THIS DOCUMENT SERVES AS AN

INSTRUMENT OF SERVICE AND IS

COPYRIGHT PROTECTED AND THE

PROPERTY OF TARKETT SPORTS. THIS

DOCUMENT CANNOT BE LAWFULLY USED

IN WHOLE OR IN PART FOR ANY PURPOSE

EXCEPT AS SET FORTH IN THE

CONTRACTUAL AGREEMENT BETWEEN

TARKETT SPORTS AND THE CLIENT.

THESE DOCUMENTS DESCRIBE DESIGN

INTENT OF THE PROPOSED WORK AND

ARE NOT A REPRESENTATION OF

AS-BUILT OR EXISTING CONDITIONS.

TARKETT SPORTS IS NOT RESPONSIBLE

FOR ANY DISCREPANCIES BETWEEN THE

PROJECT DOCUMENTS AND THE EXISTING

CONDITIONS.

JOB NUMBER: 88-0000000

DATE PUBLISHED: 02/02/2026

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COVER

SHEET

L0.0

SHEET INDEX

GENERAL SHEETS

L0.0 COVER SHEET

L0.1 GENERAL NOTES SHEET

L0.2 OVERALL SITE PLAN

CIVIL SHEETS

C0.01 GENERAL NOTES (1 OF 2)

C0.02 GENERAL NOTES (2 OF 2)

C0.03 EXISTING CONDITIONS AND DEMOLITION PLAN

C1.00 OVERALL DIMENSIONAL CONTROL PLAN

C1.01 ENLARGED DIMENSIONAL CONTROL PLAN 1

C1.02 ENLARGED DIMENSIONAL CONTROL PLAN 2

C1.03 CONTROL POINT TABLES

C2.00 UTILITY LAYOUT

C3.00 OVERALL DRAINAGE LAYOUT

C3.01 DRAINAGE PROFILES

C3.02 DRAINAGE AREA MAP

C3.03 HYDRAULIC CALCULATIONS

C4.00 GRADING PLAN

C4.01 ENLARGED GRADING PLAN 1

C4.02 ENLARGED GRADING PLAN 2

C5.00 SUGGESTED EROSION CONTROL PLAN

C6.00 PAVING DETAILS

C6.01 PAVING DETAILS

C6.02 PAVING DETAILS

C6.03 PAVING DETAILS

C7.00 UTILITY DETAILS

C7.01 UTILITY DETAILS

C7.02 UTILITY DETAILS

C7.03 UTILITY DETAILS

C8.00 DRAINAGE DETAILS

C8.01 DRAINAGE DETAILS

C9.00 SWPPP DETAILS

C9.01 TRAFFIC CONTROL PLAN DETAILS

ELECTRICAL SHEETS

E0.01 ELECTRICAL GENERAL NOTES

E1.00 ELECTRICAL SITE PLAN

C2.00 ELECTRICAL ONE-LINE AND SCHEDULES

C3.00 ELECTRICAL SCHEDULES

C4.00 ELECTRICAL DETAILS

LANDSCAPE AND IRRIGATION SHEETS

L1.1 TREE MITIGATION PLAN

L1.2 TREE MITIGATION PLAN

L1.3 LANDSCAPE PLAN

L1.4 LANDSCAPE PLAN

L1.5 LANDSCAPE SPECS AND DETAILS

L2.1 IRRIGATION PLAN

L2.2 IRRIGATION PLAN

L2.3 IRRIGATION SPECS AND DETAILS

L2.4 IRRIGATION SPECS AND DETAILS

ATHLETIC FIELD SHEETS

SF1.1 MATERIALS PLAN

SF1.2 MATERIALS PLAN

SF2.1 FIELD GRADING AND DRAINAGE PLAN

SF2.2 FIELD GRADING AND DRAINAGE PLAN

SF3.1 SITE DETAILS

SF3.2 SITE DETAILS

CITY PERSONNEL

MAYOR

LORI BLONG

COUNCIL MEMBERS

DISTRICT 1 - BRIAN STUBBS

DISTRICT 2 - JOHN NORMAN

DISTRICT 3 - JACK LADD

DISTRICT 4 - AMY STRETCHER BURKES

AT LARGE - JOHN BURKHOLDER

AT LARGE - ROBIN POOLE

CITY MANAGER

TOMMY GONZALEZ

DEPUTY CITY MANAGER

MORRIS WILLIAMS, JR

DEPUTY CITY MANAGER

JOSE ORTIZ

PLANNING AND DEVELOPMENT OFFICER

ELIZABETH TRIGGS

PARKS AND RECREATION DIRECTOR

LAURIE WILLIAMS

CITY OF MIDLAND

SCHAR%A8ER SPORTS COMPLEX

A8XILIARY FIELDS 5 6

5514 CKDPSLRQV DULYH

MLGODQG, TH[DV 79706

%ID SET

MARCH 13WK, 2026

PROJECT

LOCATION

CONTRACTOR:

DATE CONSTRUCTION BEGAN:

WORK:

DATE WORK WAS COMPLETED:

DATE WORK WAS ACCEPTED:

FINAL CONTRACT COST:

VICINITY MAP

COPYRIGHT PROTECTED AND THE

PROPERTY OF TARKETT SPORTS. THIS

DOCUMENT CANNOT BE LAWFULLY USED

IN WHOLE OR IN PART FOR ANY PURPOSE

EXCEPT AS SET FORTH IN THE

CONTRACTUAL AGREEMENT BETWEEN

TARKETT SPORTS AND THE CLIENT.

THESE DOCUMENTS DESCRIBE DESIGN

INTENT OF THE PROPOSED WORK AND

ARE NOT A REPRESENTATION OF

AS-BUILT OR EXISTING CONDITIONS.

TARKETT SPORTS IS NOT RESPONSIBLE

FOR ANY DISCREPANCIES BETWEEN THE

PROJECT DOCUMENTS AND THE EXISTING

CONDITIONS.

JOB NUMBER: 88-0000000

DATE PUBLISHED: 02/02/2026

DRAWN/CHECKED BY:

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GENERAL

NOTES

L0.1

GENERAL NOTES

1. THE CONTRACTOR SHALL MAINTAIN SITE ACCESS AND SURROUNDING RAODS IN

GOOD CONDITION WITH PERIODIC SWEEPING AND CLEANING AND GENERAL

MAINTEANCE OF THE CONSTRUCTION ENTRANCE. ANY DAMAGE TO PROTECTED

INFRASTRUCTURE WILL BE RESTORED TO CONDITION PRIOR TO CONSTRUCTION

ACTIVITIES.

2. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE

OWNER. ALL DELIVERIES AND STORAGE AREAS WILL NEED TO ACCOMODATE THE

CITY'S NEEDS AS THEY RELATE TO THE USE OF THE SURROUNDING FACILITIES.

3. THE CONTRACTOR SHALL COORDINATE ANY STAGING AREAS WITH THE OWNER

PRIOR TO MOBILIZATION. THE CONTRACTOR IS REQUIRED TO PROVIDE A 6' TALL CHAIN

LINK FENCE AND LOCKING GATES TO SECURE ANY STAGING OR STORAGE AREAS.THE

CONTRACTOR IS RESPONSIBLE FOR ANY EROSION CONTROL MEASURE THAT MAY BE

NECESSARY TO PREVENT EROSION FROM THE STAGING AREA.

4. UPON COMPLETION OF THE CONSTRUCTION, THE COMPONENTS OF THE STAGING

AREA SHALL BE REMOVED AND THE AREA RESTORED TO ITS PREVIOUS CONDITION IF

LOCATED OUTSIDE THE LIMIT OF WORK.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SURVEYING REQUIRED FOR

THE LAYOUT OF THEIR WORK.

6. THE CONTRACTOR SHALL VERIFY ALL PROPERTY LINES, SETBACK LIMITS, AND

EASEMENT LOCATIONS PRIOR TO STARTING CONSTRUCTION.

7. A SURVEY HAS BEEN PROVIDED AS PART OF THE CONSTRUCTION DRAWINGS.

THE CONTRACTOR AND THEIR SUB-CONTRACTORS ARE COMPLETELY RESPONSIBLE

FOR VERIFYING THE ACCURACY OF THE SURVEY AND DIMENSIONAL CONTROL PLANS.

ANY DISCRPENCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER AND

DESIGN TEAM IMMEDIATELY. DIMENSIONAL CONTROL PLANS HAVE BEEN PROVIDED AS

DESIGN INTENT. ALL ITEMS SHOULD BE LAID OUT AND REVIEWED BY THE OWNER OR

DESIGN TEAM PRIOR TO CONSTRUCTION ACTIVITIES.

8. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS.

9. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL TRAFFIC SIGNS

AND MARKINGS WITH THEIR SUB-CONTRACTORS AND CITY PERSONNEL TO ENSURE

CITY STANDARDS ARE MET.

10. ALL CONCRETE PAVEMENT SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.9%

PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL. CONCRETE PAVEMENT

SHALL HAVE A MAXIMUM OF 4.9% SLOPE IN THE DIRECTION OF PEDESTRIAN TRAVEL.

ALL PATHS OF TRAVEL TO MEET ADA REQUIREMENTS.

11. ALL CURVES SHALL BE CONTINUOUS AND HAVE A SMOOTH RADIUS.

12. ALL LANDSCAPE AREAS SHOULD BE GRADED SMOOTH

TREE PROTECTION NOTES

1. A ROOT PROTECTION ZONE (RPZ) WILL BE ESTABLISHED AROUND EACH TREE TO

BE PRESERVED. THE ROOT PROTECTION ZONE SHALL BE AN AREA DEFINED BY THE

RADIUS EXTENDING OUTWARD FROM THE TRUNK OF THE TREE A DISTANCE OF ONE (1)

LINEAR FOOT FOR EACH INCH DIAMETER INCH OF THE TREE. (I.E. A 10" TREE WILL HAVE

A 10' RADIUS ROOT PROTECTION ZONE.)

