Attachment_4_Steam_ _Condensate_Line_Drawings.pdf

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ELECTRONIC SYSTEMSCENT

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Department of the Air Force Air Force Materiel Command

Designed for:

Sheet 1 of 15

G-001

IDIQ CONTRACT

REPAIR STEAM & CONDENSATE LINES

Hanscom Air Force Base, MA

13 March 2015

FINAL DOCUMENTS

Engineering and Design Section Base Civil Engineer Division 66th Air Base Group/CENM

HANSCOM AFB APPROVAL DATE

USER

FIRE DEPARTMENT

SECURITY POLICE

SAFETY

COMMUNICATIONS

BIOENVIRONMENTAL

ENVIRONMENTAL

CROSS-CONNECTION COORDINATOR*

*Hanscom AFB's Cross-Connection Coordinator is also a Massachusetts Certified Surveyor and Tester

OPERATIONS

CHIEF OF ENGINEERING

1015354727C Typewritten Text

1015354727C Typewritten Text

ATTACHMENT 4 - FA2835-15-R-0020

N

MARTHA'S VINEYARD

NANTUCKET

PLYMOUTH

BOSTON

BEDFORD

WORCESTER

SPRINGFIELD

NASHUA

HARTFORD

ATLANTIC OCEAN

MASSACHUSETTS

CONNECTICUT

VERMONT NEW HAMPSHIRE

INDEX

NUMBERNUMBER

DRAWING NAMEDRAWINGSHEET

AND VISITOR CENTER

ROUTE 2A/VANDENBURG GATE

GATE

HARTWELL AVE

A N

S I

D

/1

/2

N /A

N /A

N /A

/2

/2

S

C

ID

IQ

G -0

.d g n

G-002 2 15

BASE CONTRACTING

ESC/PKOA

BUILDING 1604

BASE SAFETY OFFICE

BUILDING 1721

HANSCOM AFB VICINITY MAP

BASE PLAN

HANSCOM AFB

495495

ATLANTIC OCEAN

ISLAND

RHODEBOSTON

ARLINGTON

LEXINGTON

LYNN

SALEM

QUINCY

HINGHAM

WEYMOUTH

DEDHAM

BROOKLINE

FRAMINGHAM

WILMINGTON

BEDFORD

CONCORD

HANSCOM AFB

REC ANNEX

4th CLIFF

PROPERTY

LIN

E

PLAYGROUND

M A

IN

G

T

E

PICNIC AREA

1A

2A 39

18A

C L

IF

F

R O

A D

(N

O R

T H

SHORT

ROAD

HUMAROCK, MA

4th CLIFF REC ANNEX

SEE LOCATION MAP

SAGAMORE ORLEANS

FALMOUTH

BUZZARDS BAY

NANTUCKET SOUND

SANDWICH

HYANNIS

CHATHAM

CAPE COD BAY

PROVINCETOWN

SAGAMORE

6A

6A

VICINITY MAP LOCATION MAP

CAPE COD AFS

N

SAGAMORE, MA

CAPE COD AIR FORCE STATION

HAMILTON

BEVERLY

IPSWICH

IPSWICH

BAY

1A

1A

BR

IDG

E

S T.

S A G A M

O R E

S T.

PROJECT

SITE

HANSCOM AFB

WALTHAM

BOSTON

HAMILTON

IPSWICH

ANDOVER

LOWELL

N.H.

MASS.

LAWRENCE

1A97

2A

PROJECT SITE

VICINITY MAP LOCATION MAP

N

GRAVEL ROAD

ACCESS ROADTO SAGAMORE ST

HAMILTON, MA

ANNEX

ELECTRONICS RESEARCH

SAGAMORE HILL

N

GSU SITE MAPS

N

GENERAL NOTES

L O

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IN

D E

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A L N

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A

B G /C

E

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M

A

B G /C

E

N T S

J L S

& ENGINEERING

CONTRACT MGMT

BASE CIVIL ENGINEERING

120 GRENIER ST

BLDG 1810

UTILITIES SYSTEMS, OF THE SPECIFICATIONS.

THE APPLICABLE PROVISIONS OF SECTION: EXCAVATION, TRENCHING AND BACKFILLING FOR

EXISTING GRADE AT VARIOUS TIMES OF THE YEAR. DEWATERING SHALL BE IN ACCORDANCE WITH CONSIDERABLY WITHIN THE PROJECT AREA AND MAY BE ENCOUNTERED WITHIN TWO (2) FEET OF ALL EXCAVATIONS ARE TO BE KEPT FREE OF WATER AT ALL TIMES. GROUNDWATER FLUCTUATES THE CONTRACTOR SHALL EMPLOY ALL MEASURES NECESSARY FOR DEWATERING OF EXCAVATIONS.10.

COORDINATED WITH GOVERNMENT REPRESENTATIVE.

SHALL BE CONFINED TO NIGHTS AND/OR WEEKENDS TO THE FULLEST EXTENT POSSIBLE AND SHALL BE UTILITY SHUTDOWN WITHOUT THE APPROVAL OF GOVERNMENT REPRESENTATIVE. UTILITY SHUTDOWNS

INTENDED SHUTDOWN OF ANY UTILITY. THE CONTRACTOR SHALL NOT PROCEED WITH ANY

THE CONTRACTOR SHALL NOTIFY GOVERNMENT REPRESENTATIVE, AT LEAST 14 DAYS PRIOR TO AN 9.

AT ALL TIMES.

THE CONTRACTOR SHALL INSURE THAT ALL MINIMUM PIPE TO TRENCH CLEARANCES ARE MAINTAINED8.

THE CONTRACTOR, SHALL BE BORNE BY THE CONTRACTOR.

CONTRACTOR. COST OF REPAIR OR REPLACEMENT OF ANY UTILITY LINE, DUE TO NEGLIGENCE OF ANY UTILITY PASSING THROUGH AN OPEN EXCAVATION IS TO BE PROPERLY SUPPORTED BY THE7.

EQUAL SIZE AND SPECIES AT NO COST TO THE GOVERNMENT.

MANAGER. ANY PLANT/SHRUB DAMAGED BY THE CONTRACTOR MUST BE REPLACED WITH ONE OF

NO TREE/SHRUB IS TO BE REMOVED OR RELOCATED WITHOUT PRIOR APPROVAL OF BASE PROJECT6.

THE CONTRACTOR'S EXPENSE.

CURBING, AS DEFINED IN THE SPECIFICATIONS, SHALL BE REMOVED AND REPLACED AT

AND REINSTALLED OR REPLACED AFTER TRENCH HAS BEEN COMPLETED. ANY DAMAGED

TO MATCH EXISTING CONDITIONS. CURBING SHALL BE REMOVED PRIOR TO EXCAVATION

EXISTING CONDITIONS. ALL PAINTED LINES REMOVED DURING CONSTRUCTION SHALL BE REPAINTED UNLESS OTHERWISE SPECIFIED, ALL EXCAVATED AREAS SHALL BE REPAVED OR SEEDED TO MATCH5.

