W912QR22R0016_Plans-0000.pdf

PDF 7 MB Posted May 31, 2022

Attached to: WPAFB B71D Replace Cooled Waterlines
Solicitation number: W912QR22R0016
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 27, 2023

This federal solicitation seeks proposals for a firm-fixed-price construction contract to replace deteriorated process cooling water piping and related systems at Wright-Patterson Air Force Base in Ohio. The project scope includes removing existing steel piping and replacing it with new grooved stainless steel lines, rerouting piping from above to below ground, replacing pumps and controls, installing a new process automation system, and associated electrical and communications work. The contract value is anticipated between $5 million and $10 million. Offerors must be registered in the System for Award Management database and proposals will be evaluated using best value tradeoff procedures, with award intended without discussions. The solicitation is available at SAM.gov and the point of contact is the listed contracting officer.

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Other files

File	Type	Posted
W912QR22R0016-0003.pdf	PDF	Aug 12, 2022
W912QR22R0016_Final_Soils_Report-0002.pdf	PDF	Jul 8, 2022
W912QR22R0016_Specs-0002.pdf	PDF	Jul 8, 2022
W912QR22R0016_Plans-0002.pdf	PDF	Jul 8, 2022
W912QR22R0016-0001.pdf	PDF	Jun 28, 2022
W912QR22R0016_Specs-0000.pdf	PDF	May 31, 2022

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REPLACE PROCESS COOLING LINES BLDG 71D, F21624

PROJECT NUMBER: ZHTV171891, P2 NUMBER: 488766

2500 Newmark Drive Miamisburg, OH 45342

(937) 259-5000 tel LJBinc.com

ARCHITECTURAL / CIVIL

STRUCTURAL

OWNER

CEG

WRIGHT PATTERSON AFB, OH

PROJECT MANAGEMENT

MECHANICAL / ELECTRICAL

PLUMBING

P: 937-224-0861 www.heapy.com

VICINITY MAP

(NOT TO SCALE)

PROJECT LOCATION

LOCATION MAP

(NOT TO SCALE)

WRIGHT PATTERSON AIR FORCE BASE

FEBRUARY 2022

SHEET LIST

SHEET #

SHEET

NUMBER SHEET NAME

45 M-802 ATC DIAGRAM

46 M-803 ATC DIAGRAM

47 M-804 ATC SEQUENCE OF OPERATION

48 M-901 BUILDING 71D - SOIL, WASTE, AND VENT DIAGRAM

49 E-001 LEGEND

50 ED101 BUILDINGS 71B - BASEMENT FLOOR - DEMO

51 ED102 BUILDING 71D - BASEMENT FLOOR - DEMO

52 ED103 BUILDINGS 71D - FIRST FLOOR - DEMO

53 ED104 BUILDINGS 71D - SECOND FLOOR - DEMO

54 ED105 BUILDINGS 71D - ROOFTOP - DEMO

55 E-101 BUILDINGS 71B - BASEMENT FLOOR - POWER & SYSTEMS

56 E-102 BUILDINGS 71B - FIRST FLOOR - POWER & SYSTEMS

57 E-103 BUILDING 71D - BASEMENT FLOOR - POWER & SYSTEMS

58 E-104 BUILDING 71D - FIRST FLOOR - POWER & SYSTEMS

59 E-105 BUILDINGS 71D - SECOND FLOOR - POWER & SYSTEMS

60 E-106 BUILDING 71D - ROOF - NEW WORK

61 E-107 SITE PLAN - OVERALL - TEMPORARY LOCATION OF

COOLING SYSTEMS

62 E-501 DETAILS & GENERAL NOTES

63 E-601 PANEL SCHEDULES

64 E-602 SINGLE-LINE - DEMO

65 E-603 SINGLE-LINE - NEW

66 E-604 MOTOR SCHEDULE

Total Count: 66

SHEET LIST

SHEET #

SHEET

NUMBER SHEET NAME

23 MD101 SITE PLAN - OVERALL - DEMOLITION

24 MD102 BUILDING 71D - FIRST FLOOR - DEMOLITION

25 MD103 BUILDING 71D - SECOND FLOOR - DEMOLITION

26 MD104 BUILDING 71D - ROOF - DEMOLITION

27 MD105 BUILDING 20A - LOWER LEVEL - DEMOLTION

28 MD106 BUILDING 71B - FIRST FLOOR - DEMOLITION

29 MD107 BUILDING 71B - FIRST FLOOR - DEMOLITION - BID OPTION #1

30 MD108 BUILDING 71D - FIRST FLOOR - PLUMBING DEMOLITION

31 M-101 SITE PLAN - OVERALL - NEW WORK

32 M-102 BUILDING 71D - FIRST FLOOR - NEW WORK

33 M-103 BUILDING 71D - SECOND FLOOR - NEW WORK

34 M-104 BUILDING 71D - ROOF - NEW WORK

35 M-105 BUILDING 20A - LOWER LEVEL - NEW WORK

36 M-106 BUILDING 71B - FIRST FLOOR - NEW WORK

37 M-107 BUILDING 71B - FIRST FLOOR - NEW WORK - BID OPTION #1

38 M-108 BUILDING 71D - FIRST FLOOR - PLUMBING NEW WORK

39 M-301 SECTIONS

40 M-501 DETAILS

41 M-502 DETAILS

42 M-601 SCHEDULES

43 M-602 CONDENSER WATER SCHEMATIC

44 M-801 CONTROLS LEGEND

SHEET LIST

SHEET #

SHEET

NUMBER SHEET NAME

1 G-001 COVER SHEET

2 G-002 HAUL ROUTE AND SITE LAYDOWN

3 G-003 GENERAL NOTES

4 G-004 PHASING PLAN

5 H-101 HAZARDOUS MATERIALS PLAN - B.20A BASEMENT

6 H-102 HAZARDOUS MATERIALS PLAN - B.20A FIRST FLOOR

7 H-103 HAZARDOUS MATERIALS PLAN - B.71B FIRST FLOOR

8 H-104 HAZARDOUS MATERIALS PLAN - B.71D FIRST FLOOR

9 V-101 EXISTING CONDITIONS PLAN

10 CD101 DEMOLITION PLAN

11 C-201 NEW COOLANT LINES ROUTING

12 C-501 DETAILS

13 S-001 GENERAL STRUCTURAL DATA

14 S-101 PIPE RACKING PLAN

15 S-501 FOUNDATION AND FRAMING DETAILS

16 S-502 STRUCTURAL PLAN AND DETAILS

17 S-503 STRUCTURAL DETAILS

18 S-504 NEUTRALIZING PIT/PLANS AND DETAILS

19 S-505 PIPING SUPPORT DETAILS

20 S-506 DETAILS

21 A-101 TUNNEL RACKING PLAN

22 M-001 LEGEND

31 May 2022

W912QR22R0016

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PROPOSED CONTRACTOR

LAYDOWN

BUILDING 20A

BUILDING 71B

BUILDING 71D

PROPOSED TEMPORARY COOLING

SYSTEM 1 LOCATION

PROPOSED TEMPORARY

COOLING SYSTEM 3

LOCATION

PROPOSED TEMPORARY

COOLING SYSTEM 2

LOCATION

GATE 26A

GATE 19B

PROPOSED HAUL ROUTE

SR 235

SR 444 KAUFFMAN AVE

NATIONAL RD

GATE 19B

PROPOSED HAUL ROUTE

8TH ST

G S

PROJECT AREA

P: 937-224-0861 www.heapy.com

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1. THE CONTRACTOR SHALL SUBMIT A TRAFFIC MAINTENANCE PLAN PER SPECIFICATION SECTION 01015. THIS PLAN SHALL SHOW ALL PROPOSED SIGNS, SIGN LOCATIONS, BARRICADES, AND DETOURS ON ALL MAJOR STREETS. ALL ROAD CLOSURES AND DETOURS SHALL COMPLY WITH FHWA AND ODOT MUTCD. SUBMITTAL OF PLANS FOR ONLY MAJOR STREETS DOES NOT RELIEVE THE OBLIGATION OF THE CONTRACTOR TO FOLLOW

THESE REQUIREMENTS ON NON-MAJOR STREETS.

