W912QR21R0006Plans-0001.pdf

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CERTIFIED FINAL SUBMITTAL

Z:\Clients\ANF\USCOE\NwO\107620_WPAFBHYDRANT\Design\Civil\Sheets\107620_GC003.dwg

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ENVIRONMENTAL NOTES:

1. ANY USE OF RADIOACTIVE MATERIALS, INCLUDING MOISTURE DENSITY GAUGES, MUST BE

APPROVED BY THE WPAFB RADIATION SAFETY OFFICER A MINIMUM OF 30 DAYS PRIOR TO BEING

BROUGHT ONTO WPAFB IN ACCORDANCE WITH SECTION 01 02 20, AND 40-201.

2. WPAFB IS A HABITAT FOR THE ENDANGERED EASTERN MASSASAUGA RATTLESNAKE (SHOWN IN

FIG.1). IF AN EASTERN MASSASAUGA RATTLESNAKE IS ENCOUNTERED ON THE PROJECT, HALT

WORK ACTIVITIES THAT MAY ENDANGER THE SNAKE AND CONTACT THE CONTRACTING OFFICER

IMMEDIATELY. PROTECT THE AREA UNTIL THE APPROPRIATE AUTHORITIES ARRIVE TO IDENTIFY

AND REMOVE THE SNAKE.

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. THIS PROJECT IS WITHIN THE HUFFMAN WATERSHED AND REQUIRES THE CONTRACTOR TO

COORDINATE WITH AND TO ABIDE BY ALL MIAMI CONSERVANCY DISTRICT (MCD) REGULATIONS.

ANY STRUCTURE, FILL , CONCRETE, PAVEMENT, OR OTHER MATERIAL PLACED WITHIN THE

HUFFMAN RETARDING BASIN REQUIRES COORDINATION WITH THE MIAMI CONSERVATION DISTRICT

AND REQUIRES COMPLETION OF A STORAGE COMPENSATION AGREEMENT. THE CONTRACTOR IS

RESPONSIBLE FOR COMPLETING THE COMPENSATION AGREEMENT, INCLUDING PAYING ALL FEES

AND ASSOCIATED COSTS. FILL MATERIAL OBTAINED FROM ELSEWHERE WITHIN THE RETARDING

BASIN MAY BE REQUIRED SINCE PURCHASING FILL CREDITS THROUGH THE MCD IS NOT

CURRENTLY AN OPTION. THE CONTRACTOR IS RESPONSIBLE FOR MATERIAL MANAGEMENT AND

TEMPORARY STOCKPILES. THE STORAGE COMPENSATION AGREEMENT SHALL BE COORDINATED

THROUGH THE 88 CEG/CEIEA NATURAL RESOURCES PM, DARRYN WARNER, BY E-MAIL AT

DARRYN.WARNER@US.AF.MIL OR BY PHONE AT 937-257-4857. SEE EARTHWORK CALCULATIONS ON

THIS SHEET FOR APPROXIMATE ESTIMATIONS OF MATERIAL MANAGEMENT.

5. LOCATION OF THE BATCH PLANT MUST BE APPROVED BY THE REGIONAL AIR POLLUTION CONTROL

AGENCY, FOR ADDITIONAL INFORMATION, CONTACT CHRIS TUMBUSCH AT

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

6. REMOVE AND DISPOSE OF ANY ASBESTOS CONTAINING MATERIAL AND LEAD CONTAINING PAINT IN

ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20. THE CONTRACTOR SHALL

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. ALL WINDOW AND DOOR FRAME CAULKING AND GLAZING WILL BE

TREATED AS CONTAINING ASBESTOS UNLESS TESTING PROVES IT TO BE ASBESTOS FREE.

7. MINIMIZE THE GENERATION OF FUGITIVE EMISSION BY APPROVED DUST SUPPRESSION METHODS

SUCH AS WATER SPRAYS. COORDINATE WITH THE 88 CEG/CEIEA AIR PM, CHRIS TUMBUSCH BY

PHONE AT 937-257-2455 OR MY E-MAIL AT CHRISTOPHER.TUMBUSCH@US.AF.MIL.

