Event_4290_-_Drawings.pdf

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT PERMISSION FROM WALKER CONSULTANTS.

OWNER

ENGINEER

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

MINNEAPOLIS, MN

AUGUST 7, 2026

CONSTRUCTION DOCUMENTS

PROJECT NO: 21-005600.06

RESTORATION DRAWINGS

NO: SHEET NAME

R-000 COVER SHEET

R-001 GENERAL NOTES, LEGENDS, & WORK ITEM SCHEDULE

R-100 11TH & MARQUETTE - LEVEL 1 FLOOR PLAN

R-101 11TH & MARQUETTE - PARTIAL HELIX FLOOR PLAN

R-102 11TH & MARQUETTE - LEVEL 2 FLOOR PLAN

R-103 11TH & MARQUETTE - LEVEL 3 FLOOR PLAN

R-104 11TH & MARQUETTE - LEVEL 4 FLOOR PLAN

R-105 11TH & MARQUETTE - LEVEL 5 FLOOR PLAN

R-106 11TH & MARQUETTE - LEVEL 6 FLOOR PLAN

R-200 LEAMINGTON - BUS TIER PLAN

R-201 LEAMINGTON - GRADE TIER PLAN

R-202 LEAMINGTON - SECOND TIER PLAN

R-203 LEAMINGTON - THIRD TIER PLAN

R-204 LEAMINGTON - FOURTH TIER PLAN

R-205 LEAMINGTON - FIFTH TIER PLAN

R-206 LEAMINGTON - SIXTH TIER PLAN

R-207 LEAMINGTON - SEVENTH TIER PLAN

R-208 LEAMINGTON - EIGHTH TIER PLAN

R-209 LEAMINGTON - NINETH TIER PLAN

R-300 CONVENTION CENTER PLAZA - TIER D FLOOR PLAN

R-301 CONVENTION CENTER PLAZA - TIER C FLOOR PLAN

R-302 CONVENTION CENTER PLAZA - TIER B FLOOR PLAN

R-303 CONVENTION CENTER PLAZA - TIER A FLOOR PLAN

R-501 REPAIR DETAILS

R-502 REPAIR DETAILS

SITE LOCATION, 11TH & MARQUETTE PARKING FACILITY:

1111 S MARQUETTE AVE.

MINNEAPOLIS MN, 55403

IMAGE: GOOGLE MAPS

LEAMINGTON PARKING FACILITY:

1001 2ND AVE. SOUTH

MINNEAPOLIS MN, 55403

IMAGE: GOOGLE MAPS

CONVENTION CENTER PLAZA PARKING FACILITY:

117 SOUTH 12TH ST

MINNEAPOLIS, MN 55403

IMAGE: GOOGLE MAPS

CITY OF MINNEAPOLIS

POST-TENSION REPAIRS

GENERAL RESTORATION NOTES

A. CONSTRUCTION

1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, OF

MINNESOTA AND CITY OF MINNEAPOLIS CODES AND ORDINANCES, INCLUDING FIRE

CODES.

2. ALL MATERIAL PROPERTIES SHALL BE AS NOTED IN SPECIFICATIONS.

3. PRIOR TO FABIRCATION OF ANY MATERIAL OR PLACEMENT OF CONCRETE, FIELD

VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AS SHOWN ON DRAWINGS.

REPORT ALL DISCREPANCIES IN THE FIELD TO ENGINEER IMMEDIATELY.

4. DO NOT SCALE DRAWINGS

B. CONSTRUCTION DOCUMENTS

1. CONSTRUCTION DOCUMENTS ENTITLED "CITY OF MINNEAPOLIS POST-TENSION

REPAIRS" INCLUDES THESE DRAWINGS AND SEPARATELY BOUND SPECIFICATIONS. FOR

PURPOSE OF PERFORMING THE WORK, DRAWINGS AND SPECIFICATIONS SHALL BE A

SINGLE UNIT.