2. MAINTAIN ACCESS FOR EMERGENCY VEHICLES TO ALL FACILITIES AT ALL TIMES.

3. ALL PAVEMENT MARKINGS AFFECTED BY THIS WORK SHALL BE REPLACED IN-KIND AS PART OF THIS CONTRACT.

GENERAL NOTES: TRAFFIC MAINTENANCE NOTES:

1. THE WPAFB RECYCLING CENTER IS AVAILABLE FOR CONTRACTOR USE TO REDUCE WASTE DISPOSAL. ALL RECYCLABLE METAL IS TO BE RECYCLED THROUGH THE BASE RECYCLING CENTER. ALL RECYCLING MUST BE ACCOMPLISHED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43. CONTACT WPAFB RECYCLING PROGRAM MANAGER AT 937-257-5060 TO CONFIRM WHAT MATERIALS ARE RECYCLABLE AND TO COORDINATE TURN-IN. THE CONTRACTOR SHALL SUBMIT A QUARTERLY SUMMARY REPORT TO THE GOVERNMENT CONTRACT REPRESENTATIVE IAW WPAFB SPECIFICATION SECTION 01 35 43 STATING (1) THE COST TO RECYCLE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS RECYCLED, (2) THE COST TO DIVERT/REUSE THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS DIVERTED/REUSE, (3) THE COST TO MULCH AND THE TONNAGE AND COST OF CONSTRUCTION AND DEMOLITION MATERIALS MULCHED, (4) THE COST FOR WASTE-TO-ENERGY AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS CONVERTED FROM WASTE-TO-ENERGY, (5) THE COST TO LANDFILL AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS LAND-FILLED, (6) THE COST TO INCINERATE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS INCINERATED, AND (7) EXPLANATION OF THE DIVERSION RATE IF LESS THAN 60%. THE QUARTERLY SUMMARY REPORTS SHALL BE RECEIVED ON APRIL 7, JULY 7, OCTOBER 7, AND JANUARY 7 COVERING THE THREE MONTHS PRIOR. THE QUARTERLY SUMMARY REPORTS SHALL BE ON THE WPAFB DIVERSION FORM.

FOR ADDITIONAL INFORMATION CONTACT THE RECYCLING PM, DAVE DALTON, AT 937-257-5060 OR DAVID.DALTON.2 @US.AF.MIL. TURN-IN ALL MERCURY CONTAINING DEVICES, SWITCHES AND THERMOSTATS TO 88 CEG/CEIE IN

ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43 FOR RECYCLING.

2. IN THE UNLIKELY EVENT THAT A WATER LINE IS DAMAGED, PLEASE CONTACT THE BE OFFICE (255-6815) TO DETERMINE IF

WATER TESTING OR ADDITIONAL MEASURES ARE NECESSARY.

3. THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT PLANS AND SPECIFICATIONS AND ANY

RULES, REGULATIONS, STANDARDS, OR SPECIFICATIONS REFERENCED THEREIN.

4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED FOR THE PERFORMANCE OF THIS CONTRACT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PAY ALL PERMIT FEES. COSTS FOR PERMITS SHALL BE CONSIDERED

INCIDENTAL TO THE PROJECT.

5. THE CONTRACTOR MUST OBTAIN PROPER PERMITS FOR DELIVERY OF MATERIALS AND EQUIPMENT TO THE SITE. ANY DAMAGE TO THE BASE AND OFF-SITE ROADS SHALL BE THE COMPLETE RESPONSIBILITY OF THE CONTRACTOR.

6. AN AREA WILL BE MADE AVAILABLE FOR THE CONTRACTOR'S MOBILIZATION AND STORAGE. THIS AREA SHALL BE RESTORED TO THE ORIGINAL CONDITION UPON COMPLETION OF THE PROJECT AT THE CONTRACTOR'S EXPENSE. ON-SITE EMPLOYEE PARKING SHALL BE PERMITTED IN THE DESIGNATED STORAGE AREA. THE LOCATION OF THIS AREA SHALL BE COORDINATED WITH THE CONTRACTING OFFICER, WPAFB. CONTRACTOR TO MAINTAIN A FIELD OFFICE AT THE STORAGE AREA FOR THE DURATION OF THE PROJECT. CONTRACTOR TO COORDINATE WITH THE CONTRACTING OFFICER FOR

ESTABLISHMENT AND MAINTENANCE OF UTILITY SERVICE FOR THE FIELD OFFICE.

7. PRIOR TO STARTING ANY WORK, THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER A WRITTEN PROJECTED PROGRESS WORK SCHEDULE FOR REVIEW AND APPROVAL. THE WORK SCHEDULE SHALL INDICATE THE WORK ITEMS AND TIMING SEQUENCE ANTICIPATED TO COMPLETE ALL REQUIRED WORK. NO WORK SHALL COMMENCE

WITHOUT WRITTEN APPROVAL OF THE WORK SCHEDULE.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL EXCAVATED AREAS AS NECESSARY FOR PROJECT

COMPLETION.

9. THE CONTRACTOR SHALL REMOVE AND REPLACE OR RELOCATE ALL UTILITIES INCLUDING PIPING, VALVES, FITTINGS, SUPPORTS, CONDUITS, ETC., WHICH WILL INTERFERE WITH THE INSTALLATION OF THE NEW DIRECT BURIED PIPING SYSTEM. EXCAVATION SHALL BE BY HAND AROUND UTILITIES WHOSE LOCATIONS ARE KNOWN OR WHERE NECESSARY DUE TO CLOSE CLEARANCE. WHERE POTENTIAL GRADE CONFLICTS MIGHT OCCUR WITH EXISTING UTILITIES NOTIFY THE CONTRACTING OFFICER SUFFICIENTLY IN ADVANCE OF LAYING PIPE IN ORDER THAT THE ENGINEER MAY DETERMINE THE EXACT ELEVATION OF THE UTILITY AND MAKE ANY NECESSARY ADJUSTMENTS. ALL UTILITY OUTAGES REQUIRED SHALL BE COORDINATED WITH AND APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT OF ELECTRICAL AND COMM DUCT BANKS, WATER, STORM, SANITARY, AND GAS UTILITY LINES THAT ARE

EXPOSED AND UNDERMINED DURING CONSTRUCTION.

10. ALL EXISTING UNDERGROUND UTILITIES (CATV, TELEPHONE, COMPRESSED AIR, ELECTRIC, STORM, WATER, SANITARY, GAS, ETC.) AS SHOWN IN THESE CONTRACT DRAWINGS ARE DRAWN FROM FIELD SURVEY AND AS-BUILT DRAWINGS. FINAL VERIFICATION OF EXISTING UTILITY LOCATIONS AND ELEVATIONS AS WELL AS FIELD DIMENSIONS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL EXCAVATE TO VERIFY ALL UTILITY LOCATIONS AND ELEVATIONS PRIOR TO ANY UNDERGROUND INSTALLATIONS. ANY DISCREPANCIES BETWEEN PLANS AND EXISTING FIELD

CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

11. GAS LINE INTERFERENCES TO THE PROPOSED DIRECT BURIED CONDENSER PIPES ARE NOT ANTICIPATED ON THIS PROJECT. HOWEVER, ANY RELOCATED GAS LINE MATERIALS AND INSTALLATION SHALL COMPLY WITH LOCAL GAS COMPANY REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH THE GAS COMPANY AND

CONTRACTING OFFICER.

12. THE CONTRACTOR SHALL MAINTAIN AT THE JOB SITE FOR THE GOVERNMENT ONE RECORD COPY OF DRAWINGS, SPECIFICATIONS, CHANGE ORDERS, AND FIELD CHANGES DUE TO LATENT CONDITIONS. THE CONTRACTOR SHALL NOT USE RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. RECORD DOCUMENTS SHALL SHOW REVISED CONDENSER LINE LOCATIONS AND ANY DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THAT SHOWN ON THE PLANS.

13. THE CONTRACTOR SHALL RECORD INFORMATION CONCURRENTLY WITH THE CONSTRUCTION PROGRESS. NO WORK SHALL BE CONCEALED UNTIL REQUIRED INFORMATION IS RECORDED. ALL INFORMATION SHALL BE RECORDED WITH RED MARKING PENS. DETAILED AS-BUILT DRAWINGS SHALL BE TURNED OVER TO THE CONTRACTING OFFICER PRIOR TO FINAL

INSPECTION.

14. NON-RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON STREETS OR ROADS. EXCEPTIONS MAY BE GRANTED BY THE CONTRACTING OFFICER WHERE SHORT DISTANCES AND SPECIAL CIRCUMSTANCES ARE INVOLVED. GRANTING OF EXCEPTIONS MUST BE IN WRITING AND ANY RESULTING DAMAGE MUST BE REPAIRED TO THE SATISFACTION OF THE

CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE.

15. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT AND ALL AMENDMENTS THERETO DURING THE PERFORMANCE OF THIS

PROJECT.

16. ALL DIMENSIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL REQUIRED DIMENSIONS PRIOR TO

ORDERING THE MATERIALS.

17. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL REQUIRED TO RESTORE WORK LOCATIONS TO ORIGINAL

CONDITIONS, INCLUDING RESTORING DAMAGED TURF.

18. THE CONTRACTOR SHALL KEEP THE SITE CLEAN AT ALL TIMES. NO STOCK PILES, WEEDS, OR GROWTH AROUND EQUIPMENT SHALL BE PERMITTED. TRAVELED PORTIONS OF ROADWAYS AFFECTED BY THE WORK SHALL BE SWEPT

CLEAN OF MUD AND DEBRIS AT ALL TIMES.

19. TRAFFIC SIGNS SHALL REMAIN IN PLACE AND VISIBLE FOR THE DURATION OF CONSTRUCTION. DO NOT DAMAGE SIGNS OR

POSTS. REPLACE DAMAGED SIGNS OR POSTS IN KIND.