8. THE AREA KNOWN AS MU897 BOMB TARGET AND PISTOL RANGE ALONG RUNWAY 05L GENERALLY

BOUNDED TO THE WEST BY TAXIWAY A, TO THE EAST BY TAXIWAY B, AND TO THE NORTH BY

TAXIWAY D WAS PREVIOUSLY USED AS A TARGET RANGE AND MAY CONTAIN UNEXPLODED

ORDNANCE (UXO). HOWEVER, WPAFB CONSIDERS THE UNCOVERING OF ORDNANCE UNLIKELY DUE

TO THE EXTENSIVE PAST REMEDIATION AND CONSTRUCTION. IF SUSPICIOUS MATERIALS OR

ORDNANCE IS UNCOVERED, CEASE THE ACTIVITY IMMEDIATELY AND NOTIFY THE CONTRACTING

OFFICER AND AIRFIELD MANAGEMENT.

9. ANY REMOVAL OF HAZARDOUS WASTE MUST BE PERFORMED IAW WPAFB SPECIFICATION SECTION

01 02 20. BULK FUEL, FUEL-CONTAMINATED SOIL, AND DEBRIS SHALL BE CHARACTERIZED,

MANIFESTED AND TRANSPORTED BY THE CONTRACTOR FOR DISPOSAL. TRANSPORTATION AND

DISPOSAL FACILITIES SHALL BE APPROVED BY WPAFB CE ENVIRONMENTAL BRANCH.

10. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20.

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

12. SOIL DISTURBANCE DURING THIS PROJECT, INCLUDING EQUIPMENT STAGING AREAS, WILL

REQUIRE EROSION CONTROL MEASURES. FOR PROJECTS THAT DISTURB MORE THAN AN ACRE, A

NOTICE OF INTENT (NOI) AS WELL AS A STORM WATER POLLUTION PREVENTION PLAN (SP3) SHALL

BE APPROVED BY 88 CEG/CEIEA. PLEASE CONTACT THE 88 CEG/CEIEA WATER PM KAREN BEASON

BY EMAIL AT KAREN.BEASON@US.AF.MIL OR BY PHONE AT 937-257-5899 FOR ADDITIONAL

INFORMATION.

13. RECOVER AND RECLAIM ANY REFRIGERANT IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION

02 09 10.

14. 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 GOVERNMENT 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, MIKE VAUGHN, (937-257-8028 OR

MICHAEL.VAUGHN.3@US.AF.MIL) OR 88 CEG/CEIEC HAZARDOUS WASTE PM, EMILY EDREI (937-257-

0023 OR EMILY.ERDEI@US.AF.MIL).

15. 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 02

20. 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 02 20 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.

16. TURN-IN ALL MERCURY CONTAINING DEVICES, SWITCHES AND THERMOSTATS TO 88 CEG/CEIE IN

ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20 FOR RECYCLING.

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

SPECIFICATION SECTION 01 02 20.

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

SPECIFICATION SECTION 01 02 20.

19. 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 AND SULFIDE. 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.

(FIGURE 1)

EASTERN MASSASAUGA RATTLESNAKE

(SEE ENVIRONMENTAL NOTE 3)

HUFFMAN RETARDING BASIN VOLUME

CALCULATIONS:

TOTAL VOLUME DISPLACED BY IMPORTED MATERIALS AND ITEMS: 2,714 CY

TOTAL EXISTING SOILS TO BE EXCAVATED THAT MAY BE AVAILABLE FOR USE AS

EMBANKMENT ON THIS PROJECT: 4293 CY

TOTAL AMOUNT OF EMBANKMENT/FILL NEEDED FOR THE PROJECT: 1,435 CY

NOTES:

1. PER MCD: THE PROPOSED TANKS ARE CONSIDERED STRUCTURES, AND THERFORE DO

NOT HAVE TO BE ACCOUNTED FOR AS DISPLACED VOLUMES.

2. THESE ROUGH CALCULATIONS INDICATE THAT AT LEAST 1,279 CY OF EXCAVATED

MATERIAL WILL NEED TO BE HAULED OFF-SITE AND REMOVED FROM THE HUFFMAN

RETARDING BASIN AREA. THIS NUMBER CAN BE REDUCED OR ELIMINATED BY USING

FILL MATERIALS FROM SOURCES WITHIN THE HUFFMAN RETARDING BASIN.

