W912QR22R0016_Plans-0002.pdf

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.

29. THE GOVERNMENT SHALL BE RESPONSIBLE FOR RELOCATING EXISTING BOXES, STACKS OF MANUALS, AND OTHER MISCELLANEOUS EQUIPMENT TO ACCOMMODATE THE CONTRACTOR'S WORK. CONTRACTOR SHALL COORDINATE THE RELOCATION OF MISCELLANEOUS EQUIPMENT WITH THE GOVERNMENT 7 CALENDAR DAYS IN

ADVANCE OF WORK TO BE PERFORMED.

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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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 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. THE TRENCH

IS 4' WIDE AND 35' LONG AND THE PETROLEUM SLUDGE IS APPROXIMATELY 1" DEEP.

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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B .2

A

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M E

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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.

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813.82 TP

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= 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

6'

1+

0+

1+

NEW 12" RETURN

NEW 12" SUPPLY

CONCRETE STEPS

28.4'

4.5

'-0

" O .C

MA

X.

.9'

FI

EL

D

VE

RI

FY

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

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

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)

11.5'

PROFILE VIEW: COOLANT LINES PROFILE

BOTTOM OF PIPE

= 823.06

NEW 12" SUPPLY

NEW 12" RETURN

EXISTING BUILDING 20AEXISTING SURFACE

° B

EN

D

ST

A.

+3

7.

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

EN

D

ST

A.

+4

7.

ESTIMATED

ROCK ELEVATIONMODULAR

BLOCK WALL

(SEE DETAIL ON

SHEET C501)

8' 6' (T

YP

6' (T

YP

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

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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/

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BLDG

BLDG 20A

BLDG

EIGHTH STREET

"G

S T

R E

E T

SEVENTH STREET

BLDG 71B BLDG

71D

CELL

G

CELL

H

CELL

I

CELL

J

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

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EW

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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"

4"

FLOW

FLOW

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)

NTS

9_

C

1.

dw g

SILT FENCE

A M

E N

D M

E N

T #0

-3

0-

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1"

'-4

'-1

4"

1/2" X 9" X 10 1/2" TAB PLATE

W/3/4" ERECTION BOLTS;

PROVIDE SPACER PLATE(S)

AS REQUIRED TO

ACCOMMODATE EXISTING

RIVETS.

'-5

/2

'-0

/2

(2) 3/4" A325N BOLTS

W/ LONG SLOTS (<>) IN

TAB PLATE AND STANDARD

HOLE IN BEAM FLANGE PL1/2X9"

1'-5" 2'-4"

EXISTING SUPPORT

H S

S X

X

/4

H S

S X

X

/4

C12X30

C12X30

PIPE FRAME SHALL BE PROVIDED 8'-0 O.C. ALONG 40FT BEAM AND

6'-8" O.C. ALONG 20FT BEAM

1/4

TYP.

1/4

4-SIDES TYP.

1/4

3-SIDES

5/16 1/4

3-SIDES TYP.

1/2" GUSSET PL.

1/2" GUSSET PL.

1/4

3/8" STIFFENER

PL. (TYPICAL) ; PROVIDE

SPACER PLATE(S) AS

REQUIRED TO

ACCOMMODATE

EXISTING RIVETS.

1'-5 1/2"

5"

1/4

5"

1/4 4"

TYP.

(2)L3X3X1/4

5/16

TOP OF SUPPORT

830.72'

H S

S X

X

/4

1/4

1/

2"

3"

1/

2"8

5/16" GUSSET PLATE

(2)L3X3X5/16

4" GAGE

(2 )L

3X 3X

1/

1/4

PROVIDE BRACE AT EACH POST

H S

S X

X

/4

1/4

1/

2"

3"

1/

2"8

5/16" GUSSET PLATE

(2 )L

3X 3X

1/

1/4

H S

S X

X

/4

1/4

1/

2"

3"

1/

2"8

5/16" GUSSET PLATE

(2 )L

3X 3X

1/

1/4

R

O W

S

"O

.C

/4

PIPE FRAME BETWEEN SUPPORTS

'-4

SEE SPACING IN DETAIL 1

(2)3/4" A325N BOLTS

(TYP.)

TOP OF SUPPORT

830.72'

5/16" GUSSET PLATE

TOP OF SUPPORT

830.72'

CL CL

6' - 0"

C12X30

L3X3X1/4"

HSS6X6X1/4"

U .N

.O

'-0

SHEET S-101

SEE

1'-0" 1'-0"

TOP OF SUPPORT

830.72'

S-501 A

S-501 B

3/4" BASE PLATE

W/(4) 3/4"Ø SCREW

ANCHOR BOLTS W/6"

EMBEDMENT (9"

GAGE TYP.)

S-501 C

SEE CYLINDRICAL FOUNDATION DETAIL

FOR REINF.

1" GROUT

SEE SHEET C-201 FOR

TOP OF FOUNDATION

ELEVATIONS

3/16 4"

3/16

5/16" GUSSET PL

C12X30

HSS6X6X1/4

L3X3X1/4

3/16

3/16

5"

1"

3/16

HSS6X6X1/4

3/4" BASE PLATE

1'-0"

5/16" GUSSET PL

W.P.

