100157 Project Drawings.pdf

OF

DATEDRAWNDESIGNED CHECKED

M. Tibbs M. Tuss

05-24-2012PSB

J. Poorman

WRIGHT-PATTERSON AIR FORCE BASE IV

IL IN

E E

R

US AF

88TH ABW

E GN

C

COORDINATOR

DATE NO. REVISION

DESIGN CHIEF

BY DATE NO. REVISION

ENGINEERING CHIEF

BY

JAH PSB

PROJECT No. ZHTV 100157

REPLACE STEAM LINES, S-219 TO F/20642

T001

CONTRACT NO:

PROJECT NO: ZHTV 100157

100% SUBMITTAL

DRAWING INDEX

WRIGHT-PATTERSON AFB, OHIO

S-219 TO F/20642

REPLACE STEAM LINES,

COVER SHEET

STRUCTURAL DRAWINGS

ELECTRICAL DRAWINGS

MECHANICAL DRAWINGS

SITE DETAILS

STEAM LINE PLAN & PROFILE

OVERALL SITE PLANS

TRAFFIC MAINTENANCE PLAN

GENERAL NOTES

COVER SHEET

S200 thru S201 -

E201 thru E301 -

M101 thru M301 -

C706 -

C700 thru C705 -

C100 thru C101 -

TM01 -

GN01 -

T001 -

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BATTAGLIA

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GN01

SAW CUT ALL CONCRETE PRIOR TO REMOVAL.

GENERAL NOTES

1.

THEREIN.

REGULATIONS, STANDARDS, OR SPECIFICATIONS REFERENCED

THE CONTRACT PLANS AND SPECIFICATIONS AND ANY RULES,

THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH2.

3.

CONSIDERED INCIDENTAL TO THE PROJECT.

ALL PERMIT FEES. COSTS FOR PERMITS SHALL BE

IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO PAY

REQUIRED FOR THE PERFORMANCE OF THIS CONTRACT.

THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS

4.

BE THE COMPLETE RESPONSIBILITY OF THE CONTRACTOR.

ANY DAMAGE TO THE BASE AND OFF-SITE ROADS SHALL

DELIVERY OF MATERIALS AND EQUIPMENT TO THE SITE.

THE CONTRACTOR MUST OBTAIN PROPER PERMITS FOR

5.

MAINTENANCE OF UTILITY SERVICE FOR THE FIELD OFFICE.

WITH THE CONTRACTING OFFICER FOR ESTABLISHMENT AND

DURATION OF THE PROJECT. CONTRACTOR TO COORDINATE

MAINTAIN A FIELD OFFICE AT THE STORAGE AREA FOR THE

WITH THE CONTRACTING OFFICER, WPAFB. CONTRACTOR TO

AREA. THE LOCATION OF THIS AREA SHALL BE COORDINATED

PARKING SHALL BE PERMITTED IN THE DESIGNATED STORAGE

PROJECT AT THE CONTRACTOR’S EXPENSE. ON-SITE EMPLOYEE

TO THE ORIGINAL CONDITION UPON COMPLETION OF THE

MOBILIZATION AND STORAGE. THIS AREA SHALL BE RESTORED

AN AREA WILL BE MADE AVAILABLE FOR THE CONTRACTOR’S

6.

APPROVAL OF THE WORK SCHEDULE.

WORK. NO WORK SHALL COMMENCE WITHOUT WRITTEN

TIMING SEQUENCE ANTICIPATED TO COMPLETE ALL REQUIRED

WORK SCHEDULE SHALL INDICATE THE WORK ITEMS AND

PROGRESS WORK SCHEDULE FOR REVIEW AND APPROVAL. THE

SUBMIT TO THE CONTRACTING OFFICER A WRITTEN PROJECTED

PRIOR TO STARTING ANY WORK, THE CONTRACTOR SHALL

7.

COMPLETION.

ALL EXCAVATED AREAS AS NECESSARY FOR PROJECT

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING

8.

9.

ATTENTION OF THE CONTRACTING OFFICER.

EXISTING FIELD CONDITIONS SHALL BE BROUGHT TO THE

INSTALLATIONS. ANY DISCREPANCIES BETWEEN PLANS AND

LOCATIONS AND ELEVATIONS PRIOR TO ANY UNDERGROUND

CONTRACTOR SHALL EXCAVATE TO VERIFY ALL UTILITY

SHALL BE THE CONTRACTOR’S RESPONSIBILITY. THE

LOCATIONS AND ELEVATIONS AS WELL AS FIELD DIMENSIONS

DRAWINGS. FINAL VERIFICATION OF EXISTING UTILITY

DRAWINGS ARE DRAWN FROM FIELD SURVEY AND AS-BUILT

SANITARY, GAS, ETC.) AS SHOWN IN THESE CONTRACT

STEAM, COMPRESSED AIR, ELECTRIC, STORM, WATER,

ALL EXISTING UNDERGROUND UTILITIES (CATV, TELEPHONE,

10.

19.

DEBRIS AT ALL TIMES.

AFFECTED BY THE WORK SHALL BE SWEPT CLEAN OF MUD AND

SHALL BE PERMITTED. TRAVELED PORTIONS OF ROADWAYS

NO STOCK PILES, WEEDS, OR GROWTH AROUND EQUIPMENT

THE CONTRACTOR SHALL KEEP THE SITE CLEAN AT ALL TIMES.

20.

POSTS. REPLACE DAMAGED SIGNS OR POSTS IN KIND.

DURATION OF CONSTRUCTION. DO NOT DAMAGE SIGNS OR

TRAFFIC SIGNS SHALL REMAIN IN PLACE AND VISIBLE FOR THE

21.

MATERIAL.

CONTRACTOR SHALL VERIFY PAVEMENT THICKNESS AND

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

ASSOCIATED WITH PAVEMENT REMOVAL AND RESTORATION

PAVEMENT SHALL BE RECUT TO NEAT LINES. ALL COSTS

BY THE CONTRACTOR BEYOND THE ORIGINAL SAW CUT, THE

LINES. IF DURING CONSTRUCTION, THE PAVEMENT IS DAMAGED

SHALL BE SAW CUT TO FULL DEPTH AND IN NEAT STRAIGHT

WHERE PAVEMENTS OR DRIVES ARE DISTURBED, THE PAVEMENT

22.

23.

24.

OFFICER.

IN KIND UNLESS OTHERWISE DIRECTED BY THE CONTRACTING

MUST BE REMOVED FOR PROJECT COMPLETION, REPLACE THEM

IF CURBS AND/OR GUTTERS, SIDEWALKS, OR CONCRETE PADS

25.

MATCH EXISTING GRADE UNLESS NOTED OTHERWISE.

WHEN BACKFILLING AND REPLACING SURFACE FEATURES,

26.

CONTRACTING OFFICER.

REPLACE TREES AND SHRUBS IN KIND OR AS DIRECTED BY THE

SEED ALL AREAS DISTURBED BY CONSTRUCTION OPERATIONS.

29.

OR DAMAGED BY THE WORK.

BENCHMARKS AND MONUMENTS THAT MAY BE DISTURBED

TO ORIGINAL LOCATION AND ELEVATION ALL PERMANENT

PERMANENT AND TEMPORARY BENCHMARKS, AND RESTORING

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL

THE RECORDS DEPARTMENT IN BUILDING 30011. THE

BENCHMARK INFORMATION AT WPAFB MAY BE AVAILABLE FROM

GENERAL NOTES

STEAM PIT (MANHOLE)

1.

3.

RADIAL FORCES.

GASKET AND TO PREVENT GASKET "CREEP" RELAXATION FROM

MACHINED INTO THE FLANGE’S FACE TO FACILITATE SEATING OF

PTFE ISOLATING GASKETS SHALL HAVE CONCENTRIC GROOVES

FLANGES USED WITH SPIRAL WOUND METALLIC GASKETS AND

4.

5.

6.

DRAWINGS.

WITH THE NOTES ON THIS SHEET, SPECIFICATIONS, AND

APPURTENANCES, FITTINGS, AND DEVICES REQUIRED TO COMPLY

FITTINGS AS SHOWN ON BOTH OR ONE VIEW, AND ANY

CONTRACTOR SHALL PROVIDE ALL APPURTENANCES AND

ON BOTH PLAN AND SECTION VIEWS OF STEAM PITS. THE

NOT ALL APPURTENANCES AND FITTINGS ARE SHOWN/LABELED

1.

GENERAL ENVIRONMENTAL NOTES

2.

3.

CONSIDERED INCIDENTAL TO THE PROJECT.

ALL PERMIT FEES. COSTS FOR PERMITS SHALL BE

IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO PAY

REQUIRED FOR THE PERFORMANCE OF THIS CONTRACT.

THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS

4.

FROM THE WATER MAIN.

ADDITIONALLY THE ELECTRIC MUST BE A MINIMUM OF 5 FEET

LINE, AND 18 INCHES VERTICAL DISTANCE FOR CROSSOVER.

