11-04 - Plan Drawings.pdf

SAGE DILLER, P.E.

SHEET NO.

CONTRACT NO.

CONSTRUCTION PLANS

FOR

CITY OF LUBBOCK

NORTHEAST SANITARY SEWER INTERCEPTOR LINE

INTERMEDIATE LIFT STATION

LUBBOCK, LUBBOCK COUNTY, TEXAS

MAYOR

MARK MCBRAYER

CITY COUNCIL

CHRISTY MARTINEZ-GARCIA

GORDON HARRIS

DAVID GLASHEEN

BRAYDEN ROSE

DR. JENNIFER WILSON

TIM COLLINS

DIVISION DIRECTOR OF ENGINEERING

JOHN TURPIN, P.E.

CONSTRUCTION CITY INSPECTOR

ADAM SALINAS:

806-548-4153

VICINITY MAP

NO SCALE

LOCATION MAP

SCALE: 1" = 2000'

Enprotec | Hibbs & Todd 402 Cedar Street • Abilene, Texas 79601 • T: (325) 698-5560 • F: (325) 690-3240 • www.e-ht.com

PE Firm Registration No. 1151 • PG Firm Registration No. 50103 • RPLS Firm Registration No. 10011900

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LUBBOCK

AUSTIN

CORPUS

CHRISTI

ODESSA

MIDLAND

SAN

ANGELO

ANTONIO

SAN

SPRING

BIG

LUBBOCK

WORTH

FORT

WICHITA

FALLS

AMARILLO

BEAUMONT

HOUSTON

STATION

COLLEGE

DALLAS

DENTON

TYLER

ABILENE

APPROVED FOR CONSTRUCTION

(CITY ENGINEER)

JOHN TURPIN, P.E.

LUBBOCK, TEXAS

DATE

PROJECT

LOCATION

TABLE OF CONTENTS

Sheet Number Sheet Title

01 OF 18 COVER SHEET

02 OF 18 OVERALL PROJECT LAYOUT

03 OF 18 PLAN AND PROFILE

04 OF 18 PLAN AND PROFILE

05 OF 18 PLAN AND PROFILE

06 OF 18 PLAN AND PROFILE

07 OF 18 PLAN AND PROFILE

08 OF 18 LIFT STATION SITE PLAN

09 OF 18 LIFT STATION PAVING AND GRADING PLAN

10 OF 18 LIFT STATION PLAN AND SECTION

11 OF 18 CONSTRUCTION DETAIL 1

12 OF 18 CONSTRUCTION DETAIL 2

13 OF 18 CONSTRUCTION DETAIL 3

14 OF 18 FENCE DETAILS

15 OF 18 LIFT STATION ELECTRICAL SITE PLAN

16 OF 18 LIFT STATION ELECTRICAL RACK DETAILS

17 OF 18 ONE-LINE DIAGRAM AND SCHEDULE

18 OF 18 ELECTRICAL SHADE STRUCTURE

06/24/2025 http://www.e-ht.com AutoCAD SHX Text 96645

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SAGE DILLER

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BENCHMARK

POINT NUMBER 1

DESC: BM CP IRS

NORTHING: 7,277,061.15

EASTING: 957,521.43

ELEVATION: 3158.68

BENCHMARK

POINT NUMBER 2

DESC: BM CP IRS

NORTHING: 7,276,912.82

EASTING: 958,995.80

ELEVATION: 3188.89

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PROPOSED LIFT STATION

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PROPOSED 8" HDPE

DR-13.5 FORCE MAIN

PROPOSED

MANHOLE

PROPOSED 8" HDPE

DR-13.5 FORCE MAIN

PROPOSED 8" HDPE

DR-13.5 FORCE MAIN

N: 7276858.0174 E: 957516.4631

N: 7276841.0346 E: 958080.8224

N: 7276884.7074 E: 958192.6493

N: 7276812.0306 E: 960755.3664

S 88° 16' 35" E - 564.61'

S

° 3 7'

4"

W

0.

N 68° 40' 03" E - 120.05'

S 88° 22' 32" E - 2563.75'

PROPOSED

MANHOLE

LEGEND

MANHOLE - SANITARY SEWER

FIRE HYDRANT

WATER METER

WATER VALVE

GAS METER

LIGHT POLE

UTILITY POLE

UTILITY POLE WITH LIGHT

UTILITY POLE WITH TRANSFORMER

PULL-BOX - ELECTRIC

SIGN

SIGN - BURIED GAS LINE

MAIL BOX

TREE

GUY ANCHOR

CHAINLINK FENCE

GAS LINE

SANITARY SEWER LINE

WATER LINE

OVERHEAD UTILITY LINE

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DESIGNED BY

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PROJECT NO.:

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CITY OF LUBBOCK

NORTHEAST SANITARY SEWER INTERCEPTOR LINE

INTERMEDIATE LIFT STATION

S. DILLER

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Enprotec | Hibbs & Todd 402 Cedar Street • Abilene, Texas 79601 • T: (325) 698-5560 • F: (325) 690-3240 • www.e-ht.com

PE Firm Registration No. 1151 • PG Firm Registration No. 50103 • RPLS Firm Registration No. 10011900

DISCLAIMER:

THIS DRAWING

IS INTENDED TO

BE PRINTED IN

COLOR !

J. PARKER

Z. MORPHEW

06/24/2025

N

SCALE IN FEET

75 0 150

OVERALL PROJECT LAYOUT 02 OF 18

1" = 150'

NOTES

1. THIS SURVEY IS BASED UPON

TOPOGRAPHIC SURVEY PERFORMED IN

JULY AND AUGUST 2024.

2. EXISTING UTILITIES ARE LOCATED

BASED UPON LIMITED FIELD

LOCATIONS AND AVAILABLE RECORD

DRAWINGS.

3. EXISTING UTILITY ASSUMED DEPTH OF

COVER:

· WATER: 48" TYPICAL

· GAS: 48" TYPICAL

· SANITARY SEWER: PER SURVEY

4. CONTRACTOR TO VERIFY UTILITY

CROSSINGS BY HYDRO EXCAVATIONS.

GENERAL CONSTRUCTION NOTES

1. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL EXAMINE THE

CONTRACT DOCUMENTS AND SPECIFICATIONS, THE PLAN, INCLUDING ALL NOTES AND ANY OTHER

APPLICABLE STANDARDS AND SPECIFICATIONS RELEVANT TO THE PROPER COMPLETION OF THE

WORK SPECIFIED. FAILURE ON THE PART OF THE CONTRACTOR TO EXAMINE ALL STANDARDS OR SPECIFICATIONS PERTAINING TO THIS WORK SHALL IN NO WAY RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY OF PERFORMING THE WORK IN ACCORDANCE WITH ALL SUCH APPLICABLE

STANDARDS AND SPECIFICATIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION AND ANY SAFETY

PRECAUTION PROGRAMS RELATING IN ANY WAY TO THE CONDITIONS OF THE PREMISES. THIS

WORK IS SUBSIDIARY TO THE VARIOUS BID ITEMS.

2. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE, INFORMATION, AND THE

LOCATION OF UNDERGROUND AND OTHER UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR

COMPREHENSIVE. THE DETERMINATIONS AS TO THE TYPE AND LOCATIONS OF ALL

UNDERGROUND UTILITIES AND OTHER UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGES,

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY

DAMAGES TO EXISTING UTILITIES IMMEDIATELY AND AT NO ADDITIONAL COST TO THE CITY OF

LUBBOCK. ANY ADDITIONAL INFORMATION NEEDED TO LOCATE EXISTING UTILITIES SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR WITH NO ADDITIONAL COMPENSATION FROM THE CITY

OF LUBBOCK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING UTILITY COMPANIES

HAVING PROPERTY IN THE AREA OF CONSTRUCTION A MINIMUM OF 48 HOURS PRIOR TO ANY

EXCAVATION. CONTRACTOR SHALL EMPLOY SERVICES OF TEXAS811 AS NOTED ON DRAWINGS.

3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND PROTECT ALL PUBLIC

UTILITIES DURING CONSTRUCTION OF THIS PROJECT. ALL STORM SEWER INLETS, MANHOLES,

CLEANOUTS, VALVE BOXES, METER BOXES, FIRE HYDRANTS, GAS MAINS, ELECTRIC AND

TELEPHONE CONDUIT BANKS, ETC. MUST BE ADJUSTED TO THE PROPER LINE AND GRADE BY THE

CONTRACTOR PRIOR TO AND AFTER THE REPLACING OF PERMANENT PAVING WHERE NECESSARY.