20. WHERE PAVEMENTS OR DRIVES ARE DISTURBED, THE PAVEMENT SHALL BE SAW CUT TO FULL DEPTH AND IN NEAT STRAIGHT LINES. IF DURING CONSTRUCTION, THE PAVEMENT IS DAMAGED BY THE CONTRACTOR BEYOND THE ORIGINAL SAW CUT, THE PAVEMENT SHALL BE RECUT TO NEAT LINES. ALL COSTS ASSOCIATED WITH PAVEMENT REMOVAL AND RESTORATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY PAVEMENT THICKNESS

AND MATERIAL.

21. CONTRACTOR SHALL REPLACE ALL ASPHALT PAVEMENT REMOVED/DISTURBED FOR CONDENSER LINE REPLACEMENT.

AFTER REPLACING PAVEMENT, CONTRACTOR SHALL REPAINT TO MATCH ANY PREVIOUSLY EXISTING PAVEMENT

MARKINGS IN KIND.

22. SAW CUT ALL CONCRETE PRIOR TO REMOVAL.

23. IF CURBS AND/OR GUTTERS, SIDEWALKS, OR CONCRETE PADS MUST BE REMOVED FOR PROJECT COMPLETION, REPLACE

THEM IN KIND UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.

24. WHEN BACKFILLING AND REPLACING SURFACE FEATURES, MATCH EXISTING GRADE UNLESS NOTED OTHERWISE.

25. SEED ALL AREAS DISTURBED BY CONSTRUCTION OPERATIONS. REPLACE TREES AND SHRUBS IN KIND OR AS DIRECTED BY

THE CONTRACTING OFFICER.

22. BENCHMARK INFORMATION AT WPAFB MAY BE AVAILABLE FROM THE RECORDS DEPARTMENT IN BUILDING 30011. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PERMANENT AND TEMPORARY BENCHMARKS, AND RESTORING TO ORIGINAL LOCATION AND ELEVATION ALL PERMANENT BENCHMARKS AND

MONUMENTS THAT MAY BE DISTURBED OR DAMAGED BY THE WORK.

23. WHERE PIPING TO BE REMOVED PENETRATES A BUILDING WALL, MANHOLE WALL OR ROOF, PATCH THE

WALL/ROOF TO MATCH THE EXISTING CONSTRUCTION.

24. CONTRACTOR SHALL PROVIDE PROTECTION AND TEMPORARY SUPPORT FOR ALL CABLING LOCATED IN THE UTILITY TUNNEL PROVIDING SERVICE TO BUILDING 71D. IF DAMAGE OCCURS TO ANY BACKBONE OR HORIZONTAL CABLING (EXIST TO REMAIN), DURING CONSTRUCTION, IT IS CONTRACTOR'S RESPONSIBILITY TO

RESTORE IT BACK TO ITS ORIGINAL PRE-CONSTRUCTION CONDITION IMMEDIATELY.

25. CONNECTION CHARGE AGREEMENT (CCA) IS REQUIRED WITH AMERICAN WATER FOR INSPECTION AND BEFORE ANY WORK IS PERFORMED ON OR NEAR THE WATER OR SANITARY SEWER SYSTEMS. CONTACT MR. RANDOLPH FRIES AT 937-623-9786 TO ESTABLISH SCOPE, SCHEDULE AND METHOD OF PAYMENT WITHIN THE CCA.

26. SEE THE STANDARD SPECIFICATIONS AND DESIGN GUIDE FOR WPAFB PER AMERICAN WATER AT THE

FOLLOWING WEB LINK:

HTTPS://AMWATER.COM/CORP/PRODUCTS-SERVICES/MILITARY-SERVICES/WRIGHTPATTERSON-AIR-FORCE-BASE

27. THE PIPE TUNNEL CONNECTING BUILDINGS 71D AND 71B CAN BE ACCESSED FROM A STAIRWELL IN BUILDING 71B AND HATCH ACCESS ADJACENT TO BUILDING 71D. CONTRACTOR SHALL NOT EXPECT TO FIT PIPE SECTIONS GREATER THAN 10 FEET FROM EITHER OF THESE ACCESS POINTS. REFER TO SHEET G-004 FOR ACCESS

LOCATIONS.

28. CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS THE GOVERNMENT'S MINIMUM REQUIREMENTS AND NOT IN CONFLICT WITH OTHER CONTRACT PROVISIONS. UNLESS INDICATED OTHERWISE ON THE PLANS OR SPECIFICATIONS (E.G. SOLE-SOURCE), ALL LISTED MANUFACTURERS ARE THE BASIS OF DESIGN. FOR THESE BASIS OF DESIGN PRODUCTS, OTHER MANUFACTURERS MAY BE SUBSTITUTED AS LONG AS THE STANDARD OF QUALITY AND CHARACTERISTICS OF THE SUBSTITUTED MANUFACTURER MEET OR EXCEED THE STANDARD OF

QUALITY AND CHARACTERISTICS OF THE BASIS OF DESIGN.

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43.

2. NO ASBESTOS-CONTAINING MATERIAL SHALL BE INSTALLED DURING THIS PROJECT.

3. SOIL DISTURBANCE DURING THIS PROJECT, INCLUDING EQUIPMENT STAGING AREAS, WILL REQUIRE EROSION CONTROL MEASURES. FOR PROJECTS THAT DISTURB LESS THAN AN ACRE OF SOIL, AN EROSION CONTROL PLAN IS REQUIRED PRIOR TO SOIL DISTURBANCE. FOR PROJECTS THAT DISTURB MORE THAN AN ACRE, A NOTICE OF INTENT (NOI) MUST BE APPROVED BY THE OHIO EPA PRIOR TO ANY SOIL BEING DISTURBED AS WELL AS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) APPROVED BY 88 CEG/CEIEA. PLEASE CONTACT THE 88 CEG/CEIEA WATER PM MIKE VAUGHN, (937-257-8028 OR

MICHAEL.VAUGHN.3@US.AF.MIL)FOR ADDITIONAL INFORMATION.

4. THE GENERATION OF FUGITIVE EMISSIONS MUST BE KEPT TO A MINIMUM USING APPROVED DUST SUPPRESSING METHODS SUCH AS WATER SPRAYS ON AREA OF HIGH DUST GENERATION. FOR ADDITIONAL INFORMATION PLEASE CONTACT THE 88 CEG/CEIEA AIR PM CHRIS TUMBUSCH. CHRIS CAN BE REACHED AT

937-257-2455 OR BY EMAIL AT CHRISTOPHER.TUMBUSCH@US.AF.MIL

5. REMOVE AND DISPOSE OF ANY ASBESTOS CONTAINING MATERIAL IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 01 35 43.

6. DEMOLITION OF LOAD-BEARING WALLS OR STRUCTURALCOMPONENTS REQUIRE NOTIFICATION OF DEMOLITION AND RENOVATION TO THE REGIONAL AIR POLLUTION AND CONTROL AGENCY (RAPCA) A

MINIMUM OF 10 WORK DAYS PRIOR TO BEGINNING CONSTRUCTION.

7. ALL HAZARDOUS MATERIALS MUST BE PROPERLY MANAGED, LABELED AND STORED. ANY HAZARDOUS WASTE GENERATED FROM THIS CONSTRUCTION ACTIVITY MUST BE PROPERLY CHARACTERIZED, LABELED AND MANAGED BY TRAINED EMPLOYEE OF THE CONTRACTOR WITH KNOWLEDGE OF THE ACTIVITY / PROCESS WHERE THE WASTE WAS GENERATED. ALL HAZARDOUS WASTE WILL BE TURNED OVER TO THE GOV’T FOR DISPOSAL. IN ADDITION PROPER COORDINATION IS NEEDED WITH 88 CEG/CEIEC. QUESTIONS CONCERNING THE REQUIREMENTS FOR STORAGE AND DISPOSAL OF ANY HAZARDOUS MATERIALS CAN BE ADDRESSED BY THE 88 CEG/CEIEC HAZARDOUS MATERIALS PM, KAREN.BEASON@US.AF.MIL OR BY PHONE AT 937-257-5899 OR 88 CEG/CEIEC HAZARDOUS WASTE PM, EMILY EDREI (937-257- 0023 OR

EMILY.ERDEI@US.AF.MIL).