3/16 4"

1/2" CLIP

1/4

1"

(7)#8 VERTICAL REINF.

@3'Ø PIER & (8)#10 REINF.

@ 4'Ø PIER

#4 TIES @ 12"O.C.(TYP.)

3" CLR.

NOTE:

1. ALL CYLINDRICAL FOUNDATIONS SHALL BE DRILLED INTO THE SOIL /

ROCK TO THE DEPTH SHOWN ON "COOLING PIPE PROFILES ON

SHEET C-201

CL CL

10'-0"

C12X30

L3X3X1/4"

HSS6X6X1/4"

U .N

.O

'-0

SHEET S-101

SEE

TOP OF SUPPORT

830.72'

S-501 D

S-501 B

3/4" BASE PLATE

W/(4) 3/4"Ø SCREW

ANCHOR BOLTS W/6"

EMBEDMENT (9"

GAGE TYP.)

S-501 E

SEE CYLINDRICAL

FOUNDATION DETAIL

FOR REINF.

1" GROUT

SEE SHEET C-201 FOR

TOP OF FOUNDATION

ELEVATIONS

1"

3/16 4"

1/4

3/16

3/16

5/16" GUSSET PL

C12X30

HSS6X6X1/4

L3X3X1/4

1/2" 3"

/2

1 1/2"

"O

.C

R

O W

S

5/16" TAB PLATE

5"

3/16

HSS6X6X1/4

3/4" BASE PLATE

1'-0"

5/16" GUSSET PL

W.P.

3/16 4"

1/2" CLIP

1/4

5"

1"

1'-4"

'-0

1 1/2" (TYP.)

1/4

3-SIDES TYP.

3/8" FULL DEPTH

STIFFENER PLATE

1/4

6" (MIN.)

(4)3/4" SCREW

ANCHOR BOLTS

W/5" EMBEDMENT

1/2" PLATE

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

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2500 Newmark Drive Miamisburg, OH 45342

(937) 259-5000 tel LJBinc.com

F E

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CERTIFIED FINAL DESIGN

A M

E N

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-3

-2

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F B th

A ir B a s e W in g

\0

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SCALE: NOT TO SCALE

S-101

INTERIOR RACK SUPPORT DETAIL

SCALE: NOT TO SCALE

S-101

INTERIOR RACK SUPPORT DETAIL

SCALE: NOT TO SCALE

S-101

EXTERIOR RACK SUPPORT DETAIL

DETAIL A DETAIL B DETAIL CCYLINDRICAL FOUNDATION DETAIL

SCALE: NOT TO SCALE

S-101

EXTERIOR RACK SUPPORT BRACE DETAIL

DETAIL D DETAIL E DETAIL F

NOTE:

1. SEE "COOLING PIPE PROFILE" ON SHEET C-201

NOTE:

1. SEE "COOLING PIPE PROFILE" ON SHEET C-201

T

S

TA

E O F O

O

HI

P R

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F E E

E E

SS IO N

N N

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A L G

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RE

E EG I S T

D

JAMES M.

LINTZ

E 76327

W

2Q R

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_P la ns -0

1'-4"

'-4

PLAN

SECTION

16" X 16" X 1/4" PL

1/4" X 4" TAPCON FASTENER

16" X 16" X 1/4" PL

INFILL WITH 4000

PSI CONCRETE

(4) - 1/4" X 6" TAPCON

'-6

(SEE MECH. DWG. M102)

VARIES

#4 BARS AT 18" O.C.

BOTH WAYS

EPOXY COATED #4 BAR

AT 18" O.C. WITH 4"

EMBEDMENT

2" CLR.

C L R

M A

T C

H E

X

IS

T

IN

G

P U

M P

B A

S E

H E

IG

H

T

BLDG

BLDG 20A

BLDG

EIGHTH STREET

"G

S T

R E

E T

SEVENTH STREET

BLDG 71B BLDG

71D

CELL

G

CELL

H

CELL

I

CELL

J

SITE KEY PLAN

AREA OF

WORK

AREA OF

WORK

AREA OF

WORK

AREA OF WORK

SUBSTRATESUBSTRATE

INSULATION INSULATION

BONDING ADHESIVE

(ADHERED SYSTEM ONLY)

CONTINUOUS BEAD OF LAP

SEALANT (SEE NOTE #4)

2"

MANUF. RECOMMENDED

FLEXIBLE ADHESIVE FLASHING

APPROVED PRIMER

FIELD FABRICATED METAL HOOD

HIGH GRADE SEALANT

INSULATED METAL SLEEVE

CONTINUOUS BEAD OF LAP

SEALANT (SEE NOTE #4)

EXISTING EPDM MEMBRANE

MANUF. RECOMMENDED

FLEXIBLE ADHESIVE

FLASHING2

PIPE PENETRATION

NOTES:

1. REMOVE AL EXISTING FLASHING, LEAD,ECT.PIPE SURFACE MUST BE FREE OF ALL RUST, GREASE, INSULATION, ECT.

2. PENETRATION AND SLEEVE MUST BE ANCHORED TO ENSURE STABILITY

3. APPLY LAP SEALANT AROUND THE ENTIRE PERIMETER OF FLASHING.

4. ADDITIONAL MEMBRANE SECUREMENT REQUIRED WHEN PENETRATION EXCEEDS 12" DIAMETER.

5. CONSULT ORIGINAL EPDM ROOFING MANUF FOR ACCEPTABLE FLASHING AND ADHESIVES TO MAINTAIN ROOF

WARRANTY ALL MANUF. RECOMMENDATIONS TO ENSURE COMPATIBILITY WITH EXISTING ROOF SYSTEM.

