22L0081B-GREENVILLE_DEMOLITION_PLANS.pdf

PDF 7 MB Posted Aug 20, 2026

Attached to: 18 MGD Wastewater Treatment Plant Expansion – Demolition
Solicitation number: 2026-RFP-074
Issued by: Hood County, Texas

About this file

Written by GovTribe AI · Aug 24, 2026

This demolition plans document, prepared by Hanson Professional Services Inc. for the City of Greenville, Texas, outlines the comprehensive demolition scope for the Greenville Wastewater Treatment Plant (re-bid). The project encompasses the demolition of wastewater treatment plant buildings and structures including buildings, concrete foundations, pump structures, trickling filters, chemical tanks, sedimentation basins, removal and grout filling of plant piping, light poles, disposal of demolition waste, erosion control, and earthwork. The plans include 11 sheets covering general notes, existing site survey, storm water pollution prevention plan, overall yard piping demolition plan layouts, and water realignment plans and profiles. Key project requirements include contractor responsibility for contacting Texas 811 and Lone Star 811 utility locating companies with four working days' notice prior to construction, field verification of existing conditions and benchmark elevations, securing all necessary construction permits and clearances prior to commencement, and confining all construction activity within designated limits of construction unless prior owner approval is obtained. The contractor must maintain a minimum of one copy of all contract documents, specifications, drawings, permits, and required local, state, and federal documents on-site during construction and is responsible for all coordination with the owner's representative regarding sequence of construction prior to commencement.

The contractor bears sole responsibility for damages to utilities, all costs associated with utility repairs, and for implementing a comprehensive safety program compliant with OSHA and local regulations, including appointment of a competent person for all trenching operations and submission of an excavation plan prepared by a Texas-registered engineer. Hazardous materials requiring removal prior to demolition include asbestos-containing material, PCB items, mercury, CFC units, batteries, radioactive sources, oil, pesticides, herbicides, cleaning chemicals, and lead-containing paint as documented in the project's hazardous materials report. The contractor must provide and maintain erosion and pollution control devices as indicated in the Storm Water Pollution Prevention Plan, obtain a Texas Commission on Environmental Quality (TCEQ) stormwater permit for construction, and implement traffic control measures meeting Texas Manual on Uniform Traffic Control Devices standards. Additionally, the contractor must coordinate with city personnel on wet well dewatering procedures, ensure the existing wastewater treatment plant remains in service and protected from demolition debris, remove all excess materials and construction debris upon project completion, and restore the site to the satisfaction of the owner's representative.

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Other files

File	Type	Posted
18_MGD_Wastewater_Treatment_Plant_Expansion_–_Demolition_(Addendum_#3_Revision).pdf	PDF	Aug 20, 2026
18_MGD_WASTEWATER_TREATMENT_PLANT_EXPANSION_-_DEMO_Addendum_#1.pdf	PDF	Aug 20, 2026
Re__Draft_Bid_Set_for_WWTP_Demo_Package._-_Hazelip,_Brenna_-_Outlook.pdf	PDF	Aug 20, 2026
18_MGD_Wastewater_Treatment_Plant_Expansion_–_Demolition.pdf	PDF	Aug 14, 2026
RFP_23-24-24_CENTERPOINT_GENERATOR_PROJECT_ADVERTISMENT.docx	DOCX document	Aug 6, 2026

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DEMOLITION PLANS FOR

GREENVILLE WASTEWATER TREATMENT PLANT (RE-BID)

Corpus Christi, Texas 78411

Hanson Professional Services Inc.

4501 Gollihar Rd.

TBPE F-417 / TBPLS F-10039500 / TBPG F-50556

100% SUBMITTAL

NOTICE

1. ALL CONTRACTOR(S) AND SUBCONTRACTOR(S) ON THIS PROJECT ARE SOLELY

RESPONSIBLE FOR CONTACTING TEXAS 811, LONE STAR 811, AND OTHER UTILITY

LOCATING COMPANIES AS WELL AS LOCAL UTILITIES (WATER, STORM SEWER,

SANITARY SEWER, GAS, TRAFFIC, ETC.) BY ALL MEANS POSSIBLE FOR THE LOCATING

AND MARKING OF UNDERGROUND AND ABOVE GROUND UTILITIES PRIOR TO

CONSTRUCTION.

2. HANSON PROFESSIONAL SERVICES, INC. AND ITS REPRESENTATIVES MAKE NO

GUARANTEES THAT ALL UTILITIES WITHIN AND ADJACENT TO THE PROJECT SITE ARE

INDICATED ON THE CONSTRUCTION DRAWINGS.

3. DAMAGES TO UTILITIES WILL BE THE SOLE RESPONSIBILITY AND EXPENSE OF THE

CONTRACTOR TO REPAIR.

811 OR 1-800-344-8377 OR www.texas811.org

GIVE 4 WORKING DAYS (M-F) NOTICE

ABOVE IMAGE IS FROM www.texas811.org, TEXAS EXCAVATION SAFETY SYSTEM, INC., 11880 GREENVILLE AVENUE, SUITE 120, DALLAS, TEXAS 75243-3568 PH: (972) 231-5497

1-800-669-8344 OR www.lonestar811.com

GIVE 4 WORKING DAYS (M-F) NOTICE

ABOVE IMAGE IS FROM www.lonestar811.com, LONE STAR 811, 363 N. BELT E., SUITE 1100, HOUSTON, TEXAS 77060 PH: (713) 432-0365

CITY COUNCIL

JERRY RANSOM........................MAYOR

RAMON RODRIGUEZ................MEMBER PLACE 1

THOMAS J. GOSS......................MEMBER PLACE 2

PHILIP SPENCER.......................MEMBER PLACE 3

LARRY DAVIS.............................MEMBER PLACE 4

BEN COLLINS.............................MEMBER PLACE 5

KENNETH FREEMAN.................MEMBER PLACE 6

SUMMER SPURLOCK................CITY MANAGER PROJECT

LOCATION

LOCATION MAP

SCALE: N.T.S.

GREENVILLE

JULY 2026

Innovative engineering for a better planet.

