11-04 - PLANS (5).pdf
PDF 9 MB Posted
- Attached to
- Lake Alan Henry Raw Waterline Cleaning
- Solicitation number
- RFP 26-19188-TF
- Issued by
- Henderson County, Texas
About this file
These engineering design documents detail the City of Lubbock's water infrastructure project for pigging and cleaning 50 miles of 42" and 48" raw water pipeline from Lake Alan Henry to the South Lubbock Water Treatment Plant. The project, scheduled for September 2025, involves comprehensive pipeline maintenance and cleaning, with detailed technical drawings covering multiple segments (Segment A, Segment B) and specific infrastructure components like pig launchers, booster pump stations, terminal storage reservoirs, and inlet structures. The design drawings include extensive technical specifications for pipeline routes, elevation profiles, valve details, and structural layouts across various stations and geographical points.
The project appears to be fully funded by the City of Lubbock and is part of a broader water supply infrastructure improvement initiative. The engineering documents, marked "FOR INFORMATION PURPOSES ONLY", suggest this is a preliminary or conceptual design phase, with precise implementation details yet to be finalized. The drawings indicate significant engineering complexity, involving precise elevation measurements, pipeline configurations, concrete support structures, and specialized equipment like pig launchers and receivers. The project encompasses multiple contracts (Contract A, B, and others) and involves intricate engineering considerations for water transmission infrastructure, including provisions for future expansion and detailed geographical mapping of the pipeline route.
View the file
Other files
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
150'
70'
R=30'42.93'
2077.05'208' 200.25'
41.91'
4686.29'
4668.93'
R=30'
70'
150'
41.96'R=30'R=30'42.9' 2476.71'
37.5'
40'
60' 40'
40'
40'
60'
65'
55'
55'
55'
55'
65'
37.5'
32'
32'
30 in%1-D-629
27 inPVC % 1-D-710
24 in%1-D-629
36 in
1-D-734
24 inSCRC%1-D-629
36 in
%1-D-734
48 in AWWA C303 112075 3-D-1187
48 in SCRC 11 2080 3-D-1192
TRA
E FM 1585
CR 2840
CR 2840
CR 2800
CR 2800
CR 7500
SOUTH WATER TREATMENT PLANT
150'
70'
R=30'42.93'
2077.05'208' 200.25'
41.91'
4686.29'
4668.93'
R=30'
70'
150'
41.96'R=30'R=30'42.9' 2476.71'
37.5'
40'
60' 40'
40'
40'
60'
65'
55'
55'
55'
55'
65'
37.5'
32'
32'
30 in%1-D-629
27 inPVC % 1-D-710
24 in%1-D-629
36 in
1-D-734
24 inSCRC%1-D-629
36 in
%1-D-734
48 in AWWA C303 112075 3-D-1187
48 in SCRC 11 2080 3-D-1192
TRA
E FM 1585
CR 2840
CR 2840
CR 2800
CR 2800
CR 7500
SOUTH WATER TREATMENT PLANT
48 in AWWA C303 112074 3-D-1186
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112075 3-D-1187
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
42 in AWWA C303 112073 3-D-1185
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
48 in AWWA C303 112074 3-D-1186
LOCATION
PIGGING AND CLEANING 50-MILES OF 42" AND 48" RAW WATER PIPELINE FROM
LAKE ALAN HENRY TO SOUTH LUBBOCK WATER TREATMENT PLANT
MAYOR
MARK W. McBRAYER
CITY COUNCIL
CHRISTY MARTINEZ-GARCIA, GORDON HARRIS, DAVID GLASHEEN,
BRAYDEN ROSE, DR. JENNIFER WILSON, TIM COLLINS
CITY MANAGER
W. JARRETT ATKINSON
VICINITY MAP
CITY ENGINEER
JOHN TURPIN, P.E.
ASSISTANT CITY ENGINEER
OF CAPITAL PROJECTS AND DESIGN
KERRY J. KOEHLER, P.E.
SEPTEMBER 2025
CITY OF LUBBOCK ENGINEERING
SOUTH LUBBOCK WATER
TREATMENT PLANT
POST BOOSTER STATION
LAKE ALAN HENRY
PUMP STATION
AutoCAD SHX Text
AutoCAD SHX Text
SPUR 327
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
IDALOU
AutoCAD SHX Text
TO
AutoCAD SHX Text To New Deal
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SLATON
AutoCAD SHX Text
TO
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WOLFFORTH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REESE VILLAGE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHALLOWATER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PIGGING AND CLEANING 50-MILES OF 42" AND 48" RAW WATER PIPELINE FROM LAKE ALAN HENRY TO SOUTH LUBBOCK
WATER TREATMENT PLANT
DRAWING #
3-D-2185
LEGEND
GENERAL NOTES
G-101
RE
VI
SI
ON
S
DR
AW
IN
G:
L
AK
E
AL
AN
.d w g
P
RI
NT
ED
9/
/2
8:
A M
INDEX OF DRAWING SHEETS
G-000 COVER
G-101 GENERAL NOTES
C-101 A & B WATER LINE PLAN VIEW
UTILITY PROTECTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH AND PROTECTING ANY PUBLIC AND
PRIVATE UTILITIES IN THE AREA
LIMITS OF CONSTRUCTION:
CONTRACTOR SHALL LIMIT OPERATIONS TO WITHIN THE CONFINES OF THE WORK
LIMITS SHOWN ON THE PLANS.
CONTRACTOR SHALL CONTACT TEXAS811 BY DIALING 811 FOR UTILITY LOCATES NO LATER THAN TWO
FULL WORKING DAYS PRIOR TO COMMENCING GRADING/PAVING/CONSTRUCTION.
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.
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.
TEXAS811 NOTE:
GENERAL NOTES:
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.