6. SEE MECHANICAL DEMOLITION AND NEW WORK SHEETS FOR LOCATIONS AND QUANTITIES.

EXISTING SUBSTRATEEXISTING SUBSTRATE

EXISTING INSULATION

BONDING ADHESIVE

(ADHERED SYSTEM ONLY)

CONTINUOUS BEAD

OF LAP SEALANT

MANUF. RECOMMENDED

FLEXIBLE ADHESIVE FLASHING

APPROVED PRIMER

EXISTING EPDM MEMBRANE

EXISTING INSULATION

INFILL WITH 4000 PSI CONCRETE

( SEE DETAIL 2 ON THIS SHEET)

16" X 16" X 1/4" PL

( 4 ) 1/4" X 6" TAPCON

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

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IDENTIFICATION

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2500 Newmark Drive Miamisburg, OH 45342

(937) 259-5000 tel LJBinc.com

F E

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A M

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A ir B a s e W in g

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SCALE: 1" = 1'-0"

2FLOOR PATCHING DETAIL

SCALE: 1" = 1'-0"

3PUMP BASE DETAIL

SCALE: NOT TO SCALE

5PIPE PENETRATION WITH FIELD FABRICATED FLASHING

SCALE: NOT TO SCALE

4PATCH FLASHING DETAIL

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JAMES M.

LINTZ

E 76327

NOTES:

1. SEE MECHANICAL DEMOLITION AND NEW

WORK SHEETS FOR LOCATIONS AND

QUANTITIES

NOTES:

1. SEE MECHANICAL DEMOLITION AND NEW

WORK SHEETS FOR LOCATIONS AND

QUALITIES

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UP

RAMP

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12"

10"

10"

10"

REFER TO ENLARGED PLANS ON

SHEETS M-102, M-103, AND M-104

FOR NEW WORK IN BUILDING 71D

REFER TO ENLARGED PLANS ON

SHEET M-105 FOR NEW WORK

IN BUILDING 20A

REFER TO ENLARGED PLAN ON

SHEET M-107 FOR NEW WORK IN

BUILDING 71B

REFER TO ENLARGED PLAN ON

SHEET M-107 FOR BID OPTION #1

NEW WORK IN BUILDING 71B

8 8 89

DD

12"

12"

12"

10"

10"

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PROJECT NO.

BLDG

BLDG 20A

BLDG

EIGHTH STREET

"G

S T

R E

E T

SEVENTH STREET

BLDG 71B BLDG

71D

CELL

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WORK

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AREA OF WORK

AREA OF

WORK

CERTIFIED FINAL DESIGN

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SCALE: 1" = 30'-0"

HVAC SITE PLAN NEW WORK

NOTES:

1. FOR PIPE SUPPORTS WITHIN 20A, REFER TO SHEETS S-101 AND S-501.

2. PROVIDE NEW STAINLESS STEEL PIPING WITH ROLL GROOVE MECHANICAL

JOINTS IN STEAM TUNNEL FROM B.71D TO B.71B AS INDICATED.

3. REFER TO DETAIL "2" ON SHEET M-502 TO SEE EXSTING CONDITIONS IN

STEAM TUNNEL.

4. PROPOSED LOCATION FOR 300 TON TEMPORARY COOLING SYSTEM.

5. PROPOSED LOCATION FOR (2) 500 TON TEMPORARY COOLING SYSTEM.

6. PROPOSED LOCATION FOR 500 TON TEMPORARY COOLING SYSTEM.

7. PROVIDE TIE-IN POINTS FOR TEMPORARY COOLING CONNECTION.

8. PROVIDE 8" TAKE-OFF WITH MANUAL BUTTERFLY VALVE AND BLIND FLANGE

AT THIS LOCATION FOR BOTH SUPPLY AND RETURN PIPING. LOCATION AND

SIZE SHALL MATCH THE PREVIOUS EXISTING TAKE-OFFS.

9. PROVIDE 6" TAKE-OFF WITH MANUAL BUTTERFLY VALVE AND BLIND FLANGE

AT THIS LOCATION FOR BOTH SUPPLY AND RETURN PIPING. LOCATION AND

SIZE SHALL MATCH THE PREVIOUS EXISTING TAKE-OFFS.

10. PROVIDE HEAT TRACING ON THE EXTERIOR PIPING FROM BUILDING 71D TO

BUILDING 20A. PROVIDE COMMUNICATION WIRING BACK TO THE HEAT

TRACE CONTROLLER IN 71D. HEAT CABLES SHALL BE RUN AT 8 AND 4

O'CLOCK HELD IN PLACE WITH GLASS TAPING. EACH CIRCUIT SHALL BE

277V-30A.