MINIMUM OF 10 FEET HORIZONTAL FROM A STORM OR SANITARY

EXISTING LINE. THE NEW WATER MAIN MUST BE INSTALLED A

TO BE INSTALLED, INCLUDING TAPPING INTO OR REROUTING AN

A PLANS APPROVAL MUST BE SUBMITTED IF A WATER MAIN IS

5.

7.

8.

1.

REQUIREMENTS ON NON-MAJOR STREETS.

OBLIGATION OF THE CONTRACTOR TO FOLLOW THESE

PLANS FOR ONLY MAJOR STREETS DOES NOT RELIEVE THE

SHALL COMPLY WITH FHWA AND ODOT MUTCD. SUBMITTAL OF

ON ALL MAJOR STREETS. ALL ROAD CLOSURES AND DETOURS

PROPOSED SIGNS, SIGN LOCATIONS, BARRICADES, AND DETOURS

PER SPECIFICATION SECTION 01015. THIS PLAN SHALL SHOW ALL

THE CONTRACTOR SHALL SUBMIT A TRAFFIC MAINTENANCE PLAN

TRAFFIC MAINTENANCE NOTES

2.

AT ALL TIMES.

MAINTAIN ACCESS FOR EMERGENCY VEHICLES TO ALL FACILITIES

3.

REPLACED AS PART OF THIS CONTRACT.

ALL PAVEMENT MARKINGS AFFECTED BY THIS WORK SHALL BE

MANHOLEMH

VACUUM CONDENSATE RETURN

VITRIFIED CLAY PIPE

PUMPED RETURN

REINFORCED CONCRETE PIPE

PUMPED CONDENSATE RETURN

VCR

VCP

UNK

TRANS

TELE

VR

TYP

PCR

SAN

RCP

STM

STA

STL

PR

UNKNOWN

TYPICAL

TRANSFORMER

TELEPHONE

SANITARY

STATION

STORM

STEEL

ABOVE FINISHED FLOOR

CORRUGATED METAL PIPE

CONCRETE CULVERT PIPE

CAST IRON PIPE

FINISHED FLOOR ELEVATION

EXPANSION JOINT

HIGH PRESSURE RETURN

GALVANIZED IRON PIPE

LOW PRESSURE RETURN

HIGH PRESSURE STEAM

GND

HPR

LPR

HPS

MIN

INV

F.F.EL.

ELEV

FLR

GIP

EJ

GROUND

INVERT

MINIMUM

ELEVATION

ELECTRIC

FLOOR

GAS

CCP

CMP

CONC

DIA

ACM

AFF

BOTTOM

DIAMETER

CONCRETE

DRAWING

CREOSOTED WOOD DUCTCWD

FIBER DUCTFD

MULTIPLE CLAY DUCTMCD

BD

BDV

BLOWDOWN

BLOWDOWN VALVE

CONDENSATE PUMPED RETURNCPR

DWG/DRWG

CI/CIP

LN LINE

BTM/BOT

ST STEAM TRAP

GAL GALLON

m mm

METERS

MILLIMETERS

APPROX APPROXIMATELY

INCHESIN

SPEC SPECIFICATION

ABBREVIATION LEGEND

INFORMATION AS REQUIRED.

SUBMIT SHOP DRAWINGS WITH ANY REVISIONS OR ADDITIONAL

SUPPORT DISTANCES, LOCATION OF ANCHORS, ETC.) AND

ELBOWS, EXPANSION LOOP SIZES, EXPANSION TYPE PIPE

MANUFACTURER (SUCH AS CONDUIT SIZE AT EXPANSION

CONTRACTOR SHALL VERIFY CONDUIT DETAILS WITH THE

INSTALLATION ARE PROVIDED FOR REFERENCE ONLY. THE

DETAILS PERTAINING TO DIRECT BURIED CONDUIT DESIGN OR

STEAM PITS.

WHEREVER ANCHOR IS SHOWN WITHIN 3’ OUTSIDE THE WALL OF

ON DIRECT BURIED CONDUITS, END SEALS SHALL BE USED

18.

CONDITIONS, INCLUDING RESTORING DAMAGED TURF.

REQUIRED TO RESTORE WORK LOCATIONS TO ORIGINAL

THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL

30.

31.

32.

VACUUM CONDENSATE RETURN

11.

CONDITIONS AND THAT SHOWN ON THE PLANS.

LOCATIONS AND ANY DISCREPANCIES BETWEEN ACTUAL

DOCUMENTS SHALL SHOW REVISED STEAM/CONDENSATE LINE

DOCUMENTS FOR CONSTRUCTION PURPOSES. RECORD

CONDITIONS. THE CONTRACTOR SHALL NOT USE RECORD

CHANGE ORDERS, AND FIELD CHANGES DUE TO LATENT

GOVERNMENT ONE RECORD COPY OF DRAWINGS, SPECIFICATIONS,

THE CONTRACTOR SHALL MAINTAIN AT THE JOB SITE FOR THE

12.

THE CONTRACTING OFFICER PRIOR TO FINAL INSPECTION.

DETAILED AS-BUILT DRAWINGS SHALL BE TURNED OVER TO

INFORMATION SHALL BE RECORDED WITH RED MARKING PENS.

CONCEALED UNTIL REQUIRED INFORMATION IS RECORDED. ALL

WITH THE CONSTRUCTION PROGRESS. NO WORK SHALL BE

THE CONTRACTOR SHALL RECORD INFORMATION CONCURRENTLY

13.

AT THE CONTRACTOR’S EXPENSE.

REPAIRED TO THE SATISFACTION OF THE CONTRACTING OFFICER

MUST BE IN WRITING AND ANY RESULTING DAMAGE MUST BE

CIRCUMSTANCES ARE INVOLVED. GRANTING OF EXCEPTIONS

CONTRACTING OFFICER WHERE SHORT DISTANCES AND SPECIAL

STREETS OR ROADS. EXCEPTIONS MAY BE GRANTED BY THE

NON-RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON

14.

PROJECT.

AMENDMENTS THERETO DURING THE PERFORMANCE OF THIS

OCCUPATIONAL SAFETY AND HEALTH ACT AND ALL

SOLELY RESPONSIBLE FOR COMPLYING WITH THE

THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL BE

15.

MATERIALS.

VERIFY ALL REQUIRED DIMENSIONS PRIOR TO ORDERING THE

ALL DIMENSIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD

16.

ANY PREVIOUSLY EXISTING PAVEMENT MARKINGS IN KIND.

REPLACING PAVEMENT, CONTRACTOR SHALL REPAINT TO MATCH

REMOVED/DISTURBED FOR STEAM LINE REPLACEMENT. AFTER

CONTRACTOR SHALL REPLACE ALL ASPHALT PAVEMENT

3’ FROM WALLS.

UNLESS OTHERWISE INDICATED, ANCHOR LOCATIONS SHALL BE

REFER TO PLAN AND PROFILE SHEETS FOR ANCHOR LOCATIONS.

OFFICER.

COORDINATION WITH THE GAS COMPANY AND CONTRACTING

REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR

INSTALLATION SHALL COMPLY WITH LOCAL GAS COMPANY

HOWEVER, ANY RELOCATED GAS LINE MATERIALS AND

STEAM SYSTEM ARE NOT ANTICIPATED ON THIS PROJECT.

GAS LINE INTERFERENCES TO THE PROPOSED DIRECT BURIED

9.

G

TIME THE WORK IS TO BE ACCOMPLISHED.

ALL FEDERAL, STATE AND LOCAL REGULATIONS IN EFFECT AT THE

ALL OTHER APPLICABLE SPECIFICATION SECTIONS AS WELL AS

ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20 AND

ALL ENVIRONMENTAL WORK SHALL BE CONDUCTED IN

SECTION 01 02 20 PARAGRAPH 3.04.D.

IS DISTURBED OR A NEW ONE INSTALLED, PER SPECIFICATION

A PERMIT TO INSTALL (PTI) IS REQUIRED WHEN A SANITARY LINE

SPECIFICATION SECTION 02 09 00.

ABATEMENT SHALL BE PERFORMED IN ACCORDANCE WITH

TO DISTURBING LEAD CONTAINING PAINT, REMEDIATION OR

ALL PAINTED SURFACES CONTAIN LEAD. ANY WORK PERTAINING

9.

GRASSY AREA AND NOT DIRECTLY INTO A STORM SEWER.

IMMEDIATE AREA, THE WATER SHOULD BE DISCHARGED TO A

A SANITARY SEWER. IF A SANITARY SEWER IS NOT IN THE

OR PUMPED OUT OF STEAM MANHOLES SHALL BE DISCHARGED TO

ANY WATER PUMPED OUT OF TRENCH AS PART OF DEWATERING,6.

THE CONTRACTING OFFICER.

SHALL IMMEDIATELY STOP WORK IN THAT AREA AND NOTIFY

IDENTIFIED ON DRAWINGS ARE ENCOUNTERED, THE CONTRACTOR

IF ADDITIONAL SUSPECT ASBESTOS CONTAINING MATERIALS NOT

1 OCTOBER.

CONDENSATE RETURN LINES SHALL BE OPERATIONAL BY

THE HEATING SEASON IS COMPLETED. ALL STEAM &

ACCOMPLISHED BETWEEN 1 MAY AND 1 OCTOBER OR WHEN

EXISTING ACTIVE STEAM LINES ARE DISTURBED SHALL BE

ANY CONSTRUCTION WORK ON THIS PROJECT WHERE THE

17.