2. A 6' CHAINLINK FENCE DELINEATING THE RPZ SHALL BE ERECTED AND

MAINTAINED UNTIL CONSTRUCTION IS COMPLETED.

3. WHERE CONSTRUCTION OCCURS WITHIN THE RPZ THE TREE PROTECTION

FENCING IS TO BE SET 4' FROM THE NEW CONSTRUCTION.

4. TREE TRUNK PROTECTION IS REQUIRED FOR ALL TREE TRUNKS IN AREAS WHERE

CONSTRUCTION OCCURS WITHIN THE ROOT PROTECTION ZONE.

5. ALL ROOTS LARGER THAN ONE-INCH DIAMETER ARE TO BE CUT CLEANLY AND

OAK WOUNDS PAINTED WITH APPROVED TREE PAINT WITHIN 30 MINUTES.

6. NO EQUIPMENT, VEHICLES OR MATERIALS SHALL BE OPERATED OR STORED

WITHIN THEROOT PROTECTION ZONE.

7. NO CLEAN-OUT AREAS WILL BE CONSTRUCTED SO THAT MATERIAL WILL BE IN OR

MIGRATE TO THE ROOT PROTECTION ZONE.

8. NO GRADE CHANGES MORE THAN 3" IS ALLOWED WITHIN THE ROOT PROTECTION

ZONE.

9. RPZ SHALL BE SUSTAINED IN A NATURAL STATE AND SHALL BE FREE FROM

VEHICULAR OR MECHANICAL TRAFFIC.

10. ROOTS OR BRANCHES IN CONFLICT WITH CONSTRUCTION SHALL BE CUT

CLEANLY ACCORDING TO PROPER PRUNING METHODS. ALL OAK WOUNDS SHALL BE

PAINTED WITHIN 30 MINUTES TO PREVENT OAK WILT INFECTION.

11. THE RPZ SHALL REMAIN PERVIOUS, I.E. GROUNDCOVER OR TURF AT COMPLETION

OF LANDSCAPE INSTALLATION.

12. COMPLY WITH ALL CITY OF MIDLAND TREE PROTECTION DETAILS AND CODE

REQUIREMENTS.

13. NO WORK SHALL BEGIN IN AREAS WHERE TREE PRESERVATION AND

TREATMENTMEASURES HAVE NOT BEEN COMPLETED AND APPROVED.

14. TREES WHICH ARE DAMAGED OR LOST DUE TO THE CONTRACTOR'S NEGLIGENCE

DURING CONSTRUCTION SHALL BE MITIGATED PER CITY OF MIDLAND LANDSCAPE

CODE.

15. TREES MUST BE MAINTAINED IN GOOD HEALTH THROUGHOUT THE

CONSTRUCTION PROCESS. MAINTENANCE MAY INCLUDE BUT IS NOT LIMITED TO:

WATERING THE ROOT PROTECTION ZONE, WASHING FOLIAGE, FERTILIZATION,

PRUNING, ADDITIONAL MULCH APPLICATIONS AND OTHER MAINTENANCE AS NEEDED

ON THE PROJECT.

OWNER FURNISHED OWNER INSTALLED

(OFOI) NOTES

1. OWNER FURNISHED OWNER INSTALLED (OFOI): THE CITY WILL SEPARATELY

PURCHASE SCOREBOARDS, MUSCO SPORTS LIGHTING, SHADE STRUCTURES,

BLEACHERS, AND THE CORWORTH RESTROOM AND CONCESSIONS BUILDING.

THE CONTRACTOR SHALL COORDINATE THE DELIVERY AND INSTALLATION OF

THESE PRODUCTS AND MATERIALS WITH THE OWNER.

2. MUSCO SPORTS LIGHTING: CONTRACTOR IS RESPONSIBLE FOR ALL CONDUITS

AND PATHWAYS AS SHOWN ON THE ELECTRICAL DRAWINGS. MUSCO WILL

INSTALL THEIR REQUIRED EQUIPMENT AND PULL ALL WIRING.

3. CORWORTH PREFABRICATED BUILDING: CONTRACTOR IS RESPONSIBLE FOR THE

CONSTRUCTION OF THE BUILDING PAD AND INSTALLATION OF REQUIRED

UTILITIES TO WITHIN 5 FEET OF BUILDING LOCATION AS SHOWN ON CIVIL AND

ELECTRICAL DRAWINGS.

4. SHADE STRUCTURES: CONTRACTOR TO COORDINATE WORK WITH THE CITY'S

CONTRACTOR. ALL STRUCTURE FOOTINGS SHALL BE COORDINATED AND

INSTALLED BELOW CONCRETE PAVING. NO PART OF THE SHADE STRUCTURE

FOOTING SHALL BE VISIBLE AFTER CONCRETE PAVING HAS BEEN INSTALLED.

5. SCOREBOARDS: CONTRACTOR IS RESPONSIBLE FOR ALL CONDUIT AND

PATHWAYS AS SHOWN ON THE ELECTRICAL DRAWINGS.

6. BLEACHER SEATING: THE CITY WILL COORDINATE DELIVERY AND ERECTION OF

THE BLEACHER SEATING SYSTEMS. CONTRACTOR TO COORDINATE WITH CITY

AND MAKE CONCRETE PAVING READY FOR DELIVERY AND INSTALLATION.

7. SYNTHETIC TURF: THE CITY WILL PURCHASE THE SYNTHETIC TURF AND

ASSOCIATED CIVIL CONSTRUCTION THROUGH A COOPERATIVE AGREEMENT. THIS

SCOPE OF WORK WILL INCLUDE THE TURF CARPET AND INFILL, STONE DRAINAGE

LAYER, PERFORATED AND SOLID HDPE PIPING AS SHOWN IN DOCUMENTS (SF2.1

AND SF2.2), NAILER BOARD, AND FABRIC. GENERAL CONTRACTOR TO

COORDINATE THIS WORK WITH THE TURF VENDOR AND THE CITY. GENERAL

CONTRACTOR SHALL PERFORM ALL SITE GRADING OPERATIONS INCLUDING

AREAS TO RECEIVE SYNTHETIC TURF. TURF VENDOR WILL ONLY BE

RESPONSIBLE FOR A MINIMAL LEVEL OF FINE GRADING AT TURF AREA. GENERAL

CONTRACTOR IS ALSO RESPONSIBLE FOR ALL PERIMETER CURBS AT SYNTHETIC

TURF AREAS. GENERAL CONTRACTOR RESPONSIBLE FOR ALL STORM DRAIN

UTILITIES AND STRUCTURES AS SHOWN ON THE CIVIL PLANS.

40' ENERGAS PIPELINE EASEMENT - V

OL. 42, PG. 289

10' ONCOR ELECTRIC EASEMENT - IN

ST #2013-2004

20' EASEMENT FOR 30" RCCP FROM

MCMILLEN FIELD (VOL. 18, PG. 36)

30' WATER EASEMENT

PLAT CAB G, PG. 71

LOT 4

LOT 3A

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24"x2 4"

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CLEAR TO PANEL

SLOPE

0.50%

SLOPE

0.50%

SLOPE

0.50%

SLOPE

0.50%

THIS DOCUMENT SERVES AS AN

INSTRUMENT OF SERVICE AND IS

COPYRIGHT PROTECTED AND THE

PROPERTY OF TARKETT SPORTS. THIS

DOCUMENT CANNOT BE LAWFULLY USED

IN WHOLE OR IN PART FOR ANY PURPOSE

EXCEPT AS SET FORTH IN THE

CONTRACTUAL AGREEMENT BETWEEN

TARKETT SPORTS AND THE CLIENT.

THESE DOCUMENTS DESCRIBE DESIGN

INTENT OF THE PROPOSED WORK AND

ARE NOT A REPRESENTATION OF

AS-BUILT OR EXISTING CONDITIONS.

TARKETT SPORTS IS NOT RESPONSIBLE

FOR ANY DISCREPANCIES BETWEEN THE

PROJECT DOCUMENTS AND THE EXISTING

CONDITIONS.

JOB NUMBER: 88-0000000

DATE PUBLISHED: 02/02/2026

DRAWN/CHECKED BY:

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OVERALL

SITE PLAN

L0.2

OVERALL SITE PLAN

CHAMPIONS DRIVE

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EXISTING AUXILIARY FIELDS

EXISTING PARKING LOT

LIMIT OF WORK

LIMIT OF WORK

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SCALE: 1"=40'

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COPYRIGHT PROTECTED AND THE

PROPERTY OF TARKETT SPORTS. THIS

DOCUMENT CANNOT BE LAWFULLY USED

IN WHOLE OR IN PART FOR ANY PURPOSE

EXCEPT AS SET FORTH IN THE

CONTRACTUAL AGREEMENT BETWEEN

TARKETT SPORTS AND THE CLIENT.

THESE DOCUMENTS DESCRIBE DESIGN

INTENT OF THE PROPOSED WORK AND

ARE NOT A REPRESENTATION OF

AS-BUILT OR EXISTING CONDITIONS.

TARKETT SPORTS IS NOT RESPONSIBLE

FOR ANY DISCREPANCIES BETWEEN THE

PROJECT DOCUMENTS AND THE EXISTING

CONDITIONS.

JOB NUMBER: 56685.001

DATE PUBLISHED: 2/2/26

DRAWN/CHECKED BY: MS/MAG

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Know what's below.

before you dig.Call

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BM #1

SET 1/2" IRON ROD W/ CAP

ELEVATION: 2889.06 (NAVD88)

N:10691928.8100

E:1732497.7870 (NAD83)

BM #2

SET 1/2" IRON ROD W/ CAP

ELEVATION: 2890.73 (NAVD88)

N:10691545.7100

E:1733138.4790 (NAD 83)

!! CAUTION !!