BE MAINTAINED UNTIL NEW STEAM LINES ARE INSTALLED AND OPERATING SATISFACTORILY.

STEAM AND CONDENSATE LINES SHALL ALSO BE PROVIDED AT ALL INSTANCES WHERE THIS SERVICE IS TO ALL BUILDINGS WHERE THE STEAM MAINS AND LINES SERVING THEM ARE BEING REPLACED. TEMPORARY THE CONTRACTOR SHALL PROVIDE TEMPORARY STEAM LINES AT GRADE LEVEL TO MAINTAIN SERVICE TO4.

AT ALL TIMES DURING CONSTRUCTION, UNLESS OTHERWISE APPROVED BY GOVERNMENT REPRESENTATIVE.

ONE- HALF OF THE WIDTH OF ANY STREET SHALL REMAIN OPEN TO THE THROUGH TRAFFIC

AND VEHICULAR TRAFFIC AT ALL TIMES THROUGHOUT CONSTRUCTION. A MINIMUM OF

OTHER APPROVED DEVICES NECESSARY TO PROPERLY PROTECT AND MAINTAIN PEDESTRIAN

THE CONTRACTOR SHALL PROVIDE ALL REQUIRED BARRICADES, FLAGMEN, AND/OR 3.

BARRICADES AND LIGHTING.

AT THE COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY BRIDGING, BE PERMITTED A MAXIMUM OF NINE HOURS FOR THE COMPLETION OF THIS TEMPORARY BRIDGING.

AND BARRICADED PER MUTCD STANDARDS. SECTIONS OF TRENCH THAT REQUIRE BRIDGING WILL MAINTENANCE. ALL TRENCHES LEFT OPEN DURING NON -WORKING HOURS SHALL BE ILLUMINATED

WALKWAYS OR VEHICULAR ROADWAYS, TEMPORARY BRIDGES SHALL BE ERECTED FOR TRAFFIC

DATED DECEMBER 2009 (MUTCD).WHERE OPEN TRENCHES WILL INTERSECT EITHER PEDESTRIAN

SHALL MEET THE STANDARDS DEFINED IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES BARRICADES AND OTHER APPROPRIATE MEANS. ALL SIGNS AND OTHER TRAFFIC CONTROL DEVICES

PEDESTRIAN AND VEHICULAR TRAFFIC SHALL BE WARNED BY THE USE OF SIGNS,

SAFETY IS OF PARAMOUNT IMPORTANCE DURING THE CONSTRUCTION OPERATION. 2.

TO INITIATE PROCEDURE.

CONTRACTOR SHALL CONTACT BASE CIVIL ENGINEERING CUSTOMER SERVICE (781-225-2990)

PERMIT PROCEDURE; A PROCESS THAT TYPICALLY REQUIRES FIFTEEN (15) CALENDAR DAYS.

IN ADDITION, THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE BASE EXCAVATION THE CONTRACTOR SHALL NOTIFY "DIG SAFE" (800-322-4844) 72 HOURS PRIOR TO EXCAVATION.1.

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ELECTRICAL DETAILS E-50115

PIPE HANGERS/PIPE SUPPORT M-502 14

STEAM EJECTOR M-501 13

ANCHOR BLOCK DETAILS C-51012

STEAM TRENCH CROSSING C-50911

JUNCTION BOX VENTING C-50810

EXPANSION JOINTS/CONDUIT SUPPORT C-5079

EXPANSION LOOP/BARRIER CONTROL C-5068

JUNCTION BOX MANWAY/PENETRATION C-5057

JUNCTION BOX C-5046

CONCRETE TRENCH/TRAP ASSEMBLY C-503 5

CONCRETE TRENCH C-5024

CIVIL DETAILS C-501 3

LOCATION PLAN & INDEX G-002 2

COVER SHEET G-001 1

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15005

1700 16

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2F

2C

2D

2E1302

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1813 1811

14 14

2A

T120515001

15006

15002

15004

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15003

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B U S

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UNION

CREDIT

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10041003

NG STA

SECTIONAL PLATES

FOR GRADE ADJUSTMENT

…" PER FT TYP.

4" CEMENT CONCRETE WALK

BRICK AS REQUIRED

CEMENT CONCRETE BLOCK

FRAME AND COVER

4" LOAM AND SEED

FRAME SET IN

MORTER BED

WRAP CRUSHED STONE

4'-0"

DIAMETER

2'-0"

6"6"

MIN.

PRECAST CONCRETE

BLOCK LAID w/ OPEN

5'-4"

MIN

CRUSHED STONE

4" SECTIONAL PLATES

1'-8•"

2'-1•"

3'-0"

1'-11"

4" CEMENT CONCRETE

8" GRAVEL BASE COURSE

6x6-W1.4xW1.4

SLOPE TO DRAIN

WIDTHWIDTH VARIESWIDTH

VARIES VARIES

2'-0"

6" CRUSHED STONE

4"

SEE DETAIL ON THIS SHEET

2" DI DRAIN FROM

GRADED CRUSHED AGGREGATE BASE COURSE

SUBBASE COURSE

CEMENT CONC.

6" 6"

NOTES:

V

R I

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CLASS I BIT. CONC. BINDER COURSE TYPE I-1

4"

8"

(MIN. SLOPE 2%)

STEAM EJECTOR

STONE

CRUSHED

J O I

N T

S

M O

R T

E R

I

N

MORTER HORIZONTAL JOINTS

VERTICAL JOINTS (‚")

APPROVED EQUAL

MIRAF114ON OR

(TOP, SIDES & BOTTOM)

WITH FILTER FABRIC

C-501

DRYWELL SECTION

" = 1'-0"2

1SCALE:

(ASTM A185 OR A497)

SHALL CONFORM TO

WELDED WIRE FABRIC

AND SEED

4" TOPSOIL

C-501

CEMENT CONCRETE SIDEWALK

NOT TO SCALE

C-501

DRYWELL BASE

NOT TO SCALE

2. PROVIDE WITH CHECKERED TOP DESIGN LETTERED "DRAIN".

WEIGHT=400 LBS(NEENAH R-1040 OR APPROVED EQUAL).

1. FRAME AND COVER SHALL BE HEAVY DUTY CAST IRON.

NOTES:

C-501

DRYWELL FRAME & COVER

SCALE: 1" = 1'-0"

CURB W/7" REVEAL

PRECAST CONC. OR GRANITE

TYPE I-1

CLASS I BIT. CONC. TOP COURSE

3. THIS METHOD APPLIES TO ALL CURBING ON THE PROJECT

BITUMINOUS CONC. CANNOT BE USED AS A SUBSTITUTE.

WORKS STANDARD SPECIFICATION. ALL TESTS ARE WAIVED,

M4 OF THE 1988 MASSACHUSETTS DEPARTMENT OF PUBLIC

2. ANY CLASS CEMENT CONC. THAT IS ACCEPTABLE UNDER SECTION

BINDER, BASE COURSE & STONE; REPLACE WITH CONC. CEMENT.