2. THE CALCULATIONS ALSO INDICATE THAT APPROXIMATELY 2,858 CY OF REMAINING

EXCAVATED MATERIAL WILL BE AVAILABLE TO REMOVE FROM THE SITE IF THE

MATERIAL EXCAVATED IS USED AS FILL ON SITE.

3. THESE NUMBERS ARE FOR INFORMATION ONLY. THE CONTRACTOR IS RESPONSIBLE

FOR PERFORMING INDEPENDENT CALCULATIONS TO DETERMINE CONFORMANCE

WITH MCD REGULATIONS.

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CERTIFIED FINAL SUBMITTAL

A1

OVERALL DEMOLITION PLAN

SCALE: 1" = 40'

GENERAL DEMOLITION NOTES:

1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS

SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH ALL LOCAL,

STATE, AND FEDERAL REGULATIONS.

2. LOCATIONS NOTED FOR REMOVAL MAY CONTAIN ANY OF THE

FOLLOWING MATERIALS: AGGREGATE, CONCRETE, ASPHALT,

MASONRY, FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND

MISCELLANEOUS STRUCTURES. LARGE PIECES OF MATERIAL MAY

NEED TO BE CRUSHED AND/OR BROKEN UP FURTHER IN ORDER TO

BE HAULED AWAY TO THE WASTE DISPOSAL SITE.

3. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND

PAVEMENT REMOVAL WITH PROPOSED PAVEMENT LAYOUT.

PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL

DEPTH. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN

LOCATIONS SHOWN TO PROVIDE CLEAN EDGE FOR CONSTRUCTION

OF PROPOSED PAVEMENT.

4. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT AND

ANY SUBBASE MATERIAL PRESENT.

5. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL

BE REPAIRED OR REMOVED AND REPLACED AT THE CONTRACTOR'S

EXPENSE. REPAIRED/REPLACED PAVEMENT SECTION SHALL MATCH

ADJACENT SECTION.

6. EXISTING FACILITIES WHICH ARE NOT INDICATED TO BE REMOVED

SHALL BE PROTECTED FROM DEMOLITION OR OTHER CONSTRUCTION

ACTIVITIES.

7. SPECIAL HANDLING AND CONSIDERATION SHALL BE REQUIRED FOR

EXCAVATED SOILS THOUGHT TO CONTAIN PETROLEUM-BASED /

CONTAMINATED / HAZARDOUS SUBSTANCES. CONTRACTOR SHALL

MONITOR EXCAVATED SOILS. SOILS SHALL BE DISPOSED OF

PROPERLY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL

REQUIREMENTS AND THE PROJECT SPECIFICATIONS. CONTRACTOR

SHALL COORDINATE REMOVAL OF PETROLEUM-BASED /

CONTAMINATED / HAZARDOUS MATERIALS WITH CONTRACTING

OFFICER.

8. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER

PRIOR TO REMOVAL OF EXISTING UTILITIES IN SERVICE. RELOCATED

UTILITIES SHALL BE CONSTRUCTED BEFORE REMOVAL OF EXISTING

UTILITIES TO ENSURE UNINTERRUPTED SERVICE TO THE FACILITIES

SERVED BY THE UTILITY. ALL RELOCATIONS SHALL BE COORDINATED

WITH THE CONTRACTING OFFICER.

9. UTILITY CAPPING METHODS SHALL BE IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC PIPE MATERIAL

IN SERVICE. ALL CAPPING SHALL BE INSPECTED AND APPROVED BY

THE CONTRACTING OFFICER.

10. ALL STRUCTURES, VALVES, ETC. TO REMAIN SHALL BE PROTECTED

AND ADJUSTED TO FINISH GRADE IF NEEDED.

11. STRUCTURES AND UTILITIES TO BE REMOVED SHALL BE REMOVED IN

ACCORDANCE WITH SPECIFICATION SECTION 02 41 00 AND

BACKFILLED IN ACCORDANCE WITH SPECIFICATION SECTION

31 00 00.00 06.

12. UTILITIES AND BELOW GRADE ITEMS EXIST THAT ARE NOT SHOWN

ON THE PLANS. THE CONTRACTOR SHALL CHASE AND REMOVE

THE UTILITIES AND FEATURES DURING DEMOLITION AND NEW

CONSTRUCTION WORK.