2. DIMENSIONS SHOWN ON PLANS ARE BASED ON ORIGINAL CONSTRUCTION

DOCUMENTS. THE CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL CONDITIONS FOR

THE PURPOSES OF PREPARING THE BID IN PERFORMING THE WORK.

3. REFER TO SPECIFICATION SECTION 020010 FOR SCOPE, DESCRIPTION, AND

REQUIREMENTS OF THE WORK.

C. DETAILS AND SYMBOLS

1. ALL CONCRETE REPAIR DETAILS ARE SHOWN ON DRAWING SERIES R-500.

2. DETAILS LABELED "FOR ALL CLARIFICATION ONLY" DO NOT REPRESENT A SEPERATE

PRICE ITEM. THESE DETAILS SUPPLEMENT THE BASIC DETAIL TO PROVIDE ADDITIONAL

INFORMATION IN SOME CASES THESE DETAILS SHOW VARIATIONS OF THE TYPICAL

CONDITION.

3. WHEN THE WORK ITEM BUBBLE IS NOTED (TYP), IT MEANS THE WORK ITEM OCCURS AT

ALL LOCATIONS WITH THE APPLICABLE DETERIORATION OR DESIGNATION SYMBOL

OCCURS ON A PLAN.

4. WHERE (TAR) IS NOTED, IT MEANS THERE MAY BE AREAS OF THIS WORK IN ADDITION

TO THE PARTICULAR DESIGNATED AREAS

5. WHERE TWO OR MORE WORK ITEM BUBBLES ARE SHOWN GROUPED TOGETHER, IT

MEANS ANY OR ALL OF THE DESIGNATED WORK SHOWN MAY APPLICABLE.

COORDINATION OF WORK ITEMS IS THE CONTRACTOR'S RESPONSIBILITY.

6. WHEN WORK ITEM DETAILS ARE LISTED AS INCIDENTAL, THIS WORK IS INCLUDED IN THE

PAYMENT OF THE OTHER WORK ITEM AND DOES NOT HAVE A SEPERATE PRICE.

7. WHEN THE DETAIL IS LABELED FOR REFERENCE ONLY IT PROVIDES INFORMATION

ABOUT INCIDENTAL WORK AND DOES NOT HAVE A PAY UNIT.

8. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL EXTENT AND LOCATIONS OF

REPAIR AREAS IN ACCORDANCE WITH THE SPECIFICATIONS: WORK ITEMS ARE SHOWN

ONLY TO REPRESENT THE TYPES OF DETERIORATION.

9. SEE WORK ITEM SPECIFICATION FOR INFORMATION REGARDING DETAILS.

D. CONCRETE PROTECTION FOR REINFORCEMENT

1. THE FOLLOWING APPLIES FOR FULL SECTION CONCRETE REPLACEMENT OR PARTIAL

DEPTH REPAIRS AS SHOWN ON THE DRAWINGS.

2. THE MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PER

ACI 318-14, SECTION 20.6.1.3

3. MINIMUM COVER FOR REINFORCING IN NON-PRESTRESSED CONCRETE AND NON-POST

TENSION MEMBERS.

CONCRETE COVER

(INCHES)

a. SLAB TOP REINFORCEMENT 1 1/2

b. SLAB BOTTOM REINFORCEMENT 3/4

c. BEAM TOP REINFORCEMENT, U.N. 3

d. BEAM SIDE AND BOTTOM (#5 OR SMALLER) 1 1/2

e. BEAM SIDE AND BOTTOM (#6 OR GREATER) 2 1/2

f. COLUMN TIES 1 1/2

*OR 3X BAR DIAMETER, WHICHEVER IS GREATER.

E. EPOXY COATING FOR REINFORCEMENT AND ANCHORS.

1. EPOXY COAT ALL REINFORCEMENT, EXCEPT WELDED WIRE REINFORCEMENT, AND

CAST IN PLACE CONCRETE

F. SHORING AND BRACING

1. THE SCOPE OF THIS PROJECT INVOLVES SELECTIVE DEMOLITION AND REPAIR OF

STRUCTURAL BUILDING ELEMENTS THAT WILL REQUIRE TEMPORARY SHORING OF

EXISTING AND NEW CONSTRUCTION TO REMAIN. CONTRACTOR SHALL GENERATE A

CONSTRUCTION/SHORING PROGRAM AND SUBMIT TO ENGINEER FOR RECORD TWO (2)

WEEKS PRIOR TO THE COMMENCEMENT OF WORK.

2. CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SHEETING, ETC. REQUIRED FOR

SAFETY AND PROPER EXECUTION OF THE WORK.

3. CONTRACTOR IS SOLEY RESPONSIBLE TO PREPARE SHOP DRAWINGS FOR BRACING

ENSURING MEMBERS DESIGNED AND STAMPED/SEALED BY A REGISTERED

PROFESSIONAL ENGINEER (REGISTERED IN THE STATE OF MINNESOTA) AND SUBMIT

THEM TO THE ENGINEER FOR RECORD.

4. THE CONTRACTOR SHALL PROVIDE STAMPED/SIGNED CALCULATIONS, PLANS AND

DETAILS FOR THE TEMPORARY SUPPORT OF NEW AND EXISTING CONSTRUCTION TO

REMAIN PREPARED BY AN ENGINEER LICENSED TO PRACTICE IN THE STATE OF

MINNESOTA.

G. EXISTING SERVICES AND UTILITIES

1. CONTRACTOR SHALL REVIEW ALL EXISTING CONDITIONS TO DETERMINE ALL

ELECTRICAL AND MECHANICAL SERVICES AND UTILITIES AFFECTED BY THE REPAIR

WORK. MAKE ALL NECESSARY TEMPORARY CONNECTIONS TO MAINTAIN EXISTING

SERVICES TO ALL AREAS OF THE BUILDING OR OTHER AREAS (NOT IN CONTRACT)

AFFECTED BY WORK. THE CONTRACTOR SHALL SUBMIT THE METHODS AND SCHEDULE

TEMPORARY CONNECTIONS FOR THE OWNER'S APPROVAL PRIOR TO COMMENCEMENT.

2. UNKNOWN IF SLAB CONTAINS EMBEDDED ELECTRICAL CONDUIT. CONTRACTOR SHALL

TAKE ALL PRECAUTIONS NECESSARY TO AVOID CUTTING/DAMAGING CONDUIT. IF

CONDUIT IS DAMAGE AS RESULT OF CONSTRUCTION OPERATIONS NOTIFY OWNER AND

ENGINEER IMMEDIATELY. CONDUIT DAMAGE BY CONSTRUCTION OPERATION SHALL BE

REPAIRED BY CONTRACTOR AT NO COST TO OWNER. DAMAGED CONDUIT THAT IS NOT

A RESULT OF CONSTRUCTION OPERATIONS SHALL BE REPAIRED/REPLACED PER

ELECTRICAL ALLOWANCE.

H. CONSTRUCTION PHASING, SEQUENCING AND TRAFFIC MAINTENANCE

1. WORK SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE OR ALL

IDENTIFIED PROJECT REPRESENTATIVES.

2. OWNER WILL CONTINUE TO USE STRUCTURE DURING RESTORATION. CONTRACTOR

MUST PHASE AND ARRANGE WORK SO AS TO MAINTAIN ACCESS AT ALL TIMES TO ALL

AREAS THAT ARE NOT UNDER CONSTRUCTION FOR BOTH VEHICLES AND PEDESTRIANS.

I. CONCRETE REINFORCEMENT REQUIREMENTS SEE SECTION 020010 FOR SPECIFIC USES

1. CAST IN PLACE CONVENTIONAL CONCRETE

a. COMPRESSIVE STRENGTH 5000 PSI AT 28 DAYS (2500 @ 3 DAYS)

b. WATER-CEMENT RATIO 0.40 MAX

c. MAX SIZE AGGREGATE 1/2 INCH (SELECT LARGER AGG FOR

SECTION GREATER THAN 1/2 IN).