1. CUT EXIST. PVMT. SQUARE & STRAIGHT 6" FROM CURB LINE & REMOVE

C-501

VERTICAL CURB

METHOD OF SETTING

NOT TO SCALE

A N

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N /A

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NEOPRENE COMPRESSION

NEOPRENE COMPRESSION

LG ANCHORS @ 12" C/C

JOINT SEALANT

JOINT FILLER

REMOVABLE

12" GRAVEL BASE COURSE

FIN. GRADE

REMOVABLE TRENCH COVER

REMOVABLE

12" GRAVEL BASE COURSE

CRUSHED STONE

PLACE GEOTEXTILE FILTER

TRENCH WIDTH

WALLS AND FOUNDATION

CURB WHERE APPLICABLE

L3x2x• SEAT ANGLE

L3x2x• SEAT ANGLE w/ STIFFENERS

REMOVABLE PIPE SUPPORT L4X4

REMOVABLE PIPE SUPPORT L4X4

TRENCH WIDTH

REMOVABLE TRENCH COVER

WALLS AND FOUNDATION

JOINT SEALANT

JOINT FILLER

•" CLEAR

3'-0"

SIDES

TYP. BOTH

SUPPORTS

PIPE

BORROW

GRAVEL

SUPPORT

PIPE

BORROW

ORDINARY

EL. VARIES

AT SIDES AND BELOW CRUSHED STONE (TYP)

ANGLE W/ •" DIA. X 4"

3 X 3 ‚ CONTINUOUS

WHERE APPLICABLE

BITUMINOUS CONC. PAVEMENT

PER STEAM PIPE SIZE

BITUMASTIC TREATED

SEE DETAIL "D"

w/•" DIA. ANCH. @ 12' O.C.

L6x3• x• CONT.

INCLUDING SUPPORT ANGLE RETAINERS

PER STEAM PIPE SIZE

WHERE APPLICABLE

BITUMINOUS CONC. PAVEMENT

BITUMASTIC TREATED

GRAVEL ROADS

* 9" @ ROAD CROSSINGS, PAVED AREAS AND

* 6" @ SIDEWALKS AND NON PAVED AREAS

REMOVEABLE TRENCH COVER

6" TYP.

2'-6" MAX.

C-502

& AWAY FROM PAVED AREAS

TYPICAL TRENCH SECTION @ SIDEWALKS

" = 1'-0"2

1SCALE:

C-502

CROSSINGS & IN PAVED AREAS

TYPICAL TRENCH SECTION @ ROAD

" = 1'-0"2

1SCALE:

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C-502

C-502

C-502

C-502

C-502

DETAIL

SCALE: 1" = 1'-0"

C-502

ONLY2

1SECTION @ L6x 3

" = 1'-0"2

1SCALE:

/1

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3'-0" MAX

2'-0" MIN

L

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W I

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EQ. EQ.

3'-0" MAX

2'-0" MIN

MIN

1•"

SEE NOTE

TO MATCH EXIST. GRADE

REMOVABLE COVERS TO BE SLOPED

LIFTING LUGS SEE DETAIL

JOINT FILLER

NEOPRENE COMPRESSION

REMOVABLE COVER

JOINT SEALANT

NEOPRENE COMPRESSION

SEE DETAIL

LIFTING LUGS TYP

FAN REINF BARS

TRENCH. SEE DETAIL THIS SHEET.

2. SPECIAL SHAPED COVERS REQUIRED AT BENDS IN

REQUIREMENTS.

1. SEE DETAIL FOR TRENCH COVER REINFORCING

NOTE:

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EQUAL. 2 PER COVER

LCB-1 w/PLASTIC CAP OR APPROVED

RICHMOND SCREW ANCHOR CO.

SINGLE LIFTING RING INSERT

2 AT TOP AND 2 AT BOTTOM.

* PROVIDE FOUR ADDITIONAL REINF. BARS

* LENGTH VARIES TO SUIT TRENCH WIDTH.

NOTE:

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TRENCH WIDTH + 6"

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C-503

REMOVABLE TRENCH COVER

PRECAST CONCRETE

" = 1'-0"2

1SCALE:

C-503

SECTION

NOT TO SCALE

C-503

C-503

DETAIL

NOT TO SCALE

C-503

2" CLEAR

E A

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TRENCH WIDTH + 6"

OR AWAY FROM PAVED AREA

REINFORCING IN SIDEWALK

TYP REMOVABLE COVER

REINFORCING IN PAVED AREA

TYP REMOVABLE COVER

C-503

REINFORCING

TYPICAL REMOVABLE COVER

NOT TO SCALE

DESIGN LIVE LOAD = AASHTO H2O LOADING

DESIGN LIVE LOAD = 100 P.S.F.

C-503

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REMOVABLE COVER @

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E

AIR

FORCEMAT R

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ELCOMMAND

SHEET OF

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A L E

2 3 4 5

D E

P A

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N T O

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A

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O R

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H A

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IN

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S

T E

A M A

N D

OPNG

M.H.

OPNG

M.H.

SUMP PIT

2'-0" SQ.

J

MEMBER

STRUCTURAL

MEMBER

STRUCTURAL

MEMBER

STRUCTURAL

MEMBER

STRUCTURAL

C-504

C-5043

C-504

C-504

JUNCTION BOX PLAN

NOT TO SCALE

T R

E N

C H

CRUSHED STONE

3•"

8•"

FINISH GRADE

MEMBER

STRUCTURAL

REMOVABLE TRENCH COVERS

BOTTOM OF CRUSHED STONE (TYP)

GEOTEXTILE FILTER SIDES AND

C-504

JUNCTION BOX SECTION

" = 1'-0"2

1SCALE:

PRECAST CONCRETE

REMOVABLE COVER

C L

SUPPORT BEAM

FOR SLOPING BEAM SUPPORT

CONNECTION ASSEMBLY TO ALLOW

PROVIDE SHIMS BETWEEN BEAM AND

NOTE:

JOINT SEALANT

•" NEOPRENE COMPRESSION JOINT FILLER

•" NEOPRENE COMPRESSION

L8x6x† w/• STIFFENER w/† DIA STUD ANCH.