13. CLEAR AND GRUB ALL VEGETATION AND PREPARE SUBGRADE FOR

SITE EARTHWORK WITHIN LIMITS SHOWN ON THE DRAWINGS.

STOCKPILE ALL MATERIAL CLASSIFIED AS TOPSOIL FOR LATER USE

ON SITE.

14. IN AREAS OF UTILITY REMOVAL OF ABANDONED LINES, THE PORTION

OF EXISTING ABANDONED LINES TO REMAIN SHALL BE CAPPED OR

PLUGGED AT REMOVAL INTERFACE.

15. SEE EXISTING CONDITION NOTES ON V-100, AND SHEET GC003 FOR

GENERAL CIVIL NOTES.

16. SEE SHEET M-003 MECHANICAL PHASING FOR SPECIFIC

DEMOLITION/CONSTRUCTION SEQUENCING AND PHASING

INFORMATION.

17. ALL DEMOLITION WORK IS WITHIN THE

SCOPE OF THE GENERAL CONTRACTOR.

THE CONTRACTOR SHALL COORDINATE

WITH AMERICAN WATER PRIOR TO

DEMOLITION ACTIVITIES.

Z:\Clients\ANF\USCOE\NwO\107620_WPAFBHYDRANT\Design\Civil\Sheets\107620_CD100.dwg

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CD103

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CONNECTION PIT

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EMERGENCY FUEL

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UNDERGROUND

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OF ENGINEERS ®

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REFERENCE

NUMBER:

6 7 8 9

***SAFETY PAYS***

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***SUPPORT VALUE ENGINEERING - IT PAYS***

FILE:

DATE:

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CERTIFIED FINAL SUBMITTAL

A1

OVERALL SITE UTILITY PLAN

SCALE: 1" = 40'

Z:\Clients\ANF\USCOE\NwO\107620_WPAFBHYDRANT\Design\Civil\Sheets\107620_CU100.dwg

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CU100

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CU101

CU111

CU102

CU112

40' 80'0

PUMP

HOUSE

TRUCK OFFLOAD /

HHTC STAND

REMOTE SPILL CONTAINMENT

BASIN (8200 GALLON

CAPACITY, SEE STRUCTURAL

DRAWINGS)

PRODUCT

RECOVERY TANK

JET FUEL

TANK 1

(4.7K BBL)

BOWSER

PARKING

JET FUEL

TANK 2

(4.7K BBL)

FH-1

FH-2

N

CONNECT TO EXISTING

COMM LINE (SEE

ELECTRICAL PLANS)

CU103

GENERAL UTILITY NOTES:

1. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING

CONNECTIONS WITH BUILDING CONTRACTOR AND THE

INFORMATION PROVIDED ON MECHANICAL AND ELECTRICAL

DRAWINGS FOR EACH FACILITY.

3. CONTRACTOR SHALL CONTACT THE ALL ASSOCIATED UTILITY

COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF

UTILITIES PRIOR TO COMMENCEMENT OF WORK.

4. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY

SHUTDOWNS FOR UTILITY CONNECTIONS.

5. CONNECTION TO EXISTING WATER, SEWER, AND STORM MAINS

SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL

REQUIREMENTS OF ASSOCIATED UTILITY COMPANIES AND

AGENCIES.

6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING

ALL UTILITY CONNECTION FEES AND OBTAINING ALL PERMITS

REQUIRED FOR THE UTILITY CONSTRUCTION AND CONNECTIONS.

7. THE MINIMUM DEPTH OF COVER FOR UTILITIES SHALL BE AS

FOLLOWS UNLESS INDICATED OTHERWISE:

- WATER: 48 INCHES

- ELECTRICAL AND COMMUNICATION: 24 INCHES

- ALL OTHER UTILITIES: 30 INCHES

8. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, INSPECTED,

AND APPROVED BEFORE BACKFILLING.

9. ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE

TESTING AND INSPECTION METHODS DETAILED IN THE

SPECIFICATIONS, WHICH MAY INCLUDE VIDEO CAMERA INSPECTION.

10. CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED BY

THE CONTRACTING OFFICER.