8. ANY LEAD CONTAINING PAINT CONTROL MEASURES SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 01 35 43.

9. ALL METAL AND WIRING SHALL BE RECYCLED AT THE WPAFB BASE RECYCLING CENTER. THE WPAFB RECYCLING CENTER IS AVAILABLE FOR CONTRACTOR USE TO REDUCE WASTE DISPOSAL. ALL RECYCLABLE

METAL IS TO BE RECYCLED THROUGH THE BASE RECYCLING CENTER. ALL RECYCLING MUST BE

ACCOMPLISHED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43. CONTACT WPAFB WPAFB RECYCLING PROGRAM MANAGER AT 937-257-5060 TO CONFIRM WHAT MATERIALS ARE RECYCLABLE AND TO COORDINATE TURN-IN. THE CONTRACTOR SHALL SUBMIT A QUARTERLY SUMMARY REPORT TO THE GOVERNMENT CONTRACT REPRESENTATIVE IAW WPAFB SPECIFICATION SECTION 01 35 43 STATING (1) THE COST TO RECYCLE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS RECYCLED, (2) THE COST TO DIVERT/REUSE THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS DIVERTED/REUSE,

(3) THE COST TO MULCH AND THE TONNAGE AND COST OF CONSTRUCTION AND DEMOLITION MATERIALS MULCHED, (4) THE COST FOR WASTE-TO-ENERGY AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS CONVERTED FROM WASTE-TO-ENERGY, (5) THE COST TO LANDFILL AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS LAND-FILLED, (6) THE COST TO INCINERATE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS INCINERATED, AND (7) EXPLANATION OF THE DIVERSION RATE IF LESS THAN 60%. THE QUARTERLY SUMMARY REPORTS SHALL BE RECEIVED ON APRIL 7, JULY 7, OCTOBER 7, AND JANUARY 7 COVERING THE THREE MONTHS PRIOR. THE QUARTERLY SUMMARY REPORTS SHALL BE ON THE WPAFB DIVERSION FORM. FOR ADDITIONAL INFORMATION CONTACT THE

RECYCLING PM, DAVE DALTON, AT 937-257-5060 OR DAVID.DALTON.2@US.AF.MIL.

10. TURN-IN ALL MERCURY CONTAINING LAMPS TO 88 CEG/CEIE IN ACCORDANCE WITH WPAFB SPECIFICATION

SECTION 01 35 43.

11. TURN-IN ALL PCB CONTAINING LIGHT BALLAST TO 88 CEG/CEIE IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 01 35 43.

12. 30 DAYS PRIOR TO START OF WORK, THE CONTRACTOR SHALL TAKE A REPRESENTATIVE SAMPLE OF THE HVAC SYSTEM WATER TO DETERMINE WHETHER IT CAN BE DRAINED DIRECTLY INTO THE SANITARY SEWER.

ANALYZE THE WATER TO DETERMINE THE TOTAL LEVEL OF EACH OF THE FOLLOWING: CADMIUM, CHROMIUM, COPPER, CYANIDE, LEAD, MERCURY, MOLYBDENUM, NICKEL, SILVER, ZINC, SULFIDE, OIL AND GREASE. THE LAB PERFORMING THE ANALYSES MUST BE CERTIFIED BY OHIO EPA TO ANALYZE FOR THESE PARAMETERS. PROVIDE A COPY OF THE LAB’S REPORT TO THE CONTRACTING OFFICER, WHO WILL IN TURN FORWARD IT TO 88 CEG/CEIEA FOR A DETERMINATION ON THE WASTEWATER DISPOSAL METHOD.

13. COORDINATE DISPOSITION OF EXCESS RADIOACTIVE COMMODITIES, E.G. IONIZATION TYPE SMOKE DETECTORS, RADIOLUMINESCENT EMERGENCY EXIT SIGNS, OR ANY OTHER RADIOACTIVE COMMODITY AND/OR RADIOACTIVE CONTAMINANT THROUGH THE INSTALLATION RADIATION SAFETY OFFICER, 88

AMDS/SGPB (IF APPLICABLE).

14. IF ANY DRINKING WATER MAINS ARE BEING EXTENDED, UPSIZED, OR NEW MAINS ARE BEING INSTALLED, A PLANS APPROVAL MAY BE REQUIRED FROM THE OHIO EPA PRIOR TO BEGINNING MAIN INSTALLATION. THE CONSTRUCTION CONTRACTOR SHALL PREPARE AND SUBMIT A DRAFT PLANS APPROVAL PACKAGE TO THE CONTRACTING OFFICER'S REPRESENTATIVE, INCLUDING A CHECK FOR ANY APPLICABLE OHIO EPA FEES, FOR REVIEW AND PROCESSING BY ENVIRONMENTAL MANAGEMENT, 88 CEG/CEIEA. ENVIRONMENTAL MANAGEMENT SHALL ENDORSE THE PACKAGE AS THE UTILITY OWNER AND SHALL SUBMIT IT TO OHIO EPA.

PLEASE CONTACT THE 88 CEG/CEIEA WATER PM, MIKE VAUGHN, (937-257-8028 OR MICHAEL.VAUGHN.3

@US.AF.MIL).

15. IF ANY SANITARY SEWER MAINS ARE BEING EXTENDED, UPSIZED OR NEW MAINS ARE BEING INSTALLED A PERMIT TO INSTALL (PTI) MAY BE REQUIRED FROM THE OHIO EPA PRIOR TO BEGINNING MAIN INSTALLATION.

THE CONSTRUCTION CONTRACTOR SHALL PREPARE AND SUBMIT A DRAFT PTI PACKAGE TO THE

CONTRACTING OFFICER'S REPRESENTATIVE, INCLUDING A CHECK FOR ANY APPLICABLE OHIO EPA FEES, FOR REVIEW AND PROCESSING BY ENVIRONMENTAL MANAGEMENT, 88 CEG/CEIEA. ENVIRONMENTAL MANAGEMENT SHALL ENDORSE THE PACKAGE AS THE UTILITY OWNER AND SHALL SUBMIT IT TO OHIO EPA.

PLEASE CONTACT THE 88 CEG/CEIEA WATER PM, MIKE VAUGHN, (937-257-8028 OR MICHAEL.VAUGHN.3

@US.AF.MIL).

16. PRIOR TO REMOVING/TRIMMING ANY TREES, PLEASE SUBMIT A LIST OF THE TREES TO BE REMOVED TO THE 88 CEG/CEIEA NATURAL RESOURCES PM DARRYN WARNER FOR APPROVAL. THREE TREES BE REPLACED FOR EVERY ONE TREE REMOVED. THE GENERAL 10-20-30 DIVERSITY RULE SHALL BE FOLLOWED WHEN PLANTING TREES. ONLY PLANTS/TREES ON THE APPROVED PLANTING LIST CAN BE PLANTED AND MUST BE OHIO NATIVES. CONTACT DARRYN WARNER BY EMAIL AT DARRYN.WARNER@US.AF.MIL OR BY PHONE AT 937-257-4857 FOR AN ACCEPTABLE TREE REPLACEMENT LISTING OR ADDITIONAL INFORMATION.

ENVIRONMENTAL NOTES:

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- PHASE 1

- PHASE 2

- PHASE 3

PHASE 1

PHASE 2

PHASE 1

PHASE 3 - BID OPTION #1

PHASE 2

BUILDING 20A

BUILDING 71D

BUILDING 71B

LOCATION OF TEMPORARY

COOLING SYSTEM 1 TO SERVE

BUILDING 20A.

LOCATION OF TEMPORARY COOLING

SYSTEM 2 TO SERVE BUILDING 71B.

LOCATION OF TEMPORARY COOLING

SYSTEM 3 TO SERVE BUILDING 20A

HATCH ACCESS TO

PIPE TUNNEL

STAIR ACCESS TO

PIPE TUNNEL

PIPING CLOSET

"G-BAY"

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AUXILIARY OIL

ROOM

P: 937-224-0861 www.heapy.com

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PROJECT NO.

CERTIFIED FINAL DESIGN

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G-004 2019-07060

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SCALE: 1" = 30'-0"

SITE PLAN

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PHASING GENERAL NOTES:

TEMPORARY COOLING SYSTEM NOTES:

1. APPROXIMATE LOCATION OF FIRE HYDRANT. THE FIRE HYDRANT MAY BE USED AS A SOURCE OF MAKEUP WATER FOR THE TEMPORARY COOLING SYSTEMS. PROVIDE APPROPRIATE BACKFLOW PREVENTION DEVICE.

2. REMOVE SECTION OF METAL CHAIN LINK FENCE FROM POST TO POST TO ALLOW FOR ROUTING OF TEMPORARY COOLING LINES. INSTALL PLYWOOD WITH OPENINGS FOR TEMPORARY PIPE ROUTING. FENCE SHALL BE SALVAGED FOR REINSTALLATION AFTER TEMPORARY COOLING SYSTEMS HAVE BEEN REMOVED FROM THE SITE.

3. GENERAL ROUTING OF MAKEUP WATER LINE. CONTRACTOR SHALL CONFIRM SITE CONDITIONS AND ACTUAL ROUTING PRIOR TO BIDDING. SIZE OF MAKEUP WATER LINE SHALL BE COORDINATED WITH THE EQUIPMENT RENTAL SUPPLIER. PROVIDE ALL THE NECESSARY SUPPORTS, PROTECTION, ACCESSORIES, ETC FOR A FULLY

FUNCTIONAL SYSTEM.