4. EXISTING IMPROVEMENTS, INCLUDING, BUT NOT LIMITED TO: FENCES, GATES, GROUND SURFACES, LANDSCAPING, UTILITY PIPELINES, AND DRAINAGE STRUCTURES WHICH ARE REMOVED OR

ALTERED TO PERMIT INSTALLATION OF THE WORK, SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR AT THE CONTRACTOR'S EXPENSE, IN THE SAME LOCATION AND IN CONDITION

EQUAL TO OR BETTER THAN FOUND.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN

ACCORDANCE WITH THE CITY OF LUBBOCK STANDARDS, TEXAS STATE LAW, AND O.S.H.A.

STANDARDS FOR ALL EXCAVATIONS.

6. AT ALL TIMES WHEN WORK IS PROGRESSING, THE CONTRACTOR SHALL HAVE A DESIGNATED

COMPETENT PERSON ON-SITE WHO SHALL BE RESPONSIBLE FOR SUPERVISING THE WORK AND

WHOSE DUTIES WILL INCLUDE TO PERFORM REQUIRED SAFETY INSPECTIONS AND TO DIRECT ALL

REQUIRED CONSTRUCTION SAFETY ACTIVITIES.

7. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF LUBBOCK STANDARD DESIGN REQUIREMENTS AND SPECIFICATIONS. IN THE CASE OF CONFLICT BETWEEN DRAWINGS, SPECIFICATIONS OR CITY OF LUBBOCK STANDARD REQUIREMENTS AND SPECIFICATIONS, THE

MOST STRINGENT SHALL BE FOLLOWED UNLESS REQUESTED BY CONTRACTOR AND APPROVED IN

WRITING BY CITY OF LUBBOCK ENGINEER.

8. ALL SPOIL MATERIALS THAT WAS REMOVED DURING CONSTRUCTION AND ARE NOT SALVAGED, REUSED OR RELOCATED SHALL BE HAULED OFF AND LEGALLY DISPOSED OF OFF-SITE BY THE

CONTRACTOR.

9. CONTRACTOR SHALL “POTHOLE” ALL UNDERGROUND UTILITY CROSSINGS AHEAD OF THE

CONSTRUCTION CREWS TO LOCATE AND VERIFY EXACT EXISTING VERTICAL ELEVATIONS.

CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY UPON IDENTIFICATION OF A POTENTIAL

CONFLICT.

10. CONSTRUCTION SHALL BE IN COMPLIANCE WITH §217.53 OF THE CURRENT TCEQ REGULATIONS IN

REGARD TO INSTALLATION METHOD, MATERIAL TYPE AND SEPARATION DISTANCE BETWEEN

WATER MAINS AND WASTEWATER COLLECTION FACILITIES.

11. IF CULTURAL MATERIALS ARE ENCOUNTERED DURING CONSTRUCTION, WORK SHALL

IMMEDIATELY CEASE IN THE AREA OF DISCOVERY. WORK MAY CONTINUE IN THE PROJECT AREA

WHERE NO CULTURAL MATERIALS ARE PRESENT. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY

THE OWNER AND THE TEXAS HISTORICAL COMMISSION AT (512) 463-6100.

12. CONTRACTOR SHALL PROTECT EXISTING TREES ALONG THE PROJECT ROUTE TO THE EXTENT

PRACTICAL. CLEARING OF TREES ALONG THE PROJECT ROUTE SHALL ONLY BE CONDUCTED

BETWEEN SEPTEMBER 1 AND FEBRUARY 28 AND MUST BE APPROVED BY THE OWNER PRIOR TO

REMOVAL. COORDINATE REMOVAL AND TRIMMING WITH OWNER PRIOR TO WORK.

13. ALL DIMENSIONS ARE TO BE VERIFIED BY THE CONTRACTOR. HORIZONTAL OR VERTICAL

ALIGNMENT CHANGES ARE TO BE APPROVED BY THE OWNER.

14. ANY RELOCATION OF AN EXISTING UTILITY NOT SHOWN ON THE DRAWINGS, WHETHER

TEMPORARY OR PERMANENT, SHALL BE APPROVED BY THE OWNER PRIOR TO RELOCATION AND

SHALL CONFORM TO ALL APPLICABLE GOVERNING STANDARDS AND SPECIFICATIONS.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIALS

AND EQUIPMENT STORED ON OR OFF THE JOB-SITE IN A SAFE AND WORKMAN-LIKE MANNER,

DURING AND AFTER WORKING HOURS, UNTIL JOB COMPLETION.

16. CONTRACTOR SHALL PREPARE AND SUBMIT A SCHEDULE FOR ALL PHASES OF CONSTRUCTION AND

PROVIDE AN UPDATED SCHEDULE FOLLOWING ANY SIGNIFICANT DEVIATION FROM THE

SCHEDULE.

17. CONTRACTOR SHALL SCHEDULE AND COORDINATE WORK WITH OWNER AS FAR IN ADVANCE AS

PRACTICAL TO MINIMIZE DISTURBANCES TO RESIDENTS AND BUSINESSES ALONG THE PROJECT

ROUTE.

18. THE OWNER WILL DESIGNATE LOCATIONS ALONG THE PROJECT ROUTE FOR CONTRACTOR'S USE IN

STORAGE AND STAGING EQUIPMENT AND MATERIALS.

19. CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT OR PLACE EXCESS EXCAVATED

MATERIAL ON PRIVATE PROPERTY WITHOUT PRIOR WRITTEN AGREEMENT WITH THE PROPERTY

OWNER.

20. CONTRACTOR SHALL REPLACE TOPSOIL AND RESEED ALL AREAS DISTURBED BY CONSTRUCTION

ACTIVITIES AND NOT SPECIFIED FOR OTHER SURFACE REPLACEMENT.

21. CONTRACTOR SHALL RESTORE PAVEMENT TO AS GOOD OR BETTER THAN THE CONDITION PRIOR

TO CONSTRUCTION, TO THE SATISFACTION OF THE OWNER.

22. CONTRACTOR SHALL REVIEW GEOTECHNICAL BORE LOGS AND BECOME FAMILIAR WITH LOCAL UNDERGROUND CONDITIONS EXPECTED TO BE ENCOUNTERED ON THIS PROJECT. ALL EXCAVATION IS CONSIDERED “UNCLASSIFIED” AND IS SUBSIDIARY TO THE VARIOUS BID ITEMS OF THE PROJECT.

23. CONTRACTOR SHALL PROVIDE SHEETING, SHORING AND BRACING AS NECESSARY TO

ADEQUATELY PROTECT WORKMEN AND EXISTING STRUCTURES AND UTILITIES DURING ALL

PHASES OF CONSTRUCTION IN ACCORDANCE WITH OSHA REQUIREMENTS.

24. CONTRACTOR SHALL COVER OPEN EXCAVATIONS IN TRAFFICKED AREAS WITH ANCHORED ½”

STEEL PLATES DURING NON-WORKING HOURS. OPEN EXCAVATIONS IN NON-TRAFFICKED AREAS

SHALL BE OTHERWISE PROTECTED.

25. USE APPROPRIATE COMPACTION EQUIPMENT FOR THE TYPE OF SOIL ENCOUNTERED. CLAY

BACKFILLS NORMALLY REQUIRE CONSOLIDATED BY SHEEP'S-FOOT ROLLER WHEREAS SAND AND

GRAVEL CAN BE COMPACTED WITH VIBRATORY EQUIPMENT. THE OWNER MAY REJECT SPECIFIC

TYPES OF EQUIPMENT ON SITE AS SOIL CONDITIONS MAY VARY AND AS LOCATION WARRANTS (IE.

PROXIMITY TO EXISTING STRUCTURES).

26. IF GROUND WATER IS ENCOUNTERED THE CONTRACTOR SHALL USE PUMPS AND/OR WELL POINTS

TO DEWATER THE AREA TO ALLOW UNDERGROUND CONSTRUCTION. COST OF DEWATERING SHALL

BE INCLUDED IN THE UNIT BID FOR INSTALLATION OF PROPOSED LINE OR STRUCTURE.