d. SLUMP (MAXIMUM) 6" WITH SUPER PLASTICIZER

(AFTER WATER REDUCER ADDITION)

e. AIR CONTENT 7% ± 1 1/2%

f. CEMETITIOUS

MATERIAL CONTENT 658 LB/C.Y. MIN.*

MAXIMUM PERMISSIBLE CEMENTITIOUS CONTENT

a. FLY ASH: 25%

b. SLAG: 50%

c. FLY ASH & SLAG: 50%

J. GENERAL P-T TENDON REPAIR NOTES:

1. TENDONS ARE NEAR THE FLOOR SURFACE AT SPALLS AND DELAMINATIONS. THE

CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING SAWCUTTING AND

REMOVALS SO AS NOT TO DAMAGE EXISTING TENDONS OR TENDON SHEATHS.

TENDONS MAY BREAK WITH EXPLOSIVE FORCE DURING REMOVALS OR WHEN CUT.

CHIPPING WITH 15LB. HAMMERS SHALL BE USED IN LIEU OF SAWCUTTING NEAR

SHALLOW TENDONS.

2. CAUTION IS REQUIRED WHEN PERFORMING CONCRETE REMOVALS OVER BEAMS.

ELEVATIONS OF P-T TENDONS IN BEAMS VARY. COORDINATE INSPECTION OF EXPOSED

BEAM TENDONS FOLLOWING CONCRETE REMOVALS.

3. CONTRACTOR IS SOLEY RESPONSIBLE FOR THE FOLLOWING:

a. TRAINING AND MONITORING HIS WORK FORCE CONCERNING THE SAFETY

PROCEDURES THAT SHOULD BE EMPLOYED IN THE EXECUTION OF HIS WORK.

b. MAINTAINING STABILITY OF THE STRUCTURE AND ELEMENTS WITHIN THE

STRUCTURE, DURING REPAIR WORK, INCLUDING BUT NOT LIMITED TO THE

INSTALLATION OF SHORING AND BRACING.

c. WHERE REQUIRED, CONTRACTOR SHALL SUBMIT SEALED DRAWINGS AND

CALCULATIONS FROM QUALIFIED PROFESSIONAL ENGINEER, LEGALLY REGISTERED

IN STATE OF MINNESOTA TO PERFORM SUCH CALCULATIONS AND DRAWINGS.

4. DURING THE REPAIR SEQUENCE, SHORING OF THE FLOOR SLAB MAY BE REQUIRED

ALONG THE TENDON RUN. AS A MINIMUM, SHORES SHALL BE INSTALLED AT ALL SITES

ALONG THE TENDON RUN PER WHEN THREE OR MORE ADJACENT TENDON FAILURES

OCCUR.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING AVAILABLE ORIGINAL

DRAWINGS. REVIEW ORIGINAL DRAWINGS AND COORDINATE REPAIR PROCEDURES

PRIOR TO PROCEEDING WITH THE WORK. REPRESENTATIVE LOCATIONS OF EXISTING P-

T TENDONS AND ANCHORS IN THE FLOOR SLAB ARE SHOWN. EXACT LOCATIONS SHALL

BE VERIFIED IN FIELD BY CONTRACTOR PRIOR TO CONCRETE REMOVALS. EXISTING

REINFORCING STEEL NOT SHOWN ON REPAIR DETAILS(UNO). DO NOT CUT ANY

REINFORCING, UNLESS DIRECTED BY ENGINEER IN WRITING.

6. P-T REPAIRS AND DE-TENSIONING PROCEDURES SHALL BE REVIEWED AT

PRECONSTRUCTION OR PREINSTALLATION MEETING. NO DEVIATION FROM AGREED

UPON PROCEDURES WILL BE ALLOWED UNLESS DIRECTED IN WRITING BY THE

ENGINEER. AS A MINIMUM, DURING DETENSIONING OPERATIONS, CLOSE ALL FLOOR

SPANS INCLUDING LEVEL BELOW, BEING DETENSIONED, TO PREVENT INJURY IN THE

EVENT OF A TENDON POPPING OUT OF THE SLAB.

