PROJECT SITE:

EUGENE, OREGON 974012515 MLK JR. BLVD.

SPRINGFIELD

EUGENE

WIL

LAG

ILLE

SPIE

RD

ABBIE LN

MARTIN LUTHER

NORTH TOPORTLAND

I-5

CO

BUR

G R

OAD

ROSEBURGSOUTH TO

I-105

WILLAMETTE RIVER

SKINNERBUTTEPARK

WIL

LAM

ETTE

STR

EET

FRANKLIN BLVD

UNIVERSITY

OREGONOF

24TH AVENUE STR

EET

AGAT

E

CASCADESEAST TO THE

RIVE

RR

IVER

RO

AD

WIL

LAM

ETTE

HIGHWAY 99

BELT LINE ROAD

WEST 18TH

WEST 11TH (126)

STR

EET

CH

AMBE

RS

WEST TO THEOREGON COAST

GO

OD

PAS

TUR

E

ISLA

ND

RO

AD

6TH AVE

7TH AVE

SEN

ECA

RO

AD

ROOSEVELTBOULEVARD

KIN

CAI

D

13 TH

DELT

A HW

YD

ELTA

HW

Y

KING

JR

JEFF

ERSO

N S

T

BLVD

I-105

LANE COUNTY125 EAST 8TH AVEEUGENE, OREGON 97401PHONE: (541) 682-3699 CONTACT: MIKE PENWELL

OWNER

PIVOT ARCHITECTURE PC44 WEST BROADWAY, SUITE 300EUGENE, OR 97401CONTACT: TOBY BARWOODPHONE: (541) 762-1616CONTACT: JENNI ROGERSPHONE: (541) 762-1603

ARCHITECT

HOHBACH-LEWIN, INC296 EAST 5TH AVE, SUITE 302EUGENE, OR 97401PHONE: (650) 468-2061CONTACT: SAM SHIOTANI

STRUCTURAL ENGINEER

CAPITAL ENGINEERING & CONSULTING, LLC1430 WILLAMETTE STREET #325EUGENE, OR 97401PHONE: (541) 510-4225CONTACT: TINA GUARD

CIVIL ENGINEER

SYSTEMS WEST ENGINEERS725 A STREETSPRINGFIELD, OR 97477PHONE: (458) 210-2475CONTACT: PAUL FOOKS

MECHANICAL/PLUMBING ENGINEER

SYSTEMS WEST ENGINEERS725 A STREETSPRINGFIELD, OR 97477PHONE: (458) 210-2480CONTACT: JOSE GUERRERO

ELECTRICAL ENGINEER

THE SATRE GROUP375 WEST 4TH AVE SUITE 201EUGENE, OR 97401PHONE: (541) 686-4540 CONTACT: JOHN ANDERSON

LANDSCAPE ARCHITECT

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TITLE SHEET

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PROJECT TEAM

PIVOT PROJECT #

CONSTRUCTION DOCUMENTSLANE COUNTY

2513 MARTIN LUTHER KING JR BLVDEUGENE, OREGON 97401

ARMORY DEMOLITION

08.27.20202020.04

PACKAGE INFORMATION:

THE SCOPE OF WORK GENERALLY INCLUDES THE DEMOLITION OF THE EXISTING ARMORY BUILDING IN PREPARATION FOR A FUTURE CONSTRUCTION PROJECT, INCLUDING DECOMMISSIONING AND CAPPING OF EXISTING UTILITIES. PRIMARY BUILDING MATERIALS IN THE ARMORY INCLUDE, BUT ARE NOT LIMITED TO, CONCRETE WALLS, COLUMNS, AND SLABS. CONCRETE BLOCK WALLS, GLUE LAMINATED ROOF BEAMS, WOOD ROOF DECKING AND PLYWOOD ROOF SHEATHING.

THE SALVAGE, REUSE, AND RECYCLING OF DEMOLISHED BUILDING MATERIALS IS ENCOURAGED.

SCOPE OF WORK ALSO INCLUDES HAZARDOUS MATERIAL ABATEMENT AND CONSTRUCTION SITE MANAGEMENT PLAN IMPLEMENTATION DURING DEMOLITION WORK AND PHASE BETWEEN DEMOLITION AND NEW BUILDING CONSTRUCTION. SEE APPENDIX OF PROJECT MANUAL FOR THE HAZARDOUS MATERIAL ABATEMENT DOCUMENTS AND CONSTRUCTION SITE MANAGEMENT PLANS.