SHEET INDEX

Sheet TITLE Sheet Title

1 COVER SHEET

2 GENERAL NOTES

3 EXISTING SITE SURVEY

4 STORM WATER POLLUTION PREVENTION PLAN

5 OVERALL YARD PIPING DEMOLITION PLAN

6 YARD PIPING DEMOLITION PLAN LAYOUT (1 OF 4)

7 YARD PIPING DEMOLITION PLAN LAYOUT (2 OF 4)

8 YARD PIPING DEMOLITION PLAN LAYOUT (3 OF 4)

9 YARD PIPING DEMOLITION PLAN LAYOUT (4 OF 4)

10 WATER REALIGNMENT PLAN & PROFILE (1 OF 2)

11 WATER REALIGNMENT PLAN & PROFILE (2 OF 2)

STATE OF TEXAS

L ICENSED

PROFESSIONAL ENGINEER

145006

LEE J. BLOOME

7/08/2026

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NOTICE: THIS PAGE DOES NOT CONTAIN ALL PROJECT NOTES OR PROJECT REQUIREMENTS. THIS PAGE MAY CONTAIN NOTES THAT ARE NOT PERTINENT TO THE PROJECT BUT ARE INCLUDED FOR REFERENCE. IT WILL BE THE RESPONSIBILITY OF ALL CONTRACTORS WORKING ON THIS PROJECT TO BE KNOWLEDGEABLE WITH ALL PROJECT CONTRACT DOCUMENTS, WHICH INCLUDES BUT NOT LIMITED TO THE PROJECT GENERAL REQUIREMENTS, SPECIFICATIONS, AND DRAWINGS. ANY AND ALL COSTS RELATED TO THE CONTRACTOR FAILURE OF BEING KNOWLEDGEABLE WITH THE CONTRACT DOCUMENTS WILL BE AT THE SOLE EXPENSE OF THE CONTRACTOR.

INTENT OF THE PROJECT

THE PROJECT WILL INCLUDE THE DEMOLITION OF WASTEWATER TREATMENT PLANT BUILDINGS AND STRUCTURES INCLUDING BUT NOT LIMITED TO: BUILDINGS, CONCRETE, FOUNDATIONS, PUMP STRUCTURES, TRICKLING FILTERS, CHEMICAL TANKS, SEDIMENTATION BASINS, REMOVAL AND GROUT FILLING OF PLANT PIPING, LIGHT POLES, DISPOSAL OF DEMOLITION WASTE FROM THE WASTEWATER TREATMENT

PLANT SITE, EROSION CONTROL, AND EARTHWORK.

GENERAL

1. A MINIMUM OF ONE (1) COPY OF THE LATEST VERSION OR EDITION OF THE FOLLOWING, BUT NOT LIMITED TO, MUST BE ON THE PROJECT

SITE WHEN CONSTRUCTION IS IN PROGRESS:

1.1 CONTRACT DOCUMENTS AND SPECIFICATIONS,

1.2 ALL CONSTRUCTION DRAWINGS,

1.3 ALL REQUIRED PERMITS,

1.4 ALL REQUIRED LOCAL, STATE, AND FEDERAL DOCUMENTS.

2. ALL WORK ON THIS PROJECT WILL BE REQUIRED TO BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS, THE

DRAWINGS, INDUSTRY STANDARDS, ALL PERMITS, AND ALL LAWS AND REGULATIONS.

2.1 NOTICE: THE CONTRACTOR SHALL KNOW THE ACTUAL SITE CONDITIONS AND SHALL BE RESPONSIBLE FOR FURNISHING A COMPLETED

PROJECT AS REPRESENTED IN THE CONTRACT DOCUMENTS, SPECIFICATIONS, AND IN THE DRAWINGS.

2.2 IN THE EVENT THAT A REGULATION, SPECIFICATION, DETAIL, NOTE, OR OTHER REQUIREMENT IS IN CONFLICT WITH ANOTHER

REGULATION, SPECIFICATION, DETAIL, NOTE, OR OTHER REQUIREMENT, THE MOST STRINGENT SHALL BE APPLICABLE, UNLESS

DIRECTED BY THE OWNER'S REPRESENTATIVE.

3. IF AT ANY POINT THAT SOMETHING IS NOT CLEAR FOR WHAT IS BEING REPRESENTED WITHIN THIS SET OF DRAWINGS, THE GENERAL CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE FOR CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING CONDITIONS AND PROPOSED CONDITIONS, SHALL PERFORM FIELD MEASUREMENTS PRIOR TO CONSTRUCTION, FABRICATION, AND/OR PURCHASE OF ANY MATERIAL, AND SHALL CONTACT, PRIOR TO ORDERING MATERIALS, THE OWNER'S REPRESENTATIVE SHOULD CONDITIONS BE DIFFERENT FROM THE CONTRACT DOCUMENTS, SPECIFICATIONS, AND/OR THE DRAWINGS FOR THIS PROJECT.

4.1 THE CONTRACTOR SHALL FIELD VERIFY BENCHMARK AND CONTROL POINT ELEVATION(S) PRIOR TO COMMENCING ANY

CONSTRUCTION.

4.2 THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE

TOPOGRAPHIC INFORMATION WITHIN THE DRAWINGS.

4.3 CONFLICTS ARISING DUE TO LACK OF COORDINATION AND VERIFICATION SHALL BE THE RESPONSIBILITY AND AT THE SOLE EXPENSE

OF THE CONTRACTOR.

5. THE CONTRACTOR IS RESPONSIBLE FOR SECURING ALL NECESSARY CONSTRUCTION PERMITS AND CLEARANCES PRIOR TO COMMENCING

CONSTRUCTION AND ANY FEES ASSOCIATED WITH THE PERMIT SHALL BE INCLUDED WITHIN THE BID ITEM(S) REQUIRING THE PERMIT.

6. THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION ACTIVITY TO WITHIN THE LIMITS OF CONSTRUCTION (LOC) OR PROPERTY LIMITS AS

INDICATED WITHIN THE DRAWINGS INCLUDING, BUT NOT LIMITED TO, JOB SITE FACILITIES, STAGING AREAS, STOCKPILES, EQUIPMENT, ETC., UNLESS PRIOR APPROVAL FROM THE OWNER'S REPRESENTATIVE IS GIVEN.

7. ALL QUANTITIES INDICATED WITHIN THE DRAWINGS ARE APPROXIMATE AND FOR REFERENCE USE; NOT ALL MATERIALS REQUIRED TO CONSTRUCT THE PROJECT MAY BE INDICATED AND IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INCLUDE ALL MATERIALS AND

APPURTENANCES TO CONSTRUCT THE PROJECT WITHIN THE AMOUNT BID.

8. A SEQUENCE OF CONSTRUCTION SHALL BE SCHEDULED AND COORDINATED WITH THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF CONSTRUCTION AND CHANGES TO THE SEQUENCE SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE.