7. NOT ALL TENDON FAILURES ARE IN AREAS OF FLOOR DELAMINATION. PERFORM

REMOVAL OF ALL SOUND CONCRETE AS REQUIRED TO EXPOSE TENDONS AND

ANCHORS.

8. MAINTAIN ORIGINAL TENDON PROFILES WITHIN CONCRETE REMOVAL AREAS. SEE

DETAIL 21.0.1 FOR SPECIFIC REQUIREMENTS. DO NOT REMOVE CONCRETE BELOW

TENDONS UNLESS REQUIRED BY SPLICING REPAIRS OR TO REPLACE DAMAGED

SHEATHING.

9. TENDONS MAY OCCUR INDIVIDUALLY OR BUNDLED. USE CAUTION TO AVOID DAMAGE TO

TENDONS IN REPAIR AREA. CONTRACTOR CAUSED DAMAGE TO TENDONS SHALL BE

REPAIRED AS DIRECTED BY ENGINEER AT NO COST TO OWNER.

10. ALL P-T REPAIRS SHALL BE REVIEWED BY ENGINEER PRIOR TO COMMENCING WORK

RELATED TO THE P-T REPAIR.

K. ABBREVIATIONS

1. APPROX = APPROXIMATELY

2. AGG = AGGREGATE

3. BM = BEAM

4. BOT = BOTTOM

5. CIP = CAST IN PLACE

6. CJ = CONSTRUCTION JOINT/CONTROL JOINT

7. CLR = CLEARNACE

8. COL = COLUMN

9. CONC = CONCRETE

10. DET = DETAIL

11. EA = EACH

12. E.E. = EACH END

13. E.S. = EACH SIDE

14. EMBED = EMBEDMENT LENGTH

15. EJ = EXPANSION JOINT

16. EXIST = EXISTING

17. FIN = FINISHED

18. FL = FLOOR

19. IN = INCHES

20. INC = INCIDENTAL

21. LF = LINEAR FOOT

22. LS = LUMP SUM

23. MAX = MAXIMUM

24. MIN = MINIMUM

25. N/A = NOT APPLICABLE

26. NIC = NOT IN CONTRACT

27. OC = ON CENTER

28. OH = OPPOSITE HAND

29. P/C = PRECAST

30. P-T = POST-TENSIONING

31. REINF = REINFORCEMENT

32. REQ'D = REQUIRED

33. SF = SQUARE FOOT

34. SIM = SIMILAR

35. SOG = SLAB ON GROUND

36. SPEC = SPECIFICATION

37. SUPT = SUPPORTED

38. T = TOP

39. TAR = TYPICAL AS REQUIRED

40. TYP = TYPICAL

41. UN OR UNO = UNLESS NOTED OTHERWISE

42. WI = WORK ITEM

43. WWR = WELDED WIRE REINFORCEMENT

1. SEE SHEET NOTES ON DRAWING R-002 FOR SPECIFIC INFORMATION.

GENERAL LEGEND

Floor

Overhead

Phase I

Phase II

Phase III

Concrete Demo and Replace

New CMU

Steel

New CIP Concrete

Grout

Sealant

TEMPORARY CONSTRUCTION SIGN SCHEDULE

SIZE

W L

TEXT/MESSAGE

2'-0" 3'-0"

2'-0" 3'-0"

2'-0" 3'-0"

2'-0" 3'-0"

2'-0" 3'-0"

CAUTION

UNDER CONSTRUCTION

WATCH FOR SIGNS

BACKGROUND

COLOR

ORANGE

LETTERS/SYMBOLS

H COLOR

4" BLACK

3'-0" 3'-0"

NO PARKING

THIS AREA

ORANGE 4" BLACK

PARKING ORANGE 6" BLACK

REMARKS

MANUFACTURE SIGN WITH A ROTATABLE ARROW

THAT CAN BE LOCKED INTO POSITION.

EXIT ORANGE 6" BLACK

MANUFACTURE SIGN WITH A ROTATABLE ARROW

THAT CAN BE LOCKED INTO POSITION.