EXISTING OVERHEAD

ELECTRIC LINES

!! CAUTION !!

EXISTING

UNDERGROUND

ELEC & COMM. LINES

CALL TEXAS 811

BEFORE YOU DIG

GENERAL NOTES

(1 OF 2)

C0.01

GENERAL CONSTRUCTION NOTES:

1. ALL MATERIALS, WORKMANSHIP AND IMPROVEMENTS TO BE IN ACCORDANCE WITH CITY OF MIDLAND CODES, INCLUDING FEDERAL REGULATIONS, THE CURRENT CITY OF MIDLAND STANDARD CONSTRUCTION DETAILS AND

TECHNICAL SPECIFICATIONS.

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE FAMILIAR WITH THE PLANS, THE CITY STANDARDS FOR

CONSTRUCTION, AND ANY OTHER APPLICABLE STANDARD RELEVANT TO THE WORK SPECIFIED.

3. THE CONTRACTOR SHALL VERIFY ALL HORIZONTAL AND VERTICAL DIMENSIONS AND THE LOCATION OF EXISTING AND PROPOSED PROJECT ELEMENTS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE

ENGINEER. WRITTEN DIMENSIONS RULE OVER SCALED DIMENSIONS. NOTIFY ENGINEER OF ANY

DISCREPANCIES. NO CONSTRUCTION ACTIVITY SHALL CONTINUE WITHOUT APPROVAL FROM THE CITY OF

MIDLAND ENGINEERING DEPARTMENT.

4. CONTRACTOR IS RESPONSIBLE FOR ALL QUANTITIES PER DRAWINGS AND SPECIFICATIONS, ANY QUANTITIES PROVIDED BY THE ENGINEER ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTORS ARE TO BID AND VERIFY

THEIR OWN QUANTITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES

5. THE CONTRACTOR SHALL NOTIFY THE CITY OF MIDLAND 48-HOURS PRIOR TO COMMENCING ANY

CONSTRUCTION ACTIVITY.

6. CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND/OR SAFETY OF THE WORK SITE, WORKERS, SUBCONTRACTORS, MATERIALS AND/OR EQUIPMENT.

7. ANY DAMAGE TO EXISTING PAVEMENT, DRAINAGE OR EXISTING STRUCTURES SHALL BE REPAIRED TO PRE-CONSTRUCTION CONDITION AT CONTRACTOR'S EXPENSE. ANY DAMAGES TO FENCES, WALKS, OR PRIVATE

PROPERTY SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE.

8. "THESE PLANS, PREPARED BY HALFF DO NOT EXTEND TO OR INCLUDE DESIGN OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF HALFF REGISTERED PROFESSIONAL ENGINEER (S) HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS, INCLUDING THE PLANS AND SPECIFICATIONS REQUIRED BY THE HOUSE BILLS 662 AND 665 ENACTED BY THE

TEXAS LEGISLATURE IN THE 70TH LEGISLATURE REGULAR SESSION."

9. CONTRACTOR SHALL GIVE NOTICE TO ALL AUTHORIZED INSPECTORS, OR PERSONS IN CHARGE OF PRIVATE AND PUBLIC UTILITIES AFFECTED BY HIS OPERATIONS 72 HOURS PRIOR TO COMMENCEMENT OF WORK. NOTIFY TEXAS ONE CALL & ANY AFFECTED UTILITY COMPANIES FOR UTILITY LOCATIONS PRIOR TO ANY & ALL

EXCAVATIONS.

10. PRIOR TO COMMENCING ANY EXCAVATION, THE CONTRACTOR SHALL PROVIDE A TRENCH SAFETY PLAN. ALL PLANS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS.

THE PLAN SHALL BE SUBMITTED TO THE CITY OF MIDLAND FOR APPROVAL.

11. A TRENCH PROTECTION PLAN IS REQUIRED FOR ALL EXCAVATIONS. TRENCHES 5 FEET DEEP OR GREATER REQUIRE A PROTECTIVE SYSTEM. TRENCHES 20 FEET OR GREATER REQUIRE THAT THE PROTECTIVE SYSTEM BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. THE CONTRACTOR SHALL PROVIDE TRENCH SAFETY EQUIPMENT FOR ALL EXCAVATIONS IN ACCORDANCE WITH OSHA REGULATIONS. NO CONFINED ENTRIES WILL BE PERMITTED WITHOUT PROPER EXPERIENCED PERSONAL, EQUIPMENT AND NOTIFICATION TO FIRE DEPARTMENT

BEING IN PLACE FIRST.

12. IN THE EVENT CONDITIONS ENCOUNTERED IN THE FIELD REQUIRE A TRENCH SAFETY SYSTEMS OUTSIDE OF THE EXTENTS SUGGESTED IN THE TRENCH PROTECTION SHOWN ON THE CONSTRUCTION PLANS, ALL EXCAVATION SHALL CEASE AND THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY OF MIDLAND. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A REVISED TRENCH SAFETY PLAN. NO EXCAVATION SHALL RESUME

UNTIL THE REVISED TRENCH SAFETY PLAN HAS BEEN APPROVED.

13. THE CONTRACTOR SHALL ENSURE APPROVED TRENCH SAFETY PLANS ARE IMPLEMENTED. FAILURE TO ADHERE TO THE TRENCH SAFETY PLAN WILL RESULT IN A STOP WORK ORDER. NON-COMPLIANCE INCIDENTS MAY BE

REPORTED TO OSHA.

14. TRENCHES OR EXCAVATIONS MAY NOT BE LEFT OPEN OVERNIGHT UNLESS AUTHORIZED IN WRITING BY CITY OF MIDLAND. IN CASES WHERE TRENCHES ARE LEFT OPEN, THE CONTRACTOR MUST PROVIDE TRAFFIC-RATED, ANCHORED STEEL PLATE COVERS APPROVED BY CITY OF MIDLAND.

15. CONTRACTOR TO COORDINATE WITH THE CITY OF MIDLAND ON WORK SCHEDULES, TESTING, GENERAL

INSPECTION, AND EXISTING LINES.

16. CONTRACTOR TO EXPOSE ANY EXISTING FACILITY THAT MAY BE IN CONFLICT PRIOR TO COMMENCING

CONSTRUCTION AND EXCAVATION.

17. CONTRACTOR TO EXERCISE CAUTION WHEN WORKING NEAR EXISTING FACILITIES AND/OR UTILITIES. ALL DAMAGE TO BE REPAIRED AT CONTRACTORS EXPENSE. ALL COSTS FOR INTERRUPTION OF GAS, ELECTRICAL, COMMUNICATIONS AND/OR WATER SERVICE DUE TO CONTRACTOR'S WORK SHALL BE BORNE BY THE

CONTRACTOR.

18. ALL SPOIL MATERIAL AND DEBRIS SHALL BE DISPOSED OFF SITE BY CONTRACTOR IN A LEGAL MANNER.

FURNISHING AND TRANSPORTATION OF ALL OFF SITE MATERIAL TO BE AT CONTRACTOR'S EXPENSE.

19. UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL RETURN THE SITE TO ORIGINAL CONTOURS UNLESS DIFFERENT FINISHED ELEVATIONS ARE SHOWN ON PLANS. CONTRACTOR TO INSURE NO AREAS OF

PONDING ARE PRESENT.

20. CONCRETE NOTES:

20.1. ALL CONCRETE WORK TO BE FORMED, UNLESS OTHERWISE APPROVED.

20.2. ALL CONCRETE TO BE 3000-PSI MINIMUM AT 28 DAYS, UNLESS OTHERWISE SHOWN. STRENGTH TO BE

DETERMINED BY CYLINDER BREAK TEST.

20.3. ALL REINFORCING STEEL TO BE ASTM A-615, GRADE 60, UNLESS OTHERWISE SHOWN.

20.4. ALL EXPOSED CONCRETE WORK TO BE CHAMFERED.

21. CONTRACTOR SHALL AT ALL TIMES ALLOW ACCESS TO EXISTING DRIVEWAYS OR PROVIDE/MAINTAIN AN ALTERNATIVE, ALL-WEATHER ROUTE FOR ALL RESIDENCES AND BUSINESSES ADJACENT TO THE CONSTRUCTION

SITE.

22. DEMOLITION, REMOVAL, & DISPOSAL OF ALL EXCESS CONCRETE, CURBS, RUBBLE ETC. TO BE DONE IN A LEGAL

MANNER AT CONTRACTOR'S EXPENSE.

23. THE CONTRACTOR SHALL PROVIDE A SAFE WORK SITE AND LEAVE NO OPEN EXCAVATIONS OVERNIGHT.

24. ALL STRUCTURES SHALL BE ADJUSTED BY THE CONTRACTOR TO MEET FINAL GRADES. A MAXIMUM OF 5 GRADE

RINGS WILL BE ALLOWED.

25. WORK TO OCCUR DURING REGULAR WORKING HOURS. MONDAY THROUGH FRIDAY, UNLESS APPROVED BY

OWNER.

26. CONSTRUCTION STAKING SHALL BE PROVIDED BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. CONTROL

POINTS ARE LOCATED AS SHOWN ON PLANS.

27. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NEEDED FOR CONSTRUCTION AT HIS

EXPENSE.

28. MATERIALS TESTING SHALL BE PAID FOR BY THE CONTRACTOR, BUT COORDINATED THROUGH THE CITY OF

MIDLAND. CONTRACTOR IS RESPONSIBLE FOR COST OF ALL RETESTS.