9. THE CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION STAKES, MARKS, ETC. UNTIL FURTHER USE OF THE STAKES, MARKS, ETC. ARE NOT NEEDED. ANYTIME THAT CONSTRUCTION STAKES, MARKS, ETC. ARE TO BE REPLACED DUE TO BEING DAMAGED, DESTROYED, OR REMOVED AFTER PLACEMENT, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPLACEMENT.

LOCATION AND PROTECTION OF EXISTING UTILITIES, STRUCTURES, DITCHES, ROADS, AND OTHER IMPROVEMENTS NOTICE: THE LOCATION OF EXISTING ABOVE GROUND UTILITIES, UNDERGROUND FACILITIES, STRUCTURES, DITCHES, ROADS, AND OTHER

IMPROVEMENTS WITHIN THE DRAWINGS ARE APPROXIMATE IN BOTH HORIZONTAL AND VERTICAL LOCATION(S) AND NOT ALL EXISTING ABOVE GROUND UTILITIES, UNDERGROUND FACILITIES, STRUCTURES, DITCHES, ROADS, AND OTHER IMPROVEMENTS WITHIN AND ADJACENT TO THE SITE MAY BE INDICATED ON THE DRAWINGS. THE OWNER AND THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK; THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING

BEEN INCLUDED IN THE CONTRACT PRICE.

1. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL APPROPRIATE PUBLIC AND PRIVATE UTILITY COMPANIES, BY ALL MEANS POSSIBLE, PRIOR TO COMMENCING CONSTRUCTION TO DETERMINE UTILITY LOCATION(S) WITHIN AND ADJACENT TO THE PROJECT

SITE.

2. THE CONTRACTOR(S) SHALL VIDEO TAPE AND PHOTOGRAPH ALL PROPERTIES AND EXISTING IMPROVEMENTS THAT WILL BE AFFECTED BY CONSTRUCTION, WITH COPIES OF THE INFORMATION BEING SUPPLIED TO THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING

CONSTRUCTION .

3. THE CONTRACTOR(S) IS RESPONSIBLE FOR CONFIRMING THE LOCATION(S) HORIZONTALLY AND VERTICALLY OF ALL BURIED CABLES, CONDUITS, PIPES, AND UNDERGROUND FACILITIES (INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, WATER, GAS, TELEVISION, TELEPHONE, FIBER OPTIC, ETC.) WHICH ARE WITHIN AND ADJACENT TO THE SITE.

4. IN THE EVENT THAT A UTILITY LINE NEEDS TO BE ADJUSTED, THE CONTRACTOR SHALL COORDINATE CONSTRUCTION SO THAT THE

ADJUSTMENT CAN BE MADE.

WORK SITE SAFETY AND SECURITY

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT A SAFETY PROGRAM THAT IS IN COMPLIANCE WITH LOCAL, STATE, AND

FEDERAL SAFETY REGULATIONS FOR ALL WORKERS AND VISITORS FOR THE ENTIRETY OF THE PROJECT.

2. THE CONTRACTOR SHALL POST ON-SITE ALL EMERGENCY PHONE NUMBERS FOR:

2.1. POLICE, FIRE, AND MEDICAL EMERGENCIES

2.2. PUBLIC UTILITY OPERATORS (FOR EACH OPERATOR WITHIN AND ADJACENT TO THE PROJECT SITE)

2.3. PRIVATE UTILITY OPERATORS (FOR EACH OPERATOR WITHIN AND ADJACENT TO THE PROJECT SITE)

2.4. STREET OPERATORS (FOR EACH OPERATOR WITHIN AND ADJACENT TO THE PROJECT SITE)

2.5. TRAFFIC SIGNAL OPERATORS (FOR EACH OPERATOR WITHIN AND ADJACENT TO THE PROJECT SITE)

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAINING ALL EMPLOYEES AND SUBCONTRACTORS IN THE RECOGNITION AND AVOIDANCE OF UNSAFE CONDITIONS AND IN THE REGULATIONS AND HAZARDS WHICH APPLY TO THE AREA IN WHICH THE WORK WILL TAKE PLACE.

4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EQUIPMENT AND MATERIALS FOR THE PROTECTION OF PERSONS AND PROPERTY AND FOR PROVIDING SAFE WORKING CONDITIONS THROUGHOUT THE WORK PROGRESS. ALL SAFETY EXPOSURES OR VIOLATIONS SHALL

BE RECTIFIED IMMEDIATELY BY THE CONTRACTOR.

5. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN A MANNER SUCH THAT TRUCKS AND OTHER EQUIPMENT DO NOT CREATE A

SAFETY HAZARD ON ANY PUBLIC OR PRIVATE STREETS.

6. TRENCH SAFETY

6.1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF A TRENCH SAFETY PROGRAM WHICH

MEETS OR EXCEEDS THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) AND ANY OTHER LOCAL, STATE, AND FEDERAL REGULATIONS THAT PERTAIN TO TRENCH SAFETY.

6.2. ALL EXCAVATIONS AND BACKFILL OPERATIONS SHALL BE IN ACCORDANCE WITH THE LATEST OSHA EXCAVATION SAFETY STANDARDS, STATE REGULATIONS, AND LOCAL REGULATIONS. THE CONTRACTOR SHALL PROVIDE AN EXCAVATION PLAN PREPARED BY AN ENGINEER REGISTERED IN THE STATE OF TEXAS PRIOR TO BEGINNING TRENCHING OPERATIONS.

6.3. THE CONTRACTOR SHALL APPOINT A "COMPETENT PERSON" AS DEFINED BY OSHA WHO WILL BE ON-SITE AT ALL TIMES WHILE TRENCHING, PERFORMING EXCAVATIONS, AND WHEN WORKERS ARE IN TRENCHES.

6.4. THE EXCAVATION PLAN SHALL INDICATE THE PROCEDURES TO BE USED BY THE CONTRACTOR TO COMPLY WITH THE OSHA, STATE, AND

LOCAL REQUIREMENTS.

6.5. THE TRENCH SAFETY PROGRAM AND EXCAVATION PLAN SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR RECORD

PURPOSES ONLY AND NOT FOR APPROVAL OR VERIFICATION.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND CONTROLLING THE WORK SITE TO PREVENT ACCIDENTS, THEFT, AND VANDALISM. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR REPLACEMENT OR SATISFACTORY REPAIRS TO EXISTING AND NEW

IMPROVEMENTS DUE TO ACCIDENTS, THEFT, AND VANDALISM.