11. PROVIDE HEAT TRACING ON THE EXPOSED NEW PIPING WITHIN BUILDING

20A. PROVIDE COMMUNICATION WIRING BACK TO THE HEAT TRACE

CONTROLLER IN 71D. HEAT CABLES SHALL BE RUN AT 8 AND 4 O'CLOCK

HELD IN PLACE WITH GLASS TAPING. EACH CIRCUIT SHALL BE 277A-30A.

12. FOR PIPE SUPPORTS FROM 71D TO 20A, REFER TO SHEETS S-101, S-501,

AND THE DETAIL ON M-502.

13. FOR ELEVATIONS OF PIPING FROM BUILDINGS 71D TO 20A, REFER TO THE

"COOLING LINES PROFILE" ON SHEET C-201.

14. PIPE DROPS TO BELOW SLAB AT THIS LOCATION.

15. PROVIDE AUTOMATIC AIR VENT WITH ISOLATION BALL VALVE. PROVIDE

WITH WEATHERPROOF REMOVABLE INSULATION CAP.

16. A PERMANENT MEANS OF ACCESS SHALL BE PROVIDED FOR THIS AIR VENT.

REFER TO THE LADDER DETAIL ON SHEET S-506. COORDINATE LOCATION

OF THE AIR VENT WITH THE LADDER LOCATION.

N

0 9030 6015

GENERAL NOTES

A. IN PIPING SYSTEMS WITH ROLLED OR CUT GROOVE END PIPE AND

MECHANICAL JOINT COUPLINGS, PIPE HANGERS SHALL BE PROVIDED ON

HORIZONTAL PIPING AT NORMAL SPECIFIED INTERVALS AND, IN ADDITION, SO

THAT NO PIPE SHALL BE LEFT UNSUPPORTED BETWEEN ANY TWO

COUPLINGS NOR LEFT UNSUPPORTED WHENEVER A CHANGE IN DIRECTION

TAKES PLACE. VERTICAL PIPING SHALL BE SUPPORTED AT NORMAL

SPECIFIED INTERVALS OR EVERY OTHER PIPE LENGTH, WHICHEVER IS MORE

FREQUENT. THE BASE OF THE RISER OR BASE FITTING SHALL BE

SUPPORTED.

B. PIPING ROUTED IN THE TUNNEL BETWEEN BUILDING 71D AND BUILDING 71B

SHALL BE STAINLESS STEEL ROLL GROOVED PIPING. PIPING ROUTED

THROUGH G-BAY SHALL BE SCHEDULE 40 BLACK STEEL ROLL GROOVED

PIPING. ALL OTHER PIPING SHALL BE WELDED BLACK STEEL OR COPPER PER

SPECIFICATIONS.

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CONDENSER

WATER

TANK

CONDENSER

WATER

TANK

P-1

P-2

P-3

14"

12"

12"

10"

12"

20"

14" 16"

16"

16"

12"

14"

10"

10"

M-301

14" UP

12"6"

6"

8"

20"

6"

6"

D

12"

14"

10" DN

11'-6" AFF TO CENTERLINE OF PIPE

10'-11 5/8" AFF TO BOTTOM OF PIPE 14

9 9

FM-3

FM-1

FM-2

FM-4

FM-5

FM-6

P-2

FM-7

12"

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SHEET

IDENTIFICATION

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PROJECT NO.

BLDG

BLDG 20A

BLDG

EIGHTH STREET

"G

S T

R E

E T

SEVENTH STREET

BLDG 71B BLDG

71D

CELL

G

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M-102 2019-07060

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SCALE: 1/4" = 1'-0"

HVAC FIRST FLOOR PLAN NEW WORK - BUILDING 71D (PHASE 1)

GENERAL NOTES

1. ALL INTERIOR CONDENSER PIPE SHALL BE REMOVED AND REPLACED WITH

NEW STEEL PIPE.

2. IN PIPING SYSTEMS WITH ROLLED OR CUT GROOVE END PIPE AND

MECHANICAL JOINT COUPLINGS, PIPE HANGERS SHALL BE PROVIDED ON

HORIZONTAL PIPING AT NORMAL SPECIFIED INTERVALS AND, IN ADDITION, SO

THAT NO PIPE SHALL BE LEFT UNSUPPORTED BETWEEN ANY TWO

COUPLINGS NOR LEFT UNSUPPORTED WHENEVER A CHANGE IN DIRECTION

TAKES PLACE. ADDED SUPPORTS MAY BE OMITTED ON "RIGID" COUPLINGS

SUCH AS VICTAULIC STYLE 07 ZERO-FLEX. VERTICAL PIPING SHALL BE

SUPPORTED AT NORMAL SPECIFIED INTERVALS OR EVERY OTHER PIPE

LENGTH, WHICHEVER IS MORE FREQUENT. THE BASE OF THE RISER OR

BASE FITTING SHALL BE SUPPORTED.