4. GENERAL ROUTING OF TEMPORARY CONDENSER WATER PIPING. CONTRACTOR SHALL CONFIRM SITE CONDITIONS AND ACTUAL ROUTING PRIOR TO BIDDING. COORDINATE WITH THE EQUIPMENT RENTAL SUPPLIER.

PROVIDE ALL THE NECESSARY SUPPORTS, PROTECTION, ACCESSORIES, ETC FOR A FULLY FUNCTIONAL SYSTEM.

5. REFER TO MECHANICAL PLANS FOR TEMPORARY CONDENSER WATER PIPING TIE-IN LOCATIONS.

6. REMOVE DOOR AND INSTALL PLYWOOD WITH OPENINGS FOR TEMPORARY PIPE ROUTING. DOOR SHALL BE

SALVAGED FOR REINSTALLATION AFTER TEMPORARY COOLING SYSTEMS HAVE BEEN REMOVED FROM THE SITE.

IF DOOR IS DAMAGED DURING CONSTRUCTION THEN THE DOOR SHALL BE REPLACED AT THE CONTRACTOR'S

EXPENSE.

PLAN NOTES:

0 9030 6015

A. THE PROJECT SHALL BE CONSTRUCTED IN THREE PHASES. THE INTENT OF THE PHASES IS TO PROVIDE A SEQUENTIAL ORDER FOR CONSTRUCTION. THE PHASE DESCRIPTIONS BELOW DESCRIBE THE GENERAL SCOPE OF WORK FOR EACH PHASE. BUILDING 20A AND BUILDING 71B SHALL REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL MAINTAIN SAFE EGRESS PATHS FROM ALL

EXITS OF BUILDING 20A AND BUILDING 71B DURING ALL CONSTRUCTION PHASES.

B. THE CENTRAL PLANT OUTAGE IN BUILDING 71D SHALL OCCUR BETWEEN APRIL 1 AND OCTOBER 1.

C. AT THE BEGINNING OF CONSTRUCTION A 1 WEEK OUTAGE OF THE ENTIRE SYSTEM SHALL BE ALLOWED FOR

INSTALLATION OF SYSTEM ISOLATION VALVES AND TIE-IN POINTS FOR CONNECTION TO TEMPORARY COOLING SYSTEMS. THIS WORK SHALL OCCUR PRIOR TO THE CENTRAL PLANT OUTAGE IN NOTE B. COORDINATE OUTAGE

WITH THE GOVERNMENT 30 DAYS IN ADVANCE.

D. THE TEMPORARY COOLING SYSTEMS AND CONNECTIONS SHALL BE IN PLACE AND OPERATIONAL PRIOR TO SHUT

DOWN OF THE CENTRAL PLANT IN BUILDING 71D.

E. THE GOVERNMENT SHALL BE GIVEN A 30 DAY NOTICE IN ADVANCE OF ANY OUTAGES.

F. PHASE 1 SHALL INCLUDE THE FOLLOWING WORK:

a. NEW ABOVE GRADE CONDENSER WATER PIPING FROM BUILDING 71D TO THE AUXILIARY OIL ROOM IN BUILDING 20A. THIS SCOPE SHALL BE COMPLETED FIRST TO THE MAXIMUM EXTENT POSSIBLE WHILE MAINTAINING THE EXISTING OPERATION OF THE CENTRAL PLANT AND TEMPORARY ABOVE GRADE PIPING SYSTEM. THIS WORK CAN

OCCUR AT ANY TIME OF THE YEAR.

b. REPLACEMENT OF THE CONDENSER WATER CENTRAL PLANT IN BUILDING 71D.

c. REPLACEMENT OF THE CONDENSER WATER PIPING LOCATED IN THE TUNNEL FROM BUILDING 71D TO BUILDING

71B.

d. ALL ELECTRICAL WORK.

G. PHASE 2 SHALL INCLUDE THE FOLLOWING WORK:

a. REPLACEMENT OF CONDENSER WATER PIPING FROM THE OIL AUXILIARY ROOM TO THE HEAT EXCHANGER IN

BUILDING 20A.

b. REPLACEMENT OF THE CONDENSER WATER PIPING IN BUILDING 71B MECHANICAL ROOM FROM THE TUNNEL TO

B.71B G-BAY.

H. PHASE 3 BID OPTION 1 SHALL INCLUDE THE FOLLOWING WORK:

a. NEW CONDENSER WATER PIPING FROM BUILDING 71B MECHANICAL ROOM THROUGH BUILDING 71B G-BAY TO

PIPING CLOSET AT NORTH END.

I. CONTRACTOR SHALL PROCEED WITH PHASE 2 PIPE REPLACEMENT IMMEDIATELY FOLLOWING COMPLETION OF

PHASE 1 PIPE REPLACEMENT.

J. COORDINATE SYSTEM OUTAGES AND DURATION OF OUTAGE WITH GOVERNMENT 30 DAYS IN ADVANCE OF PHASE 2 WORK. SYSTEM OUTAGES AT BUILDING 20A ARE ANTICIPATED DURING PHASE 2 CONSTRUCTION. TEMPORARY SYSTEM 1 WILL NOT NEED TO BE OPERATIONAL DURING PHASE 2 CONSTRUCTION. TEMPORARY SYSTEMS 2 AND 3

SHALL REMAIN OPERATIONAL DURING PHASE 2 WORK.

K. UPON COMPLETION OF PHASE 2 THE NEW CONDENSER WATER SYSTEM AND CONTROLS SHALL BE TESTED, ADJUSTED, BALANCED AND COMMISSIONED.

A. TEMPORARY COOLING SYSTEMS SHALL BE PROVIDED WITH COOLING TOWER(S), PUMPS, ELECTRICAL PANELS, MOTOR STARTERS, DISCONNECTS, CONTROLS, ETC FOR A FULLY FUNCTIONAL SYSTEM. THE BASIS OF DESIGN FOR THE TEMPORARY COOLING SYSTEMS IS UNITED RENTALS OR EQUAL. UNITED RENTALS CONTACT IS TREVER HASELBERGER AT (216)-339-3271 AND THASELBERG@UR.COM. CONTRACTOR SHALL REVIEW THE PROPOSED TEMPORARY SYSTEM LOCATIONS WITH THE RENTAL COMPANY AND COORDINATE ALL SYSTEM REQUIREMENTS INCLUDING, AT MINIMUM, MAKEUP WATER, ELECTRICAL POWER, TEMPORARY PIPE ROUTING AND CONNECTIONS

PRIOR TO BIDDING.

B. TEMPORARY SYSTEMS SHOP DRAWING SUBMITTALS SHALL BE SUBMITTED TO GOVERNMENT FOR REVIEW AND

APPROVAL PRIOR TO ORDERING.

C. EACH TEMPORARY SYSTEM SHALL BE CAPABLE OF ACCEPTING AN EXTERNAL CONTROL SIGNAL FOR TIME OF DAY SCHEDULING. CONTRACTOR SHALL ASSUME A MINIMUM OF 250 FEET OF CONTROL WIRING FROM NEAREST CONTROLLER. COORDINATE LOCATION OF CONTROLLER WITH GOVERNMENT. TIME OF DAY SCHEDULING WILL

BE PROGRAMMED BY GOVERNMENT.

D. EACH TEMPORARY PIPING SYSTEM SHALL INCLUDE A BYPASS WITH BALANCE VALVE TO ENSURE MINIMUM FLOW

REQUIREMENTS FOR THE TEMPORARY PUMPS AND COOLING TOWERS.

E. THE COOLING TOWERS SHALL BE EQUIPPED WITH A BASIN HEATER FOR FREEZE PROTECTION.

F. TEMPORARY COOLING SYSTEM 1 SHALL CONSIST OF (2) 500 TON COOLING TOWERS AND (2) 1500 GPM - 60 HP

PUMPS WITH ILINE PANELS. ONE PUMP SERVES ONE COOLING TOWER.

a. (1) 500 TON COOLING TOWER AND (1) 1500 GPM PUMP SHALL BE POWERED FROM UTILITY POWER. THE

UTILITY POWER FEEDER SHALL BE BROUGHT TO AN ILINE PANEL WITH BREAKERS AND BRANCH CIRCUITS

SERVING EACH ITEM OF EQUIPMENT.

b. (1) 500 TON COOLING TOWER AND (1) 1500 GPM PUMP SHALL BE POWERED FROM EMERGENCY POWER. THE EMERGENCY POWER FEEDER SHALL BE BROUGHT TO AN ILINE PANEL WITH BREAKERS AND BRANCH

CIRCUITS SERVING EACH ITEM OF EQUIPMENT.

c. REFER TO SHEET E-107 FOR ADDITIONAL ELECTRICAL INFORMATION.