AND 02 08 10. REFER TO GENERAL NOTES #16, #17 & #18 THIS SHT.

WITH THE APPLICABLE REQUIREMENTS OF SPECIFICATION 02 08 50

ASBESTOS ABATEMENT SHALL BE PERFORMED IN ACCORDANCE

EXPOSED AND UNDERMINED DURING CONSTRUCTION.

WATER, STORM, SANITARY, AND GAS UTILITY LINES THAT ARE

TEMPORARY SUPPORT OF ELECTRICAL AND COMM DUCT BANKS,

THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PROVIDE

REQUIRED SHALL BE COORDINATED WITH AND APPROVED BY

ANY NECESSARY ADJUSTMENTS. ALL UTILITY OUTAGES

DETERMINE THE EXACT ELEVATION OF THE UTILITY AND MAKE

ADVANCE OF LAYING PIPE IN ORDER THAT THE ENGINEER MAY

UTILITIES NOTIFY THE CONTRACTING OFFICER SUFFICIENTLY IN

POTENTIAL GRADE CONFLICTS MIGHT OCCUR WITH EXISTING

WHERE NECESSARY DUE TO CLOSE CLEARANCE. WHERE

BY HAND AROUND UTILITIES WHOSE LOCATIONS ARE KNOWN OR

OF THE NEW DIRECT BURIED CONDUITS. EXCAVATION SHALL BE

CONDUITS, ECT., WHICH WILL INTERFERE WITH INSTALLATION

ALL UTILITIES INCLUDING PIPING, VALVES, FITTINGS, SUPPORTS,

THE CONTRACTOR SHALL REMOVE AND REPLACE OR RELOCATE

27.

28.

2.

WITH UNIONS (NOT SHOWN ON STEAM PIT DETAILS).

AROUND ALL NEW HPS BUTTERFLY VALVES 4" AND LARGER

1-1/2" BYPASS LINES WITH GLOBE VALVES SHALL BE INSTALLED

7.

8.

CA COMPRESSED AIR

ELEC; E

33.

10.

ASBESTOS CONTAINING MATERIALS

DURING THIS PROJECT.

NO ASBESTOS CONTAINING MATERIALS (ACM) MAY BE INSTALLED

SECTION 26 42 14.00 10.

FUSION BONDED EPOXY SYSTEMS ACCORDING TO SPECIFICATION

PROVIDE CATHODIC PROTECTION FOR ALL STEEL CASING,

PERFORMING OPERATIONAL TEST ACCORIDNG TO SPECIFICATIONS.

CONTRACTOR SHALL CLEAN AND FLUSH PIPING PRIOR TO

WITH SPECIFICATION SECTION 02 08 50.

MATERIALS (ACM), AND SHALL BE TREATED IN ACCORDANCE

LINES ARE PRESUMED TO CONTAIN ASBESTOS CONTAINING

ALL EXISTING DIRECT BURIED STEAM AND CONDENSATE RETURN

ALL OTHER TYPES AND CASING COATINGS ARE UNNACCEPTABLE.

REFER TO SPECIFICATION SECTION 33 63 13 AND DRAWING DETAILS.

PROVIDE STEEL CASING WITH FUSION BONDED EPOXY TYPE.

FOR DIRECT BURIED STEAM & CONDENSATE RETURN PIPING,

INSTALLED A MINIMUM OF 8" FROM PIT/TRENCH FLOOR.

PIPING AND FITTINGS (EXCEPT FOR BLOW DOWN LINE) SHALL BE

A CHANCE TO COOL BEFORE ENTERING THE SUMP PUMP. ALL

AWAY FROM THE SUMP PIT (IN ORDER TO GIVE THE CONDENSATE

SHALL BE ROUTED TO DISCHARGE TO AN APPROPRIATE CORNER

THE LOWEST PIPING POINTS IN STEAM PITS. BLOW DOWN LINES

BLOW DOWN LINES AND DRAIN VALVES SHALL BE LOCATED AT

INDICATED ON STEAM PIT PLANS AND PER DETAIL B/M203.

GATE VALVES SHALL BE PROVIDED ON CPR LINES AS

SHALL BE PROVIDED ON HPS LINES, AND 1" DRAIN LINES WITH

1-1/2" BLOW DOWN (MANUAL DRAIN) LINES WITH GATE VALVES

SHT. M301 FOR STEAM TRAP SCHEDULE.

REFER TO STEAM TRAP STATION DETAIL B/M203 AND

ROUTING.

LINE OR MANHOLE. SEE CIVIL DRAWINGS FOR DISCHARGE PIPE

SUMP PUMP SHALL DISCHARGE INTO THE NEAREST SANITARY

SUMP PUMP SHALL BE PROVIDED IN NEW STEAM PIT S-218.

GENERAL NOTES

IN HIS APPROVED PRODUCT BROCHURE.

ANCHOR BLOCKS, AND EXPANSION COMPENSATION AS DESCRIBED

PITS, INCLUDING SYSTEM WALL PENETRATIONS END SEALS,

THE DESIGN DETAILS OF THE CONDUIT SYSTEM BETWEEN STEAM

THE DIRECT BURIED CONDUIT SYSTEM SUPPLIER SHALL PROVIDE

ACCORDANCE WITH SPECIFICATION SECTION 02 08 10.

INDICATED ON PROJECT DRAWINGS, AND SHALL BE TREATED IN

ASBESTOS CONTAINING MATERIALS (ACM) UNLESS OTHERWISE

640 MECHANICAL ROOM ARE PRESUMED TO CONTAIN

INSIDE STEAM PITS (MANHOLES), 642 TUNNEL, AND

ALL EXISTING STEAM AND CONDENSATE RETURN LINES

PITS AND TUNNELS PER PROJECT SPECIFICATIONS.

ALL NEW STEAM AND CONDENSATE RETURN PIPING INSIDE

HOWEVER, INSULATION AND JACKET SHALL BE PROVIDED ON

PIPE INSULATION IS NOT SHOWN INSIDE PITS AND TUNNELS.

SEE SHT. M203 FOR TYPICAL SUPPORT DETAILS.

ADEQUATE STRUCTURAL SUPPORT FOR PIPING AND FITTINGS.

AND 640 PIPING TUNNEL WHERE REQUIRED TO ASSURE

NEW PIPE SUPPORTS SHALL BE PROVIDED IN NEW PIT S-218

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937-257-9009 FOR ADDITIONAL INFORMATION.

EMAIL AT ZACHARY.OLDS@WPAFB.AF.MIL OR BY PHONE AT

PLEASE CONTACT THE 88 ABW/CEANQ WATER PM ZACK OLDS BY

EROSION CONTROL PLAN IS REQUIRED PRIOR TO SOIL DISTURBANCE.

FOR PROJECTS THAT DISTURB LESS THAN AN ACRE OF SOIL, AN

POLLUTION PREVENTION PLAN (SWPPP) APPROVED BY 88 ABW/CEANQ.

ANY SOIL BEING DISTURBED AS WELL AS A STORM WATER

INTENT (NOI) MUST BE APPROVED BY THE OHIO EPA PRIOR TO

PROJECTS THAT DISTURB MORE THAN AN ACRE, A NOTICE OF

STAGING AREAS, WILL REQUIRE EROSION CONTROL MEASURES. FOR

SOIL DISTURBANCE DURING THIS PROJECT, INCLUDING EQUIPMENT

11.

12.

13.

REPLACEMENT LISTING OR ADDITIONAL INFORMATION.

OR BY PHONE AT 937-257-4857 FOR AN ACCEPTABLE TREE

DARRYN WARNER BY EMAIL ATDARRYN.WARNER@WPAFB.AF.MIL

BE REPLACED FOR EVERY ONE TREE REMOVED. CONTACT

RESTRICTIONS. ALSO, IT IS REQUESTED THAT THREE TREES

THE ENDANGERED SPECIES INDIANA BAT NESTING SEASON

MAY ONLY BE CUT FROM OCTOBER 1 THROUGH 31 MARCH IAW

RESOURCES PM DARRYN WARNER FOR APPROVAL. TREES

TREES TO BE REMOVED TO THE 88 ABW/CEANQ NATURAL

PRIOR TO REMOVING ANY TREES PLEASE SUBMIT A LIST OF

DALTON, AT 937-257-5060 OR DAVE.DALTON@WPAFB.AF.MIL.

FOR ADDITIONAL INFORMATION, CONTACT THE RECYCLING PM, DAVE

THEM) AND CAN PROVIDE A 30 YARD CONTAINER FOR ALL METAL.

ONCE ANY ASBESTOS IS REMOVED (IF THEY HAVE ASBESTOS ON

THE WPAFB RECYCLING CENTER WANTS THE PIPE TO RECYCLE

DUMPSTER AT 937-925-5060 OR DAVE.DALTON@WPAFB.AF.MIL.