NOTES:

1. SAND BLAST EXISTING INSIDE OF 10'D X 10'H TANK. APPLY TWO COATS OF

EPOXY TO THE METAL. PROVIDE TWO COATS OF ENAMEL PAINT TO THE

TANK EXTERIOR. PROVIDE NEW STAINLESS STEEL LADDER, FOR BOTH THE

EXTERIOR AND INTERIOR, BOLTED TO THE TANK. PROVIDE ALL NEW

OVERFLOW AND DRAIN PIPES, ROUTED TO THE NEARBY FLOOR DRAIN.

PROVIDE NEW SHUTOFF VALVES IN THE DRAIN LINES.

2. PROVIDE NEW SIDE-STREAM FILTRATION SYSTEM. REFER TO EQUIPMENT

DATA ON SHEET M-601 AND SCHEMATIC ON SHEET M-602.

3. NEW 2400 GPM PUMP ON VFD.

4. 16" PIPE DROP FROM COOLING TOWERS.

5. REUSE EXISTING CABINET FOR CONTROLS. CONTRACTOR SHALL

INVESTIGATE EXISTING CABINET TO VERIFY SPACE AND ADD AN ADDITIONAL

PANEL IF NEEDED.

6. NEW WATER TREATMENT SYSTEM.

7. PIPE DROPS TO STEAM TUNNEL.

8. PROVIDE 1.5" DRAIN VALVE IN THIS LOCATION TO ALLOW DRAINING OF

EXTERIOR PIPING.

9. LOCATION FOR FLOW METER.

10. EXTEND PIPING INTO TANK. REFER TO SCHEMATIC.

11. EQUALIZING PIPE WITH ISOLATION VALVE. CONNECT NEW PIPE TO EXISTING

FLANGES.

12. BYPASS CONTROL VALVE.

13. ALL VERTICAL 10" PIPING IN THIS LOCATION, AS WELL AS THROUGHOUT THE

STEAM TUNNEL, SHALL BE STAINLESS STEEL PIPING WITH ROLL GROOVE

MECHANICAL JOINTS.

14. PROVIDE HEAT TRACE CONTROLLER WITH MODBUS INTERFACE. 120V-1PH.

15. FOR CONTINUATION OF 12" CWR & CWS, REFER TO SHEET M-101.

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6" - CWS

10" - CWR

10" - CWS

6" 6"

10" 10"

M-106

12"

12"

6"

FIRST FLOOR

0' - 0"

10"10"

10" - CWS10" - CWR

6"6" 6"

-QTY. (2)

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

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PROJECT NO.

BLDG

BLDG 20A

BLDG

EIGHTH STREET

"G

S T

R E

E T

SEVENTH STREET

BLDG 71B BLDG

71D

CELL

G

CELL

H

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WORK

AREA OF

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CERTIFIED FINAL DESIGN

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M-106 2019-07060

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SCALE: 1/4" = 1'-0"

HVAC FIRST FLOOR PLAN NEW WORK - BUILDING 71B (PHASE 2)

NOTES:

1. NEW PIPE RISER DOWN TO EXISTING TUNNEL. REFER TO

SECTION ON THIS SHEET AND SHEET M-101 FOR

CONTINUATION.

2. IF BID OPTION #1 IS ACCEPTED, ROUTE NEW SCHEDULE 40

BLACK STEEL GROOVED PIPING AS SHOWN TO BE EXPOSED

IN SPACE. REFER TO SHEET M-107 FOR CONTINUATION.

3. IF BID OPTION #1 IN NOT ACCEPTED, CONNECT NEW

GROOVED PIPE RISER TO EXISTING 12" STEEL PIPING.

4. PROVIDE SHUTOFF VALVE AT THIS LOCATION.

5. MODULATING CONTROL VALVE TO PROVIDE MINIMUM FLOW

BYPASS. VALVE SHALL BE SIZED FOR 600 GPM WITH CV=140.

THIS WORK IS BEING SHOWN CONNECTED TO BID OPTION #1

PIPING. IF BID OPTION #1 IS NOT ACCEPTED, THE CONTROL

VALVE SHALL BE PIPED AND CONNECTED TO THE EXISTING

STEEL PIPE TO THE EAST. THIS WORK SHALL BE INCLUDED AS

PART OF THE BASE BID. CONTROL WIRING FOR MODULATING

CONTROL VALVE SHALL BE WIRED BACK TO THE PLC

LOCATED IN BUILDING 71D. CONTROL WIRING SHALL BE

ROUTED IN RIGID CONDUIT.

6. LOCATE THE WEST BRANCH DIFFERENTIAL PRESSURE

SENSOR IN PIPE RISER. COMMUNICATION WIRING FOR

SENSOR SHALL BE WIRED BACK TO THE PLC LOCATED IN

BUILDING 71D. WIRING SHALL BE ROUTED IN RIGID CONDUIT.

SCALE: 1/4" = 1'-0"

PIPE RISER NEW WORK - BUILDING 71B

2 N

0 124 82

(PHASE 1)

(PHASE 2)

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10" - CWR

10"

12"

12"

M-107

10"

FIRST FLOOR

0' - 0"

12"

12"

10" - CWR10" - CWS

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

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IDENTIFICATION

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PROJECT NO.