29. MAILBOXES, DRIVEWAYS, SIGNS, ETC. LOCATED WITHIN THE CONSTRUCTION LIMITS MAY NEED TO BE TEMPORARILY REMOVED AND REPLACED BY CONTRACTOR, AT CONTRACTORS' EXPENSE. UPON COMPLETION OF CONSTRUCTION IN IMMEDIATE AREA. ALL REPAIRS AND/OR REPLACEMENTS SHALL BE CONSTRUCTED OF

LIKE MATERIAL TO PRE-CONSTRUCTION CONDITIONS, OR BETTER.

30. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETED SITE WORK. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES AND MEANS NECESSARY TO PROTECT PERSONS AND STRUCTURES DURING CONSTRUCTION. OBSERVATION BY THE ENGINEER OR THE

CLIENT DOES NOT INCLUDE REVIEW OF THESE MEASURES.

31. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL CONSTRUCTION MATERIALS TESTING AND GENERAL

INSPECTIONS. THE CONTRACTOR SHALL COORDINATE THROUGH THE OWNER DESIGNATED FIELD

REPRESENTATIVE A MINIMUM OF 24-HOURS PRIOR TO TESTING OR INSPECTION. FAILURE TO BE PREPARED FOR TESTING MAY RESULT IN TRAVEL CHARGES. RE-TESTING WILL BE BORNE BY THE CONTRACTOR.

32. WORK REQUIRED TO BE INSPECTED BY THE OWNER SHALL OCCUR DURING REGULAR WORKING HOURS, MONDAY THROUGH FRIDAY. NO WORK TO OCCUR DURING CITY HOLIDAYS, NON-WORKING HOURS ON MONDAY THROUGH FRIDAY, AND WEEKENDS UNLESS APPROVED BY THE OWNER. INSPECTION OVERTIME COSTS TO BE

BORNE BY CONTRACTOR.

33. THE CONTRACTOR SHALL INSPECT ALL MATERIALS AT DELIVERY AND NOTIFY THE OWNER OF ANY DAMAGED OR QUESTIONABLE MATERIALS. ANY DAMAGED OR QUESTIONABLE MATERIAL INSTALLED WITHOUT PRIOR

INSPECTION BY THE OWNER SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE.

34. THE CONTRACTOR IS ENCOURAGED TO INSPECT AND DOCUMENT THE PRE-CONSTRUCTION CONDITION OF ALL PRIVATE DRIVEWAYS, MAILBOXES, PAVEMENT AREAS, SIDEWALKS, CURB AND GUTTER THAT IS TO BE AFFECTED

BY PROPOSED CONSTRUCTION PRIOR TO COMMENCING.

35. ALL WORK SHALL BE PERFORMED WITHIN THE CITY OF MIDLAND RIGHT-OF-WAY, EASEMENTS OR ON OWNED PROPERTY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION TO USE PRIVATE PROPERTY, IF NECESSARY, FOR THE PURPOSES OF STAGING, STOCKPILE STORAGE OR REFUSE AREAS. THE

CONTRACTOR SHALL PROVIDE WRITTEN EVIDENCE TO THE OWNER PRIOR TO USE.

36. WITHIN AND BEYOND CONSTRUCTION LIMITS, ALL WORK AND MATERIAL STORAGE AREAS SHOULD BE KEPT FREE

OF DEBRIS UNLESS DEPOSITED IN APPROPRIATE WASTE STORAGE.

37. THE CONTRACTOR SHALL DO ALL NECESSARY CLEARING, EXCAVATION, TRENCHING, SHORING, DE-WATERING, DEMOLITION, GRADING, BACKFILLING, ETC. TO COMPLETE THE PROJECT. ASSOCIATED COSTS SHALL BE SUBSIDIARY TO THE RESPECTIVE BID ITEMS AS IDENTIFIED IN THE CONTRACT UNLESS NOTED OTHERWISE.

38. THE CONTRACTOR SHALL PROVIDE A GROUNDWATER CONTROL PLAN FOR EACH ROADWAY FOR APPROVAL PRIOR TO CONSTRUCTION. THE PLAN SHALL BE DEVELOPED, SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS AND OUTLINE THE CONTRACTOR'S MEANS AND METHODS FOR CONTROLLING GROUNDWATER INCLUDING THE LOCATION OF ALL PROPOSED GROUNDWATER MONITORING WELLS FOR VERIFICATION PRIOR TO BEGINNING EXCAVATION FOR THE CONTRACTOR'S PROPOSED EXCAVATION SAFETY SYSTEM. ADEQUACY AND IMPLEMENTATION OF THE PLAN IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE OWNER RESERVES THE RIGHT TO REJECT PLANS. THE GROUNDWATER CONTROL PLAN WILL BE MAINTAINED IN THE OWNER'S REPRESENTATIVE FILES FOR REFERENCE PURPOSES ONLY. NO REVIEW WILL BE MADE NOR IS ANY RESPONSIBILITY FOR THE PLAN ASSUMED BY THE OWNER OR THE OWNER'S

REPRESENTATIVE. (NO SEPARATE PAY)

39. THE CONTRACTOR SHALL PROVIDE AN EMERGENCY PLAN FOR CONSTRUCTION PRIOR TO CONSTRUCTION. THE PLAN SHALL BE DEVELOPED, SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS. ADEQUACY AND IMPLEMENTATION OF THE PLAN IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

THE OWNER RESERVES THE RIGHT TO REJECT PLANS. (NO SEPARATE PAY)

40. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA AS CLEAN AS POSSIBLE. ALL ASSOCIATED DEBRIS

SHALL BE COLLECTED AND PROPERLY DISPOSED OF AT THE END OF EACH WORKDAY.

41. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING ALL FIELD CHANGES AND FURNISHING A LEGIBLE

SET OF "AS-BUILT" DRAWINGS TO THE OWNER'S REPRESENTATIVE.

42. ALL TRENCH EXCAVATION PROTECTION, CARE AND CONTROL OF WATER, BYPASS PUMPING, BEDDING, BACKFILL, UTILITY RELOCATION COORDINATION, UTILITY PROTECTION, UTILITY BYPASS PUMPING, STAKING, ETC. ARE

SUBSIDIARY TO THE PAY ITEMS.

43. IN ACCORDANCE WITH HOUSE BILLS 662 AND 665 ENACTED BY THE TEXAS LEGISLATURE (70TH REGULAR LEGISLATIVE SESSION), THE CONTRACTOR SHALL MEET THE REQUIREMENTS FOR TRENCH SAFETY AS OUTLINED IN THE CURRENT VERSION OF THE UNITED STATES DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS, 29 CFR, PART 1926, SUBPART P-EXCAVATIONS.

TRAFFIC CONTROL NOTES:

MAINTENANCE OF WORK ZONE TRAFFIC CONTROL DEVICES:

1. THOSE PORTIONS OF THE PROJECT WHICH REQUIRE CONSTRUCTION UNDER TRAFFIC WILL BE MAINTAINED IN A CONDITION ACCEPTABLE TO THE ENGINEER. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN SEALED BY A LICENSED ENGINEER IN THE STATE OF TEXAS TO THE CITY ENGINEER, IF APPLICABLE, FOR APPROVAL PRIOR TO COMMENCING CONSTRUCTION. THIS WORK WILL BE SUBSIDIARY TO THE VARIOUS BID ITEMS.

2. AT ANY TIME DURING THE EXECUTION OF THIS PROJECT IF OTHER SIGNS, BARRICADES, ETC. ARE DEEMED NECESSARY TO CONTROL AND PROVIDE SAFETY FOR THE TRAVELING PUBLIC, THE CONTRACTOR SHALL PROVIDE THESE ADDITIONAL TRAFFIC CONTROL DEVICES. PAYMENT FOR THIS WILL NOT BE PAID BY DIRECTLY, BUT WILL BE CONSIDERED SUBSIDIARY TO BID.

3. THE CONTRACTOR SHALL TAKE CARE TO ASSURE THAT ALL TRAFFIC CONTROL DEVICES AND WORK ZONE PAVEMENT MARKINGS BE KEPT IN A HIGHLY VISIBLE CONDITION (CLEAN, UPRIGHT AND PROPER LOCATION). THE CONTRACTOR SHALL HAVE ADEQUATE REPLACEMENT TRAFFIC CONTROL DEVICES AVAILABLE, AT ALL TIMES, TO

REPLACE THOSE DAMAGED.

4. CONTRACTOR TO PLAN AND PERFORM HIS WORK IN A MANNER THAT WILL PERMIT SAFE PUBLIC TRAFFIC

MOVEMENT ON ALL STREETS.

5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO BE IN ACCORDANCE WITH THE TEXAS MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES.

6. CONTRACTOR SHALL PROVIDE PROTECTIVE DEVICES SUCH AS SIGNS, LIGHTS, AND SIGNALS FOR THE SAFETY

OF THE PUBLIC AND WORKERS, AS REQUIRED. (NO SEPARATE PAY)

7. THE CONTRACTOR SHALL PLAN AND SEQUENCE ALL CONSTRUCTION ACTIVITY IN SUCH A MANNER THAT WILL

PERMIT SAFE PEDESTRIAN AND VEHICULAR MOVEMENT.

8. CONTRACTOR SHALL PROVIDE PROTECTIVE DEVICES SUCH AS SIGNS, LIGHTS, SIGNALS, AND OTHER DEVICES, AS NEEDED FOR THE SAFETY OF THE PUBLIC AND WORKERS, AT NO ADDITIONAL EXPENSE TO THE OWNER.