8. IT WILL NOT BE THE RESPONSIBILITY OF THE OWNER, OWNER'S REPRESENTATIVE, OR ENGINEER TO ENSURE THAT ALL SAFETY REGULATIONS ARE ABIDED BY. HOWEVER, IF THE OWNER, OWNER'S REPRESENTATIVE, OR ENGINEER RECOGNIZES OR IS NOTIFIED OF UNSAFE CONDITIONS, THE WORK BEING ACCOMPLISHED WILL BE STOPPED UNTIL THE CONTRACTOR INDICATES THAT IT IS NOT AN UNSAFE METHOD OR RECTIFIES THE SITUATION AT NO EXPENSE TO THE OWNER, OWNER'S REPRESENTATIVE, OR ENGINEER.

EROSION AND POLLUTION CONTROL DURING CONSTRUCTION

1. ALL CONSTRUCTION ACTIVITIES SHALL BE SUBJECT TO THE EROSION AND POLLUTION PREVENTION REQUIREMENTS OF THE CITY, COUNTY, TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ), ALL APPLICABLE PERMITS, AND ALL LAWS AND REGULATIONS. A TCEQ

STORMWATER PERMIT FOR CONSTRUCTION WILL BE REQUIRED FOR THIS PROJECT.

2. THE CONTRACTOR IS TO OBTAIN ALL REQUIRED PERMITS AND POST REQUIRED COPIES ON-SITE AT ALL ENTRANCES PRIOR TO

COMMENCING CONSTRUCTION.

3. THE CONTRACTOR WILL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION TO PROVIDE AND MAINTAIN ALL REQUIRED CONTROL DEVICES THAT ARE INDICATED WITHIN THE DRAWINGS AND ALL REQUIRED DEVICES AS REQUIRED BY ANY PERMIT.

4. THE CONTRACTOR SHALL ENSURE THAT NO SEDIMENT OR CONSTRUCTION DEBRIS ENTERS AN AREA OFF THE CONSTRUCTION SITE.

5. SEE ALSO EROSION AND POLLUTION CONTROL NOTES AND PLAN(S) WITHIN THIS DRAWING SET. THESE SHEETS CAN BE USED AS A GUIDE

TO DEVELOP THE REQUIRED STORM WATER POLLUTION PREVENTION PLAN.

TRAFFIC CONTROL AND EXISTING PEDESTRIAN FACILITIES

1. THE CONTRACTOR IS SOLELY RESPONSIBLE TO PROVIDE, IMPLEMENT, AND COMPLY WITH A TRAFFIC CONTROL PLAN MEETING THE

REQUIREMENTS OF THE COUNTY OR CITY, TxDOT, THE OWNER'S REPRESENTATIVE, AND THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD) (LATEST EDITION) FOR ANY WORK ALONG THE ROAD AND ALL ADJACENT ROADS TO THE PROJECT SITE.

1.1. THE PLAN SHALL CONTAIN PROVISIONS FOR ALL PROJECT PHASES AND PROVIDE SUFFICIENT BARRICADES, WARNINGS, AND LIGHTING TO

WARN AND GUIDE MOTORISTS AND PEDESTRIANS THROUGH THE WORK AREA.

1.2. THIS PLAN IS TO BE SUBMITTED TO AND APPROVED BY ALL APPROPRIATE AGENCIES BEFORE CONSTRUCTION ALONG THE ROAD IS TO

COMMENCE.

1.3. HIS PLAN AND THE APPROVAL NOTIFICATION ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR RECORD KEEPING PURPOSES

ONLY BEFORE CONSTRUCTION ALONG THE ROAD IS TO COMMENCE.

1.4. IF A PLAN IS INCLUDED WITHIN THE DRAWINGS, IT SHOULD BE USED AS A GENERAL GUIDELINE.

2. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR MAINTAINING AND VERIFYING THAT ALL TRAFFIC CONTROL DEVICES ARE IN THE

PROPER POSITION, WORKING ORDER, AND MEET THE SPECIFICATIONS EACH DAY PRIOR TO COMMENCING WORK AND PRIOR TO LEAVING FOR THE DAY, AND VERIFYING AT LEAST ONCE PER DAY WHEN NO WORK IS DONE INCLUDING WEEKENDS, HOLIDAYS, AND WEATHER DAYS.

3. MAINTENANCE OF TRAFFIC CONTROL DEVICES ARE TO OCCUR IMMEDIATELY WHEN NOTICED THAT THE DEVICE DOES NOT MEET THE

TRAFFIC CONTROL PLAN AND SPECIFICATIONS.

4. PLACEMENT OF TEMPORARY AND PERMANENT PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE TMUTCD, THE DRAWINGS, AND

SHALL BE APPROVED BY THE GOVERNING ENTITY.

5. THE CONTRACTOR SHALL MAINTAIN EXISTING PEDESTRIAN FACILITIES DURING CONSTRUCTION.

6. THE CONTRACTOR SHALL FILL ANY HOLES LEFT WHEN BARRICADES AND SIGNS ARE REMOVED AND RESTORE THE AREA TO THE PREVIOUS

CONDITIONS.

DRAINAGE DURING CONSTRUCTION

1. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE

INTERIM DRAINAGE BY MEANS OF PUMPS AND TEMPORARY DITCHES DURING CONSTRUCTION AS REQUIRED TO MAINTAIN A WELL-DRAINED SITE FREE OF STANDING WATER AND WATER SOFTENED SOILS, UNLESS OTHERWISE INDICATED BY THE OWNER'S REPRESENTATIVE.

2. DRAINAGE FROM ADJACENT PROPERTIES SHALL NOT BE BLOCKED AT ANYTIME PRIOR, DURING, AND AFTER CONSTRUCTION AND WILL BE

HANDLED AS SHOWN ON THE DRAWINGS OR AS INDICATED BY THE OWNER'S REPRESENTATIVE.

SITE CLEARING AND EARTHWORK

1. TREES & SHRUBS SHALL REMAIN IN PLACE AND PROTECTED UNLESS OTHERWISE NOTED ON THE DRAWINGS OR INDICTED BY THE

OWNER'S REPRESENTATIVE IN ACCORDANCE WITH THE SPECIFICATIONS.

2. CONTRACTOR SHALL PERFORM ROUGH EARTHWORK (SITE GRADING, FILLING, HAULING, CUTTING, LOADING, ETC.) TO VERIFY ADEQUATE

EARTH QUANTITY ON-SITE TO ACHIEVE THE REQUIRED GRADES INDICATED WITHIN THIS DRAWING SET PRIOR TO ANY OTHER

CONSTRUCTION.

2.1. IF MATERIAL IS TO BE HAULED FROM OFF-SITE SOURCES THE MATERIAL SHALL BE OF LIKE MATERIAL COMPOSITION AS TO WHAT IS FOUND

CURRENTLY ON-SITE AND APPROVED BY THE OWNER'S REPRESENTATIVE.

3. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE VOLUME OF EARTH FILL TO COMPLETELY BACKFILL THE SITE TO MATCH EXISTING

GRADE.

4. GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN, OR BETWEEN SUCH POINTS AND EXISTING FINISH GRADES. ROUND OFF ABRUPT CHANGES IN SLOPE.

5. THE CONTRACTOR WILL BE REQUIRED TO LIMIT THE AMOUNT OF DUST AND WIND TRANSPORTED MATERIALS FROM OCCURRING ON AND OFF THE PROJECT SITE DURING AND AFTER WORKING HOURS SEVEN (7) DAYS A WEEK THROUGHOUT THE DURATION OF THE PROJECT.

5.1. THE CONTRACTOR SHALL PHASE WORK ON THE SITE AND USE WATER, TEMPORARY COVER, AND/OR DUST CONTROL AGENTS TO LIMIT THE

AMOUNT OF DUST AND OTHER WIND-BORNE MATERIALS FROM EXITING THE PROJECT SITE.

5.2. IF DUST FROM THE PROJECT SITE BECOMES EXCESSIVE, THE CONTRACTOR WILL BE REQUIRED TO TAKE ANY AND ALL MEASURES

POSSIBLE TO CONTROL THE POLLUTION.

6. CONTRACTOR SHALL LIMIT THE AMOUNT OF EROSION DUE TO STORM EVENTS AND ANY EROSION AREAS SHALL BE RESHAPED AND REPAIRED TO THE LINES AND GRADES SHOWN IN THE DRAWINGS IN A TIMELY MANNER WHEN CONDITIONS ALLOW.

SITE GRADING

1. THE CONTRACTOR SHALL CONSTRUCT THE SITE TO THE LINES, GRADES, AND ELEVATIONS AS SPECIFIED AND AS INDICATED WITHIN THE

DRAWINGS.

2. ANY ADJUSTMENTS TO THE LINES, GRADES, AND ELEVATIONS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE.

3. IMPORT MATERIAL, WHEN REQUIRED, SHALL BE OF SIMILAR MATERIAL AS TO THE NATURAL OCCURRING MATERIAL ON-SITE AND APPROVED

OF BY THE OWNER'S REPRESENTATIVE

3.1. MATERIAL SHALL BE FREE OF LARGE CLODS, LARGE ROCKS, ORGANIC MATTER, CONSTRUCTION MATERIAL, TRASH, AND OTHER

OBJECTIONABLE MATERIAL.

3.2. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR VERIFICATION OF MATERIAL TYPE AND QUANTITY IMPORTED PER TRUCK. THE

OWNER'S REPRESENTATIVE SHALL BE PROVIDED TRIP TICKETS THAT INDICATE THE TRUCK NUMBER, DATE OF DELIVERY, MATERIAL DELIVERED, AND QUANTITY OF MATERIAL DELIVERED. TRIP TICKETS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE ON A

WEEKLY INTERVAL AND AS REQUESTED.

4. EXCESS SOIL MATERIAL FROM GRADING ACTIVITIES SHALL NOT BE REMOVED FROM THE SITE, UNLESS DIRECTED BY THE OWNER'S REPRESENTATIVE. EXCESS MATERIAL SHALL BE INCORPORATED INTO THE PROJECT OR STOCKPILED IN A MANNER TO PROMOTE POSITIVE

DRAINAGE.

5. NO FILL THAT IS PLACED BY DUMPING IN A PILE OR WINDROW SHALL BE INCORPORATED INTO A LAYER IN THAT POSITION; ALL SUCH PILES

AND WINDROWS SHALL BE MOVED BY BLADING OR SIMILAR METHOD.

6. ALL FILL SHALL BE PLACED IN LAYERS APPROXIMATELY PARALLEL TO THE FINISH GRADE AND IN LAYERS NOT IN EXCESS OF SIX-INCHES (6”)

OF UN-COMPACTED DEPTH, UNLESS INDICATED OTHERWISE BY THE OWNER'S REPRESENTATIVE.

7. FILL COMPACTION

7.1. COMPACT TO A DENSITY WHICH APPROXIMATES THAT OF THE EXISTING NATURAL GROUND, UNLESS OTHERWISE INDICATED BY THE

OWNER'S REPRESENTATIVE.

7.2. ALL IRREGULARITIES, DEPRESSIONS, AND SOFT SPOTS WHICH DEVELOP FROM COMPACTION SHALL BE CORRECTED BY THE CONTRACTOR.

8. ANY EARTHWORK QUANTITIES SHOWN WITHIN THE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT REFLECT THE ACTUAL AMOUNT THAT WILL BE REQUIRED TO COMPLETE THE WORK DUE TO CONSTRUCTION METHODS.

EXCAVATION AND TRENCHING FOR UTILITIES, ROADWAY, AND STRUCTURES

1. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE TRENCH SAFETY PROGRAM THAT HAS BEEN DEVELOPED AND IMPLEMENTED BY THE

CONTRACTOR.

2. EXCAVATIONS SHALL NOT BE MADE DURING INCLEMENT WEATHER.

3. WATER ACCUMULATION IN EXCAVATIONS EXCEEDING ONE-INCH (1") SHALL BE PUMPED OUT PRIOR TO CONTINUING CONSTRUCTION OR AS

APPROVED BY THE OWNER'S REPRESENTATIVE.

4. TRENCH EXCAVATION SHALL NOT PRECEDE BACKFILL BY MORE THAN 200 FEET.

5. TRENCHES SHALL NOT BE LEFT OPEN OR UNSECURED AFTER NORMAL WORKING HOURS OR WHILE WORKERS ARE NOT PRESENT ON-SITE.

5.1. IF TRENCHES ARE LEFT OPEN, THEY SHALL BE COVERED AND APPROPRIATE AND ADEQUATE BARRICADES SHALL BE PLACED TO PREVENT

ACCESS INTO THE TRENCH AREA.

FINAL CLEAN-UP AND SITE PREPARATION

1. THE CONTRACTOR WILL BE REQUIRED TO REMOVE EXCESS MATERIALS AND CONSTRUCTION DEBRIS FROM THE PROJECT SITE, CLEAN ALL

ROADS AND SIDEWALKS, CLEAR THE STORM SEWER OF SILT AND DEBRIS, CLEAR THE SANITARY SEWER OF DEBRIS, BRING ALL MANHOLES, VALVE BOX COVERS, FIRE HYDRANTS TO PROPER GRADE, AND CLEAR THE SITE OF ALL EQUIPMENT TO THE SATISFACTION OF THE

OWNER'S REPRESENTATIVE.