EMBEDDED PL† x9x1'-2" LONG

C-504

SECTION

NOT TO SCALE

C-504

SECTION

NOT TO SCALE

10" OR 12"

CONC. WALL

REMOVABLE COVER

PRECAST CONCRETE

TO MATCH SLOPE

SHIM AS REQ'D

4-5/8" DIA x 6Œ" LONG STUD

PL 5/8x9x1'-2" LONG

JOINT FILLER & SEALANT

•" NEOPRENE COMPRESSION

ƒ" DIA A325 BOLTS

L8x6x† w/• STIFFENER

J L S

A

B G /C

E

R T

M

A S S

H O

W N

A

B G /C

E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

C

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D R

A W

N B

Y

E

AIR

FORCEMAT R

I

ELCOMMAND

SHEET OF

S C

A L E

2 3 4 5

D E

P A

R T

M E

N T O

F T

H E A

IR

F

O R

C E

M A

T E

R

IE

L C

O M

M A

N D

A

IR

F

O R

C E

H A

N S

C O

M A

F B

M A

B A

S E C

IV

IL

E

N G

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IN

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R E

P A

IR

S

T E

A M A

N D

A

B G /C

E

R T

M

A

B G /C

E

A S N

O T

E D

WALL

WITH JACKET

RETURN PIPE

SLEEVE WITH MINERAL WOOL

INSULATION JACKET AND EXISTING

EXIST. BUILDING

EXIST. SLEEVE

NEW PIPE INSULATION

PROVIDE SILICONE SEALANT

NEW STEAM OR CONDENSATE

PACK ANNULAR SPACE BETWEEN

C-505

BUILDING WALL PENETRATION

NOT TO SCALE

3" MIN.

C O

N D

U I T

FIT FOR WELDING.

CUT HOLES FOR SNUG

NEW WATERSTOP

1/8

1/8

3" MIN.

FIELD MEASURE AND

3" MIN.

‚" STEEL PLATE, GALV.

CONDUIT

3"

23•" CL. OPNG.

THICKNESS.

SHEET 5 FOR THE RESPECTIVE COVER

SHALL BE SIMILAR TO THAT SHOWN ON

LIVE LOADING INDICATED AND REINFORCING

2. COVERS SHALL BE DESIGNED FOR THE

COVER REQUIRED IN ALL PAVED AREAS.

OR AWAY FROM PAVED AREAS. 9"

1. 6" COVER REQUIRED IN SIDEWALKS

NOTES:

A

L L

LETTERED "STEAM."

300 LBS) OR APPROVED EQ.

MODEL R-6050 (APPROX. WT.

DUTY MH. FRAME AND COVER

NEENAH FOUNDRY CO. HEAVY

DETAIL THIS SHEET.

@ 1'-0" O.C. SEE

MANWAY RUNG BELOW

OPENING TYP.

BARS AROUND

2-#7 ADDITIONAL

V A

R I

E S

4'-0"

1'-0"

C-505

REMOVABLE COVERS @ MANWAY

SCALE 1" = 1'-0"

C-505

JUNCTION BOX PENETRATION

SCALE 1" = 1'-0"

3•"

8•"

8'-0" MAX.

6" OR 9"

C-505

TYPICAL SECTION

" = 1'-0"2

1SCALE:

9"

6"

PROVIDE RUNGS @ 1'-0" O.C. AT ALL MANWAYS.

4"

1'-6"

4"

FACE OF WALL

1" o BAR GALV.

C-505

MANWAY RUNG

NOT TO SCALE

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IL

E N

A M

E

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

C

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D R

A W

N B

Y

E

AIR

FORCEMAT R

I

ELCOMMAND

SHEET OF

S C

A L E

2 3 4 5

D E

P A

R T

M E

N T O

F T

H E A

IR

F

O R

C E

M A

T E

R

IE

L C

O M

M A

N D

A

IR

F

O R

C E

H A

N S

C O

M A

F B

M A

B A

S E C

IV

IL

E

N G

IN

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E S

R E

P A

IR

S

T E

A M A

N D

C-504

E X

P A

N S

IO

N L

O O

P /B

A R

R

IE

R C

O N

T R

O L

ST

CR

ST

CR

ST

CR

ST

CR

LC LC

W

10' O.C. (MAX). TYP

SEE TRENCH SECTION, SHEET 5

FOR CLEAR, INSIDE DIMENSION

PIPE ALIGNMENT

2H H H 2H

ANCHOR TO ANCHOR

C LOOP

L

C L

STRUCTURAL MEMBER

TOP SLAB SUPPORT

SUPPORT PIPE

10" WALLS TYP.

GUIDE TYP.

ANCHOR TYP.

C-506

TYPE "A" LOOP

NOT TO SCALE

TRENCH WIDTH OF BALE

STAKE

STRAW BALE

OR TWINE

BINDING WIRE

BACKFILL

COMPACTED

STRAW

PACKED

F L

O W

A

B

THE WIDTH OF A STRAW BALE.

1. EXCAVATE A TRENCH 4" DEEP AND

A CONTINUOUS BARRIER.

3. WEDGE LOOSE STRAW BETWEEN BALES TO CREATE

STAKES PER BALE.

2. PLACE AND STAKE STRAW BALES, TWO

BARRIER TO PREVENT PIPING.

THE UPHILL SIDE OF THE

EXCAVATED SOIL AS SHOWN ON

4. BACKFILL AND COMPACT THE

THAN POINTS "B"

ELEVATION POINTS "A"TO BE HIGHER

A

B

C-506

BALE BARRIER

SEDIMENTATION CONTROL

NOT TO SCALE

CR = CONDENSATE RETURN

ST = STEAM SUPPLY:

NOTE

WALL

L BEAM

C

SUPPORT BEAM

TOP SLAB

FACE OF

SHOWN FOR CLARITY

TRENCH COVER NOT

NOTE:

CONC.

CONCRETE WALL STRUCTURAL MEMBER

C-504

C-506

DETAIL @ EXPANSION LOOP

SUPPORT BEAM CONNECTION

NOT TO SCALE

CR

ST

S T

C R

H h

TYPICAL

10 FT. O.C. (MAX)

TRENCH

PIPE IN CONC.

ANCHOR, TYP.

SUPPORT PIPE DIAMETER

C-506

TYPE "B" LOOP

NOT TO SCALE

CR = CONDENSATE RETURN

ST = STEAM SUPPLY:

NOTE

CR

ST

CR

ST

h

W

H

S T

C R

10'-0" O.C. (MAX), TYP

SUPPORT PIPE @

PIPE IN CONC. TRENCH

C-506

TYPE "C" LOOP

NOT TO SCALE

CR = CONDENSATE RETURN

ST = STEAM SUPPLY:

NOTE

A

B G /C

E

R T

M

A

B G /C

E

J L S

N T S

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

C

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D R

A W

N B

Y

E

AIR

FORCEMAT R

I

ELCOMMAND

SHEET OF

S C

A L E

2 3 4 5

D E

P A

R T

M E

N T O

F T

H E A

IR

F

O R

C E

M A

T E

R

IE

L C

O M

M A

N D

A

IR

F

O R

C E

H A

N S

C O

M A

F B

M A

B A

S E C

IV

IL

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O N

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A T

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IN

E S

R E

P A

IR

S

T E

A M A

N D

C-507

E X

P A

N S

IO

N J

O

IN

T S /C

O N

D U

IT

S

U P

P O

R T

TYP.

2" CLEAR

WALL REINF. TYPICAL

T

T

JOINT, TYPICAL

TYP.