RECYCLING CENTER. CONTACT DAVE DALTON TO RESERVE A

ALL RECYCLABLE METAL IS TO BE RECYCLED THROUGH THE BASE

DAVE.DALTON@WPAFB.AF.MIL

THE RECYCLING PM, DAVE DALTON, AT 937-257-5060 OR

THREE MONTHS PRIOR. FOR ADDITIONAL INFORMATION, CONTACT

APRIL 7, JULY 7, OCTOBER 7, AND JANUARY 7 COVERING THE

THE QUARTERLY SUMMARY REPORTS SHALL BE RECEIVED ON

DEMOLITION MATERIALS LAND-FILLED OR OTHERWISE DISPOSED.

RECYCLED AND (2) THE TONNAGE OF CONSTRUCTION AND

TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS

IAW WPAFB SPECIFICATION SECTION 01 02 20 STATING (1)THE

REPORT TO THE 88 ABW/CEANP RECYCLING PM, DAVE DALTON,

THE CONTRACTOR SHALL SUBMIT A QUARTERLY SUMMARY

WHAT MATERIALS ARE RECYCLABLE AND TO COORDINATE TURN-IN.

RECYCLING PROGRAM MANAGER AT 937-257-5060 TO CONFIRM

WITH WPAFB SPECIFICATION SECTION 01 02 20. CONTACT WPAFB

TURNED INTO THE WPAFB RECYCLING CENTER IN ACCORDANCE

AND ARE NOT SCHEDULED FOR OFF-SITE RECYCLING CAN BE

ARE COST EFFECTIVELY SEGREGATED FROM DEMOLITION DEBRIS

USE TO REDUCE WASTE DISPOSAL. RECYCLABLE MATERIALS THAT

THE WPAFB RECYCLING CENTER IS AVAILABLE FOR CONTRACTOR

14.

FROM WPAFBI 40-201 AND WPAFB SPECIFICATION SECTION 01 02 20.

DAYS PRIOR TO BEING BROUGHT ONTO WPAFB. THIS REQUIREMENT IS

THE WPAFB RADIATION SAFETY OFFICER A MINIMUM OF 30

INCLUDING MOISTURE DENSITY GAUGES, MUST BE APPROVED BY

ANY USE OF RADIOACTIVE MATERIALS BY THE CONTRACTOR,

OF

DATEDRAWNDESIGNED CHECKED

M. Tibbs M. Tuss

05-24-2012PSB

J. Poorman

WRIGHT-PATTERSON AIR FORCE BASE IV

IL IN

E E

R

US AF

88TH ABW

E GN

C

COORDINATOR

DATE NO. REVISION

DESIGN CHIEF

BY DATE NO. REVISION

ENGINEERING CHIEF

BY

JAH PSB

PROJECT No. ZHTV 100157

REPLACE STEAM LINES, S-219 TO F/20642

M. Tibbs M. Tuss

05-24-2012PSB

J. Poorman

WRIGHT-PATTERSON AIR FORCE BASE IV

IL IN

E E

R

US AF

88TH ABW

E GN

C

COORDINATOR

DATE NO. REVISION

DESIGN CHIEF

BY DATE NO. REVISION

ENGINEERING CHIEF

BY

JAH PSB

PROJECT No. ZHTV 100157

REPLACE STEAM LINES S-219 TO F/20642

N

SCALE: 1’’= 30’-0"

0 30’30’ 10’20’

BUILDING

BUILDING

Q

R E

E T

PROPOSED STEAM LINE

STEAM LINE

PROPOSED

STEAM LINE

PROPOSED

PLAN

TRAFFIC MAINTENANCE/ PHASING

TM01

BARRICADES

TEMPORARY

BARRICADES

TEMPORARY

BARRICADES

TEMPORARY

BARRICADES

TEMPORARY

BARRICADES

TEMPORARY

BARRICADES

TEMPORARY

C P

R

S-218

STEAM PIT

A T E

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PHASE II

PHASE I

PHASE III

C

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M. Tibbs M. Tuss

05-24-2012PSB

J. Poorman

WRIGHT-PATTERSON AIR FORCE BASE IV

IL IN

E E

R

US AF

88TH ABW

E GN

C

COORDINATOR

DATE NO. REVISION

DESIGN CHIEF

BY DATE NO. REVISION

ENGINEERING CHIEF

BY

JAH PSB

PROJECT No. ZHTV 100157

REPLACE STEAM LINES S-219 TO F/20642

N

SCALE: 1’’= 30’-0"

0 30’30’ 10’20’

BUILDING

BUILDING

S te a m

L in e

Steam Line

Tree

Tree

Tree

Tree

LPLP

LP

Underground Electric

Tree

Landscaping

MH

San.

MH

Stm.

CBStorm Line

S to rm

L in e

MH

Stm.

MH

Elec.

Box Elec.

LP

Sanitary Sewer

Storm Line

U nd er gr ou nd E le c.

St or m L in e

S a n it a r y e w e r

U nd er gr ou nd

El ec tr ic

CB

CB

Box Elec.

LP

S t e a m

L in e

G s e

U n d e r g r o u n d

E le c

W a t e

M in

G e

Com m . Line

LPLP

FH, & WV

Water Main

Sidewalk

Wall Retaining

CB

CB

CB

CB

Storm Line

S t o e

Gas Line

Drive Conc.

WV

WV

CB

CB

WV

LP

PP

Tree

Tree

Tree

CB

CB

Box Elec. Wall

Retaining

LP

LP

LP

LP

LP

LP

CB

CBCBCBCB

CB

Box Elec.

Box Elec.

LP

St or m L ine

S t o e

Underground Elec.

Steam Line

S t e e

LP

MH

Elec. Tree

(5) Tree

Storm Drain

Storm Drain

Storm Line

Gas Line

S to rm

L in e

Tree

Tree

Tree

Tree

Sidewalk

Sign

S id e w a lk

MH

San.

Steam Line

CO

CB

Tree

Tree

Tree

LP

LP

Box Elec.

CB

CB

Tree LP

FH

MH

Tele.

Steam Tunnel

Lid

Lid

Lid Lid

Lid

Lid

Lid

Mailbox

Tree

Sign

Steps

Steps

Steps

Steps

PIV

PIV

Stairs

R E

E T

S H E E T

C

SHEET C702

SHEET C704

SHEET C704

SHEET C702

S H E E T

C

Sidewalk

EXISTING SITE PLAN

OVERALL

C100

S-218 Steam Pit

A T E

OF O

H

I O

P R

O F

E S S

IONAL EN

G I

N E

E R

R E

GISTER

E

PETER

C

P

R

C P RC P RC P R

C P RC P R

C

P

R

C P R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C

M. Tibbs M. Tuss

05-24-2012PSB

J. Poorman

WRIGHT-PATTERSON AIR FORCE BASE IV

IL IN

E E

R

US AF

88TH ABW

E GN

C

COORDINATOR

DATE NO. REVISION

DESIGN CHIEF

BY DATE NO. REVISION

ENGINEERING CHIEF

BY

JAH PSB

PROJECT No. ZHTV 100157

REPLACE STEAM LINES S-219 TO F/20642

N

SCALE: 1’’= 30’-0"

0 30’30’ 10’20’

BUILDING

BUILDING

S H E E T

C

SHEET C703

SHEET C705

SHEET C705

SHEET C703

S H E E T

C

R E

E T

PROPOSED STEAM LINE

STEAM LINE

PROPOSED

STEAM LINE

PROPOSED

C101

PROPOSED SITE PLAN

OVERALL

TO EXISTING SAN. MH

(SUMP DRAIN)

SANITARY LINE

CONNECT 2"

S-218

STEAM PIT

NEW

A T E

OF O

H

I O

P R

O F

E S S

IONAL EN

G I

N E

E R

R E

GISTER

E

PETER

C P RC P RC P RC P R

C P RC P RC P R

M. Tibbs M. Tuss

05-24-2012PSB

J. Poorman

WRIGHT-PATTERSON AIR FORCE BASE IV

IL IN

E E

R

US AF

88TH ABW

E GN

C

COORDINATOR

DATE NO. REVISION

DESIGN CHIEF

BY DATE NO. REVISION

ENGINEERING CHIEF

BY

0 10

GRAPHIC SCALE IN FEET

30 40 50

JAH PSB

PROJECT No. ZHTV 100157

REPLACE STEAM LINES, S-219 TO F/20642

2 9

R

C P R C P R C P R C P R

C P RC P RC P R C P R

C P R

C P R

C P R

C P R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

1+

C

P

R

C

P

R

C

P

R

SCALE: 1:10

0 10 20 40

N

C700

Existing Grade

S E E

S H E E T

C

M A

TC

H

L

IN

E

.0

S

H

E

M A

T

IN

E

.0

Comm. Line Underground

Gas Line

Underground Comm.

6" Water

Gas Line

Electric Underground

Existing Grade

Tunnel Lid

Tunnel Lid

Mailbox

Bush

Bush Bush

Bush

Bush

Bush

S to rm

Lin e

G a s

L in e

Storm Line

Tree

Guy

LP

FH

MH

Tele.