TITLE TITLE SHEET

G001 EXISTING CONDITIONS SURVEY

DL001 TREE PROTECTION PLAN

D001 DEMOLITION SITE PLAND101 DEMOLITION FLOOR PLAND102 DEMOLITION ROOF PLAND201 REFERENCE PHOTOS

S101 MURAL SUPPORT DETAILS

SHEET INDEXVICINITY MAP

EXISTING LANE COUNTY ARMORY BUILDING - LOOKING NORTHWEST

2513

• IMPERVIOUS AREA TO BE DEMOLISHED: 1. BUILDING: 24,500 SF2. SIDEWALK 1,300 SF

• PLUMBING FIXTURES TO BE DEMOLISHED:1. WATER CLOSETS: 82. URINALS: 73. FLOOR SINKS: 5 4. SERVICE SINK: 15. SINKS: 18

SYSTEM DEVELOPMENT CREDITS

# DESCRP. DATE

copyright © 2020 Branch Engineering, Inc.

sheet:

revisions:

designer:

drawn by:

project no:

project title:

date:

civil transportationstructural geotechnical

SURVEYING310 5th Street

Springfield, OR 97477p: 541.746.0637

www.BranchEngineering.comSpringfield OR | Albany OR

DEV

ELO

PMEN

T D

ISA

BIL

ITIE

S SE

RV

ICES

BU

ILD

ING

MA

RTIN

LU

TH

ER K

ING

JR. BLV

D.

EUG

ENE,

OREG

ON

JULY 20, 2020

20-212

JLB

DAN

EXISTINGCONDITIONS

SURVEY

1

EX

IST

ING

CO

ND

ITIO

NS S

UR

VEY

FO

RLA

NE C

OU

NT

Y

DIGITALLY SIGNED

ARMORY DEMOLITION

SEE ARCHITECTURAL PLANS

REMOVE TREE

(TYPICAL)

REMOVE TREE

#1 (TYPICAL)

TREE PROTECTION

FENCE

TREE PROTECTION FENCE

TREE PROTECTION FENCE

#2

#3

REMOVE EXISTING

LANDSCAPE - SMALL TREES,

SHRUBS, GROUNDCOVER,

GRASS. STOCKPILE TOP

SOIL AS AVAILABLE

28"

OAK

32"

OAK

LANE COUNTY ROAD "OPPORTUNITY WAY"

LOCATE TREE PROTECTION FENCE

AT EDGE OF EXISTING PAVEMENT

EXISTING PAVEMENT - NO IMPACT

EXISTING PAVEMENT

AND CURB - NO IMPACT

28"

OAK

21"

OAK

23"

OAK

23"

OAK

25"

OAK

27"

OAK

27"

OAK

25"

OAK

(2) 10"

CEDAR

27"

OAK

26"

OAK

26"

OAK

33"

OAK

13"

OAK

EXISTING TREES

NOT ON SURVEY

48' CRZ

42' CRZ

42' CRZ34.5' CRZ

31.5' CRZ

15' CRZ

34.5' CRZ

37.5' CRZ

40.5' CRZ

40.5' CRZ

37.5' CRZ

40.5' CRZ

39' CRZ

39' CRZ

49.5' CRZ

19.5' CRZ

EXISTING PAVEMENT

AND CURB - NO IMPACT

EXISTING

PAVEMENT -

NO IMPACT

EXISTING PAVEMENT - NO IMPACT

CONTRACTOR CONSTRUCTION FENCING

APPROXIMATE LIMIT OF DEMOLITION- SEE ARCHITECTRAL

DL001

2020.08.27

TREE REMOVAL/

PROTECTION

PLAN

LA

NE

C

OU

NT

Y

AR

MO

RY

DE

MO

LIT

IO

N

CO

NST

RU

CTI

ON

DO

CU

MEN

TS

2655 M

AR

TIN

LU

TH

ER

K

IN

G JR

B

LV

D

EU

GE

NE

, O

RE

GO

N 97401

# DESCRP. DATE

0'

SCALE 1" = 30' - 0"

15' 30' 60'

N

LEGENDPROPERTY LINE

EXISTING CONTOUR

LIMIT OF DISTURBANCE

EXISTING STORM WATER

EXISTING WASTE WATER

EXISTING FIRE HYDRANT

EXISTING WATER LINE

SD

SS

W

EXISTING OVERHEAD POWER

EXISTING OVERHEAD PHONES

V

T

WEXISTING WATER METER

TREE PROTECTION FENCE

EXISTING TREES TO BE

REMOVED AT TIME OF

DEMO PERMIT

EXISTING TREE TO REMAIN

TREE #

1

2

3

SPECIES

OAK

OAK

OAK

CALIPER

25"