6" P.V.C. WATERSTOP

WALLS SLABS

CONC. SLAB

PROTECTIVE

TYPICAL

6" P.V.C. WATERSTOP

ASPHALT PAPER

#4 @ 12E.W., 9" CRUSHED STONE

SEE DETAIL

SEE DETAIL

TYP

C-507

C-507

C-507

EXPANSION JOINT DETAILS

NOT TO SCALE

T/6

T/3 T T/3 T

CONTINUOUS

SLAB REINF.

WALLS SLABS

SEE DETAIL

THROUGH JOINT, TYP.

C-507

C-507

CONSTRUCTION JOINT DETAILS

NOT TO SCALE

SLAB THICKNESS

DIAMETER TO BE DIAMETER

CORRUGATED METAL SLEEVE

OTHERWISE NOTED

6" MIN UNLESS

O.D. OF PIPE + 1'-0"

OF EXIST. PIPE PLUS 2" MIN.

#5

C-507

TYPICAL PIPE ENCASEMENT

NOT TO SCALE

5•" REM. COVERS

PRECAST CONC.

DUCT BANK

TELEPHONE CONDUIT OR

LC

ELECTRICAL OR

W4x13 REMOVABLE BEAM

TRENCH WALL

2-1/2" 0 A325F BOLTS

C-507

SUPPORT IN TRENCH

CONDUIT/DUCT BANK

NOT TO SCALE

C-507

SEAL

TO SUIT JOINT

JOINT SEAL

COMPRESSION

"A"

FILLER,TYP.

FOAM RUBBER

"A"

SLOPE 1:16

FILLER, TYP.

"A"= 1•" @ - 20°F

AIR TEMPERATURE

•" @ -120°F

…" @ - 70°F

STOP

WATER

P.V.C.

ELASTOMETRIC

‚" R

1/8" PREFORMED

C-507

DETAIL

NOT TO SCALE

T

T/6

C-507

DETAIL

NOT TO SCALE

INCLUDING RETAINERS

w/ • STIFFENER

L 3x2x… SEAT ANGLE

REMOVABLE PIPE SUPPORT

L6x3• CURB

C-507

SECTION

NOT TO SCALE

C W4 & CONN. PL L

OR DUCT BANK

SIZE/SHAPE OF CONDUIT

FABRICATED TO SUIT

… PLATE ASSEMBLY

C-507

SECTION

NOT TO SCALE

CONST. JT.

CONST.

JOINT

50' MAX

M

X

J O I

N T

E X

P A

N S I

O N

EXPANSION JOINT

E X

P A

N S I

O N

J

O I

N T

E X

P A

N S I

O N

J

O I

N T

E X

P A

N S I

O N

J

O I

N T

E X

P A

N S I

O N

J

O I

N T

J O I

N T

C O

N S

T R

U C

T I

I

N T

C O

N S

T R

U C

T I

100' MAX 100' MAX

B

J

B

OTHERWISE NOTED

50' MAX., TYP. UNLESS

OPTIONAL

C-507

& CONSTRUCTION JOINT LOCATIONS

TYPICAL TRENCH EXPANSION

NOT TO SCALE

A

B G /C

E

R T

M J L S

A

B G /C

E

A S N

O T

E D

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

C

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D R

A W

N B

Y

E

AIR

FORCEMAT R

I

ELCOMMAND

SHEET OF

S C

A L E

2 3 4 5

D E

P A

R T

M E

N T O

F T

H E A

IR

F

O R

C E

M A

T E

R

IE

L C

O M

M A

N D

A

IR

F

O R

C E

H A

N S

C O

M A

F B

M A

B A

S E C

IV

IL

E

N G

IN

E E

R D

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B

A S

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A C

T C

O N

D E

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A T

E L

IN

E S

R E

P A

IR

S

T E

A M A

N D

A

B G /C

E

R T

M J L S

A

B G /C

E

A S N

O T

E D

J U

N C

T

IO

N B

O X V

E N

T

IN

G

SCREEN, TYP.

CONTROL VALVE

2" FROM COOLING

JUNCTION

BOX

6"

BITUMASTIC

‚" PER FOOT, TYP.

PITCH DOWN

3"

3"

2'-0", TYP.

6"

5'-0" TYP.

EDGING

CURB, BERM OR

BOX COVER

GOOSENECK

VALVE VENT WITH

2" COOLING CONTROL

CONTRACTING OFFICER

COLOR TO BE APPROVED BY

PIPE TO BE PAINTED BROWN.

VENT HOOD AND EXPOSED VENT

POINTS OF VENT PIPE

LOCATED AT QUARTER

SUPPORTING STRAPS

1•"x‚"x9" LG.

WELDED WITH

FABRICATED AND

7 GA. VENT HOOD

SILICONE GREASE, TYP.

IMPREGNATED WITH

WITH CERAMIC ROPE

PIPE SLEEVE CAULKED6"

1'-6"0

WIRE MESH

JUNCTION BOX FLOOR

LEAK PLATE

TREATED SURFACE

6" VENT

REMOVE AND REPLACE

REMOVABLE JUNCTION

6" VENT

C-508

JUNCTION BOX VENTING SCHEMATIC

NOT TO SCALE

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

C

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D R

A W

N B

Y

E

AIR

FORCEMAT R

I

ELCOMMAND

SHEET OF

S C

A L E

2 3 4 5

D E

P A

R T

M E

N T O

F T

H E A

IR

F

O R

C E

M A

T E

R

IE

L C

O M

M A

N D

A

IR

F

O R

C E

H A

N S

C O

M A

F B

M A

B A

S E C

IV

IL

E

N G

IN

E E

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A C

T C

O N

D E

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A T

E L

IN

E S

R E

P A

IR

S

T E

A M A

N D

A

B G /C

E

R T

M

A

B G /C

E

A S N

O T

E D

S T

E A

M T

R E

N C

H C

R O

S S

IN

G

NEW JUNCTION BOX VENTD

PAINTED BROWN TO MATCH

MATCH EXIST. MATERIAL

LINE. FILL SLEEVE WITH SAND

SIZED TO ACCOMMODATE RESPECTIVE UTILITY

TRENCH

AND TOP OF

UTILITY

TYP.

1'-0" MIN.

TYP.

1'-0" MIN.

A

A

SLEEVE SIZE PER DETAILS

SECTION A-A

2" VENT ON GAS LINES

18" MIN.

CRUSHED STONE

RELOCATED UTILITY

PERFORATED PIPE

SCHEDULE 80 GALVANIZED STEEL SLEEVE

EXIST GRADE

EXISTING

6" MIN.

SAND

UTILITY/CONDUIT

GALV. STEEL

C-509

& SMALL CONDUITS

UTILITIES UNDER PRESSURE

NOT TO SCALE

PIPE

THROUGH CORRUGATED METAL

(SEE NOTE)

BELOW

ABOVE OR

6" MIN. CL.ST. & P.D.

FLOOR IF BELOW NEW

REQUIRED (TYP.)

WHERE PERMINENT SUPPORT

TYP.

6"

ON HORIZONTAL AXIS. FILL SLEEVE w/ SAND.