SIGNING:

1. THE CONTRACTOR SHALL COVER OR TEMPORARILY REMOVE EXISTING SIGNS THAT CONFLICT WITH THE SUGGESTED TRAFFIC CONTROL PLAN OR THE INTENT THEREOF NEED CITY'S APPROVAL 72 HRS PRIOR TO

COVERING.

2. EXISTING SIGNS THAT DO NOT CONFLICT WITH THE SUGGESTED TRAFFIC CONTROL PLAN OR THE INTENT THEREOF, BUT REQUIRE RELOCATION DUE TO PHYSICAL CONFLICTS SHALL BE RELOCATED UNTIL TEMPORARY SIGN SUPPORTS HAVE BEEN INSTALLED TO ALLOW FOR THE IMMEDIATE RELOCATION OF ANY SUCH SIGNS.

3. THESE SIGNING MEASURES SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO BID.

4. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH TEXAS MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES LATEST EDITION.

PUBLIC ACCESS AND PEDESTRIAN SAFETY:

1. ANY PORTION OF THIS PROJECT THAT COINCIDES WITH EXISTING PUBLIC ROADS AND/OR PRIVATE DRIVES SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE DIRECTED OR APPROVED BY THE

OWNER'S REPRESENTATIVE.

2. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN TWO-WAY TRAFFIC ON ALL PUBLIC ROADWAYS AT ALL

TIMES UNLESS OTHERWISE NOTED ON THE PLANS.

3. ONLY ONE ROADWAY MAY BE CLOSED AT A TIME AND NOT CONCURRENTLY WITH ANOTHER ROADWAY CLOSURE ASSOCIATED WITH THIS PROJECT. PROVISIONS MUST BE MADE TO AVOID ROAD CLOSURES DURING

ANTICIPATED CITY OF MIDLAND EVENTS (I.E. HOLIDAY PARADES, MARATHONS, ETC.).

4. FOR PEDESTRIAN SAFETY, THE CONTRACTOR SHALL INSTALL ORANGE PLASTIC CONSTRUCTION FENCING (3 FT TALL MINIMUM) AROUND ALL OPEN EXCAVATIONS. THE PLACEMENT OF THIS FENCING SHALL NOT OBSTRUCT

SIGHT LINES OF THE TRAVELING PUBLIC.

5. THESE MEASURES FOR PUBLIC ACCESS AND PEDESTRIAN SAFETY WILL NOT BE PAID DIRECTLY BUT SHALL BE

CONSIDERED SUBSIDIARY TO BID.

6. CONTRACTOR TO PROVIDE THE CITY OF MIDLAND WITH A TELEPHONE NUMBER WITH 24 HOUR ACCESS TO CONTRACTOR'S REPRESENTATIVE TO INSURE COORDINATION WITH RESIDENTS DURING CONSTRUCTION & RAIN

EVENTS.

7. CONTRACTOR TO ENSURE SAME DAY ACCESS TO ALL RESIDENCES AND BUSINESSES ADJACENT TO CONSTRUCTION. PROTECT SHALL MAINTAIN VEHICULAR ACCESS TO AREAS NOT IMPACTED BY CONSTRUCTION

THROUGHOUT THE PROJECT.

GENERAL:

1. INSTALLATION AND MAINTENANCE OF ALL WORK ZONE SIGNS, BARRICADES, AND PAVEMENT MARKINGS IS THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL CONFORM TO THE BARRICADE AND CONSTRUCTION (BC)

STANDARDS AND ( OR THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

2. CONSTRUCTION IN ANY AREA THAT IS ADVERSELY AFFECTING TRAFFIC FLOW AND SAFETY MUST BE PURSUED DILIGENTLY BY THE CONTRACTOR. IF IN THE OPINION OF THE OWNER'S REPRESENTATIVE THE CONTRACTOR IS NOT DILIGENTLY PURSUING THE CONSTRUCTION IN THOSE AREAS, THE OWNER'S REPRESENTATIVE MAY REQUIRE THE CONTRACTOR TO CHANGE HIS WORK SCHEDULE TO EXPEDITE COMPLETION IN THOSE AREAS OF

CONCERN.

3. CONTRACTOR SHALL COORDINATE WITH CITY ENGINEERING DEPT. 72 HOURS PRIOR TO INSTALLING TRAFFIC

CONTROL.

4. FLASHING WARNING LIGHTS AND/OR FLAGS SHALL BE USED TO CALL ATTENTION TO THE EARLY WARNING

SIGNS.

5. STEADY BURN (TY C) WARNING LIGHTS SHALL BE USED TO MARK CHANNELIZING DEVICES AT NIGHT, AS NEEDED.

6. ADDITIONAL SIGNS, BARRICADES, AND/OR CHANNELIZING DEVICES MAY BE REQUIRED AND/OR ADJUSTED AS

DIRECTED BY THE OWNER'S REPRESENTATIVE.

7. WHEN CONSTRUCTION OPERATIONS RESULT IN DROP OF MORE THAN 2" NEXT TO TRAVEL WAY A 3:1 SLOPE AND

4.0' BUFFER ZONE WILL BE REQUIRED DURING NON WORKING HOURS.

8. LENGTH AND SPACING OF CHANNELIZING DEVICES SHALL BE AS SHOWN ON TXDOT'S BARRICADE & CONSTRUCTION STANDARDS AND THE "T.M.U.T.C.D." OTHER SIGNS MAY BE USED IN ADDITION TO THOSE

REQUIRED BY SAID STANDARDS.

9. ALL WORK SHALL BE DONE EXPEDITIOUSLY DURING DAYLIGHT HOURS, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. NECESSARY FLAGGERS AND APPROPRIATE SIGNING TO SAFELY GUIDE TRAFFIC THROUGHOUT THE WORK AREA WILL BE REQUIRED AS DIRECTED BY THE OWNER'S REPRESENTATIVE.

10. FOR POSTED SPEEDS EXCEEDING 30 MPH, ADVISORY SPEED SIGNS WITH APPROPRIATE WARNING SIGNS SHALL BE POSTED IN THE VICINITY OF SPECIFIC WORK ZONES WITHIN THE PROJECT LIMITS, UNLESS OTHERWISE

DIRECTED BY THE ENGINEERING.

PAVING CONSTRUCTION NOTES:

1. NO TRAFFIC SHALL BE ALLOWED ON THE FINISHED WEARING SURFACE UNTIL AT LEAST 12 HOURS AFTER

COMPLETION OF ROLLING.

2. HOT-MIX ASPHALT CONCRETE TRANSPORT TRUCKS TO BE EQUIPPED WITH CANVAS COVERS TO BE UTILIZED DURING MATERIAL HAULING. MATERIAL DELIVERED TO SITE AT IMPROPER TEMPERATURE SHALL BE REJECTED.

HOT MIX SHALL BE LAID AT A MINIMUM TEMPERATURE 225 F.

3. CONSTRUCTION JOINTS TO EXISTING PAVEMENT SHALL BE MADE BY EITHER CUTTING BACK EXISTING TO PRODUCE A SLIGHTLY BEVELED EDGE FOR THE FULL THICKNESS OF THE WEARING COURSE OR A SUITABLE LAP

JOINT SHALL BE MADE. SAW CUTTING REQUIRED.

4. CONTRACTOR TO FILL BEHIND CURBS AND WALKS, SHAPE TO INSURE PROPER DRAINAGE.

5. WHEN TYING INTO EXISTING CURB, EXPOSE REBAR AND FORM EXPANSION JOINT PER DETAIL SHEET.

6. ANY SETTLEMENT UNDER THE PAVEMENT DUE TO INADEQUATE COMPACTION OF UTILITY TRENCH, REGARDLESS OF TESTING REPORTS, SHALL BE CAUSE FOR RECOMPACTION FOR TRENCH AND REPLACEMENT OF PAVEMENT

SECTION.

7. CONTRACTOR TO PROVIDE TRANSITION FROM EXISTING DRIVEWAYS TO PROPOSED STREET GRADE.

8. PAVEMENT REPAIR SHALL BE PAID FOR ONLY IF THE REPAIR OCCURS OUTSIDE THE LIMITS OF PROPOSED STREET EXCAVATION. TRENCH RESTORATION, ALONG EXISTING PAVEMENTS THAT ARE SCHEDULED FOR SUBSEQUENT STREET EXCAVATION, SHALL INCLUDE REPLACEMENT OF BASE WITH LOW P.I. MATERIAL THAT IS

CONDUCTIVE FOR SALVAGE.

9. WHERE UTILITY AND/OR STORM SEWER WORK IS PERFORMED UNDER AREAS OF THE EXISTING ROADWAY OR TEMPORARY DETOURS THAT ARE REQUIRED TO CARRY TRAFFIC PRIOR TO COMPLETION OF THE STREET IMPROVEMENTS, THE CONTRACTOR SHALL APPLY SURFACE TREATMENT ON TOP OF THE BASE OR BACKFILL MATERIAL UNTIL SUCH TIME THAT THE PROPOSED PAVEMENT SECTION IS CONSTRUCTED. THESE TEMPORARY PAVEMENTS (INCLUDING BACKFILL, BASE MATERIAL AND SURFACE TREATMENT) WILL NOT BE PAID FOR

DIRECTLY BUT SHALL BE SUBSIDIARY TO THE BID ITEM TRAFFIC CONTROL.

10. ALL COMPACTION SHALL BE ACHIEVED BY MECHANICAL METHODS. NO WATER JETTING ALLOWED.

02-03-2026

COPYRIGHT PROTECTED AND THE

PROPERTY OF TARKETT SPORTS. THIS

DOCUMENT CANNOT BE LAWFULLY USED

IN WHOLE OR IN PART FOR ANY PURPOSE

EXCEPT AS SET FORTH IN THE

CONTRACTUAL AGREEMENT BETWEEN

TARKETT SPORTS AND THE CLIENT.