26"

28"

ASSESSMENT

FAIR CONDITION

FAIR CONDITION

FAIR CONDITION

TREE ASSESSMENT

NOTE: TREES TO BE REMOVED INCLUDES STUMPS AND ROOTS TO

12" BELOW GRADE. TREES 2 AND 3 ARE IN PROXIMITY TO NEW

BUILDING CONSTRUCTION - REMOVE ROOTS ENTIRELY.

CRITICAL ROOT ZONE

CRITICAL ROOT ZONE DISTURBANCE IMPACT

1023

OREGONJOHN C. ANDERSONA

C

CPAC

NDS

AE R

EIH

T

R

L

G

R

EESTI

T

DE

8-13-19

PRO

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T #:

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11

22

4

5

18

5

5

66

77

9

13 14

17

1919

12

24

24 41

2121

22

23

2626

17

273131

NORTH DRIVEWAY3232

3333

SOUTH DRIVEWAY3232

WES

T D

RIV

EWAY

3232

SCO

UT

ACC

ESS

RO

AD

LANE COUNTY ROAD "OPPORTUNITY WAY"

X

X

X

27'-0

" +/-

24'-0

"18

'-0"

34

19

37

38

39

3

36

41

XXX

42

X

X

X

X

1D102

______

TYP POST

TO M

LK B

LVD

Q STREET CANAL

1044

11

12

4545 4545

45

17

46

EXISTING ARMORY BUILDINGAPPROXIMATELY 25,500 SF

34

34

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DEMOLITIONSITE PLAN

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1/32" = 1'-0"1 DEMOLITION SITE PLAN

1 DEMOLISH BUILDING IN ITS ENTIRETY, EXCEPT MURAL WALL ANDFLANKING COLUMNS AT SOUTH WEST CORNER. SEE ITEM 3 BELOW.

2 EXISTING MLK EDUCATION CENTER TO REMAIN. PROTECT FROMDAMAGE BY WORK OF THIS PROJECT. MAINTAIN SAFE BUILDINGACCESS.

3 CONCRETE MURAL WALL AND FLANKING COLUMNS TO REMAIN. SAWCUT AND RESUPPORT PORTION OF EXTERIOR WALL. SEE SHEET S101.

4 ELECTRICAL TRANSFORMER TO REMAIN. TRANSFORMER FEEDSARMORY AND MLK EDUCATION CENTER. REMOVE SERVICE LATERALSTO ARMORY BUILDING. COORDINATE POWER DISCONNECTS WITHEWEB. PROTECT TRANSFORMER AND FEEDERS TO MLK EDUCATIONCENTER FROM DAMAGE BY WORK OF THIS PROJECT. COORDINATE ANYREQUIRED SERVICE DISRUPTIONS TO MLK EDUCATION CENTER WITHOWNER IN ADVANCE.

5 PARKING LOT/DRIVE TO REMAIN. MAINTAIN PUBLIC ACCESS.6 UTILITY POLES AND OVERHEAD POWER TRANSMISSION LINES TO

REMAIN, TYPICAL.7 TREES TO REMAIN UNO9 PROPERTY LINE, TYPICAL12 STORM WATER LINE UNDERGROUND, TO REMAIN17 REMOVE CHAIN LINK FENCE, FENCE POSTS, AND GATE. CUT POSTS OFF

LEVEL WITH PAVING AND FILL19 REMOVE TREE(S) AND STUMP(S) FROM WITHIN LIMITS OF DEMOLITION,

TYPICAL. SEE TREE PROTECTION PLAN.21 PROTECT MLK SCHOOL ENTRY. MAINTAIN SAFE ACCESS TO BUILDING.22 TEMPORARILY REMOVE AND REINSTALL BIKE RACKS23 PROTECT BIKE LOCKERS; TO REMAIN26 DECOMMISSION ABANDONED SEPTIC SYSTEM27 DISCONNECT AND REMOVE UNDERGROUND ELECTRICAL SERVICE

FEEDER TO ARMORY BUILDING. COORDINATE WORK WITH EWEB.31 USE CAUTION WHEN WORKING BELOW OR AROUND EXISTING

OVERHEAD POWER LINES THAT CROSS THROUGH THE SITE IN A UTILITYEASEMENT. COORDINATE WORK IN THIS AREA WITH THE SERVINGUTILITIES.