2. MATERIALS LARGER THAN FOUR-INCHES (4") IN SIZE WITHIN THE CONSTRUCTION LIMITS AND NOT INCORPORATED INTO THE PROJECT SHALL BE REMOVED BY THE CONTRACTOR FROM THE PROJECT AND DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL

REGULATIONS, UNLESS OTHERWISE DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE.

3. EROSION AND POLLUTION CONTROL DEVICES SUCH AS, BUT NOT LIMITED TO, REINFORCED SILT FENCE, INLET PROTECTION, HAY BALES, AND OTHER DEVICES AS DIRECTED BY THE OWNER'S REPRESENTATIVE SHALL BE VERIFIED AND REMEDIED TO MEET THE REQUIREMENTS

OF THE DEVICE AND OWNER'S REPRESENTATIVE.

3.1. THE CONSTRUCTION ENTRANCE SHALL BE REMOVED IN ITS ENTIRETY UNLESS OTHERWISE STATED BY THE ENGINEER.

3.2. ADDITIONAL EROSION AND POLLUTION CONTROL DEVICES MAY BE REQUIRED TO HAVE THE PROJECT SITE IN COMPLIANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.

4. THE CONTRACTOR SHALL GRADE AND STABILIZE THE SITE TO PREPARE THE SITE FOR THE INTENDED USE TO THE SATISFACTION OF THE

OWNER'S REPRESENTATIVE.

5. ALL DISTURBED AREAS SHALL BE GRADED TO MATCH EXISTING GROUND AND FINISHED NOT TO IMPEDE FURTHER DEVELOPMENT.

DEMOLITION NOTES

1. CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED AND PLACED SO AS TO NOT ENDANGER THE PUBLIC, THE WORKERS OR

ADJOINING PROPERTY FOR THE DURATION OF THE CONSTRUCTION PROJECT.

2. WASTE MATERIALS SHALL BE REMOVED IN A MANNER WHICH PREVENTS INJURY OR DAMAGE TO PERSONS, ADJOINING PROPERTIES AND

PUBLIC RIGHTS OF WAY.

3. THE WORK OF DEMOLISHING ANY BUILDING SHALL NOT COMMENCE UNTIL PEDESTRIAN PROTECTION IS IN PLACE AS REQUIRED BY

INTERNATIONAL BUILDING CODE (IBC) CHAPTER 33 2015 ISSUANCE. SIGNS SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC. IBC CHAPTER 33 INDICATES THE REQUIREMENTS FOR WALKWAYS, BARRICADES, RAILINGS AND ASSOCIATED BARRIERS.

4. WHERE A STRUCTURE HAS BEEN DEMOLISHED OR REMOVED, THE VACANT LOT SHALL BE FILLED AND MAINTAINED TO THE EXISTING

GRADE OR IN ACCORDANCE WITH THE CITY ORDINANCES.

5. COMPLETELY REMOVE BURIED PIPING AND PLANT PIPING CONNECTED TO STRUCTURES IN DEMOLITION AREAS UNLESS OTHERWISE

NOTED IN PLANS.

6. VALVES, FITTINGS, AND OTHER PIPING APPURTENANCES SHALL BE SEPARATED AND STOCKPILED ON SITE FOR SALVAGE EVALUATION BY

THE CITY OF GREENVILLE STAFF.

7. PRIOR TO BACKFILLING STRUCTURES TO REMAIN AND BELOW EXISTING GRADE, CUT HOLES AT LEAST 2 FEET IN DIAMETER EVERY 20 FEET ALONG THE BOTTOM OF THE STRUCTURES TO ALLOW FOR WATER TO DRAIN INTO THE SURROUNDING GROUND.

8. NO DEMOLITION DEBRIS, PLANT EQUIPMENT, PIPING, METAL, PUMPS, OR OTHER PROCESS EQUIPMENT SHALL BE USED AS FILL.

9. STRUCTURES THAT CONTAIN UNDERGROUND SPACES SHALL BE DEMOLISHED AND FILLED SUCH THAT NO VOIDS ARE REMAINING ONCE

COMPLETED.

10. PROVISIONS SHALL BE MADE TO PREVENT THE ACCUMULATION OF WATER ON THE PREMISES OR ADJOINING PROPERTY.

11. SERVICE UTILITY CONNECTIONS SHALL BE DISCONTINUED AND CAPPED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

12. SANITARY FACILITIES SHALL BE PROVIDED DURING DEMOLITION ACTIVITIES IN ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE

AND CITY REQUIREMENTS.

13. ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION WORK.

14. THE EXISTING WASTEWATER TREATMENT PLANT WILL REMAIN IN SERVICE AND SHALL BE PROTECTED FROM DEMOLITION DEBRIS OR

DAMAGE CAUSED BY DEMOLITION ACTIVITIES.

15. THE TEMPORARY USE OF STREETS OR PUBLIC PROPERTY FOR THE STORAGE OR HANDLING OF MATERIALS OR OF EQUIPMENTS

REQUIRED FOR CONSTRUCTION, AND THE PROTECTION PROVIDED TO THE PUBLIC SHALL COMPLY WITH THE PROVISIONS OF THE CITY

AND THE IBC CHAPTER 33.

16. ALL STRUCTURES UNDER CONSTRUCTION, OR DEMOLITION SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED FIRE

EXTINGUISHER.

17. WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE

MATERIAL ACCUMULATES.

18. ANY LIQUIDS CONTENTS, GRIT, SAND, INORGANIC, OR SLUDGE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AS DESCRIBED IN

THE SPECIFICATIONS.

EQUIPMENT________________________

1. ONLY EQUIPMENT REQUIRED FOR PERFORMING THE WORK ON THE PROJECT WILL BE ALLOWED AT THE SITE.

2. THE EQUIPMENT USED ON THE PROJECT SHALL HAVE ALL OF THE REQUIRED PARTS FOR OPERATION INSTALLED AS RECOMMENDED BY

THE MANUFACTURER.

3. ALL EQUIPMENT REQUIRED TO PERFORM THE WORK ON THE PROJECT SHALL BE IN GOOD WORKING ORDER AND MAINTAINED

THROUGHOUT CONSTRUCTION.

4. ANY EQUIPMENT THAT IS TO BE STORED ON-SITE SHALL BE LOCATED IN AN AREA THAT IS PROTECTED TO PREVENT ACCIDENTS, DAMAGE TO MATERIALS, AND ANY ADVERSE ENVIRONMENTAL EFFECTS.

