, EVENLY SPACED BETWEEN THE CURB/SIDEWALK AND TREES. CONNECT EXISTING BUBBLER IRRIGATION LATERAL PIPING TO ROOT WATERING BUBBLER ASSEMBLIES - REF. DETAIL A2/LI501.

AutoCAD SHX Text I-12

AutoCAD SHX Text INSTALL (2) ROOT WATERING BUBBLER ASSEMBLIES WITHIN TREE WELL - REF. DETAIL B3/LI501.

AutoCAD SHX Text

IRRIGATION KEYED NOTES

AutoCAD SHX Text

MODEL NO. GPMGPM

AutoCAD SHX Text

RWS-B-C-1402 .50 EA .50 EA

AutoCAD SHX Text ROOT WATERING BUBBLER ASSEMBLY, RAIN BIRD RWS ROOT WATERING TUBES, AS FOLLOWS. INSTALL PER DETAIL A2/LI501.

AutoCAD SHX Text

LATERAL PIPING, SCH. 40, BELL END, SOLVENT WELD PVC, SIZE AS SHOWN ON PLAN.

AutoCAD SHX Text

LATERAL PIPING TO REMAIN.

AutoCAD SHX Text

REFERENCE MAP

AutoCAD SHX Text

NORTH

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SCALE: 1"=20'-0"

AutoCAD SHX Text

2408 MAC DAVIS LANE

AutoCAD SHX Text A1

AutoCAD SHX Text

SCALE: 1"=20'-0"

AutoCAD SHX Text

601 UNIVERSITY AVENUE

AutoCAD SHX Text C2

AutoCAD SHX Text

SCALE: 1"=20'-0"

AutoCAD SHX Text

504 AVENUE X

AutoCAD SHX Text B2

AutoCAD SHX Text

SCALE: 1"=20'-0"

AutoCAD SHX Text

2324 MAC DAVIS LANE ROUNDABOUT

AutoCAD SHX Text A2

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CONSULTANTS

AutoCAD SHX Text

SUBMITTAL

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REVISIONS

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NO.

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DATE

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DESCRIPTION

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PLAND PROJECT NO

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DRAWN BY

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CHECKED BY

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SHEET TITLE

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SHEET NUMBER

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AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

PROJECT NAME AND ADDRESS

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

SUBMITTAL

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

PLAND PROJECT NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

PROJECT NAME AND ADDRESS

AutoCAD SHX Text A2

AutoCAD SHX Text C2

AutoCAD SHX Text A1

AutoCAD SHX Text B2

AutoCAD SHX Text

AVENUE X

AutoCAD SHX Text

MAC DAVIS LN

AutoCAD SHX Text

MAC DAVIS LN

AutoCAD SHX Text

MAC DAVIS LN

LI102

IRRIGATION

PLAN

NORTH OVERTON

TIF IRRIGATION

IMPROVEMENT PLAN

NORTH OVERTON

LUBBOCK, TX 79401

DECEMBER 23, 2025

FOR CONSTRUCTION

25032

BROADWAY ST

MAIN ST

10TH ST

9TH ST

GGB

7TH ST

MAC DAVIS LN

A V

E N

U E

A V

E N

U E

A V

E N

U E

A V

E N

U E

A V

E N

U E

A V

E N

U E

U N

R S

A V

AutoCAD SHX Text C

AutoCAD SHX Text

REMOTE CONTROL VALVE ASSEMBLY TO REMAIN.

AutoCAD SHX Text

IRRIGATION MAIN LINE TO REMAIN.

AutoCAD SHX Text

IRRIGATION CONTROLLER TO BE REPLACED BY HUNTER ACC2 - REF. DETAIL A1/LI501.

AutoCAD SHX Text

WATER METER TO REMAIN.

AutoCAD SHX Text

MAIN LINE AND LATERAL SLEEVE PIPING TO REMAIN.

AutoCAD SHX Text 24-VOLT IRRIGATION WIRE SLEEVE PIPING, CLASS 200, SDR-21, BELL-END, SOLVENT WELD PVC, AutoCAD SHX Text C

AutoCAD SHX Text

IRRIGATION LEGEND

AutoCAD SHX Text M

AutoCAD SHX Text

BACKFLOW PREVENTER TO REMAIN.

AutoCAD SHX Text

MASTER VALVE TO REMAIN.

AutoCAD SHX Text IRRIGATION MAIN LINE, SCHEDULE 40, BELL END, SOLVENT WELD PVC, SIZE AS SHOWN ON PLAN. DEPTH OF BURY 28" FOR CONTINUOUS PRESSURE MAIN, 18" FOR NON-CONTINUOUS PRESSURE MAIN.

AutoCAD SHX Text

IRRIGATION SERVICE LINE TO REMAIN.

AutoCAD SHX Text

MAIN LINE SLEEVE PIPING, CLASS 200, SDR-21, BELL-END, SOLVENT WELD PVC.

AutoCAD SHX Text

24-VOLT IRRIGATION WIRE.

AutoCAD SHX Text I-01

AutoCAD SHX Text

REMOVE MAINLINE CAP AND ATTACH NEW MAINLINE - SEE LD SHEETS.

AutoCAD SHX Text I-02

AutoCAD SHX Text RUN NEW IRRIGATION WIRING FROM THE DISCONNECTED VALVES TO THE CONTROLLER AND MASTER VALVE.

AutoCAD SHX Text I-03

AutoCAD SHX Text WIRE AND PIPE SLEEVE TO BE INSTALLED PRIOR TO IRRIGATION RENOVATION. SLEEVE MUST BE SIZED TO FIT MAINLINE AND WIRING.

AutoCAD SHX Text I-04

AutoCAD SHX Text WIRE SLEEVE TO BE INSTALLED PRIOR TO IRRIGATION RENOVATION. SLEEVE MUST BE SIZED TO FIT WIRING.

AutoCAD SHX Text I-05

AutoCAD SHX Text NEW HUNTER ACC2 CONTROLLER TO BE INSTALLED INSIDE EXISTING STRONGBOX. CONTROLLER SHALL CONNECT TO EXISTING WIRING AND NEW WIRING FROM OTHER VALVES.

AutoCAD SHX Text I-06

AutoCAD SHX Text NEW HUNTER ACC2 CONTROLLER TO BE INSTALLED INSIDE EXISTING STRONGBOX. CONTROLLER SHALL CONNECT TO EXISTING WIRING.

AutoCAD SHX Text I-07

AutoCAD SHX Text NEW HUNTER ACC2 CONTROLLER TO BE INSTALLED IN EXISTING METAL BOX. CONTROLLER SHALL CONNECT TO EXISTING WIRING.

AutoCAD SHX Text I-08

AutoCAD SHX Text REPLACE EXISTING CONTROLLER MOUNT WITH RELOCATED STRONGBOX.

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 Apr 7, 2026.