36C25218B0106-00005004.pdf

TRANSFORMERS

CONC WALL

TRANSFORMER

SPRINKLER

CONTROL

BOX

FAN

STEPS

RIM 638.86'

8" PVC E 634.86'

RIM 634.53'

12" E 629.37' 12" W 629.37'

12" RCP N 629.47'

RIM 634.65'

12" E 631.15'

RIM 628.69'

6" NW 625.66'

8" E 625.66'

(TO BOTTOM OF BELL)

RIM 628.29'

8" W 625.44'

8" SW 625.38'

6" E 625.64'

RIM 628.48'

6" W 624.58' +/-

(FILLED WITH DEBRIS)

RIM 629.49'

8" N 624.79' +/- 6" W 624.89' +/- 8" S 624.79'+/-

(FULL OF DEBRIS,

UNKNOWN CONNECTIONS)

RIM 637.20'

8" PVC W 632.94'

12" RCP S 631.99'

RIM 640.17'

12" RCP S 634.16'

12" RCP W 635.09'

RIM 642.82'

6" E 637.66' 6" N 637.74' 6" W 637.82'

N 642.79' +/-

METAL FENCE

C H A

IN

LI

N K

F E N C E

S

IG

N

LANDSCAPING

S

IG

N

LANDSCAPING

BR

IC

K

WA

LL

S

IG

N

TUNNEL

ACCESS

HATCH

METAL CAP

S

IG

N

GAS PUMPS

AND VENT

ON CONC

PAD

SIGN

LA

ND

SC

AP

IN

G

SET BENCHMARK, CHISELED " "

ON WEST SIDE, TOP OF

CONCRETE LIGHT POLE BASE

ELEV = 640.24'

ABANDONED TUNNEL ACCESS

F L O W E R

D R

POWER PLANT DR.

B R

IC

K

ASPHAL

T

ASPHALT

GRAVEL

ASPHALT

ASPH

C O N C R E T E

ASPHALT

ASPHALT

A S P H A L T

C O N C R E T E

CONC

C O N C

CONC

C O N C

CONC

C O N C

C O N C

CONC

C O N C

FOUND

IRON ROD

1 STORY

METAL

BUILDING

BLDG 112

SB101

SB101

TYP

TYP

ABANDONED STEAM PIPE (TO

BE REMOVED) (~01+10)

STEP DOWN (~01+31)

APPROX. LOCATION

FRAME 20 ANCHOR

(~01+40)

ABANDONED WATER LINE

(TO BE REMOVED) (~1+90)

MID-HEIGHT PIPE CROSSING (~ 02+08)

START (~00+00)

BAD SPALL AREA

(APPROX 02+50 -02+60)

APPROX. LOCATION FRAME 43

ANCHOR (~03+20)

APPROX LOCATION OF

JOINT LEAK (~04+35)

APPROX. LOCATION FRAME

70 ANCHOR (~05+30)

APPROX. LOCATION FRAME

81 ANCHOR (~ 06+15)

APPROX. LOCATION FRAME

88 ANCHOR (~ 06+80)

PIPE CROSSING MID-

HEIGHT (~ 07+50)

END OF SCOPE OF

PROJECT ( ~ 07+79 )

TOP SLAB NEEDS

REPLACEMENT IN THIS AREA.

OVERHEAD LIGHT FIXTURES

TO BE REMOVED AND

REPLACED

SB101

SB101

NOTES:

1. PROVIDE TEMPORARY FALL PROTECTION COVER OVER OPENING DURING CONSTRUCTION

2. PROVIDE TEMPORARY HORIZONTAL BRACING ACROSS TUNNEL WHILE TOP SLAB IS REMOVED CAPABLE

OF WITHSTANDING 5K TENSION OR COMPRESSION FORCE.

3. PROVIDE TEMPORARY WEATHER PROTECTION OVER TUNNEL OPENING DURING CONSTRUCTION AND

REPAIR WORK.