THESE DOCUMENTS DESCRIBE DESIGN

INTENT OF THE PROPOSED WORK AND

ARE NOT A REPRESENTATION OF

AS-BUILT OR EXISTING CONDITIONS.

TARKETT SPORTS IS NOT RESPONSIBLE

FOR ANY DISCREPANCIES BETWEEN THE

PROJECT DOCUMENTS AND THE EXISTING

CONDITIONS.

JOB NUMBER: 56685.001

DATE PUBLISHED: 2/2/26

DRAWN/CHECKED BY: MS/MAG

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BM #1

SET 1/2" IRON ROD W/ CAP

ELEVATION: 2889.06 (NAVD88)

N:10691928.8100

E:1732497.7870 (NAD83)

BM #2

SET 1/2" IRON ROD W/ CAP

ELEVATION: 2890.73 (NAVD88)

N:10691545.7100

E:1733138.4790 (NAD 83)

!! CAUTION !!

EXISTING OVERHEAD

ELECTRIC LINES

!! CAUTION !!

EXISTING

UNDERGROUND

ELEC & COMM. LINES

CALL TEXAS 811

BEFORE YOU DIG

GENERAL NOTES

(2 OF 2)

C0.02

UTILITY GENERAL NOTES:

1. THE TYPE, SIZE AND LOCATION OF ALL UNDERGROUND UTILITIES DEPICTED ON THE CONSTRUCTION PLANS WERE RESEARCHED WITH RESPECT TO THE BEST AVAILABLE DATA AND THEREFORE SHOWN APPROXIMATE.

ALTHOUGH EVERY EFFORT HAS BEEN MADE TO ACCURATELY DEPICT ALL UTILITIES, NOT ALL (PUBLIC AND PRIVATE) MAY BE SHOWN. NEITHER THE ENGINEER NOR THE OWNER IS RESPONSIBLE FOR THE ACCURACY OF THE LOCATION OF THE UTILITIES SHOWN ON THE CONSTRUCTION PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES WITH JURISDICTION WITHIN THE LIMITS OF CONSTRUCTION FOR FIELD VERIFICATION AT NO ADDITIONAL EXPENSE TO THE OWNER. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONSTRUCTION DOCUMENTS SHALL BE REPORTED IMMEDIATELY TO THE

ENGINEER AND/OR ARCHITECT.

CITY OF MIDLAND ENGINEERING DEPARTMENT FAX: (432) 683-1786 PHONE: (432)-685-7100

CITY OF MIDLAND PUBLIC WORKS (432) 742-7370

TEXAS 811 811

ATMOS ENERGY (888) 286-6700

SPECTRUM/TIME WARNER CABLE (800) 222-5355

AT&T TEXAS (956) 630-8261

ONCOR ELECTRIC (888) 313-6862

2. ELEVATION ADJUSTMENTS FOR NEW MANHOLES AND VALVES SHALL BE CONSIDERED SUBSIDIARY UNLESS

NOTED OTHERWISE.

3. ALL NEW AND EXISTING VALVES AND MANHOLES SHALL BE EXTENDED TO FINISH GRADE. THIS ACTIVITY WILL BE

CONSIDERED SUBSIDIARY UNLESS NOTED OTHERWISE.

4. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING UTILITIES. ALL PIPES AND UTILITIES

DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED WITH NO SEPARATE PAYMENT.

5. ALL MATERIAL AND LABOR FOR THE ADJUSTMENT TO FINISH GRADE OF ALL NEW MANHOLES AND VALVE BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK.

6. UNLESS SHOWN OTHERWISE IN THE PLANS OR SPECIFICATIONS, ALL DEWATERING WILL NOT BE PAID FOR DIRECTLY BUT CONSIDERED SUBSIDIARY TO THE ITEMS IT MAY BE ASSOCIATED WITH, INCLUDING BUT NOT LIMITED TO PLUGGING, ABANDONMENT OF EXISTING UTILITY LINES AND/OR GROUNDWATER ASSOCIATED WITH

DEMOLITION.

7. ALL PIPELINE VALVES SHALL BE ACCESSIBLE AT ALL TIMES.

8. CONTRACTOR SHALL PROTECT AND SUSPEND ALL EXISTING UTILITIES TO REMAIN.

9. ALL UTILITIES SHALL REMAIN IN SERVICE AT ALL TIMES. THE PROTECTION, TEMPORARY BYPASS PUMPING, ETC.

OF ALL UTILITY LINES SHALL BE INCIDENTAL TO THE INSTALLATION OF THE PROPOSE UTILITIES INCLUDING BUT NOT LIMITED TO STORM SEWER, WATER, WASTEWATER, ETC. CONTRACTOR SHALL COORDINATE WITH UTILITY

OWNERS (NO SEPARATE PAY).

10. THE CONTRACTOR SHALL NOTIFY ALL AUTHORIZED INSPECTORS, OR PERSONS RESPONSIBLE FOR PUBLIC AND PRIVATE UTILITIES AFFECTED BY HIS/HER OPERATIONS PRIOR TO COMMENCING CONSTRUCTION.

11. FOR PUBLIC IMPROVEMENTS USE ASTM C33 GRADE #8 OR TYPE D GRADE #4 BEDDING MATERIAL FOR UTILITY

TRENCHES UNDER PAVEMENT.

12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE ALL EXCAVATED MATERIAL, EXCESS CONCRETE, AND DEBRIS FROM THE CONSTRUCTION SITE AT NO ADDITIONAL EXPENSE TO THE OWNER.

13. THE CONTRACTOR SHALL VERIFY THAT NECESSARY CROSSING CLEARANCES BETWEEN EXISTING AND PROPOSED UTILITIES EXIST PRIOR TO CONSTRUCTION. THE LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE BEEN DETERMINED FROM DATA RECORDED BY OTHERS. THE CONTRACTOR SHALL PROTECT ALL

UTILITIES DURING CONSTRUCTION.

14. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND STRUCTURES EITHER

SHOWN OR NOT SHOWN ON THE PLANS AND SHALL BE RESPONSIBLE FOR ANY DAMAGE DURING

CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE LINE LOCATION WITH FRANCHISE & CITY UTILITIES, THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND EXISTING SITE CONDITIONS.

STORM DRAINAGE LINE CONSTRUCTION NOTES:

1. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AT ALL TIMES.

2. CONTRACTOR TO PROVIDE POSITIVE OUTFLOW FOR DRAINAGE BASIN AT ALL TIMES. IN THE CASE OF A STORM EVENT, CAPACITY FOR STORM WATER RUNOFF SHALL BE PROVIDED ON SITE AS A TEMPORARY DETENTION

FACILITY TO MINIMIZE ADJACENT LOCAL FLOODING.

3. CONTRACTOR SHALL PROVIDE A SEQUENCE OF WORK FOR STORM DRAINAGE TIE INS THAT PROVIDES POSITIVE

OUTFLOW AT ALL TIMES.

4. ALL REINFORCED CONCRETE STORM PIPES SHALL BE ASTM C-76 CLASS III WITH O-RING RUBBER GASKET SEALED JOINTS, UNLESS OTHERWISE NOTED ON PLANS. ALL PIPE AND APPURTENANCES (INLETS, MANHOLES, JUNCTION BOXES, ETC.) SHALL CONFORM TO THE TECHNICAL SPECIFICATIONS.

5. REINFORCED CONCRETE PIPES SHALL EXTEND TO THE INSIDE FACE OF ALL STRUCTURES. ALL JOINTS SHALL BE GROUTED TO ENSURE A WATER-TIGHT FIT. IN NO INSTANCE SHALL GROUT BE USED TO EXTEND AN INCOMPLETE

SEGMENT OF PIPE TO THE INSIDE FACE OF A STRUCTURE.

6. EXPANSION JOINTS ARE REQUIRED BETWEEN ALL INLET STRUCTURES AND CURB AND GUTTER AND/OR

SIDEWALK.

7. THE CONTRACTOR SHALL ENSURE THAT ALL EXISTING STORM SEWER INFRASTRUCTURE REMAINS FUNCTIONAL THROUGHOUT THE COURSE OF CONSTRUCTION. IN THE EVENT THAT ANY ASSOCIATED CONSTRUCTION ACTIVITY IMPEDES THE FUNCTION OF A SYSTEM, THE CONTRACTOR SHALL PROVIDE THE CITY OF MIDLAND A

PLAN TO ADDRESS THE ISSUE IN ANTICIPATION OF A STORM EVENT.

8. ALL NEWLY INSTALLED STORM SEWER PIPE AND APPURTENANCES ARE SUBJECT TO VIDEO INSPECTION.

9. ALL NORTHING AND EASTING CONTROLS SHOWN ON PLANS ARE TO CENTER OF STRUCTURE.

7. PRECAST REINFORCED CONCRETE STORM BOXES SHALL BE IN ACCORDANCE WITH ASTM C1577. THE JOINTS

SHALL BE SEALED WITH GROUT FROM INSIDE THE BOXES.

8. CAST-IN-PLACE REINFORCED CONCRETE STORM BOXES SHALL BE CONSTRUCTED WITH CLASS "C" CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,600 PSI AND GRADE 60 REINFORCED STEEL. WELDED WIRE

REINFORCEMENT IS NOT ALLOWED.

9. SAND BACKFILL IN LIEU OF NATIVE MATERIAL IS ALLOWED AT THE CONTRACTOR'S DISCRETION; NO SEPARATE PAY. THE CONTRACTOR SHALL SUBMIT A SAMPLE OF THE BACKFILL MATERIAL TO THE OWNER FOR INSPECTION

AND SHALL UTILIZE THE MATERIAL ONLY UPON APPROVAL BY THE OWNER.