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.
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.
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.
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.
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.
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.
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.
COORDINATION AND EMERGENCY NUMBERS
THE FOLLOWING NUMBERS ARE INCLUDED FOR THE CONTRACTOR'S CONVENIENCE
C.O.L. ENGINEERING (MAIN) 806-775-2347
C.O.L. WATER UTILITIES 806-775-3161
CONSTRUCTION INSPECTION 806-548-4152
SUPERVISOR
OPTIMUM 806-771-6229
806-771-6211
ATMOS ENERGY 1-800-692-4694
806-548-1895
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
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.
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).
CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING WORK.
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.
CONTRACTOR SHALL NOTIFY PROPERTY OWNERS 72 HOURS BEFORE PERFORMING ANY WORK THAT WILL
AFFECT THE OWNERS ACCESS TO PROPERTY.
CONTRACTOR SHALL ENSURE THAT ADEQUATE DRAINAGE IS MAINTAINED WITHIN THE PROJECT CORRIDOR
AT ALL TIMES DURING CONSTRUCTION.
UTILITY NOTE:
CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING NEEDS, INCLUDING STATIONS
AND ELEVATIONS.
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.
THE CONTRACTOR SHALL INSTALL TRACER WIRE TO INDICATE THE LOCATION OF THE PIPE.
THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY RELOCATION OF TRASH DUMPSTERS AND
RETURNING TO ORIGINAL LOCATION AT CONTRACTOR'S OWN EXPENSE, WITHOUT ADDITIONAL
COMPENSATION.
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.
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.
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.
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.
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.
SEWER SERVICE SHALL BE A MINIMUM OF 4" IN SIZE. SIZE ON SIZE SEWER SERVICE CONNECTIONS
SHALL NOT BE ALLOWED.
SITE SPECIFIC GENERAL NOTES:
EXISTING ASPHALT SURFACING REMOVED DURING CONSTRUCTION SHALL BE SALVAGED AND DELIVERED TO 8425 NORTH AVENUE P. THE CONTRACTOR SHALL COORDINATE WITH THE STREET MAINTENANCE SUPERVISOR
BY CALLING 806-775-2358.
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
SWPPP:
J.O. 125054 C.I.P.# 8692.9241.30000
DESIGNED BY: ZF/ZM
DRAWN BY: OT
CHECKED BY: JT
SCALE: N.T.S.
DATE: 9/23/2025
G-3 G-4 G-5 G-7 G-3 G-4
HYDRAULIC GRADE LINE 0+00 - 380+00
HYDRAULIC GRADE LINE 380+00 - 770+00
HYDRAULIC GRADE LINE 770+00 - POST
BORING LOCATIONS LAH - POST
HYDRAULIC GRADE LINE POST - 400+00
HYDRAULIC GRADE LINE 400+00 - STHLND PUMP STATION
BORING LOCATION POST - STHLND BPSG-6
G-3 HYDRAULIC GRADE LINE STHLND PUMP STATION - 500+00
HYDRAULIC GRADE LINE 500+00 - TERMINAL STORAGE RESERVOIRG-4
G-6 C-10 C-20 C-22
BORE LOCATIONS STH PUMP - TERMINAL STORAGE
LAH BOOSTER PUMP STATION 42" PIG LAUNCHER RECEIVER DET.
POST BOOSTER PUMP STATION OVERALL LAYOUT & SITE PLAN
POST BOOSTER PUMP STATION GRADING & DRAINAGE PLAN
LAH WATER SUPPLY PROJECT CONTRACT D
C-29 POST BOOSTER PUMP STATION YARD PIPING PB - YP4
C-30 C-31 C-110
POST BOOSTER PUMP STATION 42" PIG LAUNCHER RETRIEVER DET.
POST BOOSTER PUMP STATION 48" PIG LAUNCHER RECEIVER DET.
GENERAL LAYOUT ROAD PLAN
C-302 48" RAW WATER SUPPLY PROFILE 8+00 - 12+81
C-301 48" RAW WATER SUPPLY PROFILE 0+00 - 8+00
C-501 INLET STRUCTURE DETAILS
APPURTENANCE DETAILS
GATE VALVE DETAILS
DT-4
DT-8
95663
ZOLTAN FEKETE
9/23/2025
STATE OF TE
L I C E N S E D
P R
O
F E S S IO N A L E N G IN
E E
R
ASX
AutoCAD SHX Text
ACRES - LARGE CONSTRUCTION SITE
FOR INFORMATION PURPOSES
ONLY
SEGMENT A
FOR INFORMATION PURPOSES ONLY
END OF SEGMENT A
SEGMENT B
END OF SEGMENT B
| 1 COVER |
| COVER |
| 2 G-101 |
| G NOTES |
| 3 C-101 |
| 4 1 Contract APart-1 |
| 5 1 Contract APart-2 |
| 6 1 Contract APart-3 |
| 7 1 Contract APart-4 |
| 8 2 Contract BPart-1 |
| 9 2 Contract BPart-2 |
| 10 2 Contract BPart-3 |
| 11 3 Contract CPart-1 |
| 12 3 Contract CPart-2 |
| 13 3 Contract CPart-3 |
| 14 4 Contract DPart-1 |
| 15 4 Contract DPart-2 |
| 16 4 Contract DPart-3 |
| 17 4 Contract DPart-4 |
| 18 4 Contract DPart-5 |
| 19 4 Contract DPart-6 |
| 20 4 Contract DPart-7 |
| 21 5 Contract EPart-1 |
| 22 5 Contract EPart-2 |
| 23 5 Contract EPart-3 |
| 24 5 Contract EPart-4 |
| 25 6 Contract APart-1 |
| 26 6 Contract APart-2 |
File details come from the government source that posted it. Updated .