27. CONTRACTOR SHALL TEST MATERIALS TO BE USED FOR BACKFILLING AND ADJUST MOISTURE

CONTENT TO SPECIFIED LEVELS BY ADDING WATER OR DRYING SOILS AS NECESSARY AND AS

SPECIFIED.

28. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING CONSTRUCTION MATERIALS TESTING

THROUGH THE DESIGNATED FIELD REPRESENTATIVE 24 HOURS PRIOR TO TESTING. CONTRACTOR IS

RESPONSIBLE FOR ADHERING CLOSELY TO TESTING SCHEDULE TO AVOID ANY DELAYS IN THE

FIELD.

29. CONTRACTOR SHALL VERIFY THAT BENCH MARKS HAVE NOT BEEN DISTURBED AND NOTIFY THE

OWNER IMMEDIATELY UPON IDENTIFICATION OF A POTENTIAL ISSUE.

30. CONTRACTOR SHALL MINIMIZE THE GENERATION OF NUISANCE DUST BY WATERING AND/OR

SWEEPING AS NEEDED.

31. CONTRACTOR SHALL FOLLOW ALL CITY ORDINANCES REGARDING NOISE AND ENVIRONMENTAL

IMPACTS.

32. CONTRACTOR SHALL KEEP ACCURATE RECORDS OF AS-BUILT CONDITIONS AND PROVIDE TO THE

ENGINEER TO AID IN THE PREPARATION OF AS-BUILT RECORD DRAWINGS. AS-BUILT RECORD

DRAWINGS WILL BE PROVIDED TO THE OWNER FOLLOWING COMPLETION OF ALL CONSTRUCTION.

33. CONTRACTOR SHALL PROVIDE TO THE OWNER ALL MATERIAL AND EQUIPMENT OPERATION AND MAINTENANCE (O&M) MANUALS, SPARE PARTS LISTS, ETC., AS RECOMMENDED BY THE EQUIPMENT MANUFACTURERS AND REQUIRED BY THE PROJECT DOCUMENTS, PRIOR TO FINAL ACCEPTANCE OF

THE WORK.

34. SEWER MAINS SHALL BE MARKED UNDER THE GROUND SURFACE TWO FEET ABOVE THE PIPE BY

PLACING A 2'' METALIZED TAPE WITH THE WORD “SEWER” PRINTED ON THE TAPE.

LIMITS OF CONSTRUCTION

1. CONTRACTOR SHALL TAKE PHOTO/VIDEO EVIDENCE OF EXISTING CONDITIONS OF THE PROJECT

SITE AREA PRIOR TO CONSTRUCTION AND SUBMIT TO THE OWNER PRIOR TO MOBILIZATION OF

EQUIPMENT OR MATERIALS.

2. LIMIT OPERATIONS TO WITHIN THE CONFINES OF THE CONSTRUCTION WORK LIMITS SHOWN ON

THE DRAWINGS AND DESIGNATED BY THE OWNER.

3. LIMIT THE STORAGE OF EQUIPMENT, MATERIALS, STOCK PILES, ETC. TO ONE (1) CONSTRUCTION WEEK ALONG CONSTRUCTION ROUTE WITHIN THE PUBLIC RIGHT OF WAY. STORAGE LONGER THAN

ONE (1) WEEK SHALL BE LOCATED IN OWNER DESIGNATED AREAS.

4. WHEN TUNNELING OR BORING IS SHOWN IN PLANS, ACCESS (OPEN CUT) FROM SURFACE IS

PROHIBITED. THE EXCEPTION TO THIS RESTRICTION IS FOR EMERGENCY SITUATIONS WHERE

ACTION IS REQUIRED TO SAFE GUARD THE WORK IN PROGRESS OR OTHER EXISTING UTILITIES. IN

THIS CASE, THE OWNER IS TO BE IMMEDIATELY NOTIFIED OF ADDITIONAL TRAFFIC CONTROL

PROCEDURES AND ANY OTHER NECESSARY ACTIONS THAT WILL BE TAKEN UNTIL THE SITUATION

HAS BEEN RECTIFIED.

TRAFFIC NOTES

1. CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL PLAN (TCP) FOR CONSTRUCTION.

IMPLEMENTATION AND MAINTENANCE OF TRAFFIC CONTROLS SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR THROUGHOUT CONSTRUCTION.

2. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH

THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD), LATEST EDITION,

DURING CONSTRUCTION.

3. WHEN APPLICABLE, CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING CONTINUOUS SIGNAL

OPERATION AT SIGNALIZED INTERSECTIONS, FOR ADJUSTING AND/OR RELOCATING EXISTING

TRAFFIC SIGNAL EQUIPMENT OR PROVIDING, INSTALLING, AND MAINTAINING TEMPORARY SIGNAL

EQUIPMENT AS NEEDED FOR CONSTRUCTION AND TO PROVIDE LINE-OF-SIGHT SIGNAL

INDICATIONS, AND FOR IMMEDIATELY REPLACING AND/OR REPAIRING ANY TRAFFIC SIGNAL

EQUIPMENT, CABLES, OR CONDUIT THAT IS CUT OR DAMAGED.

4. THE CONSTRUCTION WARNING SIGNS AND END OF CONSTRUCTION SIGNS SHALL BE PLACED AT

PROJECT LIMITS AND SHALL REMAIN IN PLACE THROUGHOUT THE DURATION OF THE

CONSTRUCTION.

5. CONTRACTOR SHALL MAINTAIN TRAFFIC IN EACH DIRECTION BY MEANS OF FLAGMEN OR DETOUR.

6. CONTRACTOR SHALL PROVIDE AND MAINTAIN PEDESTRIAN SAFETY FENCES AND BARRICADES AT

ALL TIMES AT EACH SITE WHERE PEDESTRIAN TRAFFIC IS EVIDENT.

7. CONTRACTOR SHALL PROMPTLY PLACE AND MAINTAIN TEMPORARY COLD-MIX PAVING ON

PAVEMENT CUTS RELEASED TO GENERAL TRAFFIC UNTIL FINAL PAVEMENT IS PLACED.

8. CONTRACTOR MUST NOTIFY BUSINESSES AND RESIDENTS IMPACTED BY CONSTRUCTION AT LEAST

ONE WEEK PRIOR TO CONSTRUCTION START IN THEIR AREA.

9. A NOTICE, PREPARED BY THE CONTRACTOR AND APPROVED BY THE OWNER, SHALL BE HAND

DELIVERED BY THE CONTRACTOR TO ALL RESIDENTS AND BUSINESSES WITHIN THE VICINITY OF CONSTRUCTION NOTIFYING THEM OF THE PROPOSED CONSTRUCTION AND POSSIBLE DISRUPTIONS IN SERVICE TO WATER, SEWER, ROADS, ACCESS, ETC. NOTICE SHALL INCLUDE DATES OF WORK

AND NUMBERS TO CONTACT IN CASE OF ANY QUESTIONS.

10. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNERS TO DETERMINE AN APPROPRIATE

TIME TO CROSS DRIVEWAYS AND PROVIDE ALTERNATE MEANS OF ACCESS DURING

CONSTRUCTION ACTIVITIES IN ONE OR MORE OF THE FOLLOWING METHODS: (1) ANCHORED ½”

STEEL PLATES (2) BACKFILLING IMMEDIATELY AFTER CONSTRUCTION AND PLACING CALICHE

SURFACE FOR TEMPORARY DRIVEWAY PURPOSES. COST FOR NOTIFICATIONS AND MAINTAINING

ACCESS SHALL BE CONSIDERED INCIDENTAL TO THE VARIOUS BID ITEMS.

DRAINAGE NOTES

1. CONTRACTOR SHALL PREPARE AND SUBMIT A STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) FOR ALL PHASES OF CONSTRUCTION. IMPLEMENTATION AND MAINTENANCE OF

STORMWATER CONTROLS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THROUGHOUT

CONSTRUCTION.

2. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY

DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO

THE SATISFACTION OF THE OWNER.

3. NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG NATURAL

DRAINAGE WAYS, UNLESS SPECIFICALLY AUTHORIZED BY OWNER IN WRITING.

WATER LINE (WHERE APPLICABLE)

1. ALL WATER LINES SHOWN IN APPROXIMATE LOCATION. CONTRACTOR TO FIELD VERIFY EXACT

LOCATION.