5. ANY EQUIPMENT THAT IS LEAKING FLUIDS SHALL BE FIXED PROMPTLY AND ANY FLUID CONTAMINATED SOIL SHALL BE REMOVED

PROMPTLY IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.

6. THE CONTRACTOR SHALL PROTECT AGAINST SOIL/WATER CONTAMINATION BY UTILIZING CONTAINERS OR BARRIERS.

7. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL FLUIDS,CLEANING MATERIALS, AND LIQUIDS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.

DEWATERING WET WELLS

1. THE EXISTING WET WELLS IN THE PRIMARY AND SECONDARY PUMP STATIONS ARE FULL OF UNTREATED WASTEWATER.

2. THE CONTRACTOR SHALL COORDINATE WITH CITY PERSONNEL ON A LOCATION TO PUMP THE WASTE TO FOR DISPOSAL.

3. THE CONTRACTOR SHALL WASH DOWN THE WET WELL WALLS AND REMOVE ANY ACCUMULATED SLUDGE IN THE WET WELLS. THE

ACCUMULATED SLUDGE SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A LEGAL MANNER. THE REMOVAL WILL

INCLUDE PROCESSING REQUIRED TO DEWATER THE ACCUMULATED SLUDGE.

HAZARDOUS MATERIALS

1. CONTRACTOR TO REFER TO THE HAZARDOUS MATERIALS REPORT IN THE CONTRACT DOCUMENT.

2. THE PRIMARY PUMP STATION AND SECONDARY PUMP STATION BOTH HAVE HAZARDOUS MATERIALS THAT REQUIRE REMOVAL PRIOR TO

DEMOLITION OF THE STRUCTURES.

3. HAZARDOUS MATERIALS TO BE REMOVED INCLUDE.

A. ASBESTOS CONTAINING MATERIAL.

B. PCB ITEMS

C. MERCURY

D. CFC UNITS

E. BATTERIES

F. RADIOACTIVE SOURCES (SMOKE ALARMS)

G. OIL

H. PESTICIDES

I. HERBICIDES

J. CLEANING CHEMICALS

K. LEAD CONTAINING PAINT

L. NON-LEAD PAINT (IN CANS)

4. THE COMPLETE LIST OF ITEMS AND THEIR LOCATIONS ARE INCLUDED IN THE HAZARDOUS MATERIALS REPORT.

Y Y

YYYY

Y Y

Y Y Y

YYYYYYYYYYYYYYYYYYY

Y Y

Y Y Y

Y Y

Y Y Y Y Y Y Y

Y Y

Y Y Y

YYY

Y Y

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

O H E

X X X X

X X X

X X

X X X

X X

XXXXXXXXXXXXXX

X X

BM#30002

BM#30006

PNT#51849

PNT#51848

BM#30000

BM#30005

BM#30003

BM#30001

BM#30004

FINE SCREEN & PRIMARY

LIFT STATION FACILITY

GENERATOR

TRANSFORMER

GENERATOR

TRANSFORMER

SEPTIC RECEIVING

STATION

UV DISINFECTION

FACILITY

CHLORINE

BLDG.

BLOWER

BUILDING

EFFLUENT

PUMP

STATION

ADMIN

BUILDING

PRIMARY

PUMP

STATION

SEQUENCING BATCH REACTOR

FACILITY & EFFLUENT

EQUALIZATION FACILITY

BUILDING

SECONDARY

PUMP

STATION

BLDG.

PRIMARY

SEDIMENTATION

UNIT 1

CONC. BASIN

PRIMARY

TRICKLING

FILTER 1

CONC. BASIN

FINAL

SEDIMENTATION

UNIT 2

CONC. BASIN

FINAL

SEDIMENTATION

UNIT 1

CONC. BASIN

CHEMICAL

BLDG.

SLUDGE

DEWATERING

FACILITY SLUDGE

DISPOSAL

BLDG.

S02 DOCK

CL2 DOCK

DEWATERED

SLUDGE

STORAGE

STRUCTURE

SITE ENTRANCE

CHLORINE

CONTACT

CHAMBERS

SHIPPING

CONTAINERS

1200 GALLON

FIBERGLASS

TANK

G S

X X

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Y Y

YYYY

Y Y

Y Y Y

YYYYYYYYYYYYYYYYYYY

Y Y

Y Y Y

Y Y

Y Y Y Y Y Y Y

Y Y

Y Y Y

YYY

Y Y

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

O H E

X X X X

X X X

X X

X X X

X X

XXXXXXXXXXXXXX

X X

ADMIN.

BUILDING

PRIMARY

PUMP

STATION

SECONDARY

PUMP

STATION

BLDG.

SEQUENCING BATCH REACTOR

FACILITY & EFFLUENT

EQUALIZATION FACILITY

SLUDGE

DEWATERING

FACILITY

PRIMARY

TRICKLING

FILTER 1

CONC. BASIN

FINAL

SEDIMENTATION

UNIT 2

CONC. BASIN

FINAL

SEDIMENTATION

UNIT 1

CONC. BASIN

CHEMICAL

BLDG.

SLUDGE

DISPOSAL

BLDG.

DEWATERED

SLUDGE STORAGE

STRUCTURE

CHLORINE

CONTACT

CHAMBERS

S02 DOCK

CL2 DOCK

PRIMARY SEDIMENTATION

UNIT 1 CONC. BASIN

UV DISINFECTION

FACILITY

SEPTIC RECEIVING

STATION

CHLORINE

BLDG.

BUILDING

GENERATOR

TRANSFORMER

GENERATOR

BLOWER

BLDG.

SCF SCF SC

CONSTRUCTION

ENTRANCE

FINE SCREEN & PRIMARY

LIFT STATION FACILITY

SCF

INLET PROTECTION

SEDIMENT

CONTROL FENCE

SCF SCF

SCF

SCF SCF

SCF SCF SCF

SEDIMENT

CONTROL FENCE

SEDIMENT

CONTROL FENCE

SCF

SEDIMENT

CONTROL FENCE

SHIPPING

CONTAINERS

1200 GALLON

FIBERGLASS

TANK

LEGEND

SCF

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Y Y

Y Y Y Y Y Y Y

Y Y

YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY

Y Y

Y Y Y

Y Y

Y Y Y

Y Y

Y Y Y Y Y Y

Y Y

YYYYYYY

Y Y

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

O H E

X X X X X X X

X X

X X X X X X

X X

X X X X X X X X X

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

Y Y

Y Y Y Y Y Y Y

Y Y

YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY

Y Y

Y Y Y

Y Y

Y Y Y

Y Y

Y Y Y Y Y Y

Y Y

YYYYYYY

Y Y

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

O H E

X X X X X X X

X X

X X X X X X

X X

X X X X X X X X X

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

Y Y

ADMIN.