STAIR CLOSED

USE OTHER STAIR

WHITE 4" BLACK

DO NOT

ENTER

RED 4" WHITE

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

License No 50914 Date: 08/07/2026

Patrick J. Lewis, PE

C

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P

T R jk n o llN

W E

.r v t

MINNEAPOLIS, MN

11TH & MARQUETTE

PARKING FACILITY

PJL

JMK

21-005600.06

GENERAL NOTES,

LEGENDS, & WORK ITEM

SCHEDULE

R-001

08/07/2026

CONSTRUCTION DOCUMENTS

CAUTION:

THE FLOR SLABS HAVE EMBEDDED CONDUITS WITH POTENTIALLY LIVE ELECTRICAL CIRCUITS

THAT ARE LOCATED IN AND AROUND FLOOR REPAIR SITES. CONTRACTOR SHALL EXERCISE

EXTREME CAUTION WHEN CHIPPING AND SAW-CUTTING SO AS TO NOT TO DAMAGE THE

EXISTING CONDUITS. CHIPPING WITH 15 LB HAMMERS MAY BE REQUIRED BY ENGINEER

CAUTION:

THE JOISTS HAVE POST-TENSIONING TENDONS. THESE TENDONS ARE NEAR JOIST SPALLS

AND DELAMINATIONS. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN

CHIPPING AND SAW CUTTING SO AS NOT TO DAMAGE EXISTING TENDONS OR TENDON

SHEATHS. TENDONS MAY BREAK WITH EXPLOSIVE FORCE WHEN CUT.

CHIPPING WITH 15 LB HAMMERS SHALL BE USED IN LIEU OF SAW-CUTTING NEAR SHALLOW

TENDONS.

REVISIONS

MARK DATE DESCRIPTION

987654

11th St S

M A R Q U E T T E

A V

S

Y

M

P

H

O

N

Y

P

L

A

C

E

ENTER

MECH.

ELEC.

ENTER

STAIR A

STAIR B

SKYWAY STAIR/ELEVATOR TOWER

E.

J.

G

CEILING INSULATED

CEILING INSULATED

CEILING INSULATED

A

D

A

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

LEVEL 6

A A

B B

C C

D D

324'-0"

18'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 18'-0"

E E

NIC

NIC

EXPANSION JOINT

TENDON TESTED GOOD

TENDON TESTED BAD (REPAIRS COMPLETED)

2019 TESTING LOCATIONS

2020 TESTING LOCATIONS

2021 TESTING LOCATIONS

2022 TESTING LOCATIONS

2026 TESTING LOCATIONS

ISOMETRIC

N

SHEET NOTES

LEGEND

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

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MINNEAPOLIS, MN

11TH & MARQUETTE

PARKING FACILITY

PJL

JMK

21-005600.06

11TH & MARQUETTE -

LEVEL 1 FLOOR PLAN

R-100

08/07/2026

CONSTRUCTION DOCUMENTS

11th & MARQUETTE - LEVEL 1 FLOOR PLAN

REFERENCES:

1. GENERAL NOTES, LEGEND, AND R-100

WI SCHEDULE

2. FLOOR PLANS:

11TH & MARQUETTE R-100 SERIES

LEAMINGTON R-200 SERIES

CONVENTION CENTER PLAZA R-300 SERIES

3. REPAIR DETAILS R-500 SERIES

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS

IN ACCORDANCE WITH THE SPECIFICATIONS. WORK

ITEM IS SHOWN ONLY TO REPRESENT THE TYPES OF

DETERIORATION.

2. SEE SHEET R-001 FOR GENERAL RESTORATION

NOTES.