32 CONTRACTOR TO MAINTAIN CLEAR DRIVE ACCESS FOR LANE COUNTYTO MAINTAIN CONTINUOUS ACCESS TO THE NORTH AND SOUTH SIDE OFTHE MLK EDUCATION CENTER, THE NORTH SIDE OF THE TWORESIDENTIAL SHELTER BUILDINGS, AND TO MCKAY LODGE STEPPINGSTONE PROGRAM - 7 DAYS A WEEK, 24 HOURS A DAY. ANY REQUIREDTEMPORARY INTERRUPTIONS OF ACCESS SHALL BE COORDINATEDWITH OWNER.

34 INSTALL NEW FENCE AND GATES39 SECURE CONSTRUCTION FENCE TO FOLLOW DEMOLITION LIMIT LINE ON

ON EAST SIDE41 REMOVE FLAG POLE AND FOUNDATION42 3'-0" WIDE PERSON GATE IN CHAIN LINK FENCE45 SITE UTILITIES UNDERGROUND, SEE SURVEY46 EXISTING FENCE TO REMAIN

KEYNOTE

NO

RTH

#

1 CONTRACTOR SHALL DECOMMISSION PREVIOUSLYABANDONDED EXISTING SEPTIC SYSTEM AND/ORDRAIN FIELD IN ACCORDANCE WITH OREGONADMINISTRATIVE RULES 340-71-185,DECOMMISSIONING OF SYSTEMS: THE CONTAINER(S),CESSPOOL OR SEEPAGE PIT SHALL BE PUMPED BY ALICENSED SEWAGE DISPOSAL SERVICE TO REMOVEALL SEPTAGE. THEN, THE CONTAINER(S), CESSPOOLOR SEEPAGE PIT SHALL BE FILLED WITH REJECT SAND,STRUCTURAL FILL OR OTHER MATERIAL APPROVED BYTHE COUNTY, OR THE CONTAINER SHALL BEREMOVED, PROPERLY DISPOSED, AND THE RESULTINGEXCAVATION BACKFILLED AS NOTED ABOVE.CONTRACTOR SHALL COMPLETE THE LANE COUNTYFORM "DECOMMISSIONED SEPTIC CONTAINERCERTIFICATION" AND SUBMIT TO LANE COUNTYON-SITE WASTEWATER PROGRAM.

2 SITE UTILITIES: CUT AND REMOVE BACK TO THE LIMITOF DEMOLITION AREA INDICATED ON THE SITE PLAN.SEAL WATER TIGHT, AND CAP EXISTING UTILITIES,INCLUDING STORM, SEWER, DOMESTIC & FIREPROTECTION WATER AND NATURAL GAS. VERIFYWATER AND NATURAL GAS SERVICES ARE INACTIVE.VERIFY STORM AND SEWER DO NOT HAVE ACTIVEFLOWS. MARK NEW PIPE ENDS

3 FOLLOWING DEMOLITION, BACKFILLING PREVIOUSBUILDING SITE NOT REQUIRED, UNLESS NOTEDOTHERWISE

4 CONSTRUCT TEMPORARY MEASURES REQUIRED FORCONSTRUCTION SITE MANAGEMENT PLANIMPLEMENTATION. SEE APPENDIX OF PROJECTMANUAL.

GENERAL NOTES

# DESCRP. DATE

1 2 3 4 5 6 7 8 9 10 11

A

B

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F

G

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JANITOR

11

3

43

43

LOCKER ROOM

BIN SUPPLY

UNIT STORAGE

VAULT

CLASSROOM(S)

OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE

STAFF

TRAININGAID/STORAGE

DRILL HALL

RIFLE RANGE

OFFICER'STOILETS

WOMENSTOILETS

MENS TOILETS

BOILER

MAINTENANCE &CUSTODIAL

KITCHEN

UNIT STORAGE

VAULT

OFFICE

OFFICE

OFFICE

OFFICE

MEETING ROOM

CLASSROOMS

LIBRARY ADVISORS OFFICE OFFICE OFFICE

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3/32" = 1'-0"1 DEMOLITION FIRST FLOOR PLAN NO