EROSION GENERAL NOTES:

1. IT IS THE INTENT OF THIS SUGGESTED EROSION CONTROL PLAN AND WITHIN THE SPECIFICATIONS TO BE USED AS THE GENERAL GUIDELINES OF THE STORM WATER POLLUTION PREVENTION PLAN FOR THIS PROJECT TO ESTABLISH A MINIMUM BASIS OF COMPLIANCE WITH FEDERAL REGULATIONS. CONTRACTOR SHALL PREPARE AND SUBMIT A NOTICE OF INTENT PER THE REQUIREMENTS IN THE NPDES GENERAL PERMIT. THE

CONTRACTOR SHALL PREPARE THE STORM WATER POLLUTION PREVENTION PLAN AND BE SOLELY

RESPONSIBLE FOR ITS IMPLEMENTATION. THE STORM WATER POLLUTION PREVENTION PLAN SHALL MEET THE REQUIREMENTS SET FORTH IN THE TEXAS COMISSION ON ENVIRONMENTAL QUAILITY (TCEQ) TPDES GENERAL

PERMIT FOR REGION 6 FOR STORM WATER DISCHARGES FROM CONSTRUCTION SITES.

2. THE STORM WATER POLLUTION PREVENTION PLAN SHOULD ADDRESS THREE GOALS:

A. DIVERSION OF UPSLOPE WATER AROUND DISTURBED AREAS OF THE SITE;

B. LIMITS THE EXPOSURE OF DISTURBED AREAS TO THE SHORTEST DURATION POSSIBLE;

C. REMOVAL OF SEDIMENT FROM STORM WATER BEFORE IT LEAVES THE SITE.

3. THE CONTRACTOR SHALL MAKE THE STORM WATER POLLUTION PREVENTION PLAN AVAILABLE, UPON REQUEST, TO TCEQ.

4. THE CONTRACTOR MUST AMEND PLANS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF THE PLAN, OR WHEN THE EXISTING PLAN PROVES INEFFECTIVE.

MODIFICATIONS INCLUDING DESIGN AND ALL ADDITIONAL MATERIALS AND WORK SHALL BE ACCOMPLISHED BY

THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.

5. STABILIZATION MEASURES ARE TO BE INSPECTED AT A MINIMUM OF ONCE EVERY 14 DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES. REPAIRS AND INADEQUACIES REVEALED BY THE

INSPECTION MUST BE IMPLEMENTED WITHIN 7 CALENDAR DAYS FOLLOWING THE INSPECTION.

6. AN INSPECTION REPORT THAT SUMMARIZES INSPECTION ACTIVITIES AND IMPLEMENTATION OF THE STORM

WATER POLLUTION PREVENTION PLAN SHALL BE RETAINED AND MADE PART OF THE PLAN.

7. ALL CONTRACTORS AND SUBCONTRACTORS IDENTIFIED IN THE PLAN MUST CERTIFY AS TO AN UNDERSTANDING OF THE NPDES GENERAL PERMIT BEFORE CONDUCTING ANY ACTIVITY IDENTIFIED IN THE POLLUTION

PREVENTION PLAN.

8. THE CONTRACTOR SHALL ADOPT APPROPRIATE CONSTRUCTION SITE MANAGEMENT PRACTICES TO PREVENT THE DISCHARGE OF OILS, GREASE, PAINTS, GASOLINE, AND OTHER POLLUTANTS TO STORM WATER.

APPROPRIATE PRACTICES CAN INCLUDE: DESIGNATING AREAS FOR EQUIPMENT MAINTENANCE AND REPAIR;

REGULAR COLLECTION OF WASTE; CONVENIENTLY LOCATED WASTE RECEPTACLES; AND DESIGNATING AND

CONTROLLING EQUIPMENT WASHDOWN.

9. THE CONTRACTOR SHALL AMEND OR MODIFY THIS PLAN AS REQUIRED BY CONSTRUCTION MEANS, METHODS AND SEQUENCE. MODIFICATIONS SHALL NOT COMPROMISE THE INTENT OF THE REQUIREMENTS OF LAW AND

THIS PLAN. MODIFICATIONS SHALL NOT BE BASIS FOR ADDITIONAL COST TO THE OWNER.

10. AREAS OF CONSTRUCTION ELSEWHERE ON THE JOB SITE SHALL CONFORM TO THE DETAILS SHOWN ON THE

PLANS.

11. BORROW AREAS, IF EXCAVATED, SHALL BE PROTECTED AND STABILIZED UTILIZING THE PLAN DETAILS. ALL WORK SHALL CONFORM TO GOVERNMENTAL REQUIREMENTS AND BECOME PART OF THE STORM WATER POLLUTION PREVENTION PLAN (SWP3). THE WORK SHALL BE DONE BY THE CONTRACTOR AT NO ADDITIONAL

EXPENSE TO THE OWNER.

12. ALL NON-PAVED AREAS SHALL BE MULCHED AND SEEDED WITH EROSION PROTECTION IMMEDIATELY UPON COMPLETION OF FINAL GRADING. THIS INCLUDES ALL DITCHES AND EMBANKMENTS. THE CONTRACTOR SHALL MAINTAIN FINAL GRADING AND KEEP SEEDED AREAS WATERED UNTIL FULLY ESTABLISHED AND ACCEPTED BY

THE OWNER.

13. THE CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION EXIT AT ALL TRAFFIC EXIT POINTS PRIOR

TO EXITING ONTO ANY PAVED ROADWAY.

14. DUST CONTROL IS REQUIRED.

LOT 4

BM #1

BM #2

LOT 4

S5001 2890.726

SSMH

W

W W

W

C

G

S5083 2891.489

SSMH

W

FOFO

ICV

ICVICV

FOFO

ICV

ICV

ICVICV

ICV

ICV

ICV

ICV

ICV

ICV

ICVICVICVICV

ICV

ICV

ICV

W

W

O H

U O

H U

O H

U O

H U

O H

U

U T

U T

U T

UG

U

FO

U

FO

UG

UG

UG

UG

UG

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UG

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U G

U G

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UE

UE

UE

UE

UE

UE

UE

UW UW

UW

UW

UW

UW

UW

UW

UW

UW

SD

UW

UW UW

UW UW UW UW UW UW

U W

U W

U W

U W

U W

W W

BEGIN DEMOLITION

OF CURB & GUTTER

N=10691728.02 E=1732429.23

END DEMOLITION

OF CURB & GUTTER

N=10691961.31 E=1733278.80

END DEMOLITION

OF CURB & GUTTER

N=10692118.91 E=1733240.84

BEGIN DEMOLITION

OF CURB & GUTTER

N=10691854.00 E=1732522.84

BEGIN DEMOLITION

OF SIDEWALK

N=10691877.60

E=1732515.27

END DEMOLITION

OF CURB & GUTTER

N=10691883.95 E=1732559.29

LOT 3A

LOT 4

EXIST. TELECOMMUNICATIONS

BOX TO REMAIN

REMOVE AND

DISCARD (3)

EXIST. TREES

EXIST. TRANSFORMER

BOX TO REMAIN

REMOVE AND DISCARD

EXIST. CURB & GUTTER

- 638 LF

EXIST. WATER LINE

TO REMAIN

EXIST. UNDERGROUND

ELECTRICAL LINE TO REMAIN

EXIST. OVERHEAD

ELECTRICAL LINE TO

REMAIN

CHAMPIONS DRIVE

EXIST. TELECOMMUNICATIONS

LINE TO REMAIN

LO

O

P

EXIST. (2) TURF

FOOTBALL FIELDS

TO REMAIN

EXIST. PARKING

LOT TO REMAIN

REMOVE AND DISCARD

EXIST. GRATE INLET

CAP EXIST. STORM

PIPE

REMOVE AND DISCARD

EXIST. ASPHALT PAVEMENT

- 6,151 SY

EXIST. SANITARY

SEWER MANHOLE

TO REMAIN

EXIST. SANITARY

SEWER LINE TO REMAIN

REMOVE AND DISCARD

EXIST. CURB & GUTTER

- 895 LF

EXIST. GRATE INLET

TO REMAIN

REMOVE AND DISCARD

WROUGHT IRON FENCE

- 380 LF

REMOVE AND RELOCATE

EXIST. FIRE HYDRANT

CUT, PLUG & ABANDON

PVC LINE

REMOVE AND RELOCATE

EXIST. FIRE HYDRANT

CUT, PLUG & ABANDON

PVC LINE

REMOVE AND RELOCATE

EXIST. FIRE HYDRANT

CUT, PLUG & ABANDON

PVC LINE

EXIST. WATER LINE

TO REMAIN -

CONTRACTOR TO

ENSURE PROTECTION

E X

IS

T.

D E

TE

N

TI

O

N P

O N

D

REMOVE AND DISCARD

EXIST. SIGN

REMOVE AND DISCARD

EXIST. SIGN

REMOVE AND DISCARD

EXIST. CURB & GUTTER

- 57 LF

REMOVE AND

DISCARD EXIST.