4. STEAM PIPES TO REMAIN OPERATIONAL DURING DURATION OF CONSTRUCTION. CONTRACTOR TO PLACE PROPER SAFEGUARDS IN PLACE TO PROTECT PIPES DURING CONSTRUCTION AND TO PROMOTE SAFETY

OF WORKERS.

BOILER PLANT

MAUSOLEUM

OVERHEAD LIGHT

FIXTURE, TYP.

REMOVE EXISTING

TOP PLATE

REMOVE EXISTING

BASE PLATE

EXISTING

CONCRETE

TUNNEL

REMOVE EXISTING

PIPE SUPPORT FRAME

REMOVE EXISTING PIPE

SUPPORT FRAME

REMOVE UPPER GUIDE STEEL

PLATE SUPPORT (SEE REPAIR

TABLE FOR LOCATIONS)

REMOVE LOWER GUIDE STEEL

PLATE SUPPORT (SEE REPAIR

TABLE FOR LOCATIONS)

NOTES:

1. CONTRACTOR TO PROVIDE TEMPORARY PIPE SUPPORT UPON DEMOLITION

2. REPLACE ALL FRAMES LABELED 1-101 (SEE REPAIR TABLE) BETWEEN BOILER

PLANT AND ABOVE-GROUND STEAM VAULT "MAUSOLEUM"

3. DO NOT REMOVE FRAMES BEFORE INSTALLING REPLACEMENT.

CUT BOTTOM STEEL TUBE ANCHOR TO

MOST VIABLE STEEL. REMOVE WALL

PLATE ASSEMBLIES. LOCATIONS

INDICATED IN REPAIR TABLE

PROTECT EXISTING LIGHT

FIXTURE AND CONDUIT

L3x3x1/4 GALVANIZED ANGLE

CONNECTION W/ 3/8" DIA. S.S.

EXPANSION ANCHORS

NEW HSS 3x3x1/4

GALVANIZED STEEL TUBE

COLUMN

NEW HDPE

BEARING PAD

NEW HSS 3x3x1/4 GALVANIZED

STEEL TUBE SUPPORT

NEW LOW FRICTION PIPE

SUPPORT ASSEMBLY TO

REPLACE GUIDE STEEL PLATES

L3x3x1/4 GALVANIZED ANGLE

CONNECTION W/ 3/8" DIA. S.S. EXPANSION

ANCHORS

NEW HSS 3x3x1/4

GALVANIZED STEEL

TUBE SUPPORT

EXISTING

CONCRETE

TUNNEL

PROVIDE 1/2" GAP BENEATH TUBE

COLUMN FOR POTENTIAL DRAINAGE

1/4" 2" MIN

1/4"

NEW 3/8" x 9" x 9" GALV. STEEL

PLATE W/ (4) 1/2" DIA. S.S.

EXPANSION ANCHORS

1/4

SB101

NOTE:

1. REPLACE FRAMES 1-101 (SEE REPAIR TABLE) BETWEEN BOILER PLANT AND ABOVE-

GROUND STEAM VAULT "MAUSOLEUM"

2. INSTALL FRAMES 6"-12" HORIZONTALLY FROM ORIGINAL FRAMES. DO NOT REMOVE

ORIGINAL FRAMES UNTIL NEW ASSEMBLIES ARE COMPLETELY INSTALLED.

1/4 3"

PROTECT EXISTING LIGHT

FIXTURE AND CONDUIT

CUT, REMOVE, AND REPLACE TOP SLAB

1'

DRILL AND EPOXY #5 "L" BARS @ 12"

O.C. W/ 12" EMBEDMENT

12"

24"

CONT. #5 BARS @ 12" O.C. TOP & BOTT.