Tree

WV

WV

WV

WV

WV

G a s

L in e

C o m m u n ic a ti o n

L in e

S to rm

Li n e

W a te r

L in e

U n d e rg ro u n d

E le c tr ic

Li n e

Inv 12" (E)= 968.35 Inv 12" (S)= 968.60 Top= 970.35

CB

Inv 12" (E)= 967.13 Inv 12" (W)= 969.33 Top= 972.63

CB

Inv 12" (E)= 970.55 Top= 973.55

CB

LP

Box Elec.

Conn.

FDC

C o m m u n ic a t io e

Q

S

TR

E E T

S id e w a lk

S id e w a lk

Tree

Tree

Tree

Tree

G a s

L in e

W a te r

L in e

Inv 12" (W)= 961.00 Top= 969.82 Storm MH

Box Elec.

Inv 12" (N)= 968.94 Top= 970.92

CB

W a te r

L in e

1.

.9

1.

.3

.9

.5

.6

0+00 1+00

.7

.4

2+00

.7

.0

Q Street Sidewalk

Fire Line

REPLACE PAVEMENT

REPLACE PAVEMENT

REPLACE CURB

REPLACE CURB

REPLACE SIDEWALK

REPLACE CURB

(CONTAINS ASBESTOS)

STEAM LINE

REMOVE EXISTING

& CURB RAMP

REPLACE WALK

S-218 Steam Pit

REMOVE

Chamber Existing Sump

REMOVE

Lid Tunnel

Tunnel Lid

H P S

P C R

(2

H P S

L P C

H P S

C P R

STEAM LINES IN PLACE

ABANDON EXISTING

CUT AND CAP

END REMOVAL

CUT AND CAP

END REMOVAL

CUT AND CAP

REMOVALEND

4" HPS

ACTIVE

TO REMAIN

STEAM LINES

S te a m

Tu n n e l

(CONTAINS ASBESTOS)

(2) CONDENSATE LINES

1 STEAM LINE &

REMOVE EXISTING

STA. 0+00.00 TO 2+50.00

EXISTING/ DEMOLITION PLAN AND PROFILE

Riser Elec.

REMOVE

Pit Sump

REMOVE

GENERAL NOTES:

Trench Shallow

REPLACE

FOR ANY CONFLICTS.

CONSTRUCTION OF STEAM LINE

EXISTING UTILITIES PRIOR TO

3. CONTRACTOR TO VERIFY ALL

SITE DETAILS.

2. REFER TO SHEET C706 FOR

DETAILS.

PLANS FOR STEAM LINE & PIT

1. REFER TO MECHANICAL

(CONTAINS ASBESTOS)

CONDENSATE LINE

STEAM LINE AND

REMOVE EXISTING

(CONTAINS ASBESTOS)

CONDENSATE LINE

STEAM LINE AND

REMOVE EXISTING

(CONTAINS ASBESTOS)

CONDENSATE LINE

STEAM LINE AND

REMOVE EXISTING

1 1/2" PCR

1 1/2" PCR

minimal excvavation) around pit for (Provide shoring S-218 Steam Pit

REMOVE

H P S

C P R

(CONTAIN ASBESTOS)

STEAM LINES IN PLACE

ABANDON EXISTING

(CONTAINS ASBESTOS)

CONDENSATE LINE

STEAM LINE AND

REMOVE EXISTING

(CONTAINS ASBESTOS)

STEAM LINES IN PLACE

ABANDON EXISTING

A T E

OF O

H

I O

P R

O F

E S S

IONAL EN

G I

N E

E R

R E

GISTER

E

PETER

4" CPR

6" HPS

ISLAND.

LANDSCAPING WITHIN

REMOVE & REPLACE

RAMP

REPLACE HC

DURING CONSTRUCTION

PROTECT EXISTING CB

M. Tibbs M. Tuss

05-24-2012PSB

J. Poorman

WRIGHT-PATTERSON AIR FORCE BASE IV

IL IN

E E

R

US AF

88TH ABW

E GN

C

COORDINATOR

DATE NO. REVISION

DESIGN CHIEF

BY DATE NO. REVISION

ENGINEERING CHIEF

BY

0 10

GRAPHIC SCALE IN FEET

30 40 50

JAH PSB

PROJECT No. ZHTV 100157

REPLACE STEAM LINES, S-219 TO F/20642

2 9

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

1+

CPR CPR CPR CPR CPR

C P

R

CPR

C P

R

CPR CPR CPR CPR CPR CPR CPR

C P

R

C P

R

C P

R C P

R

SCALE: 1:10

0 10 20 40

N

C701

PROJECT

BEGIN

CROSSING

CAUTION UTILITY

CROSSING

CAUTION UTILITY

CROSSING

CAUTION UTILITY

CROSSING

CAUTION UTILITY

CROSSING

CAUTION UTILITY

CROSSING

CAUTION UTILITY

Existing Grade

S E E

S H E E T

C

M A

TC

H

L

IN

E

.0

S

E

M A

T

E

.0

Comm. Line UndergroundGas Line

Underground Comm.

Gas Line

Electric Underground

& 4" CONDENSATE LINE

NEW 6" HIGH PRESSURE STEAM LINE

& 4" CONDENSATE LINE

NEW 6" HIGH PRESSURE STEAM LINE

Existing Grade

Tunnel Lid

Tunnel Lid

Mailbox

BushBush

Bush

Bush

Bush

Bush

S to rm

Lin e

G a s

L in e

Storm Line

Tree

Guy

LP

FH

MH

Tele.

Tree

WV

WV

WV

WV

G a s

L in e

C o m m u n ic a ti o n

L in e

S to rm

Li n eW a te r

L in e

U n d e rg ro u n d

E le c tr ic

Li n e

Inv 12" (E)= 968.35 Inv 12" (S)= 968.60 Top= 970.35

CB

Inv 12" (E)= 967.13 Inv 12" (W)= 969.33 Top= 972.63

CB

LP

Box Elec.

Conn.

FDC

C o m m u n ic a t io e

Q

S

TR

E E T

S id e w a lk

S id e w a lk

Tree

Tree

Tree

Tree

G a s

L in e

W a te r

L in e

Inv 12" (W)= 961.00 Top= 969.82 Storm MH

& 4" CONDENSATE LINE

NEW 6" HIGH PRESSURE STEAM LINE

Box Elec.

& 4" CONDENSATE LINE

NEW 6" HIGH PRESSURE STEAM LINE

F ire

L in e

1.

.9

1.

.3

.9

.5

.6

0+00 1+00

.7

.4

2+00

.7

.0

Q Street Sidewalk

Fire Line

NEW PAVEMENT

CURB

NEW

CURB

NEW

PAVEMENT

NEW SIDEWALK

S-218

NEW STEAM PIT

DURING CONSTRUCTION

PROTECT CB

H P S

C P R

Place. Cut And Cap.

To Be Abandoned In Condensate Line Existing Steam And

6" HPS

4" CPR

(2

H P S

L P S

Lid Tunnel

S te a m

Tu n n e l

CURB

NEW

(EL-1)

LOOPS

EXPANSION

(EL-1)

EXPANSION LOOPS

SPECS.

REFER TO MECHANICAL

CONCRETE BLOCKING

SPECS.

REFER TO MECHANICAL

CONCRETE BLOCKING

Place. Cut And Cap.

To Be Abandoned In

Condensate Line Existing Steam And

Place. Cut And Cap.

To Be Abandoned In

Condensate Line Existing Steam And

CATCH BASIN

REMOVE AND REPLACE

STA 0+00.00 TO 2+50.00

PROPOSED PLAN AND PROFILE

S-218

NEW STEAM PIT

GENERAL NOTES:

TRENCH

SHALLOW

NEW

FOR ANY CONFLICTS.

CONSTRUCTION OF STEAM LINE

EXISTING UTILITIES PRIOR TO

3. CONTRACTOR TO VERIFY ALL

SITE DETAILS.

2. REFER TO SHEET C706 FOR

DETAILS.

PLANS FOR STEAM LINE & PIT

1. REFER TO MECHANICAL

C.O.

LINE

WATER

LOWERED

6" Water

LOWERED

FOR CONTINUATION.

SEE SHEET C101

(SUMP DRAIN)

2" SANITARY LINE

CURB

NEW

PAVEMENT

NEW

H P S

C P

A T E

OF O

H

I O

P R

O F

E S S

IONAL EN

G I

N E

E R

R E

GISTER

E

PETER

6" HPS

4" CPR

M. Tibbs M. Tuss

05-24-2012PSB

J. Poorman

WRIGHT-PATTERSON AIR FORCE BASE IV

IL IN

E E

R

US AF

88TH ABW

E GN

C

COORDINATOR

DATE NO. REVISION

DESIGN CHIEF

BY DATE NO. REVISION

ENGINEERING CHIEF

BY

0 10

GRAPHIC SCALE IN FEET

30 40 50

JAH PSB

PROJECT No. ZHTV 100157

REPLACE STEAM LINES, S-219 TO F/20642

C P R C P R

C P R C P R C P R

C P R

C P R

C P R

C P R

C P R

C P R

C P R

C P R

C P R

5+00

5+00

C P R

P

R

C

P

R

C

P

R

C P R C P R

C P R

C P R

C P RC P RC P R

SCALE: 1:10

0 10 20 40

N

C702

Underground Electric

6" Water

BUILDING

.3

.4

.0

.7

.1

.1

.4

.5

4+003+00

Existing Grade

Existing Grade

Tree

Tree

Tree

Tree

Tree

Tree

Tree

Tree

U n d e r g r o u c t r ic

Gas Line

Steps (8) Sidewalk Sidewalk

Gravel

Valve

PIV

Steps (15)

Wall Conc.