ADA RAMP

REMOVE AND DISCARD

EXIST. (3) IRRIGATION

CONTROL VALVES

REMOVE AND DISCARD

EXIST. SIGN

REMOVE AND RELOCATE

SCOREBOARD

(SEE NOTE 1)

REMOVE AND DISCARD

EXIST. IRRIGATION

CONTROL VALVE

REMOVE AND DISCARD FIBER

OPTIC VAULT - REFER TO

GENERAL CONTRACTOR NOTES

PROP. SAWCUT

- 65 LF

PROP. SAWCUT

- 173 LF

REMOVE AND DISCARD

EXIST. CONCRETE

PAVEMENT - 191 SY

EXIST. 12" WATER

LINE TO REMAIN

BEGIN DEMOLITION

OF SIDEWALK

N=10691858.40

E=1732520.73

END DEMOLITION

OF SIDEWALK

N=10692118.50 E=1733189.83

REMOVE AND DISCARD

EXIST. SIDEWALK

- 558 LF

BEGIN DEMOLITION

OF WROUGHT IRON FENCE

N=10691957.66 E=1732779.12

END DEMOLITION

OF WROUGHT IRON FENCE

N=10692052.36 E=1733147.55

LIMITS OF

PAVEMENT REMOVAL

N=10691791.93 E=1732412.92

LIMITS OF

PAVEMENT REMOVAL

N=10692119.33 E=1733242.86

LIMITS OF

PAVEMENT REMOVAL

N=10692121.01 E=1733252.63

EXIST. WATER VALVE

TO REMAIN

REMOVE AND DISCARD

EXIST FIBER OPTIC VAULT

REMOVE AND

RELOCATE EXIST.

STOP SIGN

THIS DOCUMENT SERVES AS AN

INSTRUMENT OF SERVICE AND IS

COPYRIGHT PROTECTED AND THE

PROPERTY OF TARKETT SPORTS. THIS

DOCUMENT CANNOT BE LAWFULLY USED

IN WHOLE OR IN PART FOR ANY PURPOSE

EXCEPT AS SET FORTH IN THE

CONTRACTUAL AGREEMENT BETWEEN

TARKETT SPORTS AND THE CLIENT.

THESE DOCUMENTS DESCRIBE DESIGN

INTENT OF THE PROPOSED WORK AND

ARE NOT A REPRESENTATION OF

AS-BUILT OR EXISTING CONDITIONS.

TARKETT SPORTS IS NOT RESPONSIBLE

FOR ANY DISCREPANCIES BETWEEN THE

PROJECT DOCUMENTS AND THE EXISTING

CONDITIONS.

JOB NUMBER: 56685.001

DATE PUBLISHED: 2/2/26

DRAWN/CHECKED BY: MS/MAG

SCALE: AS SHOWN

SU

BM

IT

TA

L / R

EV

IS

IO

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D

AT

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C

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SU

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5/

/2

C R

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2-

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S P

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C

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T:

C

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O F

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ID

LA

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Know what's below.

before you dig.Call

R

S U

BM

IT

TA

L

6/ 6/

0%

P R

IC

IN

G S

ET

8/

1/

0%

C O

N

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2/ 2/

BM #1

SET 1/2" IRON ROD W/ CAP

ELEVATION: 2889.06 (NAVD88)

N:10691928.8100

E:1732497.7870 (NAD83)

BM #2

SET 1/2" IRON ROD W/ CAP

ELEVATION: 2890.73 (NAVD88)

N:10691545.7100

E:1733138.4790 (NAD 83)

!! CAUTION !!

EXISTING OVERHEAD

ELECTRIC LINES

!! CAUTION !!

EXISTING

UNDERGROUND

ELEC & COMM. LINES

CALL TEXAS 811

BEFORE YOU DIG

EXISTING

CONDITIONS AND

DEMOLITION

C0.03

0 50' 100'

SCALE: 1"=50'

NOTICE TO CONTRACTORS

1. THE TYPE, SIZE AND LOCATION OF ALL UNDERGROUND UTILITIES DEPICTED ON THE

CONSTRUCTION PLANS WERE RESEARCHED WITH RESPECT TO THE BEST AVAILABLE

DATA AND THEREFORE SHOWN APPROXIMATE. ALTHOUGH EVERY EFFORT HAS BEEN

MADE TO ACCURATELY DEPICT ALL UTILITIES, NOT ALL (PUBLIC AND PRIVATE) MAY BE

SHOWN. NEITHER THE ENGINEER NOR THE OWNER IS RESPONSIBLE FOR THE

ACCURACY OF THE LOCATION OF THE UTILITIES SHOWN ON THE CONSTRUCTION PLANS.

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY

COMPANIES WITH JURISDICTION WITHIN THE LIMITS OF CONSTRUCTION FOR FIELD

VERIFICATION AT NO ADDITIONAL EXPENSE TO THE OWNER. ANY DISCREPANCIES

BETWEEN EXISTING CONDITIONS AND CONSTRUCTION DOCUMENTS SHALL BE

REPORTED IMMEDIATELY TO THE ENGINEER AND/OR ARCHITECT.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING THE HORIZONTAL AND

VERTICAL LOCATION OF BURIED UTILITIES AND STRUCTURES, INCLUDING, BUT NOT

LIMITED TO THE FOLLOWING:

TELEPHONE, STORMSEWER, WATER, GAS, CABLE TV, SANITARY SEWER, ELECTRIC.

3. IF DISCREPANCIES OCCUR BETWEEN THAT WHICH IS SHOWN ON THE PLANS AND

CONDITIONS PRESENT IN THE FIELD, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN

WRITING IMMEDIATELY. FAILURE TO DO SO SHALL ABSOLVE OWNER AND ENGINEER OF

LIABILITY AND ASSOCIATED COST.

10.0

9.5

OOO

Ex OHE

SD SD

E E

W W

WW WW

Ex Tel

OHU

LEGEND

NOTE:

1. CONTRACTOR TO COORDINATE REMOVAL AND RELOCATION OF

SCOREBOARD WITH CITY OF MIDLAND FOR NEW LOCATION OF

INSTALLATION.

2. CONTRACTOR TO ENSURE PROTECTION OF EXISTING PROPERTY.

S5001 2890.726

SSMH

W

W W

W

C

G

W

ICV

ICV

ICV

ICVICV

ICV

ICV

ICV

ICVICVICVICV

ICV

ICV

ICV

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

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U T

U T

U T

U T

U T

U T

U T

U T

U T

UG

UG

U

FO

U

FO

U

FO

U

FO

U

FO

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UG

UG

UG

UG

UG

UG

UG

UG

UG

UG

UG

UG

UG

UG

UG

UG

UG

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UG

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UG

U G

UG

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U G

UG

U E

U E

UE

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UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UW

UW

UW

UW

UW

UW

UW

UW

UW

UW

UW

UW

UW

UW

UW

UW

UW

UW

UW

UW

UW

UW

UW

UW

UW

SDSDSDSD

UW UW

UW

UW

UW

UW

UW

UW

UW

UW UW UW UW UW UW UW UW UW UW UW UW UW UW UW

UW

U W

U W

U W

U W

U W

U W

U W

U W

U W

U W

U W

U W

U W

LOT 4

LOT 3A

TP

H

TP

H

TP

H

TP

H

"R

"R

"R

FD

FD

FD

MOP SINK

24"x24"

30" x 36"

CLEAR TO PANEL

2882.5

2885.0

.5

2881.5 2882.0

2883.0 2883.5

2884.0 2884.5

2885.5 2886.0

2886.5

.0

.0

.5

2890.5

2890.5

.02891.0

2891.0

2891.5 2891.5

2890.5

2890.0 2890.0

2890.0

2890.0

2890.0

2890.0

2890.0

2889.5

2889.5

2889.52889.5

2889.52889.5

2890.5

2891.0

2891.0

2891.0

2888.0

2888.5

2889.0

2890.0

2890.0

2890.0

2890.02890.0

2888.5 2888.5

2889.0

2889.0

2889.5

2890.52890.5

2890.5 2890.5

2890.5 2890.5

2890.5

2890.5

2890.5

.5

2890.5

.0

.0

.0

.0

.5

2890.0

.0

.5

.5

.5

.5

2890.0

2890.0

2890.02890.0

2890.0

2889.5

2890.52890.5

2890.52890.5

2890.5

2890.5

2890.5

2891.02891.0

2891.0

.5

2891.5

.0

.0

.0

.0

.0

2891.0

2891.0

2890.02890.028

.02890.0

2890.0

2890.0 2890.5

2891.0 2891.0

2891.0

2891.5 2891.5

2890.0

2891.0

2891.0

2891.0 2891.0

2891.02891.0

2891.0

2891.0

W W

W W

W W

2889.52890.0 2890.0

2889.0

2888.5

2888.0

2889.5

.5

.528

.0

.5

LOT 4LOT 4

LOT 3A

TP

H

TP

H

TP

H

TP

H

"R

"R

"R

FD

FD

FD

MOP SINK

24"x24"

30" x 36"

CLEAR TO PANEL

HAMPIONS DRIVE

LO

O

P

EXIST. PARKING

LOT TO REMAIN

EXIST. (2) TURF

FOOTBALL FIELDS

TO REMAIN

36.0'

(TYP.)

18.0'

(TYP.)18.0'

(TYP.) 18.0'

9.

0'

(T

YP

.)12.0'

12.0'

18.0'

(TYP.)

18.0'

(TYP.)

18.0'

7.0'

7.

0'

80.0'

26.0'

19.2'

15.0' 14.7'

EX

IS

T.

0' E

AS

EM

EN

T

FO

R

G

AS

L

IN

E

EXIS

T. 2

0'

EASEMENT

FOR W

ATER LI

NE

EXIST. 12' UTILITY EASEMENT

PLAT CAB. J, PG. 41

EXIST. 10' UTILITY EASEMENT,

PLAT CAB. F, PG. 183

EX

IS

T.

0' E

AS

EM

EN

T

FO

R

E

LE

C

TR

IC

AL

L

IN

E

EXIST. 12' SEWER EASEMENT

PLAT CAB. M, PG. 106

EX

IS

T.

2' U

TI

LI

TY

E

AS

EM

EN

T

PL

AT

C

AB

. J , P

G . 4

EXIST. 12' SEWER EASEMENT

PLAT CAB. J, PG. 41

5.0'

12.0' 12.0'

PROP. 105 LF

OF SIDEWALK

PROP.