G. TEMPORARY COOLING SYSTEM 2 SHALL CONSIST OF (1) 500 TON COOLING TOWERS AND (2) 750 GPM - 40 HP

PUMPS. THE TWO PUMPS SHALL BE HEADERED TOGETHER TO SERVE THE COOLING TOWER.

a. (1) 750 GPM PUMP SHALL BE POWERED FROM EMERGENCY POWER.

b. (1) 500 TON COOLING TOWER AND (1) 750 GPM PUMP SHALL BE POWERED FROM UTILITY POWER. THE

FEEDER SHALL BE BROUGHT TO AN ILINE PANEL WITH BREAKERS AND BRANCH CIRCUITS SERVING EACH

ITEM OF EQUIPMENT.

c. REFER TO SHEET E-107 FOR ADDITIONAL ELECTRICAL INFORMATION.

H. TEMPORARY COOLING SYSTEM 3 SHALL CONSIST OF (1) 300 TON COOLING TOWER AND (2) 250 GPM - 25 HP

PUMPS. THE TWO PUMPS SHALL BE HEADERED TOGETHER TO SERVE THE COOLING TOWER.

a. (1) 250 GPM PUMP SHALL BE POWERED FROM EMERGENCY POWER.

b. (1) 500 TON COOLING TOWER AND (1) 250 GPM PUMP SHALL BE POWERED FROM UTILITY POWER. THE

FEEDER SHALL BE BROUGHT TO AN ILINE PANEL WITH BREAKERS AND BRANCH CIRCUITS SERVING EACH

ITEM OF EQUIPMENT.

c. REFER TO SHEET E-107 FOR ADDITIONAL ELECTRICAL INFORMATION.

I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ANY TEMPORARY COOLING SYSTEM OUTAGES DO

NOT EXTEND PAST 3 WORKING DAYS. IN THE CASE THAT AN OUTAGE MAY EXTEND BEYOND 3 WORKING DAYS, THE CONTRACTOR SHALL PROVIDE THE ACO WITH A SCHEDULE AND COURSE OF ACTION TO MAKE THE TEMPORARY COOLING SYSTEM OPERATIONAL WITHOUT DISRUPTION TO THE USER’S OPERATIONS.

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HTR5

662 679

HTR4

UNIT

HTR1

SUMP

PUMP

SUMP

PUMP

M0BILARMA 522

APPROXIMATELY 48 SF OF GASKET MATERIAL IS LOCATED IN THE PROJECT

SPACE. IF ANY OF THE EQUIPMENT WILL BE DISTURBED DURING THE

RENOVATION THEN PROPER REMOVAL OF THE MATERIAL SHALL BE

PERFORMED IN ACCORDANCE WITH SPECIFICATION SECTION 01 35 43.

THE ENTIRE TRENCH IS FILLED WITH PETROLEUM SLUDGE. IN ORDER TO DO WORK

IN THE SUMP PIT AREA ALL THE PETROLEUM SLUDGE MATERIAL SHALL BE

REMOVED AND THE CONCRETE CLEANED WITH A DEGREASER AND POWER

WASHED.

IT SHOULD BE NOTED THAT AN APPROXIMATELY 2,000

GALLON PETROLEUM TANK IS LOCATED IN THE

PROJECT AREA.

P: 937-224-0861 www.heapy.com

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PROJECT NO.

BLDG

BLDG 20A

BLDG

EIGHTH STREET

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BLDG 71B BLDG

71D

CELL

SITE PLAN KEY

AREA OF

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AREA OF

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AREA OF WORK

AREA OF

WORK

CERTIFIED FINAL DESIGN

C B

\M o d e l\ -0

-M

E P

-C e n tr a l_ jm e lle r@ h e a p y .c o m

.r v t

M /8

H-101 2019-07060

L A

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L E

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F E

B R

U A

R Y

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T V

H A

Z A

R D

O U

S M

A T

E R

L S

P L A

B .2

B A

S E

M E

N T

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

HAZARDOUS MATERIALS PLAN - B.20A BASEMENT

1 N

GENERAL NOTES

A. ASSUME THE PAINTED SUBSTRATES IN THE TUNNEL ARE LEAD-BASED. CONTRACTORS IMPACTING OR DISTURBING PAINTED SUBSTRATES WOULD NEED TO COMPLY WITH THE OSHA LEAD IN CONSTRUCTION STANDARD, 29 CFR

1926.62. THE OSHA PERMISSIBLE EXPOSURE LIMIT (PEL) FOR AIRBORNE LEAD EXPOSURE CONCENTRATIONS WHICH HAS BEEN ESTABLISHED TO BE 50 MICROGRAMS PER CUBIC METER AND THE OSHA ACTION LEVEL HAS BEEN ESTABLISHED TO BE 30 MICROGRAMS PER CUBIC METER. ALL CONTRACTORS WILL BE REQUIRED TO PERFORM PERSONAL EXPOSURE MONITORING WHEN DISTURBING ANY EXISTING PAINTED SUBSTRATES AND COMPONENTS AND COMPARE SAMPLE RESULTS TO THE OSHA REGULATORY THRESHOLD LEVELS AND CONDUCT WORK

PRACTICES ACCORDINGLY.

0 248 164

2Q R

_P la ns -0

UNIT

HTR1

SUMP

PUMP

SUMP

PUMP

M0BILARMA 522

UNEXCAVATED

TYP.

P: 937-224-0861 www.heapy.com

W P

A F

D E

S C

N M

A R

K D

A T

E M

A R

K D

E S

C R

D A

T E

H C

E N

E E

G G

R O

U P

W P

A F

B O

H T

A V

P R

O J E

C T

N O

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

T E

E x3

C O

O R

A T

O R

P L O

T S

C A

L E

L O

T D

A T

SHEET

IDENTIFICATION

SHEET OF

W R

T -P

A T

T E

R S

O N

F O

R C

E B

A S

E E

N G

E R

C H

E S

C H

R E

P L A

C E

P R

O C

E S

S C

O O

G L

PROJECT NO.

BLDG

BLDG 20A

BLDG

EIGHTH STREET

S T

R E

E T

SEVENTH STREET

BLDG 71B BLDG

71D

CELL

SITE PLAN KEY

AREA OF

WORK

AREA OF

WORK

AREA OF WORK

AREA OF

WORK

CERTIFIED FINAL DESIGN

C B

\M o d e l\ -0

-M

E P

-C e n tr a l_ jm e lle r@ h e a p y .c o m

.r v t

M /8

H-102 2019-07060

L A

S H

L E

R O

H R

E N

C h e c k e r

F E

B R

U A

R Y

Z H

T V

H A

Z A

R D

O U

S M

A T

E R

L S

P L A

B .2

S T

F L O

O R

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

HAZARDOUS MATERIALS PLAN - B.20A FIRST FLOOR

1 N

PLAN NOTES

1. ASSUME ALL PAINTED STRUCTURAL STEEL IS LEAD-BASED. CONTRACTORS IMPACTING OR DISTURBING PAINTED SUBSTRATES WOULD NEED TO COMPLY WITH THE OSHA LEAD IN CONSTRUCTION STANDARD, 29 CFR 1926.62. THE OSHA PERMISSIBLE EXPOSURE LIMIT (PEL) FOR AIRBORNE LEAD EXPOSURE CONCENTRATIONS WHICH HAS BEEN ESTABLISHED TO BE 50 MICROGRAMS PER CUBIC METER AND THE OSHA ACTION LEVEL HAS BEEN ESTABLISHED TO BE 30 MICROGRAMS PER CUBIC METER. ALL CONTRACTORS WILL BE REQUIRED TO PERFORM PERSONAL EXPOSURE MONITORING WHEN DISTURBING ANY EXISTING PAINTED SUBSTRATES AND COMPONENTS AND COMPARE SAMPLE RESULTS TO THE OSHA REGULATORY THRESHOLD LEVELS AND CONDUCT WORK PRACTICES

ACCORDINGLY.

2Q R

_P la ns -0

27_ 28_ 29_ 30_

_6_ _7_ _8_ _9_

APPROXIMATELY 10 SF OF GASKET MATERIAL IS LOCATED IN THIS

PROJECT SPACE. IF ANY OF THE EQUIPMENT WILL BE DISTURBED

DURING RENOVATION THEN PROPER HANDLING OF THE MATERIAL

SHALL BE PERFORMED IN ACCORDANCE WITH SPECIFICATION

SECTION 01 35 43.

APPROXIMATELY 37 SF OF GASKET MATERIAL IS

LOCATED IN THIS PROJECT SPACE. IF ANY OF THE

EQUIPMENT WILL BE DISTURBED DURING RENOVATION

THEN PROPER HANDLING OF THE MATERIAL SHALL BE

PERFORMED IN ACCORDANCE WITH SPECIFICATION

SECTION 01 35 43.

P: 937-224-0861 www.heapy.com

W P

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A R

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C R

D A

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H C

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E E

G G

R O

U P

W P

A F

B O

H T

A V

P R

O J E

C T

N O

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

T E

E x3

C O

O R

A T

O R

P L O

T S

C A

L E

L O

T D

A T

SHEET

IDENTIFICATION

SHEET OF

W R

T -P

A T

T E

R S

O N

F O

R C

E B

A S

E E

N G

E R

C H

E S

C H

R E

P L A

C E

P R

O C

E S

S C

O O

G L

PROJECT NO.