6' - 7 1/2"

#5 BARS @ 12" OC

TOP & BOTT

NOTE:

1. CONTRACTOR TO FIELD-VERIFY ALL DIMENSIONS

2. PIPES AND SUPPORTS NOT SHOWN FOR CLARITY

ROUGHEN SURFACE TO 1/4"

AMPLITUDE AND APPLY

BONDING AGENT, TYP

2" PROTECTION BOARD

WATERPROOFING

EXISTING CONCRETE

TUNNEL

CONTINUOUS HYDROPHILIC

WATER STOP

SLOPE PROTECTION BOARD FOR DRAINAGE

REMOVE EXISTING LIGHT FIXTURE AND CONDUIT

IN AREA OF TUNNEL WITH ROOF REMOVAL.

REINSTALL LIGHT FIXTURE AFTER

CONSTRUCTION OF NEW CONCRETE ROOF

INSTALL TEMPORARY JUNCTION BOX ON WALL

OF TUNNEL TO MAINTAIN LIGHT SYSTEM

OUTSIDE AREA OF TUNNEL ROOF REWORK

PROVIDE PVC COATED RIGID METAL CONDUIT

AND REPLACE CONDUCTORS WITH SAME WIRE

GAUGE AND XHHW 2-WIRE INSULATION. FIELD

VERIFY CONDUIT AND CONDUCTOR SIZE.

BOXES SHALL BE CAST ALUMINUM FS TYPE

BOXES.

ETCH FRAME NUMBER INTO FACE

OF STEEL COLUMN AT 2 SIDES. (SEE

REPAIR TABLE FOR DESIGNATED

FRAME NUMBERS)

EXISTING TUNNEL TOP SLAB

NEW TUNNEL TOP SLAB

CONTINUOUS HYDROPHILIC

WATERSTOP

ROUGHEN EXISTING SURFACE TO 1/4"

AMPLITUDE AND APPLY BONDING AGENT

#5 BARS @ 12"

EPOXY-DOWEL REBAR INTO EXISTING

W/ 6" MIN EMBEDMENT.

1/2" x 9" x 10" GALV. PLATE W/ (4) 3/8"

DIA. EXPANSION ANCHORS, GALV.

COAT ASSEMBLY W/ MIN. 1/8" LAYER

OF EPOXY AFTER INSTALLATION.

NOTES:

1. SEE REPAIR TABLE FOR ANCHOR LOCATIONS.

2. ADDITIONAL STEEL AND SUPPORTS NOT SHOWN FOR CLARITY

1/4 3@121/2" x 1'-0" x 1'-5" GALV. STEEL PLATE

WELDED TO ANCHOR TUBES.

GALV. SHIM PLATES AS REQUIRED

1/2" x 4" x 8" GALV. PLATE 1/4 3"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

NON-SPRINKLERED

C U s e rs

\b th o m a s \D o c u m e n ts

\1 .1

.0

T u n n e l M o d e l_ b ill th o m s .r v t

/2

/2

:2

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A

M

SB101

STEAM TUNNEL PLANS AND

SECTIONSRING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

REPAIR CAMPUS STEAM TUNNEL

AND STRUCTURAL SUPPORTS

MILWAUKEE VAMC

695-17-119

1 SEPTEMBER 2017 MV LL

100% BID SET

MILWAUKEE VAMC

BLDG 112

SCALE: 1" = 20'-0"SB101

1 TUNNEL PLAN

N

SCALE: 3/4" = 1'-0"SB101

2 TYPICAL EXIST TUNNEL SECTION

SCALE: 3/4" = 1'-0"SB101

3 TYPICAL REPAIR SECTION

SCALE: 3/4" = 1'-0"SB101

6 TOP SLAB REPLACEMENT/WATERPROOFING DETAIL

SCALE: 3" = 1'-0"SB101

4 FRAME LABEL DETAIL

SCALE: 3/4" = 1'-0"SB101

5 CONNECTION TO EXISTING TOP SLAB

SCALE: 3/4" = 1'-0"SB101

7 ANCHOR

Revisions: Date:

29 JAN 2018

ACCOMPANYING AMENDMENT 36C25218B0106 00005

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