EXIST. CONDUIT. PLACE IN FORMS w/ WELDS

180° SECTIONS. SPOT WELD AFTER ENCASING

EXIST LINE +2" MIN. ORDER C.M.P. IN 2

TRENCH SHALL BE PERMANENTLY SUPPORTED.

ELEC. & TEL. CONDUITS AND/OR DUCT BANKS TO BE SLEEVED THROUGH

NOTE:

EXIST. UTILITY TO PASS

REMOVABLE SUPPORT

6' MIN CL. SLEEVE TO

LIMIT OF C.M.P. SLEEVE

6" TYP.

9" MIN. CL

CORRUGATED METAL PIPE DIA. TO BE DIA.OF

C-509

& LARGE CONDUITS

GRAVITY UTILITIES

NOT TO SCALE

PIPE

THROUGH CORRUGATED METAL

HORIZONTAL AXIS.

WATERPROOFED. PLACE IN FORMS w/ JOINT ON

PLASTIC AND TAPED TO ENSURE C.M.P. IS

BE WRAPPED w/ FELT AND THEN WRAPPED w/ 6 MIL

BE 15" AFTER CLAMPING PIPE TOGETHER. IT SHALL

CABLE. THE MAX. SPACING OF THE CLAMPS SHALL

C.M.P.; CLAMP TOGETHER AFTER ENCASING EXIST.

INSTALL 2" OF INSULATION BETWEEN THE CABLE AND

LINE +3" MIN. ORDER C.M.P. IN 2 180° SECTIONS.

THROUGH TRENCH.

LARGE CONDUITS FOR MIN CL OR SLEEVE

SEE DETAIL FOR GRAVITY UTILITIES AND

NOTE:

BENEATH NEW STEAM TRENCH.

ELEVEVATION OF UTILITIES TO BE SLEEVED THROUGH OR TO BE RELOCATED

SEE PLAN AND PROFILE SHTS FOR TYPE SIZE AND APPROX. LOCATION AND

NOTE:

EXIST TEL. CABLE TO PASS

6" MIN.

CORRUGATED METAL PIPE DIA. TO BE DIA. OF EXIST.

C-509

TELEPHONE CABLE

DIRECT BURIAL

NOT TO SCALE

TYPICAL STEAM TRENCH CROSSING DETAILS AT EXISTING UTILITIES

COAT AT TEMPORARY

DO NOT APPLY TACK

PLYWOOD NAILED TO BLOCKING

6" X 6" BLOCKING FOR LINES 2•" TO 4" DIAMETER

8" X 8" BLOCKING FOR LINES 4•" TO 6" DIAMETER

4"-0" MIN.4"-0" MIN.

1"TO 3"

> TEMPORARY STEAM OR PUMP DISCHARGE

RAMPING

PAVEMENT

3 LAYER OF •" EXTERIOR

4" X 4" BLOCKING FOR LINES 2" AND SMALLER DIAMETER

10" x 10" BLOCKING FOR LINES 8" DIAMETER

BIT CONCRETE PAVEMENT BINDER COURSE

C-509

LINES ON ROADS & PAVED AREAS

PROTECTION OF TEMPORARY STEAM

NOT TO SCALE

2'-0" MIN. 2'-0" MIN.

SITE SHALL BE PREPARED

OF SAND OR LOAM.

RESEED AFTER REMOVAL

M I

N

AREA

TEMPORARY STEAM OR PUMP DISCHARGE>

AS SPECIFIED FOR TURF

PER SPECIFICATIONS

SEEDED

SAND BORROW

C-509

STEAM LINES IN SEEDED AREAS

PROTECTION OF TEMPORARY

NOT TO SCALE

EJECTOR/DRIP LEG CHAMBER

JUNCTION BOX AND STEAM

2" DISCHARGE LINE FROM

SURFACE

M A

X

300 PSI MORTAR.

PIPE AND FILL WITH

MH OR CB TO INSTALL

USE MIN. SLOPE OF 0.02

BREAK INTO EXISTING

BITUMASTIC TREATED

SLOPE

C-509

MANHOLE OR CATCH BASIN

DRAIN CONNECTION TO EXISTING

EJECTOR/DRIP LEG CHAMBER

TYPICAL JUNCTION BOX & STEAM

NOT TO SCALE

OR OTHER CONSTRUCTION

18"

MIN

M I

N

W/SOCKET CLAMPS & TIE RODS

NOTES:

SEE DETAIL ABOVE.

3. FOR UTILITIES UNDER PRESSURE & SMALL CONDUITS

TRENCH SEE DETAIL ABOVE.

2. FOR WATER MAIN OFFSET BENEATH NEW STEAM

TO GO UNDER OR OVER CONSTRUCTION.

OFFSETS TO BE USED ONLY WHERE IT IS NECESSARY

1. ELEVATIONS OF EXIST. WATER LINES UNKNOWN.

STEAM LINE, UTILITY, CONDUIT

REROUTE WATER MAIN

C-509

WATER MAIN OFFSET

NOT TO SCALE

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N /A

N /A

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S

C

ID

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C

O N

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A C

T C

O N

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A T

E L

IN

E S

R E

P A

IR

S

T E

A M A

N D

A

B G /C

E

R T

M

A

B G /C

E

A S N

O T

E D

A N

C H

O R B

L O

C K D

E T

A

IL

S

SEE

NOTE

S

T E

2'-6"

NOTE:

A*

B*

C*

MANUFACTURER'S RECOMMENDATIONS

WITH PREFABRICATED CONDUIT

(A,B & C) SHALL BE IN ACCORDANCE

* ANCHOR PLATE DIMENSIONS

ANCHOR PLATE ALL AROUND

9", BEYOND THE EDGE OF THE STEEL

CONC. BLOCK SHALL EXTEND A MINIMUM OF

CONDUIT

STEEL ANCHOR PLATE

CONDUIT

PIPE WITH INSULATION

PIPE WITH INSULATION

C-510

ANCHOR UNIT WITH CONCRETE BLOCK

NOT TO SCALE

TRENCH WIDTH VARIES TO ACCOMODATE

SIZE & ARRANGEMENT OF DIRECT BURIAL PIPING *

TRENCH WIDTH VARIES TO ACCOMODATE

SIZE & ARRANGEMENT OF DIRECT BURIAL PIPING *

VARIES

12"

4" MIN

12" MIN

BACKFILL W/ORDINARY

NOTES: 1. SEE PLANS & DETAILS AND THIS SHEET

FOR LOCATION, SIZE & ARRANGEMENT

OF DIRECT BURIAL PIPING

2. MIN. COVER SHALL BE IN ACCORDANCE

WITH PREFABRICATED CONDUIT

MANUFACTURER'S RECOMMENDATIONS

3. PREFABRICATED CONDUIT SHALL BE

CATHODICALLY PROTECTED IN ACCORDANCE

WITH MANUFACTURER'S RECOMMENDATIONS

SEE DETAIL THIS SHEET.