RTH

1 DEMOLISH BUILDING IN ITS ENTIRETY, EXCEPT MURAL WALL AND FLANKING COLUMNSAT SOUTH WEST CORNER. SEE ITEM 3 BELOW.

3 CONCRETE MURAL WALL AND FLANKING COLUMNS TO REMAIN. SAW CUT ANDRESUPPORT PORTION OF EXTERIOR WALL. SEE SHEET S101.

43 REMOVE ALL PIER FOUNDATIONS DOWN TO 415' ELEVATION, IN HATCHED AREAS.

KEYNOTE

1 COMPLETELY DEMOLISH EXISTING BUILDING, DEMOLITIONINCLUDES, BUT IS NOT LIMITED TO 1) BUILDING SLAB,CONTINOUS SPREAD FOOTINGS, AND PIER FOOTINGS WHERENOTED ON PLAN. 2) GUTTERS, DOWNSPOUTS, ANDFOUNDATION DRAIN PIPING. 3) WINDOWS AND DOORS(INCLUDING VAULT DOORS). 4) STEEL WIRE STORAGE UNITS.

2 MECHANICAL & PLUMBING DEMOLITION NOTES: 1) REMOVE ALLMECHANICAL & PLUMBING PIPING, DUCTWORK, EQUIPMENT,AND FIXTURES FROM BUILDING. REMOVAL INCLUDES HANGERS,CONNECTORS, AND APPURTENANCES. 2) REMOVE ALLEQUIPMENT CONTROLS, INCLUDING WIRING, TUBING, ANDDEVICES. 3) REMOVE ALL ROOFTOP EQUIPMENT AND AIRHANDLERS.

3 ELECTRICAL DEMOLITION NOTES: REMOVE ALL ELECTRICALSYSTEMS INCLUDING FIRE ALARM, TELECOM, SECURITY,LIGHTING AND LIGHTING CONTROLS. SYSTEMS SHALL INCLUDEALL RACEWAYS, BOXES, AND CABLES ASSOCIATED WITHSYSTEM'S DEVICES.COORDINATE POWER DI

4 COORDINATE WITH NW NATURAL FOR GAS METER REMOVALAND CAPPING OF SERVICE LINE.

5 SAW CUT AND RESUPPORT PORTION OF EXTERIOR WALL WITHMURAL AS INDICATED ON DRAWINGS.

GENERAL NOTES

#

# DESCRP. DATE

1 2 3 4 5 6 7 8 9 10 11

A

B

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D

E

F

G

H

I

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE SLOPE

SLOPE

SLOPE

RID

GE

8

88

8

8

4'-0

" AT

GAT

E PO

STS

3' -

0" A

T LI

NE

AND

EN

D P

OST

S

ROUND1' - 0"

(6) #3 REBAR VERTICAL, EQUALLY SPACED

#3 SPIRALS WITH 6" PITCH

ADJACENT ASPHALT, PATCH BACK

FENCE POST, EMBEDDED IN

CONCRETE FOOTING

6" 4"

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DEMOLITIONROOF PLAN

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3/32" = 1'-0"2 DEMOLITION ROOF PLAN

1 COMPLETELY DEMOLISH EXISTING BUILDING, DEMOLITIONINCLUDES, BUT IS NOT LIMITED TO 1) BUILDING SLAB,CONTINOUS SPREAD FOOTINGS, AND PIER FOOTINGS WHERENOTED ON PLAN. 2) GUTTERS, DOWNSPOUTS, ANDFOUNDATION DRAIN PIPING. 3) WINDOWS AND DOORS(INCLUDING VAULT DOORS). 4) STEEL WIRE STORAGE UNITS.

2 MECHANICAL & PLUMBING DEMOLITION NOTES: 1) REMOVE ALLMECHANICAL & PLUMBING PIPING, DUCTWORK, EQUIPMENT,AND FIXTURES FROM BUILDING. REMOVAL INCLUDES HANGERS,CONNECTORS, AND APPURTENANCES. 2) REMOVE ALLEQUIPMENT CONTROLS, INCLUDING WIRING, TUBING, ANDDEVICES. 3) REMOVE ALL ROOFTOP EQUIPMENT AND AIRHANDLERS.