2. WATER LINES DESIGNATED TO REMAIN IN-SERVICE SHALL BE PROTECTED BY THE CONTRACTOR

FROM CONSTRUCTION ACTIVITIES.

3. REPAIR EXISTING LINES DAMAGED DURING CONSTRUCTION WITH LIKE MATERIALS. NO

ADDITIONAL PAY.

4. UNLESS NOTED ON STANDARD DETAILS, DUCTILE IRON FITTINGS SHALL BE MEASURED AND

PAID SUBSIDIARY TO THE PRICE BID FOR THE APPLICABLE MAIN WATER LINE.

ELECTRICAL NOTES (WHERE APPLICABLE)

1. WARNING: OVERHEAD LINES MAY EXIST ON THE PROPERTY. SINCE THEY ARE CLEARLY VISIBLE

THEY MAY NOT HAVE BEEN MARKED ON THE PLANS. THE CONTRACTOR SHOULD LOCATE ALL

OVERHEAD UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, FORBIDS ALL

ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD

HIGH VOLTAGE LINES. CONTRACTORS ARE LEGALLY RESPONSIBLE FOR SAFETY AND

CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL

LIABILITY. LOCATION OF AEP FACILITIES ARE APPROXIMATE AND HAVE NOT BEEN VERIFIED BY

AN ACTUAL FIELD CHECK.

2. HAND DIG WITHIN ONE (1) FOOT OF UNDERGROUND CONDUIT OR CABLE.

GAS NOTES (WHERE APPLICABLE)

1. CAUTION: UNDERGROUND GAS FACILITIES: LOCATION OF GAS LINES (TO INCLUDE UNIT GAS TRANSMISSION, AND/OR INDUSTRIAL GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN

IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. THE

CONTRACTOR SHALL CONTACT TEXAS ONE-CALL AT 1-800-245-4545 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. THE CONTRACTOR SHALL

DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK AND AGREE TO BE FULLY

RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE

THESE UNDERGROUND FACILITIES.

2. HAND DIG WITHIN ONE (1) FOOT OF UNDERGROUND GAS LINES.

TELEPHONE (WHERE APPLICABLE)

1. THE LOCATIONS OF TELEPHONE CO. UTILITIES ARE SHOWN IN AN APPROXIMATE LOCATION ONLY.

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK.

CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE

OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND

UTILITIES.

2. HAND DIG WITHIN ONE (1) FOOT OF UNDERGROUND CONDUIT CABLE SYSTEMS OR MANHOLES.

3. COORDINATE ANY CONFLICT WITH TELEPHONE COMPANY REPRESENTATIVES AND PROVIDE

NECESSARY SUPPORT FOR TELEPHONE CABLE AS INSTRUCTED BY TELEPHONE COMPANY NO

SEPARATE PAYMENT WILL BE MADE FOR SUCH WORK.

UTILITY NOTE

1. THE EXISTING UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY

INFORMATION AND EXISTING RECORD DRAWINGS. THE ENGINEER/SURVEYOR MAKES NO

GUARANTEE THAT UNDERGROUND UTILITIES SHOWN OR NOTED COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE, OR ABANDONED. THE ENGINEER/SURVEYOR HAS NOT PHYSICALLY LOCATED ANY UNDERGROUND UTILITIES SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

PROVIDE PROPER NOTIFICATION TO THE INSPECTOR OF CONSTRUCTION/GRADING/PAVING

ACTIVITIES PRIOR TO BEGINNING THE PROJECT AND TO FOLLOW ALL APPLICABLE TEXAS

EXCAVATION SAFETY SYSTEM RULES TO AVOID UTILITY DISRUPTION. REFER TO TEXAS811 NOTE.

2. LOCATIONS OF UNDERGROUND UTILITIES ARE NOT SHOWN ON THE PLANS. CONTRACTOR SHALL

PRE-LOCATE ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WORK BY WHATEVER MEANS

NECESSARY (METAL DETECTION, EXCAVATION, SURVEY).

3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING

WORK.

4. CONTRACTOR SHALL APPLY FOR AND RECEIVE A BARRICADE PERMIT FROM TRAFFIC

ENGINEERING FEES WILL BE WAIVED. UPON APPROVAL, IT IS STILL THE CONTRACTOR'S

RESPONSIBILITY TO MAINTAIN COMPLIANCE WITH THE TEXAS MUTCD STANDARDS DURING

CONSTRUCTION.

5. CONTRACTOR SHALL NOTIFY PROPERTY OWNERS 72 HOURS BEFORE PERFORMING ANY WORK

THAT WILL AFFECT THE OWNERS ACCESS TO PROPERTY.

UTILITY PROTECTION

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH AND PROTECTING ANY

PUBLIC AND PRIVATE UTILITIES IN THE AREA.

TEXAS811 NOTE

1. CONTRACTOR SHALL CONTACT TEXAS811 BY DIALING 811 FOR UTILITY LOCATES NO LATER THAN

TWO FULL WORKING DAYS PRIOR TO COMMENCING GRADING/PAVING/CONSTRUCTION.

2. CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL COORDINATION WITH ALL PUBLIC AND PRIVATE UTILITY COMPANIES INCLUDING THE CITY OF LUBBOCK, AS THIS MAY BE NECESSARY

FOR THE TIMELY AND ORDERLY PROGRESSION OF THE CONTRACTOR'S WORK.

3. EXISTING UTILITIES ARE TO REMAIN IN SERVICE AT ALL TIMES. CONTRACTOR SHALL OBTAIN

WRITTEN APPROVAL FROM THE UTILITY OWNER AND SHALL SUBMIT WRITTEN APPROVAL TO THE

CITY ENGINEER PRIOR TO TAKING UTILITY OUT OF SERVICE.

4. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING NEEDS AND AS-BUILT SURVEYS, INCLUDING STATIONS AND ELEVATIONS.

5. PRIOR TO ANY CONSTRUCTION DIFFERENT FROM THIS PLAN, CALL CONSTRUCTION INSPECTION SUPERVISOR AT 806-548-4152 FOR AUTHORIZATION. ALL VARIANCES SHALL BE REQUESTED AND

APPROVED IN WRITTEN FORM.

6. THE CONTRACTOR SHALL INSTALL TRACER WIRE TO INDICATE THE LOCATION OF THE PIPE.

7. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY RELOCATION OF TRASH DUMPSTERS AND

RETURNING TO ORIGINAL LOCATION AT CONTRACTOR'S OWN EXPENSE, WITHOUT ADDITIONAL

COMPENSATION.

8. BEFORE RETAINAGE WILL BE PAID CONTRACTOR SHALL PROVIDE THE CITY A SET OF AS BUILT

PLANS WITH AS BUILT ELEVATIONS FOR EVERY ELEVATION SHOWN ON THE PLANS. THIS WORK

SHALL BE SUBSIDIARY TO THE VARIOUS BID ITEMS.

9. PROPOSED UTILITY LOCATIONS ARE IN COMPLIANCE WITH TCEQ RULE 290.44 (E) (1). IF FIELD LOCATIONS OF EXISTING UTILITIES DIFFER FROM THE PLAN LOCATION AND VIOLATE RULE 290.44, THEN THE CONTRACTOR SHALL MODIFY THE LOCATION OF THE PROPOSED UTILITY LINE.

MODIFICATIONS SHALL NOT BE CAUSE FOR A CHANGE ORDER, AND WILL BE PAID IN ACCORDANCE

WITH UNIT PRICES IN CONTRACT.

10. THE PLANS DO NOT TAKE INTO ACCOUNT ELEVATION DIFFERENCES OF EXISTING LINES TO WHICH

THE NEW LINES WILL BE CONNECTED. THE CONTRACTOR SHALL PROVIDE ALL FITTINGS,

APPURTENANCES AND PIPE SHALL BE TO COMPENSATE FOR SUCH UNKNOWNS WITHIN THE UNIT

PRICE OF PIPING AND FITTINGS. FOR PAYMENT PURPOSES ALL DISTANCES AND LENGTHS OF

PIPING, TUBING, TRENCHING & DIRECTIONAL DRILLING SHALL BE MEASURED AS HORIZONTAL

REGARDLESS OF VARIATIONS IN PIPE ELEVATIONS NECESSARY TO INSTALL.