BORROW PER

DEPTH VARIES

PER SPECIFICATION

OR GRAVEL BORROW

BORROW PER

BACKFILL W/ORDINARY

DEPTH VARIES

PER SPECIFICATION

OR GRAVEL BORROW

6" MIN.

6" MIN.

(TYP)

(TYP)

SEE 11.1

SEE 11.1

AIR SPACE

CONDUIT

INSULATION

6" MIN

INSULATION

AIR SPACE

CONDUIT

STEAM PIPE

SPECIFICATIONS

SPECIFICATIONS

CR PIPE

(MAGNESIUM)

NOTES:

THE PREFABRICATED CONDUIT.

RECOMMENDED BY THE MANUFACTURER OF

PROTECTION SYSTEM SHOWN SHALL BE AS

2. ALL COMPONENTS OF THE CATHODIC

CONDUIT MANUFACTURERS RECOMMENDATIONS.

ACCORDANCE WITH THE PREFABRICATED

PROTECTION SYSTEM SHALL BE IN

UNDER THIS PROJECT. THE CATHODIC

ON ALL PREFABRICATED CONDUIT INSTALLED

1. CATHODIC PROTECTION SHALL BE PROVIDED

TEST BOXGROUND SURFACE

SACRIFICIAL ANODE

ANODE LEAD WIRE

C-510

CATHODIC PROTECTION

NOT TO SCALE

FLOOR

AND DRAIN DETAIL THIS SHEET

NOTES:

INSULATION

LEAK PLATE

TRENCH OR BUILDING WALL

PIPE

FOR CONTINUATION SEE VENT

VENT

END SEAL

DRAIN TO

2" MIN

CONDUIT

BY MANUFACTURERS RECOMMENDATIONS

2. PROVIDE GLAND SEAL WHERE REQUIRED

1. PROVIDE SLEEVE THROUGH

BUILDING WALL PENETRATION

SEAL ANNULAR SPACE WATERTIGHT.

C-510

CONDUIT ENTRY

NOT TO SCALE

1" VENT

WITH BRASS CAP

INSULATION

NOTE:

UNDERGROUND CONDUITS

ALL STEAM AND PUMP DISCHARGE

INSTALL VENTS AND DRAINS ON

FROM CONDUIT

NEW 1" X 2" NIPPLES

CONDUIT

PIPE WITH

TRENCH OR BUILDING WALL

C-510

VENT & DRAIN

UNDERGROUND CONDUIT

NOT TO SCALE

C-510

PREFABRICATED CONDUIT

NOT TO SCALE

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A M A

N D

A

B G /C

E

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M J L S

A

B G /C

E

A S N

O T

E D

ALUMINUM

JACKETING9"MIN.

N

9"MIN.

(NOMINAL PIPE SIZE)

(TYPICAL)

INSULATION

L4x4x1/2,TYP.

1'-8 " TYP. FOR 6" STEAM PIPE

1'-5 " TYP. FOR 3" STEAM PIPE

N

DETAIL

PIPE ROLL

INSULATION PROTECTION SADDLE

PIPE SUPPORT BEAM

SUSPENSION ROD

NOTE A (TYP)

P

IP

E H

A N

G E

R S /P

IP

E S

U P

P O

R T

C-509

IN CONCRETE TRENCH

TYPICAL PIPE SUPPORT

NOT TO SCALE

ALUMINUM

JACKETING

N

(TYP)

ANCHORS @ 12" C/C

ANGLE (L.L.V.) W/

6"x3•"x5/16" CONT, (TYP)

EACH FLANGE

6"x4"x3/8" ANGLE 9"MIN.

(TYP)

INSULATION

N

4 EA. FLANGE

ƒ" O-A325F BOLT

ANCHOR PLATE

ANCHOR BAND •" CLEAR TYP.

C L

9"MIN.

PIPE ANCHOR BEAM

C-509

IN CONCRETE TRENCH

TYPICAL ANCHOR

NOT TO SCALE

NOTE:

A.

SEE ANCHOR PLATE DETAIL THIS SHEET.

INCREASE THE STABILIZING PLATES AN INCH UNTIL THEY REACH 7" MAX.

‰" FILLET WELD. THEN WITH EACH INCH INCREASE IN LENGTH,

ARE TO BE WELDED TO THE ANCHOR PLATE AND BEAM WITH A CONTINUOUS

WHEN ANCHOR PLATE LENGTH REACHES 9" TWO 3" STABILIZING PLATES

NOMI

NAL

PI

PE

O

C+1/8" b a d

DRILL

c d/2

T Y

P d

3"

V A

R I

E S n+„"

(TYP)

1•"

T

Y P

"c

ANCHOR TABLES

ALL DIMENSIONS IN INCHES

(UNLESS OTHERWISE NOTED)

ANCHORS

ANCHOR

BEAM

a b c d n

W16x31 5• … • 15‡ ƒ

‡15‡•‹8•W16x316"

3"

SIZE

PIPE

MAX

n+1/8"

ANCHOR BEAM

CUT TO FIT

BEAM, TYP.

PIPE SUPPORT

2.

6"

R

ALUMINUM JJACKET

RADIUS TO MATCH CURVATURE OF

DETAIL OF PVC BUFFER

THE MAXIMUM SPACING INDICATED.

1. PIPE SUPPORTS SHALL BE PROVIDED IN ACCORDANCE WITH

NEW ST. AND C.R. PIPING

10'-0" (MAX)

THE TRENCH

NOT MORE THAN 3 FEET FROM THEIR POINTS OF ENTRY TO AND EXIT FROM

SUPPORT SCHEMATIC, ALL PIPES SHALL BE SUPPORTED WITHIN THE TRENCH

IN ADDITION TO THE SUPPORTS REQUIRED AS INDICATED IN THE PIPE

C-509

ANCHOR PLATE DETAIL

NOT TO SCALE

C-509

PIPE SCHEMATIC

NOT TO SCALE

LENGTH AS SPECIFIED

MATCH PIPE GUIDE AND ANCHOR PLATE

SAME AS ANCHOR PLATE

BEAM AND CONNECTIONS

SAME AS ANCHOR BEAM

PIPE ALIGNMENT GUIDE-

ANGLE PLATE SIZED AND DRILLED TO

PLATE AND CONNECTIONS

C-509

PIPE ALIGNMENT GUIDE

NOT TO SCALE

ANCHOR BAND TO PIPE

ANCHOR BEAM TO PLATE

5•"

4 EACH FLANGE

ƒ" O A325F BOLTS

SEE SECTION

6"x4", TYP.

6x3• (BEYOND) TYP, #5@12,TYP.AS SHOWN

#5 @12

#6@12 E.F.

1'-0" SLAB

H E I

G

U I

T

P I

P E

Y

P

6" TO SUIT PIPE LOCATION 6"

• PIPE O.D.

MIN. MIN.

PIPE SIZE VARIES

SEE MECH. DWGS

•" GALV PL.

NUTS

W/DOUBLE

A.B's, TYP.

OF PL.

EA. END

†"0 GALV.