3 ELECTRICAL DEMOLITION NOTES: REMOVE ALL ELECTRICALSYSTEMS INCLUDING FIRE ALARM, TELECOM, SECURITY,LIGHTING AND LIGHTING CONTROLS. SYSTEMS SHALL INCLUDEALL RACEWAYS, BOXES, AND CABLES ASSOCIATED WITHSYSTEM'S DEVICES.COORDINATE POWER DI

4 COORDINATE WITH NW NATURAL FOR GAS METER REMOVALAND CAPPING OF SERVICE LINE.

5 SAW CUT AND RESUPPORT PORTION OF EXTERIOR WALL WITHMURAL AS INDICATED ON DRAWINGS.

8 EXISTING ROOFTOP MECHANICAL UNITS (NEVER USED OR CONNECTED TOUTILITIES), TO BE REMOVED BY CONTRACTOR, SEE MECHANICAL SPEC SHEETS INTHE APPENDIX.

NO

RTH

KEYNOTE

GENERAL NOTES

#

3/4" = 1'-0"1 FENCE POST FOOTING

# DESCRP. DATE

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REFERENCEPHOTOS

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2020

.04

EXISTING ARMORY SOUTH ELEVATION

EXISTING ARMORY VIEWED FROM SOUTH WEST

EXISTING ARMORY DRILL HALL

EXISTING ARMORY EAST SIDE BETWEEN MLK EDUCATION CENTER LOOKING SOUTH

EXISTING ARMORY VIEWED FROM NORTH EASTEXISTING ARMORY VIEWED FROM NORTH WEST

EXISTING MLK EDUCATION CENTER TO REMAIN OPENMURAL WALL ON ARMORY BUILDING TO REMAIN

# DESCRP. DATE

0 w

0 z

w _J

CJ)

LL 0LL _J

<( I

CJ)

CJ)

w I CJ)

t--� ><

LL 0 w

CJ)

6" CONG. i"IALL l"IITH #4 BARS AT 12" O.C.. EAGH l"IAY

4

DEMO (E) CONC.. i"IALL JIILIO DAMAGING (E) REINF.

' I

I

I

I

I

I

•

L ___ _

• ••

CORNER SAR. #4 AT 12"

----7

___ _J

(E) C,ONC.. i"IALL,MURAL i"IALL

,-------_J

• •

DEMO EXISTING i"IALL JIILIO

DAMGAING THE EXISTING REINF.

EXISTING WALL DETAILS FOR REFERENCE ONLY 1

11 = 1'-0"

•

•

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MURAL BUTTRESS FOOTING 1" = 1'-0"

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(E) #4 SAR., C.UT ANDSENT IN FIELD l"IITHSTD. HOOK

STD. HOOK, TYP. -- -- -- --

GENERAL NOTES

A. NOT U5ED

A. CONTR.AGTOR. RESPONSIBILITY - CON5TR.UC.TION DOC.UMENTS REPRESENT THEFINISHED STR.UC,TURE. THE CONTR.AGTOR. 15 SOLELY RESPONSIBLE FOR.CONSTR.UC.TION MEANS, METHODS, SEQUENC.ES AND SAFETY PR.EC,AUTIONS,INC.LUDING BUT NOT LIMITED TO SHOR.ING AND TEMPORARY SR.AGING.

B. DIMENSIONS - USE l"IR.ITTEN DIMENSIONS ONLY. VERIFY ALL DIMENSIONS AT JOBSITE BEFORE C,OMMENC.ING l'IIOR.K AND REPORT ANY DISC.REPANC.IE5. V'IHERE NO DIMENSIONS AR.E PROVIDED, OBTAIN C.LAR.IFIC.ATION PRIOR. TO

PROCEEDING V'IITH V'IOR.K. DO NOT SC.ALE DR.Al"IINGS.

D. ALL CONGR.ETE SHALL HAYE A 2B DAY COMPRESSIVE STRENGTH OF 9000 psiAND A MAXIMUM l"IATER. TO C.EMENT RATIO OF 0.45.

E. REINFOR.C.ING STEEL SHALL SE ASTM A615, GR.ADE 60.

F. LOCATED EXISTING REINF. VIA RADIOGRAPHIC, METHODS PRIOR. TO DRILLINGEXISTING CONC.RETE. DO NOT NIGK, DAMAGE OR. MAR. EXISTING R.EINF.

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--+--- DR.ILL AND EMBED LONGITUDINAL R.EINFOR.C.ING INTO (E) FOOTING V'IITH SIMPSON AT-XP OR. SET 9G EPOXY

B'-0"

1MURAL SUPPORT STRUCTURE 1/2" = 1 '-0"

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SHEET TITLE:

MURAL

SUPPORT

DETAILS

REVISIONS:

# DESCRP. DATE

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ISSUE DATE: 07.16.2020

S101