11. IN PAVED AREAS, FOR ALL VALVES TO BE CLOSED AND ABANDONED, THE CONTRACTOR SHALL REMOVE VALVE BOXES, FILL THEM WITH CEMENT STABILIZED MATERIAL TO WITHIN 2 INCHES OF SURFACE. TOP 2 INCHES SHALL BE HMAC IF SURROUNDING PAVEMENT IS ASPHALT OR CONCRETE

IF SURROUNDING PAVEMENT IS CONCRETE.

12. ALL DOMESTIC WATER SERVICE CONNECTIONS AND WATER METERS SHALL BE A MINIMUM OF 1"

IN SIZE UNLESS OTHERWISE NOTED, LINE SIZE SHALL MATCH THE WATER METER SIZE.

13. SEWER SERVICE SHALL BE A MINIMUM OF 4" IN SIZE. SIZE ON SIZE SEWER SERVICE CONNECTIONS

SHALL NOT BE ALLOWED.

SWPPP:

1. LESS THAN 1 ACRE - MS4 ONLY

SINCE TOTAL LAND DISTURBANCE IS LESS THAN ONE ACRE AT A GIVEN TIME, TPDES CGP AND SWP3

REQUIREMENTS DO NOT APPLY. HOWEVER, BMP'S ARE RECOMMENDED ONSITE, ESPECIALLY

SURROUNDING SENSITIVE MS4 FEATURES. PER CITY OF LUBBOCK ORDINANCE 22.11, THE CITY OF LUBBOCK RETAINS THE AUTHORITY TO REQUIRE A SWP3 AND INSTALLATION OF BMP'S IF SITE(S) IS

DISCHARGING EXCESS POLLUTANTS INTO MSA.

2. 1 - 4.99 ACRES - SMALL CONSTRUCTION SITE

• PREPARE AND SUBMIT SWP3 TO CITY OF LUBBOCK NO LATER THAN 7 DAYS PRIOR TO

COMMENCEMENT OF LAND DISTURBANCE; MUST BE SUBMITTED THROUGH CSS PORTAL FOUND AT

LUBBOCKSTORMWATER.ORG/

• SWP3 MUST BE PREPARED TO TCEQ AND CGP STANDARDS

• INCLUDE COMPLETED CITY OF LUBBOCK COVER PAGE

• CITY OF LUBBOCK PROJECT - REVIEW FEE WILL BE WAIVED

• SUBMIT AND POST SMALL CONSTRUCTION SITE NOTICE FOR VIEWING AT CONSTRUCTION SITE

• INSTALL AND MAINTAIN BMP'S PER MANUFACTURERS SPECIFICATIONS

3. 5 - 9.99 ACRES - LARGE CONSTRUCTION SITE

• PREPARE AND SUBMIT SWP3 TO CITY OF LUBBOCK NO LATER THAN 7 DAYS PRIOR TO

COMMENCEMENT OF LAND DISTURBANCE; MUST BE SUBMITTED THROUGH CSS PORTAL FOUND AT

LUBBOCKSTORMWATER.ORG

• SWP3 MUST BE PREPARED TO TCEQ AND CGP STANDARDS

• INCLUDE COMPLETED CITY OF LUBBOCK COVER PAGE

• SUBMIT NOTICE OF INTENT (NOI) THROUGH TCEQ STEERS WEBSITE:

HTTP://WWW3.TCEQ.TEXAS.GOV/STEERS/

• CONTACT CITY OF LUBBOCK TO DECLARE OPERATOR ROLES ON TCEQ PERMITS

• CITY OF LUBBOCK PROJECT - REVIEW FEE WILL BE WAIVED

• SUBMIT AND POST LARGE CONSTRUCTION SITE NOTICE FOR VIEWING AT CONSTRUCTION SITE

• INSTALL AND MAINTAIN BMP'S PER MANUFACTURERS SPECIFICATIONS

4. 10 > ACRES - LARGE CONSTRUCTION SITE

• PREPARE AND SUBMIT SWP3 TO CITY OF LUBBOCK NO LATER THAN 7 DAYS PRIOR TO

COMMENCEMENT OF LAND DISTURBANCE; MUST BE SUBMITTED THROUGH CSS PORTAL FOUND AT

LUBBOCKSTORMWATER.ORG

• SWP3 MUST BE PREPARED TO TCEQ AND CGP STANDARDS

• INCLUDE COMPLETED CITY OF LUBBOCK COVER PAGE

• SUBMIT NOTICE OF INTENT (NOI) THROUGH TCEQ STEERS WEBSITE:

HTTP://WWW3.TCEQ.TEXAS.GOV/STEERS/

• CONTACT CITY OF LUBBOCK TO DECLARE OPERATOR ROLES ON TCEQ PERMITS

• CITY OF LUBBOCK PROJECT - REVIEW FEE WILL BE WAIVED

• SUBMIT AND POST LARGE CONSTRUCTION SITE NOTICE FOR VIEWING AT CONSTRUCTION SITE

• INSTALL AND MAINTAIN BMP'S PER MANUFACTURERS SPECIFICATIONS

• SEDIMENTATION BASIN REQUIREMENT(S) MUST BE MET FOR THE DURATION OF PROJECT

COORDINATION AND EMERGENCY NUMBERS

THE FOLLOWING NUMBERS ARE INCLUDED FOR THE

CONTRACTOR'S CONVENIENCE

C.O.L. WATER UTILITIES 806-775-3161

CONSTRUCTION INSPECTION 806-548-4152

SUPERVISOR

SUDDENLINK COMMUNICATIONS 806-771-6229

806-771-6211

ATMOS ENERGY 1-800-692-4694

806-548-1895 806-893-3561

LUBBOCK POWER AND LIGHTS 806-775-2579

806-790-7243

AT&T 1-800-286-8313

806-790-7243

C.O.L. TRAFFIC ENGINEERING 806-775-2132

EMERGENCY CONTACT 806-775-2816

VEXUS 806-577-6059

http://www.e-ht.com AutoCAD SHX Text 96645

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O U

OUOUOUOUOUOUOUOUOUOUOU

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G

MANHOLE

RIM: 3180.04

INV: 3171.17 (IN-E)

INV: 3170.95 (IN-S)

INV:3170.90 (OUT-N)

MANHOLE

RIM:3160.98

INV:3155.37 (IN-S)

INV: 3155.41(IN-E)

INV:3152.32 (OUT-N)

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RIM:3162.30

INV:3141.47 BOTTOM

SS

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0+

1+00 2+00 3+00 4+00 5+00

6+

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SEWER CROSSING

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PROPOSED

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EXPECTED PATH OF

EXISTING GAS LINE

PROPOSED

MANHOLE

OAK AVENUE

OAK AVENUE

E A

S T th

S T

R E

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INSTALL 78 SQ YD OF

ASPHALT REPAIR ( PER

DETAIL SHEET 12, TYP)

INSTALL 45 SQ YD OF

ASPHALT REPAIR (PER

DETAIL SHEET 12, TYP)

INSTALL 750 LF OF 8"

HDPE DR-13.5 FORCE MAIN

BY OPEN CUT

23.3'

EXISTING 8"

SEWER LINE

EXISTING 30"

SEWER LINE

MATCH LINE 7+28

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

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

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PROPOSED LIFT STATION

GAS CROSSING

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EXISTING GROUND

PROPOSED 8" FORCE MAIN

30" SEWER CROSSING

A

REVISIONNO.

DATE

B C D

A B C D

E F

B. MCGIFF

DRAWN BY

CHECKED BY

DESIGNED BY

G

06/24/2025

DATE

SCALE

H I

SHEET No.

PROJECT NO.:

E F G

H I

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON

THIS SHEET. ADJUST

SCALES ACCORDINGLY.