Equipment Mech.

Generator Diesel

CO

Inv= 957.70 Top= 960.98

CB

Wall Conc.

LP LPUnderground Electric

Inv 12" (S)= 963.47 Top= 967.47

CB

Storm Line

S id e w a lkS t o e S to e

P la n t e r

C o n c

BUILDING

S

E

M A

T

.0

S

E

M A

T

.0

Fire Line

Water Line Gas Line

OF STEAM LINE

BRICK WALL 3.00’ LT

of Steam Line Gas Line 5.00’ LT of Steam Line Gas Line 5.00’ LT of Steam Line 6" Water 3.25’ LT of Steam Line 6" Water 3.25’ LT

S

E

M A

T

.0

S

E

M A

T

.0

LOOP IN PLACE

ABANDON STEAM

3" CPR

4" HPS

(CONTAINS ASBESTOS)

(3) CONDENSATE LINES

(2) STEAM LINES &

REMOVE EXISTING

CUT AND CAP

END REMOVAL

4" HPS

STA. 2+50.00 TO 4+58.00

EXISTING/ DEMOLITION PLAN AND PROFILE

GENERAL NOTES:

FOR ANY CONFLICTS.

CONSTRUCTION OF STEAM LINE

EXISTING UTILITIES PRIOR TO

3. CONTRACTOR TO VERIFY ALL

SITE DETAILS.

2. REFER TO SHEET C706 FOR

DETAILS.

PLANS FOR STEAM LINE & PIT

1. REFER TO MECHANICAL

(SEE SHEET M101)

(CONTAINS ASBESTOS)

CONDENSATE LINES

STEAM LINES AND

REMOVE EXISTING (CONTAINS ASBESTOS)

CONDENSATE LINES

STEAM LINES AND

REMOVE EXISTING

1 1/2" HPS

1 1/2" CPR

(CONTAINS ASBESTOS)

CONDENDSATE LINES

STEAM LINES AND

REMOVE EXISTING

(CONTAINS ASBESTOS)

CONDENSATE LINES

STEAM LINES AND

REMOVE EXISTING

(CONTAINS ASBESTOS)

(2) CONDENSATE LINES

(2) STEAM LINES &

REMOVE EXISTING

AS REQUIRED

REPLACE SIDEWALK

REMOVE &

A T E

OF O

H

I O

P R

O F

E

S S

IONAL EN

G I

N E

E R

R E

GISTER

E

PETER

AS REQUIRED

REPLACE CONC.

REMOVE &

M. Tibbs M. Tuss

05-24-2012PSB

J. Poorman

WRIGHT-PATTERSON AIR FORCE BASE IV

IL IN

E E

R

US AF

88TH ABW

E GN

C

COORDINATOR

DATE NO. REVISION

DESIGN CHIEF

BY DATE NO. REVISION

ENGINEERING CHIEF

BY

0 10

GRAPHIC SCALE IN FEET

30 40 50

JAH PSB

PROJECT No. ZHTV 100157

REPLACE STEAM LINES, S-219 TO F/20642

C P R

CPR CPR CPR

C P

R

C P

R

CPR CPR CPR CPR CPR CPR

5+00

CPR CPR CPR CPR CPR CPR

CPR CPR CPR

C P

R

CPR

C P

R C

P R

C P

R

5+00

C P R

CPR CPR

SCALE: 1:10

0 10 20 40

N

C703

Underground Electric

6" Water

BUILDING

.3

.4

.0

.7

.1

.1

.4

.5

4+003+00

Existing Grade

Tree

Tree

Tree

Tree

Tree

Tree

Tree

Tree

U n d e r g r o u c t r ic

Gas Line

CROSSING

CAUTION UTILITY

CROSSING

CAUTION UTILITY

CROSSING

CAUTION UTILITY

Steps (8) Sidewalk Sidewalk

Gravel

Valve

PIV

Steps (15)

Wall Conc.

Equipment Mech.

Generator Diesel

CO

Inv= 957.70 Top= 960.98

CB

Wall Conc.

LP LPUnderground Electric

Inv 12" (S)= 963.47 Top= 967.47

CB

S id e w a lk

S t o e S to e

P la n t e r

C o n c

BUILDING

S

E

M A

T

.0

Fire Line

Water Line

Gas Line

OF STEAM LINE

BRICK WALL 3.00’ LT

of Steam Line Gas Line 5.00’ LT of Steam Line Gas Line 5.00’ LT of Steam Line 6" Water 3.25’ LT of Steam Line 6" Water 3.25’ LT

S

E

M A

T

.0

S

E

M A

T

.0

NEW SIDEWALK

6" HPS

4" CPR

SPECS.

REFER TO MECHANICAL

CONCRETE BLOCKING

STA 2+50.00 TO 4+58.00

PROPOSED PLAN AND PROFILE

SPECS.

REFER TO MECHANICAL

CONCRETE BLOCKING

Place. Cut And Cap.

To Be Abandoned In Existing Steam Loop

RETAINING WALL

SIDEWALK AND

GENERAL NOTES:

FOR ANY CONFLICTS.

CONSTRUCTION OF STEAM LINE

EXISTING UTILITIES PRIOR TO

3. CONTRACTOR TO VERIFY ALL

SITE DETAILS.

2. REFER TO SHEET C706 FOR

DETAILS.

PLANS FOR STEAM LINE & PIT

1. REFER TO MECHANICAL

& 4" CONDENSATE LINE

NEW 6" HIGH PRESSURE STEAM

DURING CONSTRUCTION

PROTECT WALL FOOTING

& 3" CONDENSATE LINE

NEW 4" HIGH PRESSURE STEAM

& 4" CONDENSATE LINE

NEW 6" HIGH PRESSURE STEAM

(EL-2)

LOOPS

EXPANSION

(EL-2)

LOOPS

EXPANSION

RETAINING WALL FOOTING.

TO BACKFILL UNDER

USE FLOWABLE FILL

NEW SIDEWALK

RETAINING WALL

SIDEWALK AND

& 3" CONDENSATE LINE

NEW 4" HIGH PRESSURE STEAM

& 3" CONDENSATE LINE

NEW 4" HIGH PRESSURE STEAM

SCALE 2:1

ENLARGED PROFILE

SCALE 1"=20’

ENLARGED PLAN

Struts Concrete

RETAINING WALL

Struts Concrete

RETAINING WALL FOOTING.

TO BACKFILL UNDER

USE FLOWABLE FILL

RETAINING WALL

& 3" CONDENSATE LINE

NEW 4" HIGH PRESSURE STEAM

SEE ENLARGED PLAN THIS SHEET.

MINIMIZE TRENCH WIDTH.

SHORING WILL BE REQUIRED TO

SPECIAL METHODS & HAND DIGGING.

EXCAVATION IN THIS AREA MAY REQUIRE

BEGINNING CONSTRUCTION.

IN THIS AREA PRIOR TO

EXPLORITORY EXCAVATION REQUIRED

NOTE:

LINES IN TUNNEL

NEW STEAM AND CONDENSATE

REFER TO SHEET M201 FOR

LINES IN TUNNEL

NEW STEAM AND CONDENSATE

REFER TO SHEET M201 FOR

A T E

OF O

H

I O

P R

O F

E

S S

IONAL EN

G I

N E

E R

R E

GISTER

E

PETER

CONCRETE

M. Tibbs M. Tuss

05-24-2012PSB

J. Poorman

WRIGHT-PATTERSON AIR FORCE BASE IV

IL IN

E E

R

US AF

88TH ABW

E GN

C

COORDINATOR

DATE NO. REVISION

DESIGN CHIEF

BY DATE NO. REVISION

ENGINEERING CHIEF

BY

0 10

GRAPHIC SCALE IN FEET

30 40 50

JAH PSB

PROJECT No. ZHTV 100157

REPLACE STEAM LINES, S-219 TO F/20642

964 963

C P R C P R C P R

5+00

5+00

C P R C P R C P R

C P R

C P R

C P R

C P R

C P R C P R

SCALE: 1:10

0 10 20 40

N C704

.9

.7

.4

.6

.4

.7

.6

.2

.0

6+005+00

S

E

M A

T

.0

PROJECT

END

Tree TreeTreeTreeTree

Sign

Wall Conc.

G e

S to e

MH

Elec.