11. AMERICAN WATER IS RESPONSIBLE FOR THE UTILITY WORK FROM

THE WATER VALVE (INCLUDING THE VALVE) AND FOR THE

SANITARY SEWER CLEANOUT (TO INCLUDE THE CLEANOUT) TO THE

CONNECTION POINT FOR ALL WATER AND SANITARY SERVICES.

THE PRIME CONTRACTOR SHALL COORDINATE ALL SITE ACTIVITY

WITH AMERICAN WATER. AMERICAN WATER SHALL ALSO PROVIDE

ALL SURFACE RESTORATION OUTSIDE THE FENCING FOR THE FIRE

WATER AND SANITARY LINES ONLY. THE CONTRACTORS SHALL

COORDINATE THE CONNECTION POINTS, CONSTRUCTION PHASING,

AND ALL ASPECTS OF THE PROJECT EXECUTION.

WATER UTILITY NOTES:

1. THRUST BLOCKS OR JOINT RESTRAINTS ARE REQUIRED AT ALL

TEES, BENDS, OR ELBOWS OF PRESSURIZED PIPING IN

ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, AND

MANUFACTURER'S RECOMMENDATIONS.

2. CONTRACTOR SHALL COORDINATE THE INSTALLATION, TESTING,

AND INSPECTION OF ALL DOMESTIC WATER AND FIRE WATER

SYSTEMS WITH THE ASSOCIATED UTILITY COMPANIES AND

AGENCIES. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS

ON WATER UTILITY TESTING AND INSPECTION.

3. WATER LINE INSTALLATION SHALL CONFORM TO AMERICAN WATER

STANDARDS AND SPECIFICATIONS.

SANITARY UTILITY NOTES:

1. ALL SANITARY SEWER BUILDING CONNECTIONS ARE TO BE MADE

USING 6 INCH LINES UNLESS INDICATED OTHERWISE.

2. ALL SANITARY SEWER LINES ARE TO BE LAID AT A UNIFORM SLOPE

FROM THE BUILDING CONNECTIONS TO THE CONNECTING SEWER

AND BETWEEN UTILITY STRUCTURES.

3. IF MANHOLES ARE INDICATED ON SANITARY SEWER LINES, A 2.00

INCH DROP IN ELEVATION BETWEEN THE INCOMING AND OUTGOING

SEWER SHALL BE PROVIDED IN EACH MANHOLE UNLESS INDICATED

OTHERWISE. INVERT FLOW CHANNELS SHALL BE CONSTRUCTED TO

PROVIDE SMOOTH AND UNIFORM SLOPE WITH GRADUAL

TRANSITION SECTIONS.

4. USE SDR 26 PVC SEWER PIPE CONFORMING TO ASTM D1784 AND

ASTM D3034.

5. SANITARY LINE INSTALLATION SHALL CONFORM TO AMERICAN

WATER STANDARDS AND SPECIFICATIONS.

UTILITY STRUCTURE NOTES:

1. ALL UTILITY STRUCTURES ARE TO BE H-20 RATED UNLESS

INDICATED OTHERWISE.

2. IF A MANHOLE IS LOCATED IN PAVEMENT AREAS, RIM ELEVATION

SHALL BE FLUSH WITH FINAL GRADE. IF A MANHOLE IS LOCATED

OUTSIDE OF PAVEMENT AREAS, RIM

ELEVATION SHALL BE 2” MINIMUM ABOVE

ADJACENT FINISH GRADE.

3. ANY LIFT LOOPS FOR UTILITY STRUCTURES

SHALL BE GROUTED FLUSH AFTER

INSTALLATION.

4. PIPE SHALL EXTEND 2” BEYOND INTERIOR

MANHOLE WALL.

LEGEND:

ABOVE GROUND HOT WATER LINE

FIRE WATER LINE

WATER LINE

DOMESTIC WATER LINE

CONTAINMENT DRAIN LINE

STORM DRAIN LINE

SANITARY SEWER LINE

BELOW GRADE FUEL LINE

ABOVE GRADE FUEL LINE

BURIED ELECTRICAL LINE

(SEE ELECTRICAL DRAWINGS)