0 1

CITY OF LUBBOCK

NORTHEAST SANITARY SEWER INTERCEPTOR LINE

INTERMEDIATE LIFT STATION

S. DILLER

P:

\P ro je ct s\

Lu bb oc k, C ity o f\8

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Enprotec | Hibbs & Todd 402 Cedar Street • Abilene, Texas 79601 • T: (325) 698-5560 • F: (325) 690-3240 • www.e-ht.com

PE Firm Registration No. 1151 • PG Firm Registration No. 50103 • RPLS Firm Registration No. 10011900

J. PARKER

Z. MORPHEW

06/24/2025

PLAN AND PROFILE 03 OF 18

HOR: 1" = 30'

VER: 1" = 5'

N

SCALE IN FEET

10 0 30 http://www.e-ht.com AutoCAD SHX Text 96645

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ASPHALT

ASPHALT

ASPHALT

CONCRETE

CONCRETE CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE CONCRETE

CONCRETE CONCRETE

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FIREHYDRANT

(BROKEN OFF)

W W W W W W W

7+00 8+00 9+00 10+00

11+00

12+00 13+00 14+00 15+00

WATER CROSSING

WATER CROSSING

(VERIFY DEPTH

PRIOR TO BORING)

GAS CROSSING

INSTALL 120 LF OF 8" HDPE DR

13.5 PIPE BY SLICK BORE

CONTRACTOR TO VERIFY

LOCATION OF GAS LINE

BY HYDRO EXCAVATION

BEGIN INSTALL 2,564

LF OF 8" HDPE FORCE

MAIN BY OPEN CUT

FIBER CROSSING INSTALL 8" AIR

RELEASE VALVE

(REFER TO DETAIL

FOR PLACEMENT)

EAST 8th STREET

IN

S

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L L

78 S Q

Y D

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A S

P H

A L

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A

IR

( P E

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T 12, T

Y P

INSTALL 334 SQ YD

OF ASPHALT REPAIR

INSTALL 334 SQ YD OF

ASPHALT REPAIR (PER

DETAIL SHEET 12, TYP)

INSTALL 750 LF OF 8"

HDPE DR-13.5 FORCE MAIN

BY OPEN CUT

.4

M A

R T

IN

L

K

IN

G B

O U

L E

V A

R D

EAST 8th STREET

EAST 8th STREET

30' x 10' BORE PIT

TO BE ASPHALT

REPAIRED

30' x 10'

LANDING PIT

TO BE ASPHALT

REPAIRED

M A

T C

H L

IN

E

M A

T C

H L

IN

E

4+

FORCE MAIN ALIGNMENT PROFILE

7+50 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00

7+50 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00

8" WATER CROSSING

30" WATER CROSSING

GAS CROSSING

FIBER CROSSING

INSTALL 120 LF OF 8"

HDPE DR 13.5 PIPE

BY SLICK BORE

EXISTING GROUND

PROPOSED 8" FORCE MAIN

.2

IN

V

EL

EV

.1

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A

REVISIONNO.

DATE

B C D

A B C D

E F

B. MCGIFF

DRAWN BY

CHECKED BY

DESIGNED BY

G

06/24/2025

DATE

SCALE

H I

SHEET No.

PROJECT NO.:

E F G

H I

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON

THIS SHEET. ADJUST

SCALES ACCORDINGLY.

0 1

CITY OF LUBBOCK

NORTHEAST SANITARY SEWER INTERCEPTOR LINE

INTERMEDIATE LIFT STATION

S. DILLER

P:

\P ro je ct s\

Lu bb oc k, C ity o f\8

- N E

In te rm ed ia te

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.d w g

Enprotec | Hibbs & Todd 402 Cedar Street • Abilene, Texas 79601 • T: (325) 698-5560 • F: (325) 690-3240 • www.e-ht.com

PE Firm Registration No. 1151 • PG Firm Registration No. 50103 • RPLS Firm Registration No. 10011900

J. PARKER

Z. MORPHEW

06/24/2025

PLAN AND PROFILE 04 OF 18

N

SCALE IN FEET

10 0 30

HOR: 1" = 30'

VER: 1" = 5'

http://www.e-ht.com AutoCAD SHX Text 96645

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OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU

MANHOLE

RIM:3187.28

INV:3178.90 (N)

INV:3178.65 (SE)

ASPHALT

ASPHALT

CONCRETE

CONCRETE CONCRETE

CONCRETE CONC.

ASPHALT

GRASS

ASPHALT EAST 8th STREET

R E

D B

U D

A V

E N

U E

S W

W W W W W W W W W W W W W W W W W W

SS

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W

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C E

A V

E N

U E

14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00

WATER CROSSING

SEWER CROSSING

INSTALL 8" AIR

RELEASE VALVE

(REFER TO DETAIL

FOR PLACEMENT)INSTALL 334 SQ YD OF

ASPHALT REPAIR (PER

DETAIL SHEET 12, TYP)

INSTALL 334 SQ YD

OF ASPHALT REPAIRINSTALL 334 SQ YD OF

ASPHALT REPAIR (PER

DETAIL SHEET 12, TYP)

INSTALL 334 SQ YD OF

ASPHALT REPAIR (PER

DETAIL SHEET 12, TYP)INSTALL 750 LF OF 8"

HDPE DR-13.5 FORCE MAIN

BY OPEN CUT

.4

INSTALL 750 LF OF 8"

HDPE DR-13.5 FORCE MAIN

BY OPEN CUTM

A T

C H

L

IN

E

4+

M A

T C

H L

IN

E

2+

FORCE MAIN ALIGNMENT PROFILE

15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50

15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50

6" WATER CROSSING

6" WATER CROSSING

8" SEWER CROSSING

EXISTING GROUND

INSTALL 8" AIR

RELEASE VALVE

PROPOSED 8" FORCE MAIN

.6

IN

V

EL

EV

.1

IN

V

EL

EV

.3

IN

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A

REVISIONNO.

DATE

B C D

A B C D

E F

B. MCGIFF

DRAWN BY

CHECKED BY

DESIGNED BY

G

06/24/2025

DATE

SCALE

H I

SHEET No.

PROJECT NO.:

E F G

H I

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON

THIS SHEET. ADJUST

SCALES ACCORDINGLY.

0 1

CITY OF LUBBOCK

NORTHEAST SANITARY SEWER INTERCEPTOR LINE

INTERMEDIATE LIFT STATION

S. DILLER

P:

\P ro je ct s\

Lu bb oc k, C ity o f\8

- N E

In te rm ed ia te

L S\

. C

A D

\7 . C

O N

ST

\4

. S H

EE

TS

\8

- 0

TH

R U

PL

A

N A

N D

P R

O

FI

LE

.d w g

Enprotec | Hibbs & Todd 402 Cedar Street • Abilene, Texas 79601 • T: (325) 698-5560 • F: (325) 690-3240 • www.e-ht.com

PE Firm Registration No. 1151 • PG Firm Registration No. 50103 • RPLS Firm Registration No. 10011900

J. PARKER

Z. MORPHEW

06/24/2025

PLAN AND PROFILE 05 OF 18

N

SCALE IN FEET

10 0 30

HOR: 1" = 30'

VER: 1" = 5'

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OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU

U

OU

OU OU OU OU OU OU OU OU OU

OU O

U

G

ASPHALT

ASPHALT

CONCRETE

CONCRETE

CONCRETE

CONC.

CONCRETE CONCRETE

CONCRETE

CONC.

ASPHALT

ASPHALT

EAST 8th STREET

U T

E A

V E

N U

E

V A

N D

A A

V E

N U

E

G

S

S S

S S

W W

W W

W W W W W W

WS

SS

MANHOLE

RIM:3189.78

INV:3184.25 CLAY (IN-E)

INV:3181.70 CLAY (IN-N)

INV:3181.62 CLAY (OUT-S)

SS

W W

SS

MANHOLE

RIM:3191.09

INV:3186.75 CLAY (IN-S)

INV:3185.33 CLAY (OUT-W)

W W W W W W W W W

22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00

SEWER CROSSING

WATER CROSSING SEWER CROSSING

WATER CROSSING

SEWER CROSSING

WATER CROSSING

INSTALL 334 SQ YD OF

ASPHALT REPAIR (PER

DETAIL SHEET 12, TYP)

INSTALL 334 SQ YD OF

ASPHALT REPAIR (PER

DETAIL SHEET 12, TYP) INSTALL 750 LF OF 8"

HDPE DR-13.5 FORCE MAIN

BY OPEN CUT

M A

T C

H L

IN

E

2+

M A

T C

H L

IN

E

9+

FORCE MAIN ALIGNMENT PROFILE

22+50 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00

22+50 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00

8" SEWER CROSSING

8" WATER CROSSING 6" WATER CROSSING

3" WATER CROSSING

6" SEWER CROSSING 6" SEWER CROSSING

3" WATER CROSSING

EXISTING GROUND

PROPOSED 8" FORCE MAIN

.7

IN

V

EL

EV

.9

IN

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EL

EV

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IN

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A

REVISIONNO.