BUILDING

FINAL

SEDIMENTATION

UNIT 2

CONC. BASIN

FINAL

SEDIMENTATION

UNIT 1

CONC. BASIN

SLUDGE

DISPOSAL

BLDG.

DEWATERED

SLUDGE

STORAGE

STRUCTURE

CHLORINE

CONTACT

CHAMBERS

CHLORINE

BLDG.

S02

DOCK

CL2

DOCK

DISINFECTION

FACILITY

FINE SCREEN &

PRIMARY LIFT

STATION FACILITY

BLOWER

BLDG.

BUILDING

GENERATOR

TRANSFORMER

SEPTIC

RECEIVING

STATION

TRANSFORMER

GENERATOR

EXIST. SEQUENCING

BATCH REACTOR (SBR)

FACILITY & EFFLUENT

EQUALIZATION FACILITY

EFFLUENT

PUMP

STATION

CHEMICAL BLDG.

SLUDGE

DEWATERING

FACILITY

PW PW

(SEE SHT. 9)

(SEE SHT. 6)

(SEE SHT. 8)

(SEE SHT. 7)

PRIMARY

TRICKLING

FILTER

PRIMARY

PUMP

STATION

SECONDARY

PUMP

STATION

PRIMARY

SEDIMENTATION

SHIPPING CONTAINERS

OWNER

RELOCATED

SHIPPING

CONTAINERS

WET WELLS IN THE

PRIMARY AND

SECONDARY PUMP

STATIONS WILL BE

PUMPED OUT PRIOR TO

DEMOLITION BY CITY

STAFF. CONTRACTOR TO

COORDINATE PRIOR TO

START OF DEMOLITION.

WET WELLS IN THE

PRIMARY AND

SECONDARY PUMP

STATIONS WILL BE

PUMPED OUT PRIOR TO

DEMOLITION BY CITY

STAFF. CONTRACTOR TO

COORDINATE PRIOR TO

START OF DEMOLITION.

R D

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Y Y

Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y

Y Y

YOHE

OHE O

H E

O H E

X X

X X X X X X X X X X X X X X X X X X

X X

X X X

X X

Y Y

Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y

Y Y

YOHE

OHE O

H E

O H E

X X

X X X X X X X X X X X X X X X X X X

X X

X X X

X X

ADMIN.

BUILDING

TRANSFORMER

GENERATOR

EXIST. SEQUENCING BATCH REACTOR (SBR)

FACILITY & EFFLUENT EQUALIZATION FACILITY

PRIMARY

PUMP

STATION

SHIPPING CONTAINERS

WET WELLS IN THE PRIMARY AND SECONDARY

PUMP STATIONS WILL BE PUMPED OUT PRIOR TO

DEMOLITION BY CITY STAFF. CONTRACTOR TO

COORDINATE PRIOR TO START OF DEMOLITION.

D P

G D

O N

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Y Y

YYYYYY

Y Y

Y Y Y Y Y Y

Y Y

Y Y Y Y Y Y Y Y Y Y

Y Y

YYY

Y Y

X X X X X X X X X X X X

X X

X X X X X X X X X X X X

X X

ST ST

Y Y

YYYYYY

Y Y

Y Y Y Y Y Y

Y Y

Y Y Y Y Y Y Y Y Y Y

Y Y

YYY

Y Y

X X X X X X X X X X X X

X X

X X X X X X X X X X X X

X X

ST ST

CHLORINE CONTACT

CHAMBERS

CHLORINE

BLDG.

S02

DOCK

CL2 DOCK

UV DISINFECTION

FACILITY

EFFLUENT

PUMP STATION

PW PW PW PW PW

SECONDARY

PUMP

STATION

WET WELLS IN THE PRIMARY AND SECONDARY

PUMP STATIONS WILL BE PUMPED OUT PRIOR TO

DEMOLITION BY CITY STAFF. CONTRACTOR TO

COORDINATE PRIOR TO START OF DEMOLITION.

D P

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YYY

YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY

Y Y

Y Y Y Y

Y Y

Y Y Y Y

Y Y

YYYYYYYYYYYYYY

Y Y

Y Y Y

Y Y Y Y

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

O H E

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

Y Y

YYY

YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY

Y Y

Y Y Y Y

Y Y

Y Y Y Y

Y Y

YYYYYYYYYYYYYY

Y Y

Y Y Y

Y Y Y Y

OHE

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O H E

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

Y Y

FINE SCREEN & PRIMARY

LIFT STATION FACILITY

GENERATOR

TRANSFORMER

SEPTIC

RECEIVING

STATION

PRIMARY TRICKLING

FILTER

PRIMARY

SEDIMENTATION

D P

G D

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YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY

Y Y

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

''S T

YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY

Y Y

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

''S T

FINAL

SEDIMENTATION

UNIT 2

CONC. BASIN

FINAL

SEDIMENTATION

UNIT 1

CONC. BASIN

SLUDGE

DISPOSAL BLDG.

DEWATERED

SLUDGE STORAGE

STRUCTURE

BLOWER

BLDG.

CHEMICAL BLDG.

SLUDGE DEWATERING

FACILITY

OWNER RELOCATED

SHIPPING CONTAINERS

D P

G D

O N

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PLAN - RW REALIGNMENT

PROFILE - RW REALIGNMENT

Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y

Y Y

YYYYYYYYYYYYYYY

Y Y

Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y

Y Y

YYYYYYYYYYYYYYY

Y Y

PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW

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PLAN - PW REALIGNMENT

PROFILE - PW REALIGNMENT

Sheets and Views

1 COVER SHEET

2 GENERAL NOTES

3 EXISTING SITE SURVEY

4 STORM WATER POLLUTION PREVENTION PLAN

5 OVERALL YARD PIPING DEMOLITION PLAN

6 YARD PIPING DEMOLITION PLAN LAYOUT (1 OF 4)

7 YARD PIPING DEMOLITION PLAN LAYOUT (2 OF 4)

8 YARD PIPING DEMOLITION PLAN LAYOUT (3 OF 4)

9 YARD PIPING DEMOLITION PLAN LAYOUT (4 OF 4)

10 WATER REALIGNMENT PLAN & PROFILE (1 OF 2)

11 WATER REALIGNMENT PLAN & PROFILE (2 OF 2)

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