COMMUNICATIONS LINE

CONTAINMENT DRAIN VALVE

PRECAST SPLASH PAD

SANITARY SEWER MANHOLE

CONTAINMENT DRAIN INLET

CATCH BASIN

FIRE HYDRANT

WATER GATE VALVE AND VALVE BOX

UC UC

UE UE

6" CD

6" SS

12" JF

2" DCW

8" W

6" SD

10" FW

CDT-1

SDI-1

CDV-1

STORMWATER

BIORETENTION BASIN

WEIR

SP-1

BUILDING

SSMH

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D

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E

C

C

P

OH OH OH OH OH OH OH OH OH OH OH OH

S

T

S

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S

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S

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ST

SQUARE TYPE SDCB

RIM ELEV. = 812.71

INV. OUT (NW) = 807.68

R

C

P

SQUARE TYPE SDCB

RIM ELEV. = 814.00

INV. IN (NE) = 806.33

INV. IN (SE) = 807.60

INV. OUT (SW) = 806.33

SQUARE TYPE SDCB

RIM ELEV. = 816.29

TOP OF PIPE BUSTED OUT

INV. EL (NE) = 806.58

NO SW PIPE SURVEYED

P

I P

Z

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K

N

O

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SQUARE TYPE SDCB

RIM ELEV. =817.32

APPROX. C/L 808.06'

S

T

S

T

S

T

WEST RAMP FLANGE

CONNECTION PIT

TOP EL. = 816.91

SQUARE TYPE SDCB

RIM ELEV. = 815.50

NO INVERTS SURVEYED

C

B

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COMM

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COMM

COMM

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W W

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C O

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S T

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F F

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(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

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I S

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I S

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I S

G

I S

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I

S

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(GIS)

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I S

(GIS)

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(GIS)

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(GIS)

(GIS)

(GIS)

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(GIS)

XXXXXXXXXXX

X X X X X X X X X X X

X X

X X

X X

X X

TRUCK OFFLOAD /

HHTC STAND

REMOTE SPILL CONTAINMENT

BASIN (8200 GALLON CAPACITY,

SEE STRUCTURAL DRAWINGS)

8" W

EX SDCB-1

SDI-1

SDI-2

CDI-3

CDI-4

PUMP

HOUSE

A1

CU300

S

S

U

E

U

E

U

E

UE/UC UE/UC UE/UC UE/UC

UE UE UE UE UE UE UE

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C U

C

U

C

U

C

U

C

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U

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U

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U

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U

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U

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U

C

U

C

U

C

U

C

U

C

A1

CU305

D1

CU305

E 1535583.98

CONNECT TO EXISTING

WATER LINE WITH 45° FITTING

N 673344.03

E 1535578.81

45° FITTING

N 673282.72

E 1535443.61

PIPE TEE

N 673168.58

E 1535583.75

WATER VALVE

N 673341.22

E 1535447.39

WATER VALVE

N 673164.11

E 1535335.22

SSCO-1

N 673303.58

E 1535371.09

SSCO-2

POINT OF

DEMARCATION (POD)

N 673261.10

8" W 8" W

8" W

8" JF

J F

8" JF

6" CD

6" CD

S

D

C

D

12" SD

6" CD

8" JF

8" JF

J F

S

D

GENERATOR

CDV-3

S

D

4+00 5+00

E

P

P I

E P

EP: 2+16.22

PI: 1+60.62

D1

CU302

D1

CU300

A6

CU300

D6

CU300

E 1535508.28

N 673494.43

E 1535508.52

N 673497.25

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REFERENCE

NUMBER:

6 7 8 9

***SAFETY PAYS***

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CERTIFIED FINAL SUBMITTALREADY TO ADVERTISE

A1

SITE WATER AND SANITARY - AREA 2

SCALE: 1" = 20'

Z:\Clients\ANF\USCOE\NwO\107620_WPAFBHYDRANT\Design\Civil\Sheets\107620_CU101.dwg

12/4/2020 10:57:59 AM

CU102

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KEY MAP

N

NOTES:

1. ALL WATER LINES AND ASSOCIATED APPURTENANCES

SHALL BE PER AMERICAN WATER.

2. ALL WATER UTILITIES SHALL BE INSPECTED PRIOR TO

BACKFILLING. THIS INCLUDES ALL UTILITY CONNECTIONS

TO EXISTING SYSTEMS. CONTACT AMERICAN WATER AT

937 623-9786 (CORY KINNISON).