BLDG

BLDG 20A

BLDG

EIGHTH STREET

"G

S T

R E

E T

SEVENTH STREET

BLDG 71B BLDG

71D

CELL

G

CELL

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M-107 2019-07060

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

HVAC FIRST FLOOR PLAN NEW WORK - BUILDING 71B - BID OPTION #1 (PHASE 3)

NOTES:

1. ROUTE 10" PIPING TO EXISTING FRP PIPING AS SHOWN.

REFER TO SECTION ON THIS SHEET.

2. NEW EXPOSED MECHANICAL SCHEDULE 40 BLACK STEEL

GROOVED PIPING. PIPING SHALL BE ROUTED ADJACENT TO

EXISTING SOFFIT.

3. EXISTING ABANDONED PIPING WITHIN SOFFIT TO REMAIN.

4. EXISTING FRP PIPE.

5. CONNECTION TO EXISTING FRP PIPE SHALL BE A FLANGED

CONNECTION.

6. REMOVE AND SALVAGE CEILING TILES AND GRID NECESSARY

FOR WORK IN THIS AREA. SALVAGED CEILING TILES AND NEW

GRID SHALL BE INSTALLED AFTER COMPLETION OF WORK.

ANY CEILING TILES DAMAGED DURING REMOVAL AND

INSTALLATION SHALL BE REPLACED WITH NEW AT

CONTRACTOR'S EXPENSE. REFER TO SPECIFICATION 09 5100

FOR NEW CEILING GRID REQUIREMENTS

7. REFER TO SHEET M-106 FOR CONTINUATION OF 10" CWS&R

PIPING.

SCALE: 1/4" = 1'-0"

BID OPTION #1 PIPE RISER NEW WORK

2 N

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FLOOR

P-2P-1

REFER TO PUMP DETAIL 2 ON

SHEET M-500.

M

10"

14"

10"

2 2

1. 10" EQUALIZING PIPE.

2. CONDENSER WATER PUMP, REFER TO EQUIPMENT SCHEDULE.

3. EXISTING COOLING TOWER.

4. OVERFLOW PIPING TO FLOOR DRAIN.

5. LARGE MESH BASKET STRAINERS. REFER TO PUMP DETAIL.

6. 0.75" DRAIN VALVE WITH HOSE THREAD FITTING.

7. TANK DRAIN VALVE PIPED TO FLOOR DRAIN.

8. 14" AUTO CONTROL BUTTERFLY VALVES.

9. INTEGRAL BALANCING VALVE. BALANCE TO 600 GPM.

10. STAINLESS STEEL FLEX CONNECTOR, MIN. 18" LONG. (NOTE: IF THE

FLEX CONNECTOR IS MOUNTED IN THE VERTICAL DUE TO PROJECT OR

FIELD REQUIREMENTS, IN LIEU OF BRAIDED TYPE THE FLEX

CONNECTOR SHALL BE A KEVLAR REINFORCED EPDM MOLDED

SPHERICAL TYPE).

11. GOVERNMENT FURNISHED, CONTRACTOR INSTALLED METRAFLEX

MODEL LPD0800 Y-STRAINER. INSTALL IN HORIZONTAL PIPING.

STRAINERS FOR EACH TOWER SHALL BE INSTALLED IN A LOCATION

SUITABLE FOR MAINTENANCE.

12. EXTENDS TO SIDESTREAM FILTRATION.

13. ISOLATION VALVES FOR EACH TOWER SHALL BE INSTALLED IN A

LOCATION SUITABLE FOR MAINTENANCE.

14. 1.5" DRAIN VALVE

NOTES

3 3

P-3

10"

5 5

ROOF

12"

14" 14"

16"

16"

4"4"

14"

14"

14"

12"

SIDE STREAM

FILTRATION

6"

8" 12"12"

14"

10"

TO STEAM TUNNEL

14"

14"

10"

4 4

N.C. N.C.

M

8" 8" 8"

8"

6" 6" 6" 6"

9 9 9 9 9 9

6 6 6

10 10 10

T T

12 T

6" 4"

T

14"

(TYP.)

TO B20A

12"

14 14 14 14

13 13 13

M

M

M

16" 16"

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

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IDENTIFICATION

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PROJECT NO.

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CERTIFIED FINAL DESIGN

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M-602 2019-07060

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SCALE: NONE

CONDENSER WATER PIPING SCHEMATIC - REMOTE SUMP

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A. PROVIDE A SEPARATE NEUTRAL FOR ALL RECEPTACLE AND DIMMING CIRCUITS.

B. PROVIDE A GROUND WIRE WITH ALL FEEDERS AND BRANCH CIRCUITS.

C. CONDUITS SHALL BE SIZED FOR .75” MINIMUM.

D. THE ELECTRICAL CONTRACTOR SHALL RE-SUPPORT ANY EXISTING WIRING OR

CONDUITS REQUIRING SUPPORT.

E. PROVIDE UNISTRUT SUPPORTS FROM THE FLOOR FOR DISCONNECT SWITCHES

AND MOTOR STARTERS AT EQUIPMENT IN MECHANICAL AREAS, WHERE REQUIRED.