Electric

Underground

Electric

Underground

LP

LP

LPLP

LP

LP

LP

Steps (21) Electric

Underground

Wall Retaining

Tree

Tree

Tree

Tree

Tree

Tree

St or m L in e

E le c t r ic

U n d e r g r o u n d

Wall Retaining

Inv 10" (N)= 961.33 Top= 963.98

CB

Inv 12" (W)= 951.12 Inv 12" (E)= 951.12 Top= 955.32

CB

Inv 12" (W)= 951.18 Inv 12" (E)= 951.18 Top= 956.23

CB

Inv 12" (W)= 952.17 Inv 12" (E)= 952.17 Top= 956.42

CB

Inv 12" (N)= 955.25 Inv 12" (E)= 955.25 Inv 12" (SW)= 955.25 Top= 966.35

CB

Storm Line Gas Line

Storm Line

BUILDING

BUILDING

Sidewalk

Storm Line

Box Elec.

Line Storm Line Storm

Line Storm

Line Water

Existing Grade

Existing Grade

BUILDING

Gas Line

Electric Underground

Electric Underground

12" Storm

10" Storm

Electric Underground

Gas Line

Electric Underground

S

E

M A

T

.0

LIGHT

REPLACE BOLLARD

REMOVE &

Yard Drain

IN PLACE

STEAM LINES

ABANDON

(CONTAINS ASBESTOS)

STEAM LINES

REMOVE EXISTING

4" HPS

3" CPR

3" HPS

(CONTAINS ASBESTOS)

& (2) CONDENSATE LINES

(2) HIGH PRESSURE STEAM

REMOVE

4" HPS

3" CPR

STA. 4+58.00 TO 6+47.50

EXISTING/ DEMOLITION PLAN AND PROFILE

GENERAL NOTES:

FOR ANY CONFLICTS.

CONSTRUCTION OF STEAM LINE

EXISTING UTILITIES PRIOR TO

3. CONTRACTOR TO VERIFY ALL

SITE DETAILS.

2. REFER TO SHEET C706 FOR

DETAILS.

PLANS FOR STEAM LINE & PIT

1. REFER TO MECHANICAL

1 1/2" CPR

(CONTAINS ASBESTOS)

CONDENSATE LINES

STEAM LINES AND

REMOVE EXISTING

(CONTAINS ASBESTOS)

CONDENSATE LINES

STEAM LINES AND

REMOVE EXISTING

(CONTAINS ASBESTOS)

CONDENSATE LINES

STEAM LINES AND

REMOVE EXISTING

FOR RECONNECTION

SEE SHEET C705

(CONTAINS ASBESTOS)

AND 4" DRIP TRAP.

REMOVE PIPING THROUGH WALL

(CONTAINS ASBESTOS)

& (1) CONDENSATE LINES

(1) HIGH PRESSURE STEAM

REMOVE

CUT AND CAP

END REMOVAL

CUT AND CAP

END REMOVAL

CONCRETE

REMOVE

A T E

OF O

H

I O

P R

O F

E

S S

IONAL EN

G I

N E

E R

R E

GISTER

E

M. Tibbs M. Tuss

05-24-2012PSB

J. Poorman

WRIGHT-PATTERSON AIR FORCE BASE IV

IL IN

E E

R

US AF

88TH ABW

E GN

C

COORDINATOR

DATE NO. REVISION

DESIGN CHIEF

BY DATE NO. REVISION

ENGINEERING CHIEF

BY

0 10

GRAPHIC SCALE IN FEET

30 40 50

JAH PSB

PROJECT No. ZHTV 100157

REPLACE STEAM LINES, S-219 TO F/20642

964 963

C P R C P R C P R

CPRCPR

CPR

CPR CPR CPR

C P

R

CPR

CPR CPR CPR

C P

R C

P R

C P

R

C P

R C

P R

C P

R

5+00

CPR CPR CPR CPR CPR CPR CPR

5+00

SCALE: 1:10

0 10 20 40

N C705

.9

.7

.4

.6

.4

.7

.6

.2

.0

6+005+00

S

E

M A

T

.0

PROJECT

END

CROSSING

CAUTION UTILITY

CROSSING

CAUTION UTILITY

CROSSING

CAUTION UTILITY

CROSSING

CAUTION UTILITY

CROSSING

CAUTION UTILITY

CROSSING

CAUTION UTILITY

CROSSING

CAUTION UTILITY

Tree TreeTreeTreeTree

Sign

Wall Conc.

G e

S to e

MH

Elec.

Electric

Underground

Electric

Underground

LP

LP

LPLP

LP

LP

LP

Steps (21)

Electric

Underground

Wall Retaining

Tree

Tree

Tree

Tree

Tree

Tree

St or m L in e

E le c t r ic

U n d e r g r o u n d

Wall Retaining

Inv 10" (N)= 961.33 Top= 963.98

CB

Inv 12" (W)= 951.12 Inv 12" (E)= 951.12 Top= 955.32

CB

Inv 12" (W)= 951.18 Inv 12" (E)= 951.18 Top= 956.23

CB

Inv 12" (W)= 952.17 Inv 12" (E)= 952.17 Top= 956.42

CB

Inv 12" (N)= 955.25 Inv 12" (E)= 955.25 Inv 12" (SW)= 955.25 Top= 966.35

CB

Storm Line Gas Line

Storm Line

BUILDING

BUILDING

Sidewalk

Storm Line

Box Elec.

Line Storm

Line Storm

Line Water

Existing Grade

Existing Grade

BUILDING

Gas Line Electric Underground

Electric Underground

12" Storm

10" Storm

Electric Underground

Gas Line

Electric Underground

& 3" CONDENSATE LINE

NEW 4" HIGH PRESSURE STEAM

& 3" CONDENSATE LINE

NEW 4" HIGH PRESSURE STEAM

S

E

M A

T

.0

CONCRETE

NEW

Drain

Yard

4" HPS

3" CPR

& CONDENSATE LINE

NEW HIGH PRESSURE STEAM

Place. Cut And Cap.

To Be Abandoned In

Condensate Line Existing Steam And

SPECS.

REFER TO MECHANICAL

CONCRETE BLOCKING

SPECS.

REFER TO MECHANICAL

CONCRETE BLOCKING

4" HPS

3" CPR

STA 4+58.00 TO 6+47.50

PROPOSED PLAN AND PROFILE

GENERAL NOTES:

FOR ANY CONFLICTS.

CONSTRUCTION OF STEAM LINE

EXISTING UTILITIES PRIOR TO

3. CONTRACTOR TO VERIFY ALL

SITE DETAILS.

2. REFER TO SHEET C706 FOR

DETAILS.

PLANS FOR STEAM LINE & PIT

1. REFER TO MECHANICAL

(EL-4)

LOOPS

EXPANSION

(EL-4)

EXPANSION LOOP

FOR WALL PENETRATION DETAIL.

4" DRIP TRAP. SEE SHEET M203 FOR DETAIL

JUST INSIDE 640 MECHANICAL ROOM. PROVIDE NEW

CONNECT NEW HPS AND CPR PIPING TO EXISTING

& 3" CONDENSATE LINE

NEW 4" HIGH PRESSURE STEAM

A T E

OF O

H

I O

P R

O F

E

S S

IONAL EN

G I

N E

E R

R E

GISTER

E

N

S201

F1

S201

F2

S201

F2

S201

F2

S201

F2

SCALE: �" = 1’-0"

NORTH ELEVATION

SCALE: �" = 1’-0"

SOUTH ELEVATION

SCALE: �" = 1’-0"

EAST ELEVATION

SCALE: �" = 1’-0"

WEST ELEVATION

PLAN VIEW

SCALE: �" = 1’-0"

PIT S-218

S201

F4

S201

F3

S201

F3

S201

F3

S201

F5

OF

DATEDRAWNDESIGNED CHECKED

M. Tibbs M. TussJ. Poorman

WRIGHT-PATTERSON AIR FORCE BASE IV

IL IN

E E

R

US AF

88TH ABW

E GN

C

COORDINATOR

DATE NO. REVISION

DESIGN CHIEF

BY DATE NO. REVISION

ENGINEERING CHIEF

BY

PROJECT No. ZHTV 100157

REPLACE STEAM LINES S-219 TO F/20642

JML

LINTZ

No. 76327

JAMES M.

R E

E

NI

GNE LANOI

S

S E

F O

R P

OI

H

O

FO ET

A

T S

D

ERETSIGE

R

JCL 05-24-12

2009 INTERNATIONAL BUILDING CODE.

PITS ARE NOT DESIGNER FOR VEHICULAR TRAFFIC ON TOP.

NOTES APPLY TO ALL PITS.

SEE ARCHITECTURAL DRAWINGS OR SITE PLAN FOR PIT ELEVATIONS.

ELECTRODES SHALL BE E70XX.

THE CURRENT EDITION OF THE AWS STRUCTURAL WELDING CODE. WELDING

ALL WELDING SHALL BE DONE BY QUALIFIED WELDERS IN ACCORDANCE WITH 5.

SPLICING OF STRUCTURAL STEEL IS PROHIBITED EXCEPT AS DETAILED.4.

SIZE AS PER PLAN.