C-509

CONCRETE ANCHOR BLOCK

NOT TO SCALE

C-509

PIPE ANCHOR

NOT TO SCALE

M-501

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THIS SHEET

SHT 5

TYPICAL STEAM TRAP ASSEMBLY DETAIL

STEAM TRAP AND RADIATOR, SEE

FOR HIGH PRESSURE DRIP (H.P.D.)

NOTE:

SIZE VARIES

w/ INSULATION

CONDENSATE RETURN

SIZE VARIES

w/ INSULATION

STEAM SUPPLY

FROM SUPPORT BEAM

COOLING CONTROL VALVE

STEAM TRAP

MANWAY RUNG @ 1'-0" O.C.

STEAM EJECTOR, SEE DETAIL

SUMP PIT

RADIATOR TO BE SUPPORTED

2" TRENCH DRAIN

MANWAY OPENING ABOVE

HIGH PRESSURE DRIP.

M-502

MECHANICAL PLAN

NOT TO SCALE

C-508 ƒ" ON CENTER

TRAP DISCHARGE

4 ROWS „" HOLES

BRANCH SERVICE OR

2'-0"

M-502

DISCHARGE DIFFUSER

NOT TO SCALE

SEE 2/C-503

VALVE VENT,

COOLING CONTROL

MAIN

RETURN

CONDENSATE

D

3" SLEEVE w/ SILICON

SUMP PIT

SNAP VALVE w/ BLEED OFF

WATERPROOF CAULKING

UNION, TYP.

1•" GATE VALVE

1•" CHECK VALVE

2" x 1•" REDUCER

1•" DRAIN

2'-0"x2'-0"x2'-0" DEEP

PIPE STRAINER

BALL FLOAT

SLOPE TO SUMP

MAIN STEAM LINE

1•" WELD-O-LET

1•" GATE VALVE

STRAINER

SYPHON

STEAM PILOT-OPERATED

2" DRAIN

WATERSTOP, (TYP).

1"x‚" GRATING

M-502

STEAM EJECTOR

NOT TO SCALE

S T

E A

M E

J E

C T

O R

STEAM MAIN

SIZE OF H.P.

H.P. DRIPLEG,

EXIST. H.P. STEAM

CONNECT NEW H.P. STEAM TO

1" BY PASS

1" GLOBE VALVE

UNION, TYP.

1"

GATE VALVE

TYP.

STRAINER

T

•" GATE VALVE

BLOW OFF

BUCKET TRAP700 LB/HR

CHECK VALVE

WELD NECK FLANGE

EXIST. TRAP DISCHARGE

REDUCER WHERE REQUIRED

ABOVE PIT FLOOR. INSTALL

TO EXIST. TRAP DISCHARGE 3'

CONNECT NEW 1" TRAP DISCHARGE

TO FLASH TANK, SIZE VARIES

ABOVE PIT FLOOR

EXIST. H.P. STEAM 3'

FROM CONC.TRENCH

WITH INSULATION

H.P. STEAM MAIN

M-502

TYPICAL STEAM TRAP DIAGRAM

N

UNION TYP

1" GLOBE VALVE

1" BY-PASS

FITTINGS TYP

F.S. SOCKET WELD

W/ INSULATION

H.P. STEAM MAIN

AT OUTLET

WELD-O-LET CUT

NEW FS SOCKET

DRIP LEG

FITTINGS TYP

F.S. SOCKET WELD

BOLTED ON

AND BLANK FLANGE

WELD FLANGE NECK

GATE VALVE

STRAINER BLOW OFF

ƒ" GATE VALVE

& INSUL. RUN TO SUMP PUMP

PIPE AWAY FROM EQUIP

CAPACITY

BUCKET TRAP 700 lb/hr

1" CHECK VALVE

1" GATE VALVE

1" HPD

2" X 1" REDUCER

4•" SQ FINS

4' LONG EA. 42 FINS/FT

2 FIN PIPE RADIATORS

W/ INSULATION

CR MAIN

W/ GOOSE NECK

2" VENT ABOVE GROUND

1" BY-PASS

VALVE

COOLING CONTROL

1. ALL PIPES TO BE INSULATED AS PER SPECIFICATIONS

DISCHARGE DIFFUSER

BOLTED ON

AND BLANK FLANGE

M-502

M-502

TYPICAL STEAM DRIP TRAP ASSEMBLY

NOT TO SCALE

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3/26/2015

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L:\Buildings\02BaseInfrastructures\IDIQs\2015\Steam\CAD\2015SC_IDIQE-501.dgn

Property of the United States Air Force - For Official Use Only

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DISCONNECT SWITCH.

NEMA 6 THERMAL

TIGHT CONDUIT.

" LIQUID 4

3PROVIDE 2#12, 1#12G IN

FOR CONNECTION TO SUMP PUMP

J J

NEW SUMP PUMP

WALL (TYP).

MOUNTED AT MANHOLE

NEMA 6 JUNCTION BOX

TRENCH.

TO STEAM/COND LINES IN

2"PVC CONDUIT ADJACENT

CONDUIT

2#8, 1#8 IN 2"PVC

CONDUIT.

" LIQUID TIGHT 4

3PROVIDE 6#14 IN

FOR CONNECTION TO SUMP PUMP

CONDUIT FOR CONTROL.

GALVANIZED RIGID STEEL

6#14 IN 2" GRS COATED

WP

GFI RECEPTACLE

WATER TIGHT

MANHOLE

TO ELECTRIC PANEL

TUNNEL . OTHERWISE ALL CONDUITS SHOULD BE PVC TYPE.

USE (2) 2" GRS CONDUIT WHEN INSTALLING CONDUIT IN EXISTING1.

NOTE:

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TYPICAL SUMP PUMP WIRING

NOT TO SCALE

(SEE DETAIL 5 THIS SHEET)

(3) 2"GRS CONDUITS.

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CONCRETE TRENCH

TYPICAL CONDUIT IN

NOT TO SCALE

CONDUIT CLAMP, SIZE

AS REQUIRED (TYP)

CHANNEL, UNISTRUT

ANCHOR BOLTS WITH

CONCRETE INSERTS

(TYP)

T

Y P

3" (TYP)

EXISTING CONCRETE TRENCH WALL

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WALL MOUNTED

CONDUIT TRACK-

NOT TO SCALE

NON-SHRINK

WATERPROOF GROUT

GRS CONDUIT

CONCRETE ENCASEMENT

PVC CONDUITS

1"

CONCRETE

END BELL OR INSULATED

BUSHING

CAULK WITH SYNTHETIC

RUBBER ALL AROUND

JOINT FILLER

TRANSITION

CONCRETE

REINFORCEMENT (TYP)

PREMOLDED

ENCASEMENT

PVC CONDUITS

STRUCTURE PENETRATION

GRS CONDUIT

CONDUIT PENETRATION IN EXISTING TRENCH

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PENETRATION @ MANHOLE OR STRUCTURE

CONCRETE ENCASED CONDUIT