F. EACH BIDDER SHALL VISIT THE SITE DURING THE BID PERIOD TO REVIEW EXISTING

AND NEW FEEDER ROUTING. REPORT ANY POTENTIAL ISSUES TO THE ENGINEER AND

GOVERNMENT.

G. REMOVAL PLANS MAY NOT NECESSARILY SHOW ALL ITEMS REQUIRED TO BE

REMOVED. EACH BIDDER SHALL VISIT THE SITE PRIOR TO BID TO DETERMINE THE

FULL EXTENT OF REMOVALS REQUIRED. MAINTAIN CIRCUIT CONTINUITY OF

EXISTING CIRCUITS CUT OFF BY REMOVALS, VERIFY CIRCUITS PRIOR TO REMOVAL.

H. ROUTING OF CONDUITS THRU THE EXISTING BUILDING WILL BE DIFFICULT IN

MANY AREAS. EACH BIDDER DURING THE BID PERIOD SHALL WALK THE SITE TO

REVIEW THE EXISTING SITE CONDITIONS AND INCLUDE COSTS TO RELOCATE

MISCELLANEOUS LIGHTS, CONDUITS, PIPING, DUCTWORK, ETC. ALTERATIVE

ROUTES MAYBE UTILIZED, WHICH ARE COORDINATED WITH GOVERNMENT AND OTHER

TRADES. FINAL ROUTING OF FEEDERS SHALL BE APPROVED BY GOVERNMENT/

ENGINEER.

I. ALL WALL PLATES SHALL BE LABELED WITH THE PANEL AND CIRCUIT NUMBER.

J. FIRESTOP ALL PENETRATIONS THRU WALLS.

K. REMOVAL OF ELECTRICAL ITEMS SHALL INCLUDE REMOVALS BACK TO THE

EXISTING ELECTRICAL DISTRIBUTION CENTER, PANEL OR LAST ACTIVE OUTLET,

FIXTURE, DEVICE REMAINING.

L. THIS CONTRACTOR SHALL REMOVE EXISTING CEILING TILES AS REQUIRED FOR

INSTALLATION OF NEW ELECTRICAL ITEMS AND REINSTALL TILES IN A SIMILAR

MANNER AS NOW EXISTS.

M. THIS CONTRACTOR SHALL HAVE PREVIOUS EXPERIENCE BUILDING SWITCHGEAR

BREAKER CELLS. THIS CONTRACTOR SHALL VERIFY AVAILABILITY OF SPARE

BREAKERS AND SPACE FOR NEW BREAKERS WITHIN EXISTING SWITCH GEAR/ PANELS.

INCLUDE IN BID ANY MODIFICATIONS TO EXISTING SWITCH GEAR/ PANEL REQUIRED

FOR THE ADDITION OF THIS NEW CIRCUITRY WITHIN THE RENOVATED AREAS.

N. THIS CONTRACTOR SHALL COORDINATE WITH THE GOVERNMENT IN REGARD TO

REMOVALS. CONTRACTOR SHALL SALVAGE EQUIPMENT AS DIRECTED BY THE

GOVERNMENT AND STORE IN A LOCATION DESIGNATED BY GOVERNMENT. ALL OTHER

EQUIPMENT AND MATERIALS NOT SALVAGED SHALL BE REMOVED FROM THE

PREMISE.

O. SIZING AND QUANTITY OF ALL SYSTEM WIRES AND CONDUITS SHALL BE PER

MANUFACTURER’S OR SUPPLIER’S RECOMMENDATIONS.

P. TEMPORARY CHILLERS MUST REMAIN TOTALLY OPERATIONAL DURING THE

COURSE OF CONSTRUCTION. COORDINATE CLOSELY WITH THE GOVERNMENT TO

AVOID ANY CONFLICTS.

Q. PROVIDE A CONDUIT PATH AS REQUIRED FOR CABLES BETWEEN THE BASEMENT,

GROUND AND FIRST FLOOR AREAS.

R. RELOCATE AND RECONNECT ACTIVE PORTIONS OF THE ELECTRICAL SYSTEM

OUTSIDE OF THE SCOPE OF DEMOLITION, AS REQUIRED, TO MAINTAIN A

COMPLETE AND OPERATIONAL SYSTEM THAT IS FUNCTIONALLY EQUIVALENT TO

THE PRE-EXISTING SYSTEM PRIOR TO DEMOLITION.

S. NOTE OMITTED.

T. ALL CONDUIT AND WIRING LOCATED INSIDE DEMO WALLS SHALL BE REROUTED

TO INSURE A COMPLETE AND FUNCTIONAL SYSTEM WHILE ACCOMMODATING THE

WALL REMOVAL.

U. ALL ABANDONED EXTRANEOUS CONDUITS, SUPPORTS, CONTROLS, ETC. SHALL BE

REMOVED.

GENERAL NOTES

V. FIELD VERIFY EXISTING CONDITIONS, INCLUDING CONDUIT AND EQUIPMENT SIZES,

SERVICES AND LOCATIONS, PRIOR TO PERFORMING WORK.

W. IF IN DOUBT ABOUT ANY ELECTRICAL OR SYSTEM ITEMS, ASK GOVERNMENT/ARCHITECT

PRIOR TO ROUGH-IN.

X. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL

SWITCHES, RECEPTACLES, THERMOSTATS, ETC. WITH RESPECTIVE CONTRACTORS

PRIOR TO ROUGH-INS. ALL MOUNTING HEIGHTS OF DEVICES WHICH ARE MOUNTED

ADJACENT TO EACH OTHER SHALL BE AT THE SAME DISTANCE MEASURED ABOVE

THE FINISHED FLOOR.

Y. IF POSSIBLE MAINTAIN EXISTING OUTLET BOX AND CONDUIT ROUGH-INS FOR NEW

WORK. WHERE RECESSED DEVICE ROUGH-INS ARE ABANDONED, REMOVE ALL

EXISTING CONDUCTORS AND PROVIDE NEW DEVICE AND COVERPLATE.

Z. ALL RECEPTACLE COVER PLATES SHALL BE LABELED WITH THE PANEL NAME AND

CIRCUIT NUMBER. UTILIZE STANDARD TAPE MARKING SYSTEM (BROTHER P. TOUCH).

AA. BRANCH CIRCUIT WIRE SIZING CHART TO BE UTILIZED AS GUIDELINE FOR VOLTAGE

DROP COMPENSATION, INCREASE CONDUIT SIZING PER WIRE SIZE.

A) 20A – 120V CIRCUITS:

#12 WIRE – 60FT. LENGTH MAX.

#10WIRE – 94FT. LENGTH MAX.

#8 WIRE – 137FT. LENGTH MAX

#6 WIRE – 218FT. LENGTH MAX.

B) 20A – 277V CIRCUITS:

#12 WIRE – 138FT. LENGTH MAX.

#10WIRE – 219FT. LENGTH MAX.

#8 WIRE – 318FT. LENGTH MAX

#6 WIRE – 504FT. LENGTH MAX.

BB. ALL RECEPTACLES SHALL EACH HAVE A NAMEPLATE INDICATING PANEL AND

CIRCUIT NUMBER SERVING OUTLET. UTILIZE STANDARD TAPE MARKING SYSTEM

(BROTHER P. TOUCH).

CC. ELECTRICAL ITEMS MARKED WITH A SUBSCRIPT “R” ARE TO BE RELOCATED AND

REUSED IN THE RENOVATED AREAS.

DD. ROOF PENETRATIONS SHALL BE KEPT TO AN ABSOLUTE MINIMUM.

EE. PROVIDE CONCRETE PADS FOR ALL ELECTRIC EQUIPMENT ASSOCIATED WITH DIV

26 WORK. NOT ALL CONCRETE PADS ARE INDICATED OR SPECIFIED ON THE

DRAWINGS.

FF. THIS CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES,

MISCELLANEOUS CONDUITS AND PIPING PRIOR TO DIGGING, ANY DAMAGE TO

ABOVE MENTIONED ITEMS SHALL BE HIS RESPONSIBILITY TO REPAIR.

GG. COORDINATE EXACT ROUTE OF ALL UNDERGROUND CONDUITS AT THE SITE PRIOR

TO EXCAVATION. UTILIZE LONG SWEEPING BENDS ON ALL UNDERGROUND

CONDUITS.

HH. ELECTRICAL CONTRACTOR SHALL PERMANENTLY MARK PANEL AND CIRCUIT

DESIGNATIONS ON ALL ELECTRICAL JUNCTION BOXES.

II. REFER TO G SERIES SHEETS FOR CONSTRUCTION PHASING SEQUENCE.

JJ. ALL DUCTS EXTENDING FROM UNDER PAVEMENT SHALL BE CONCRETE ENCASED

FOR A MINIMUM OF FIVE (5) FEET BEYOND THE EDGE OF THE PAVEMENT.

KK. EXISTING FLUSH MOUNTED BOXES AND CONCEALED CONDUITS MAY BE REUSED

IN PLACE IF FEASIBLE. EXTENSIONS ON FLUSH MOUNTED BOXES MAY BE

NECESSARY TO BRING DEVICES OUT, FLUSH, TO NEW WALL SURFACES.

LL. ANY EXPOSED CONDUITS WITHIN THE FINISHED PORTIONS OF THE BUILDING SHALL

BE PRIME PAINTED BY THIS CONTRACTOR FOR FINISH PAINTING BY THE GC.

MM. PROVIDE WALL SLEEVE PENETRATIONS AS SHOWN ON THE DRAWINGS .

NN. ALL EMPTY CONDUITS SHALL BE INSTALLED WITH PULL WIRE.

OO. ALL NEW AND EXISTING PANELBOARDS AFFECTED BY THIS PROJECT SHALL BE

PROVIDED WITH A NEW TYPE WRITTEN DIRECTORY.

PP. EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE TAKEN FROM ORIGINAL

DRAWINGS AND FIELD INVESTIGATION. ALL EXISTING CONDITIONS MUST BE

VERIFIED PRIOR TO BID. FIELD CONDITIONS SHALL GOVERN.

QQ. NEW WIRE AND CONDUITS SHALL NOT BE RUN EXPOSED UNLESS APPROVED BY

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