DATE

B C D

A B C D

E F

B. MCGIFF

DRAWN BY

CHECKED BY

DESIGNED BY

G

06/24/2025

DATE

SCALE

H I

SHEET No.

PROJECT NO.:

E F G

H I

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON

THIS SHEET. ADJUST

SCALES ACCORDINGLY.

0 1

CITY OF LUBBOCK

NORTHEAST SANITARY SEWER INTERCEPTOR LINE

INTERMEDIATE LIFT STATION

S. DILLER

P:

\P ro je ct s\

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Enprotec | Hibbs & Todd 402 Cedar Street • Abilene, Texas 79601 • T: (325) 698-5560 • F: (325) 690-3240 • www.e-ht.com

PE Firm Registration No. 1151 • PG Firm Registration No. 50103 • RPLS Firm Registration No. 10011900

J. PARKER

Z. MORPHEW

06/24/2025

PLAN AND PROFILE 06 OF 18

N

SCALE IN FEET

10 0 30

HOR: 1" = 30'

VER: 1" = 5'

http://www.e-ht.com AutoCAD SHX Text 96645

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OU OU OU OU OU OU OU OU OU OU

U

OU OU OU

ASPHALT ASPHALT

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETECONCRETE

CONCRETE CONCRETE

CONCRETE

CONCRETE

CONCRETE CONCRETE CONCRETE CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONC. CONC.

CONC.

CONC.

ASPHALT

ASPHALT

EAST 8th STREET

Z E

N

IT

H A

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E

W A

L N

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A V

E N

U E

G G G

G

S S

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W

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W

W W W W W W W W W W W W W

BORE 3 - 20'

37+70

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

WATER CROSSING

WATER CROSSING

EXISTING 24"

ALTERNATIVE NE

INTERCEPTOR LINE

PROPOSED 5' FIBERGLASS MANHOLE

PROPOSED NORTH INVERT ELEVATION: 3177.91

PROPOSED WEST INVERT ELEVATION: 3184.50

EXITING ELEVATION: 3177.81

INSTALL 350 SQ YD OF

ASPHALT REPAIR (PER

DETAIL SHEET 12, TYP)

INSTALL 791 LF OF 8"

HDPE DR-13.5 FORCE

MAIN BY OPEN CUT

INSTALL 45 SQ YD

OF ASPHALT REPAIR

(PER DETAIL SHEET

12, TYP)

FORCE MAIN ALIGNMENT PROFILE

30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 38+50

30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 38+50

8" WATER CROSSING

10" WATER CROSSING

PROPOSED 5'

FIBERGLASS MANHOLE

RIM: 3193.55

CONNECT TO

PROPOSED MANHOLE

PER DETAIL SHEET 11

INV: 3184.50

EXISTING GROUND

PROPOSED 8" FORCE MAIN

.4

IN

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EL

EV

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IN

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IN

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IN

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IN

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EL

EV

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IN

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EL

EV

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IN

V

EL

EV

EXISTING 24"

ALTERNATIVE NE

INTERCEPTOR LINE

INV: 3177.81

A

REVISIONNO.

DATE

B C D

A B C D

E F

B. MCGIFF

DRAWN BY

CHECKED BY

DESIGNED BY

G

06/24/2025

DATE

SCALE

H I

SHEET No.

PROJECT NO.:

E F G

H I

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON

THIS SHEET. ADJUST

SCALES ACCORDINGLY.

0 1

CITY OF LUBBOCK

NORTHEAST SANITARY SEWER INTERCEPTOR LINE

INTERMEDIATE LIFT STATION

S. DILLER

P:

\P ro je ct s\

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Enprotec | Hibbs & Todd 402 Cedar Street • Abilene, Texas 79601 • T: (325) 698-5560 • F: (325) 690-3240 • www.e-ht.com

PE Firm Registration No. 1151 • PG Firm Registration No. 50103 • RPLS Firm Registration No. 10011900

J. PARKER

Z. MORPHEW

06/24/2025

PLAN AND PROFILE 07 OF 18

N

SCALE IN FEET

10 0 30 M

A T

C H

L

IN

E

9+

HOR: 1" = 30'

VER: 1" = 5'

http://www.e-ht.com AutoCAD SHX Text 96645

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O U

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S S

S

W W

W W

W W

W W

W W

W

S S

S S

S S

S S

S S

S

INSTALL 10' DIAMETER

FIBERGLASS WETWELL

INSTALL CONCRETE

VALVE VAULT

INSTALL 4" SUMP

OVERFLOW DRAIN

INSTALL 4" SCH 40 PVC AIR

RELEASE VALVE DRAIN LINE

INSTALL 24" PVC

GRAVITY LINE INSTALL 24" PVC

GRAVITY LINE

INSTALL 5' DIAMETER FIBERGLASS MANHOLE

ASSUMED RIM ELEVATION: 3155.00

ASSUMED INVERT ELEVATION: 3142.06

INSTALL 5' DIAMETER FIBERGLASS MANHOLE

ASSUMED RIM ELEVATION: 3155.00

ASSUMED INVERT ELEVATION: 3142.47

INSTALL 8"

FORCEMAIN

INSTALL

CONCRETE

DRIVEWAY

16' SLIDING GATE

3' MAN GATE

EXISTING 30"

GRAVITY SEWER LINE

REMOVE EXISTING

CURB AND SIDEWALK

FOR PROPOSED ENTRY

N: 7277402.7893 E: 957509.9539

N: 7277415.0816 E: 957522.9251

N: 7277413.8441 E: 957568.9770

ASPHALT REPAIR

INSTALL 7" THK CONCRETE PAD

INSTALL TXDOT

247 FLEX BASE OR

CRUSHED ASPHALT

O A

K A

V E

N U

E

39.5'

2'

STAINLESS STEEL AIR

VENT. REFER TO SHEET

10 FOR DETAIL

STAINLESS STEEL AIR

VENT. REFER TO SHEET

10 FOR DETAIL

CHAINLINK FENCE

5' 5'

A

REVISIONNO.

DATE

B C D

A B C D

E F

B. MCGIFF

DRAWN BY

CHECKED BY

DESIGNED BY

G

06/24/2025

DATE

SCALE

H I

SHEET No.

PROJECT NO.:

E F G

H I

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON

THIS SHEET. ADJUST

SCALES ACCORDINGLY.

0 1

CITY OF LUBBOCK

NORTHEAST SANITARY SEWER INTERCEPTOR LINE

INTERMEDIATE LIFT STATION

S. DILLER

P:

\P ro je ct s\

Lu bb oc k, C ity o f\8

- N E

In te rm ed ia te

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Enprotec | Hibbs & Todd 402 Cedar Street • Abilene, Texas 79601 • T: (325) 698-5560 • F: (325) 690-3240 • www.e-ht.com

PE Firm Registration No. 1151 • PG Firm Registration No. 50103 • RPLS Firm Registration No. 10011900

J. PARKER

Z. MORPHEW

06/24/2025

LIFT STATION SITE PLAN 08 OF 18

1" = 5'

N

SCALE IN FEET

2.5 0 5

GENERAL SITE PLAN NOTES:

1. SEWER LINE ELEVATIONS ARE ASSUMED.

CONTRACTOR MUST VERIFY ELEVATION OF

SEWER LINE BEFORE ORDERING LIFT STATION

EQUIPMENT.

http://www.e-ht.com AutoCAD SHX Text 96645

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SAGE DILLER

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3154.50

3153.99

3154.25 3154.47 3154.12

3154.573154.62

3153.66

3153.54

3154.50

3153.51

3154.00 3153.97

3154.50

3154.42

3154.48

3154.39SLAB ELEV. =

3154.50

-11.0%

-11.3%

-1 1.

1%

-1.8%

-6 .6

-4 .1

-1.4%

-4.6% -1.

4%

-0.9%

-1 6.

7%

3154.50

3154.50

-1 1.