BLDG

BLDG 20A

BLDG

EIGHTH STREET

S T

R E

E T

SEVENTH STREET

BLDG 71B BLDG

71D

CELL

SITE PLAN KEY

AREA OF

WORK

AREA OF

WORK

AREA OF WORK

AREA OF

WORK

CERTIFIED FINAL DESIGN

C B

\M o d e l\ -0

-M

E P

-C e n tr a l_ jm e lle r@ h e a p y .c o m

.r v t

M /8

H-103 2019-07060

L A

S H

L E

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H R

E N

N L

F E

B R

U A

R Y

Z H

T V

H A

Z A

R D

O U

S M

A T

E R

L S

P L A

B .7

S T

F L O

O R

NSCALE: 1/8" = 1'-0"

HAZARDOUS MATERIALS PLAN - B.71B FIRST FLOOR "G-BAY"

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

HAZARDOUS MATERIALS PLAN - B.71B FIRST FLOOR MECHANICAL ROOM

2 N

2Q R

_P la ns -0

CRANE RAIL

STEAM TUNNEL

U P

RAMP

SULFURIC ACID

BENZOTRIAZOLE

METHYLISOTHIAZOLIN

SODIUM HYPOCHLORITE

LEGEND

APPROXIMATELY 51 SF OF GASKET MATERIAL IS LOCATED IN THE PROJECT SPACE. IF ANY

OF THE EQUIPMENT WILL BE DISTURBED DURING THE RENOVATION THEN PROPER

REMOVAL OF THE MATERIAL SHALL BE PERFORMED IN ACCORDANCE WITH

SPECIFICATION SECTION 01 35 43.

APPROXIMATELY 48 SF OF TRANSITE OR BAKELITE MATERIAL IS LOCATED IN THE

PROJECT SPACE. IF ANY OF THE EQUIPMENT WILL BE DISTURBED DURING THE

RENOVATION THEN PROPER REMOVAL OF THE MATERIAL SHALL BE PERFORMED IN

ACCORDANCE WITH SPECIFICATION SECTION 01 35 43.

P: 937-224-0861 www.heapy.com

W P

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C R

D A

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H C

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E E

G G

R O

U P

W P

A F

B O

H T

A V

P R

O J E

C T

N O

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

T E

E x3

C O

O R

A T

O R

P L O

T S

C A

L E

L O

T D

A T

SHEET

IDENTIFICATION

SHEET OF

W R

T -P

A T

T E

R S

O N

F O

R C

E B

A S

E E

N G

E R

C H

E S

C H

R E

P L A

C E

P R

O C

E S

S C

O O

G L

PROJECT NO.

BLDG

BLDG 20A

BLDG

EIGHTH STREET

S T

R E

E T

SEVENTH STREET

BLDG 71B BLDG

71D

CELL

SITE PLAN KEY

AREA OF

WORK

AREA OF

WORK

AREA OF WORK

AREA OF

WORK

CERTIFIED FINAL DESIGN

C B

\M o d e l\ -0

-M

E P

-C e n tr a l_ jm e lle r@ h e a p y .c o m

.r v t

M A s in d ic a te d

H-104 2019-07060

L A

S H

L E

R O

H R

E N

N L

F E

B R

U A

R Y

Z H

T V

H A

Z A

R D

O U

S M

A T

E R

L S

P L A

B .7

S T

F L O

O R

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

HAZARDOUS MATERIALS PLAN - B.71D FIRST FLOOR

1 N

GENERAL NOTES

A. THERE'S APPROXIMATELY 4,560 SF OF GREEN AND WHITE LEAD BASED PAINT ASSOCIATED WITH THE CONDENSING

WATER SYSTEM.

B. ASSUME THE PAINTED SUBSTRATES IN THE TUNNEL ARE LEAD-BASED. CONTRACTORS IMPACTING OR DISTURBING PAINTED SUBSTRATES WOULD NEED TO COMPLY WITH THE OSHA LEAD IN CONSTRUCTION STANDARD, 29 CFR

PRACTICES ACCORDINGLY.

0 248 164

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BUILDING 20A

BUILDING 71D

BUILDING 71B

Ex. STM CB Top= 809.86

Inv 8" (S) = 806.64 Inv 8" (N) = 808.13

Ex. STM CB Top= 809.93 Inv 8" (N)= 807.04

Ex. STM CB Top= 810.10

Inv 10" (W) = 806.61 Inv 8" (E) = 807.09 Inv 8" (N) = 806.73 Inv 8" (S) = 806.88

Ex. STM CB Top= 810.52

Inv 8" (W) = 809.65

Ex. STM CB Top= 810.77 Inv= 808.77

Ex. STM CB Top= 811.01

Inv 8" (E) = 807.37 Inv 6" (NE) = 807.37

Ex. STM CB Top= 811.12

Inv 10" (S) = 809.54Ex. STM CB Top= 811.56

Inv 6" (N) = 808.91 Inv 6" (S) = 808.96

Ex. STM CB Top= 811.62 Inv 10" (W) = 809.14 Inv 15" (SW) = 808.24 Inv 15" (SE) = 808.72Ex. STM CB

Top= 812.15 Inv 15" (SW) = 807.91 Inv 15" (NE) = 807.91

Inv 6" (N) = 807.91

Ex. SAN MH Top= 812.81

Inv 24" (E) = 806.76 Inv 24" (W) = 806.76

Inv 8" (E) = 806.61 Inv 8" (W) = 806.61

Ex. STM CB Top= 833.05 Inv 12" (S) = 828.55

Ex. STM CB Top= 933.32 Inv 12" (N) = 927.22 Inv 15" (W) = 926.18

EMISSION VENT LINES

MANHOLE

ACCESS

TO PIT

HATCH ACCESS

TOP= 811.61

INV.= 808.50

(PER RECORD)

HATCH ACCESS

Ex. STM CB Top= 809.92

Inv 8" (N)= 807.73

Ex. STM CB Top= 811.09 Inv=(FILLED

WITH DEBRIS)

TUNNEL

6" V.C.P.

12" V.C.P.

15" V.I.C.P. 15" V.I.C.P.15" V.I.C.P.

EX. AUX. OIL

ROOM

SEVENTH ST.

8" V.I.C.P.~

CNPT #3

CNPT #6

CNPT #7

CNPT #4

EX. COOLANT LINES

ABANDONED IN PLACE

EX. COOLANT LINES

ABANDONED IN PLACE

EX. COOLANT LINES

ABANDONED IN PLACE

TEMP. COOLANT LINES

P: 937-224-0861 www.heapy.com

D E

S C

N M

A R

K D

M A

R K

D E

S C

N D

R O

T N

N A

M E

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

C O

O R

T S

C A

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T D

SHEET

IDENTIFICATION

SHEET OF 66

W P A

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C O

IIN

G L

1D , F

A S

N O

PROJECT NO. 2019-07060

2500 Newmark Drive Miamisburg, OH 45342

(937) 259-5000 tel LJBinc.com

3/ 4/

A M

W R

A D

. F R

BLDG

BLDG 20A

BLDG

EIGHTH STREET

S T

R E

E T

SEVENTH STREET

BLDG 71B BLDG

71D

CELL

SITE KEY PLAN

NTS

WORK

AREA

P2 : 4

CERTIFIED FINAL DESIGN

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING WATER LINE

EXISTING FENCE

EXISTING ELECTRIC LINE

EXISTING LEGEND

EXISTING STORM CATCH BASIN

EXISTING CLEANOUT

EXISTING BOLLARD

EXISTING AIR CONDITIONER

CONCRETE STEPS

UTILITY TRENCH

EXISTING DOWNSPOUT

V-101

G C

O N

SANITARY IS PLUGGED

PER RECORDS

POSITIONING METHOD: OHIO VRS

HORIZONTAL DATUM: NAD83(2011) / OHIO SOUTH (3402)

GEOID: 12B (CONUS)

VERTICAL DATUM: NAVD88

.d w g

2Q R

_P la ns -0

BUILDING 71D

BUILDING 71B

Ex. STM CB Top= 809.86

Inv 8" (S) = 806.64 Inv 8" (N) = 808.13

Ex. STM CB Top= 809.93 Inv 8" (N)= 807.04

Ex. STM CB Top= 810.10

Inv 10" (W) = 806.61 Inv 8" (E) = 807.09 Inv 8" (N) = 806.73 Inv 8" (S) = 806.88

Ex. STM CB Top= 810.52

Inv 8" (W) = 809.65

Ex. STM CB Top= 810.77 Inv= 808.77

Ex. STM CB Top= 811.01

Inv 8" (E) = 807.37 Inv 6" (NE) = 807.37

Ex. STM CB Top= 811.12

Inv 10" (S) = 809.54Ex. STM CB Top= 811.56

Inv 6" (N) = 808.91 Inv 6" (S) = 808.96

Ex. STM CB Top= 811.62 Inv 10" (W) = 809.14 Inv 15" (SW) = 808.24 Inv 15" (SE) = 808.72Ex. STM CB

Top= 812.15 Inv 15" (SW) = 807.91 Inv 15" (NE) = 807.91

Inv 6" (N) = 807.91

Ex. SAN MH Top= 812.81

Inv 24" (E) = 806.76 Inv 24" (W) = 806.76

Inv 8" (E) = 806.61 Inv 8" (W) = 806.61

Ex. STM CB Top= 833.05 Inv 12" (S) = 828.55

Ex. STM CB Top= 933.32 Inv 12" (N) = 927.22 Inv 15" (W) = 926.18

EMISSION VENT LINES

MANHOLE

ACCESS

TO PIT

HATCH ACCESS

TOP= 811.61

INV.= 808.50

(PER RECORD)

HATCH ACCESS

Ex. STM CB Top= 809.92

Inv 8" (N)= 807.73

Ex. STM CB Top= 811.09 Inv=(FILLED

WITH DEBRIS)

TUNNEL

6" V.C.P.