KEYED NOTE:

INSTALL 6" X 6" X 6" CLEANOUT 5 FEET FROM THE

BUILDING. THE CLEANOUT IS THE POINT OF

DEMARCATION FOR THE SANITARY SEWER LINE

SERVING THE BUILDING MECHANICAL. COORDINATE

THE CONNECTION WITH AMERICAN WATER AND

WRIGHT PATTERSON AFB.

LEGEND:

ABOVE GROUND HOT WATER LINE

FIRE WATER LINE

WATER LINE

DOMESTIC WATER LINE

CONTAINMENT DRAIN LINE

STORM DRAIN LINE

SANITARY SEWER LINE

BELOW GRADE FUEL LINE

ABOVE GRADE FUEL LINE

BURIED ELECTRICAL LINE

(SEE ELECTRICAL DRAWINGS)

COMMUNICATIONS LINE

CONTAINMENT DRAIN VALVE

PRECAST SPLASH PAD

SANITARY SEWER MANHOLE

CONTAINMENT DRAIN INLET

CATCH BASIN

FIRE HYDRANT

WATER GATE VALVE AND VALVE BOX

UC UC

UE UE

6" CD

6" SS

12" JF

2" DCW

8" W

6" SD

10" FW

CDT-1

SDI-1

CDV-1

SP-1

SSMH

C1

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D1

FIRE HYDRANT DETAIL

SCALE: NTS

NOTES:

1. ALL HYDRANTS SHALL STAND PLUMB AND SHALL

HAVE THE PUMPER NOZZLE FACING THE ROAD.

2. HYDRANT BONNETS SHALL BE PAINTED TO

INDICATE AVAILABLE FIRE FLOW IN

ACCORDANCE WITH AMERICAN WATER

SPECIFICATIONS.

3. IF HYDRANT LATERAL IS NOT RESTRAINED,

CONTRACTOR SHALL PROVIDE A THRUST BLOCK

BEHIND HYDRANT SHOE.

4. RESTRAIN ALL JOINTS ON HYDRANT TEE,

HYDRANT VALVE, AND HYDRANT LEAD.

5. AMERICAN WATER RESERVES THE RIGHT TO

WAIVE STRICT COMPLIANCE WITH THIS DETAIL IN

THE EVENT THAT FIELD CONDITIONS OR O&M

WORK REQUIRE A WAIVER.

6. CONTACT AW ENGINEER PRIOR TO

CONSTRUCTION IF PROPOSED HYDRANT IS

LOCATED IN AN AREA SUBJECT TO HIGH

GROUNDWATER, FLOODING, CONTAMINANT, OR

IN AREAS WHERE SURFACE WATER PONDS. AW

ENGINEER SHALL DETERMINE IF THE HYDRANT

SHALL BE RELOCATED OR THE DRAIN PORT

PLUGGED.

7. THE FIRE HYDRANTS SHALL BE MUELLER MODEL

SUPER CENTURION 250 MODEL A3423 WITH 5"

STORZ CONNECTION.

PAINT LID BLUE

2" WATER SERVICE LINE

SOLID 6" THICK BY 12" X 12"

CONCRETE/MASONRY BLOCK

SERVICE

MAIN

CORPORATION STOP

FINISHED GRADE

FILTER FABRIC

NOTES:

1. INSTALL CORPORATION STOP WITH APPROPRIATE FITTINGS.

2. SUBMIT SHOP DRAWINGS FOR APPROVAL.

3. INSTALL PER AMERICAN WATER REQUIREMENTS.

4. POINT OF DEMARCATION FOR SERVICE LINE OWNERSHIP PER

PRIME CONTRACT BETWEEN AMERICAN WATER AND THE

GOVERNMENT IS LOCATED AT THE VALVE OUTSIDE THE BUILDING.

FIBER REINFORCED

CONCRETE PAD

2" DCW (TYPE K COOPER)

CURB BOX

A1

2" WATER SERVICE INSTALLATION

SCALE: NTS

MINIMUM COVER PER

AW OR INSULATE PER

DETAIL ## ON SHEET ##

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OF ENGINEERS ®

D

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REFERENCE

NUMBER:

6 7 8 9

***SAFETY PAYS***

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***SUPPORT VALUE ENGINEERING - IT PAYS***

FILE:

DATE:

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