BOLTS, UNLESS OTHERWISE SHOWN, SHALL CONFORM TO ASTM A325-N, 3.

STEEL SHALL CONFORM TO ASTM A36.

TUBES SHALL CONFORM TO ASTM A500 GRADE B. ALL OTHER STRUCTURAL

WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. STRUCTURAL 2.

BUILDINGS AND BRIDGES AND CURRENT OSHA STANDARDS.

STEEL BUILDINGS, THE AISC CODE OF STANDARD PRACTICE FOR STEEL

WITH THE CURRENT EDITION OF THE AISC SPECIFICATIONS FOR STRUCTURAL

FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE 1.

ALL PITS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL.

OF THE GEOTECHNICAL REPORT.

PROFESSIONAL TESTING AGENCY TO ASSURE COMPLIANCE WITH THE RECOMMENDATIONS

EARTHWORK OPERATIONS SHALL BE PERFORMED UNDER THE DIRECTION OF A

2’-0"#6

1’-9"#5

1’-6"#4

LAP DIMENSIONBAR SIZE

ARE REQUIRED:

STEEL. REINFORCING STEEL SHALL BE LAPPED AS FOLLOWS WHERE SPLICES

AND INTERSECTIONS. CORNER BARS SHALL BE PROVIDED TO MATCH HORIZONTAL

HORIZONTAL REINFORCING IN PITS SHALL BE CONTINUOUS AT CORNERS 6.

UNLESS AN ALTERNATE IS APPROVED BY THE ENGINEER.

IF SPECIFIC ANCHORS ARE SHOWN ON DRAWINGS, THEY MUST BE USED

WITH PARTICULAR ATTENTION TO PROPER TORQUE.

ANCHORS SHALL BE INSTALLED PER MANUFACTURER’S RECOMMENDATIONS

POWERS RAWL DIVISION OF POWER FASTENING, INC. AND "KWIK-BOLT 3" BY HILTI, INC.

FASTENERS THAT MEET THESE REQUIREMENTS ARE "POWER-STUD" BY THE

3,765#2,670#�"

2,973#2,091#�"

1,787#1,450#�"

SHEARTENSIONDIA.

FOLLOWING MINIMUM WORKING LOAD CAPACITIES IN 4000 PSI CONCRETE:

CONCRETE EXPANSION ANCHORS, SIZE AS PER PLAN, SHALL DEVELOP THE 5.

REINFORCING STEEL SHALL CONFORM TO ASTM A615, A616, OR A617, GRADE 60.4.

CHLORIDE-BASED ADMIXTURES ARE PROHIBITED IN ALL REINFORCED CONCRETE.3.

ALL CONCRETE SHALL HAVE 4-7% TOTAL AIR CONTENT.2.

CONCRETE SHALL DEVELOP A 28-DAY MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI.1.

ADDITIONAL REQUIREMENTS:

SPECIFICATION FOR COLD WEATHER CONCRETING, WITH THE FOLLOWING

ACI 305 SPECIFICATION FOR HOT WEATHER CONCRETE, AND ACI 306

ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE,

ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE,

CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE CURRENT

NOTE:

NOTE: NOTE:

NOTE:

NOTE:

S200

10’-0"

8’-8"

8"

8"

2’-0" 1’-4"

R

R

3’-0"

1’

1’

1’

1’

1’-6"

1’-0

R

3’-9" 3’-1�"

2’-0"

1’

C O

N T

R A

C T

O

V

R

IF

Y

GENERAL NOTES

ELEVATION DATUM

DESIGN SPECIFICATIONS

EARTHWORK

CONCRETE STRUCTURAL STEEL

PLAN

SUMP

HATCH

SUMP

‰ OPENING

ELEVATION VIEWED FROM OUTSIDE OF PIT.

ELEVATION VIEWED FROM OUTSIDE OF PIT.

ELEVATION VIEWED FROM OUTSIDE OF PIT.

ELEVATION VIEWED FROM OUTSIDE OF PIT.

‰ OPENING

TRENCH

(OPP. HAND)

EXISTING TRENCH

PIPE MANUFACTURER

OPENING SIZE WITH

CONTRACTOR VERIFY

S205

S205

SCALE: �" = 1’-0"

FLOOR HATCH DETAIL

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

REINFORCING DETAIL

TYPICAL DOUBLE OPENING

REINFORCING DETAIL

TYPICAL SINGLE OPENING

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

TYPICAL LADDER DETAIL

SCALE: �" = 1’-0"

SECTION

S200

F1

SCALE: �" = 1’-0"

SECTION

S200

F2

REINFORCING DETAIL

FLOOR HATCH

SCALE: �" = 1’-0"

SECTION

S200

F4

SCALE: �" = 1’-0"

REINFORCING DETAIL

TRENCH OPENING

SCALE: �" = 1’-0"

SECTION

S200

F3

SCALE: �" = 1’-0"

SECTION

S200

F5

SCALE: 3" = 1’-0"

DETAIL

S205

S205SCALE: 1�" = 1’-0"

DETAIL

NOTE:

C L

R

C L

R

CLR.

2"

CLR.

2" C

L R

C L

R

8"

8"

7" 1’-6"

1’

V A

R

IE

S

(S

E E

IT

E V

A T

IO

N S

M A

X

1’

1’

O .C

M A

X

A

U

N G

A

B

V

E N

Y

A C

E D

M A

X

E Q

U A

L

M A

X

E Q

U A

L

S E

E

IT

E V

A T

IO

N

F O

IG

H T

1’

9"9"6"

1’

W H E N

O P E N

7"

M

IN

1’

M

IN

1’

° M

IN

7"

C L

R

CLR.

2"

CLR.

2"

CLR.

3�"

C L

R

5’-1"

8"3’-9"8"

CLR.

3�"

C L

R

CLR.

2"

3 SIDES

7"

1�

1�

#4@1’-4" O.C.

#4@1’-4" O.C.

@ 1’-4" O.C.

#4 BENT BARS

WATERSTOP

3’-0"

#4@1’-4" O.C.

#4@1’-4" O.C.

BACKFILL

GRANULAR

COMPACTED

#4@1’-4" O.C.

@ 1’-4" O.C.

#4 BENT BARS

3’-0"

BRACKETS SEE DETAIL 1

TOP RUNG

TOP OF PIT

TOP OF SIDERAIL

(NOT REBAR) (GALVANIZED)

�"¿ NON-SLIP RUNGS

PIT WALL

ELEVATION

TOP OF PIT SLAB

ELEVATION

TOP OF PIT SLAB

PIT WALL

COVER

(T Y

(TYP.)

OPENINGS.

CONSOLIDATION BETWEEN

ENSURE CONCRETE

(TYP.)

COVERED DRAIN

CONT. 4"¿ FABRIC

FINISHED GRADE

SIDERAIL (GALVANIZED)

¾ �X2�"

WATERSTOP

#4 BENT BARS

3’-0"

STAINLESS STEEL)

(GALVANIZED OR

MIN. 300 PSF CAPACITY

30"x36" FLOOR HATCH W/

2-#4X4’-0"@3" O.C.

EACH FACE

2-#4@3" O.C.

EACH FACE

2-#4@3" O.C.

EACH FACE

2-#4@3" O.C.

EACH FACE

2-#4@3" O.C.

4’-5"

1’-0" O.C. MAX.

#4 BENT BAR

@ 1’-0" O.C. MAX.

#4 BARS CONT.

4’-5"

1’-0" O.C. MAX.

#4 BENT BAR

TOP OF TRENCH

FINISHED GRADE &

2-#4@3" O.C.

EACH FACE

2-#4@3" O.C.

2-#4@3" O.C.

2-#4X4’-0"@3" O.C.

#4 BENT BARS

2’-0"

NEW PIT WALL

NEW TRENCH WALL

PIT REINFORCING

TRENCH REINFORCING

1-#4 EACH FACE

EXISTING TRENCH

SIDES OF TRENCH

TYPICAL ON ALL

NEW TRENCH

W/ 6" MIN. EMBEDMENT

EPOXY OR APPROVED EQUAL

TRENCH W/ HILTI HIT-HY 150

DRILL & EPOXY INTO EXISTING

#4X2’-6" @ 1’-0" O.C. MAX.

SIDERAIL

RUNG

SIDERAIL

AT 4’-0" O.C. MAX

�" BENT ¾ (GALVANIZED)

ANCHOR 3" MIN EMBEDMENT

‰ �" ¿ EXPANSION

OF

DATEDRAWNDESIGNED CHECKED

M. Tibbs M. TussJ. Poorman

WRIGHT-PATTERSON AIR FORCE BASE IV

IL IN

E E

R

US AF

88TH ABW

E GN

C

COORDINATOR

DATE NO. REVISION

DESIGN CHIEF

BY DATE NO. REVISION

ENGINEERING CHIEF

BY

PROJECT No. ZHTV 100157

REPLACE STEAM LINES S-219 TO F/20642

JML

LINTZ

No. 76327

JAMES M.

R E

E

NI

GNE LANOI

S

S E

F O

R P

OI

H

O

FO ET

A

T S

D

ERETSIGE

R

05-24-2012JCL

S201