12" V.C.P.

15" V.I.C.P. 15" V.I.C.P.15" V.I.C.P.

EX. AUX. OIL

ROOM

SEVENTH ST.

8" V.I.C.P.~

EX. COOLANT LINES

ABANDONED IN PLACE

EX. COOLANT LINES

ABANDONED IN PLACE

P: 937-224-0861 www.heapy.com

D E

S C

N M

A R

K D

M A

R K

D E

S C

N D

R O

T N

N A

M E

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

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O R

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C A

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SHEET

IDENTIFICATION

SHEET OF 66

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PROJECT NO. 2019-07060

2500 Newmark Drive Miamisburg, OH 45342

(937) 259-5000 tel LJBinc.com

3/ 4/

A M

W R

A D

. F R

BLDG

BLDG 20A

BLDG

EIGHTH STREET

S T

R E

E T

SEVENTH STREET

BLDG 71B BLDG

71D

CELL

SITE KEY PLAN

NTS

WORK

AREA

P2 : 4

CERTIFIED FINAL DESIGN

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING WATER LINE

EXISTING FENCE

EXISTING ELECTRIC LINE

EXISTING LEGEND

EXISTING STORM CATCH BASIN

EXISTING CLEANOUT

EXISTING BOLLARD

EXISTING AIR CONDITIONER

UTILITY TRENCH

EXISTING DOWNSPOUT

CODED NOTES:

1. EXISTING TEMPORARY COOLING LINES TO BE REMOVED AND DISPOSED OF.

CD-101

N P

EXISTING TEMP. COOLING LINE

CONCRETE STEPS

EXISTING TREES TO BE REMOVED

C D

dw g

2Q R

_P la ns -0

813.82 TP

BUILDING 71D

BUILDING 71B

Ex. STM CB Top= 809.86

Inv 8" (S) = 806.64 Inv 8" (N) = 808.13

Ex. STM CB Top= 809.93 Inv 8" (N)= 807.04

Ex. STM CB Top= 810.10

Inv 10" (W) = 806.61 Inv 8" (E) = 807.09 Inv 8" (N) = 806.73 Inv 8" (S) = 806.88

Ex. STM CB Top= 810.52

Inv 8" (W) = 809.65

Ex. STM CB Top= 810.77 Inv= 808.77

Ex. STM CB Top= 811.01

Inv 8" (E) = 807.37 Inv 6" (NE) = 807.37

Ex. STM CB Top= 833.05 Inv 12" (S) = 828.55

EMISSION VENT LINES

MANHOLE

ACCESS

TO PIT

HATCH ACCESS

TOP= 811.61

INV.= 808.50

(PER RECORD)

HATCH ACCESS

Ex. STM CB Top= 809.92

Inv 8" (N)= 807.73

Ex. STM CB Top= 811.09 Inv=(FILLED

WITH DEBRIS)

TUNNEL

6" V.C.P.

12" V.C.P.

15" V.I.C.P. 15" V.I.C.P.15" V.I.C.P.

EX. AUX. OIL

ROOM

SEVENTH ST.

8" V.I.C.P.~ CNPT #3

CNPT #6

CNPT #7

CNPT #4

NEW 12" RETURN

NEW 12" SUPPLY

CONCRETE STEPS

28.4'

4.5

'-0

" O .C

.9'

6" 3'

813.43

813.62

817.25816.67

819.98 820.58

822.23

822.83

822.69 823.29

823.57 824.17

824.50 825.10

825.38 825.98

825.70 826.31

825.65 828.88

825.38 828.90

825.22 828.90

813.82 TP

817.75 TP

821.08 TP

823.33 TP

823.79 TP

824.67 TP

825.60 TP

826.48 TP

826.82 TP

829.38 TP

829.40 TP

817.75 TP

821.08 TP

823.33 TP

823.79 TP

824.67 TP

825.60 TP

826.48 TP

826.82 TP

829.38 TP

829.40 TP

822.06 BW

828.94 TW

829.04 TW

822.06 BW

822.00 TW

821.01 BW

MODULAR BLOCK WALL

(SEE DETAIL ON SHEET C501)

(SEE SHEET S-506 FOR

HATCH DETAILS)

PROFILE VIEW: COOLANT LINES PROFILE

BOTTOM OF PIPE

= 823.06

NEW 12" SUPPLY

NEW 12" RETURN

EXISTING BUILDING 20AEXISTING SURFACE

° B

FINISHED FLOOR ELEV.

= 812.76

EXISTING BUILDING 71D

FINISHED FLOOR ELEV.

= 811.99

(FIELD VERIFY)

0+00

7.5

0+25

7.8

5.4

0+50

5.5

3.1

0+75

0.7

9.3

1+00

1.1

1+25 1+47

TOP OF SLAB = 829.59

BOTTOM OF PIPE = 830.72

PROPOSED SURFACE

EX. SIDEWALK

° B

ESTIMATED

ROCK ELEVATIONMODULAR

BLOCK WALL

(SEE DETAIL ON

SHEET C501)

8' 6' (T

6' (T

P: 937-224-0861 www.heapy.com

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IDENTIFICATION

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N O

PROJECT NO. 2019-07060

2500 Newmark Drive Miamisburg, OH 45342

(937) 259-5000 tel LJBinc.com

3/ 4/

A M

W R

A D

. F R

BLDG

BLDG 20A

BLDG

EIGHTH STREET

S T

R E

E T

SEVENTH STREET

BLDG 71B BLDG

71D

CELL

SITE KEY PLAN

NTS

WORK

AREA

P2 : 4

CERTIFIED FINAL DESIGN

NEXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING WATER LINE

EXISTING ELECTRIC LINE

EXISTING LEGEND

EXISTING STORM CATCH BASIN

EXISTING CLEANOUT

EXISTING BOLLARD

EXISTING AIR CONDITIONER

EXISTING FOUNDATION FOOTING (TYP.)

EXISTING DOWNSPOUT

EXISTING STORM LINE

COOLING PIPES PROFILE

C-201

C O

N T

O U

CODED NOTES:

1. 4' Ø PIER. SEE DETAIL SHEET S-501

2. 3' Ø PIER. SEE DETAIL SHEET S-501

3. EXTERIOR RACK SUPPORT (TYP.) SEE DETAIL SHEET S-501

POSITIONING METHOD: OHIO VRS

HORIZONTAL DATUM: NAD83(2011) / OHIO SOUTH (3402)

GEOID: 12B (CONUS)

VERTICAL DATUM: NAVD88

3 TYP.

TYP.

3TYP.

PERMANENT STABILIZATION: DISTURBED PORTIONS OF THE

SITE WHERE CONSTRUCTION ACTIVITES PERMANENTLY

CEASES SHALL BE STABILIZED WITH PERMANENT SEED NO

LATER THAN 7 DAYS AFTER THE LAST

CONSTRUCTION ACTIVITY.

STABILIZATION TYPE J F M A M J J A S O N D

PERMANENT SEEDING ● ● ● * * * ● ●

DORMANT SEEDING ● ● ● ● ● ●

TEMPORARY SEEDING ● ● ● * * * ● ●

SODDING ** ** ** ** ** ** **

MULCHING ● ● ● ● ● ● ● ● ● ● ● ●

* - IRRIGATION NEEDED

** - IRRIGATION NEEDED FOR 2-3 WEEKS AFTER SOD IS

APPLIED

829.40 PROPOSED GROUND ELEVATION

829.40 TP TOP OF PIER ELEVATION

829.40 TW TOP OF WALL ELEVATION

829.40 BW BOTTOM OF WALL ELEVATION

FLOW 4"

FLOW

3. STAPLE FILTER MATERIAL TO STAKES

AND EXTEND IT INTO THE TRENCH.

4. BACKFILL AND COMPACT THE

EXCAVATED SOIL.

2. EXCAVATE A 4" X 4" TRENCH UPSLOPE

ALONG THE LINE OF STAKES.

1. SET THE STAKES

CONSTRUCTION OF A FILTER BARRIER (SILT FENCE)

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 31, 2022.