1%

LIMITS OF GRADING

LIMITS OF GRADING

LIMITS OF GRADING

3154.031

.5

.0

.5

.5

3154.5

.0

PROPOSED SWALE LINE

O A

K A

V E

N U

E

BENCHMARK

POINT NUMBER 1

DESC: BM CP IRS

NORTHING: 7,277,061.15

EASTING: 957,521.43

ELEVATION: 3158.68

(REFER TO OVERALL

PROJECT LAYOUT SHEET 02)

3154.44

3154.50

3153.91

3154.34

ADA COMPLIANT CROSSING

CURB TRANSITION

CURB TRANSITION

5'

A

REVISIONNO.

DATE

B C D

A B C D

E F

B. MCGIFF

DRAWN BY

CHECKED BY

DESIGNED BY

G

06/24/2025

DATE

SCALE

H I

SHEET No.

PROJECT NO.:

E F G

H I

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON

THIS SHEET. ADJUST

SCALES ACCORDINGLY.

0 1

CITY OF LUBBOCK

NORTHEAST SANITARY SEWER INTERCEPTOR LINE

INTERMEDIATE LIFT STATION

S. DILLER

P:

\P ro je ct s\

Lu bb oc k, C ity o f\8

- N E

In te rm ed ia te

L S\

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A D

\7 . C

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.d w g

Enprotec | Hibbs & Todd 402 Cedar Street • Abilene, Texas 79601 • T: (325) 698-5560 • F: (325) 690-3240 • www.e-ht.com

PE Firm Registration No. 1151 • PG Firm Registration No. 50103 • RPLS Firm Registration No. 10011900

J. PARKER

Z. MORPHEW

06/24/2025

LIFT STATION PAVING

AND GRADING PLAN 09 OF 18

1" = 10'

N

GENERAL SITE GRADING NOTES

1. THE CONTRACTOR SHALL WATER THE SITE OR PROVIDE

OTHER SUITABLE METHODS FOR DIRT AND DUST CONTROL

DURING CONSTRUCTION.

2. CUT AND FILL SLOPES SHALL NOT EXCEED 3:1 UNLESS

OTHERWISE SPECIFIED.

3. STRIP, REMOVE, AND STOCKPILE ON SITE 4 TO 6 INCHES OF

TOPSOIL PER RECOMMENDATIONS OF THE SITE

GEOTECHNICAL REPORT.

4. GRADE SITE TO THE LINES AND GRADES SPECIFIED ON THE

SITE GRADING PLAN. ANY DISCREPANCIES NOTED ON THE

PLANS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION

OF THE ENGINEER. SITE GRADING WORK SHALL CEASE

UNTIL DISCREPANCY IS RESOLVED.

5. DISTURBED AREAS NOT DESIGNATED FOR LANDSCAPING OR

OTHER SURFACE TREATMENT SHALL BE GRADED TO DRAIN

AS SHOWN ON THE PLANS. REPLACE 4 TO 6 INCHES OF CLEAN

TOPSOIL IN THESE AREAS TO BRING SITE TO FINAL GRADE

AND RESEED.

6. EXISTING AND PROPOSED CONTOUR LINES ARE SHOWN AT

6-INCH INTERVALS.

7. EROSION CONTROL PLAN: THIS PROJECT/DEVELOPMENT IS

SUBJECT TO THE REQUIREMENTS OF THE TEXAS COMMISSION

ON ENVIRONMENTAL QUALITY (TCEQ) AND THE U.S.

ENVIRONMENTAL PROTECTION AGENCY (EPA) FOR A

STORMWATER POLLUTION PREVENTION PLAN (SWP3). THE

APPLICABLE SWP3 SHALL BE KEPT CURRENT ON SITE AT ALL

TIMES AND WILL BE SUBJECT TO REVIEW AT ANY TIME BY

THE CITY OF LUBBOCK UPON REQUEST. CONTRACTOR SHALL

SUBMIT COPIES OF THE CONSTRUCTION SITE NOTICE AND

THE NOTICE OF INTENT (NOI) FORMS TO THE CITY OF

LUBBOCK STORMWATER DIVISION. CONTACT 806-775-3118

FOR ADDITIONAL INFORMATION.

8. TESTING: ALL REQUIRED EARTHWORK TESTING SHALL BE

COMPLETED IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS. GENERAL CONTRACTOR SHALL RETAIN

THE SERVICES OF AN INDEPENDENT MATERIALS TESTING

LAB TO PERFORM ALL REQUIRED SOILS TESTING. COPIES OF

ALL TESTING REPORTS SHALL BE PROVIDED TO THE CIVIL

ENGINEER, GENERAL CONTRACTOR, AND ALL OTHER

PARTIES DEEMED NECESSARY.

a. PERFORM AT LEAST ONE PROCTOR TEST, ATTERBERG

LIMITS TEST, AND MINUS 200 SIEVE TEST FOR EACH SOIL

TYPE FOR SUBGRADE, BACKFILL, AND FILL MATERIALS.

b.IN PLACE DENSITY TESTS SHALL BE PERFORMED AS

FOLLOWS:

i. 1 PER 1,000 SF OF SUBGRADE ii.1 PER 1,000 SF OF COMPACTED 6” THICKNESS OF FILL

iii. 1 PER 2,500 SF OF BASE MATERIAL

iv. 1 PER 100 LF OF TRENCH PER 6” COMPACTED LIFT

THICKNESS

c. CONCRETE TESTING SHALL BE PERFORMED AS FOLLOWS:

i. 1 SLUMP, AIR CONTENT, TEMPERATURE TEST, AND 1 SET

OF 3 CONCRETE CYLINDERS FOR EACH TYPE OF

CONCRETE PER PLACE PER DAY. CYLINDERS SHOULD BE

TESTED FOR COMPRESSIVE STRENGTH WITH 1 OF THE

CYLINDERS TESTED AT 7 DAYS AND 2 OF THE CYLINDERS

TESTED AT 28 DAYS.

9. SITE ELEVATIONS ARE ASSUMED. CONTRACTOR TO VERIFY

SITE ELEVATIONS PRIOR TO LAYING DOWN CONCRETE.

SCALE IN FEET

5 0 10 http://www.e-ht.com AutoCAD SHX Text 96645

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SAGE DILLER

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D I

SS

PIPE SUPPORT,

PER DETAIL

INSTALL

4" CHECK

VALVE (TYP. 3)

INSTALL

8" GATE VALVE

INSTALL

8" FORCE MAIN

INSTALL 10' DIA

WET WELL

INSTALL

4" PLUG VALVE

(TYP. 3)

INSTALL

24" GRAVITY LINE

LIFT STATION PLAN

SCALE: 3/8" = 1'-0"

INSTALL

8" PLUG VALVE

INSTALL

4" x 8"

REDUCER

8' -0

8'-0"

INSTALL

8" QUICK

CONNECT

INSTALL

2" ARV

5' DIAMETER

MANHOLE

2' -6

45°

INSTALL

4" x 8"

REDUCER

INSTALL

PLUG VALVE

FLYGT NP 3153 SH 3~276

PUMP, 17 HP OR

APPROVED EQUAL

5' DIAMETER

MANHOLE

SECTION

NO SCALE

1' -0

4" FLANGE WITH

2" OUTLET

2" SCH 80 DI

FLANGE BALL

VALVE

INSTALL 2" AIR

RELEASE VALVE

(A.R.I. OR

APPROVED EQUAL)

2" SCH. 80 DI

DRAIN TO

CLEANOUT

4" SCH. 40 PVC

CLEANOUT

4" SCH. 40 PVC

DRAIN @ 1%

TO WET WELL

SURFACE

1' -0

4" MJ 90°

BEND

4" MJ 45°

BEND

4"x 8" MJ

REDUCER

4"x 8"

MJ WYE

4"x 8"

MJ WYE

8" MJ 90°

BEND

8" MJ 45°

BEND

8" MJ WYE

8" MJ WYE INSTALL

8" FORCE MAIN

2'-6" 2'-6"10'-0"

HIGH LEVEL

ALARM FLOAT

ELEV. 3141.95

LOW LEVEL CUTOFF ELEVATION

ELEV. 3136.00

LIFT STATION SECTION

SCALE: 3/8" = 1'-0"

ELEV. 3134.00

ELEV.

3155.00

PROPOSED

24" LINE

INV. 3141.95

4" FLxPE

90° BEND

INSTALL SEAL

RING ADAPTER

ALUMINUM

ACCESS DOOR

WITH…