3. SEE SHEET R-501 - R-502 FOR REPAIR DETAILS.

WORK ITEM LEGEND:

NOTES:

1. NOT ALL WORK ITEMS HAVE DETAILS.

2. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

X.X.X

WORK ITEM NO

XXX

WORK ITEM NOTE

(SEE ABBREVIATIONS)

CLARIFICATION

DETAIL NO

OFFICE

EXIT EXIT

D

A

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

LEVEL 6

9 10 11 12 13 14

B B

C C

D D

24'-0" 24'-0" 24'-0" 24'-0" 24'-0"

E E

NIC

9 10 11 12 13 14 15

B B

C C

D D

E E

24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 18'-0"

NIC

ISOMETRIC

EXPANSION JOINT

TENDON TESTED GOOD

TENDON TESTED BAD (REPAIRS COMPLETED)

2019 TESTING LOCATIONS

2020 TESTING LOCATIONS

2021 TESTING LOCATIONS

2022 TESTING LOCATIONS

2026 TESTING LOCATIONS

N

SHEET NOTES

LEGEND

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

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P

T R jk n o llN

W E

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MINNEAPOLIS, MN

11TH & MARQUETTE

PARKING FACILITY

PJL

JMK

21-005600.06

11TH & MARQUETTE -

PARTIAL HELIX FLOOR

PLAN

R-101

08/07/2026

CONSTRUCTION DOCUMENTS

11TH & MARQUETTE -PARTIAL HELIX EXIT PLAN

11TH & MARQUETTE -PARTIAL HELIX EXIT PLAN

REFERENCES:

1. GENERAL NOTES, LEGEND, AND R-100

WI SCHEDULE

2. FLOOR PLANS:

11TH & MARQUETTE R-100 SERIES

LEAMINGTON R-200 SERIES

CONVENTION CENTER PLAZA R-300 SERIES

3. REPAIR DETAILS R-500 SERIES

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS

IN ACCORDANCE WITH THE SPECIFICATIONS. WORK

ITEM IS SHOWN ONLY TO REPRESENT THE TYPES OF

DETERIORATION.

2. SEE SHEET R-001 FOR GENERAL RESTORATION

NOTES.

3. SEE SHEET R-501 - R-502 FOR REPAIR DETAILS.

WORK ITEM LEGEND:

NOTES:

1. NOT ALL WORK ITEMS HAVE DETAILS.

2. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

X.X.X

WORK ITEM NO

XXX

WORK ITEM NOTE

(SEE ABBREVIATIONS)

CLARIFICATION

DETAIL NO

343332313029282726 35

121314151617 11

1819202122

F.D.

F.D.F.D. 2

S

Y

M

P

H

O

A

C

E

STAIR A

4th Level

SKYWAY

STAIR B

E.

J.

E.

J.

E.J.

E.J.

EXIT BRIDGE

N.I.C.

SKYWAY TO SYMPHONY

PLACE

SKYWAY TO

ORCHESTRA HALL

SKYWAY

E.

J.

E.

J.

E.J.

D

A

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

LEVEL 6

A A

B B

C C

D D

J73

J107

J39

J72

J108

J140

J45

J49

J52

J80

J92

J94

J104

/2

J111

J116

J117

J123

/2

J126

J134

J135

J138

J137

/2

J31 - 2019

/2

E E

/4

2019 2019

R-502

ISOMETRIC

EXPANSION JOINT

TENDON TESTED GOOD

TENDON TESTED BAD (REPAIRS COMPLETED)

2019 TESTING LOCATIONS

2020 TESTING LOCATIONS

2021 TESTING LOCATIONS

2022 TESTING LOCATIONS

2026 TESTING LOCATIONS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 324'-0"

EXIST TENDON AND

ANCHOR TO REMAIN

21.6 21.7 21.1

EXIST TENDON AND

ANCHOR TO REMAIN

EXIST TENDON AND

ANCHOR TO REMAIN

21.621.7

EXIST TENDON AND

ANCHOR TO REMAIN

EXIST TENDON AND

ANCHOR TO REMAIN

21.621.721.621.721.6 21.7 21.6 21.721.121.1

N

SHEET NOTES

LEGEND

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

IT

Y O

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P A

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:2

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C U s e rs

\J K n o ll\ O n e

D ri v e

W a lk e r

C o n s u lt a n ts

\D o c u m e n ts \2

-0

.0 th

-M a rq u e tt e

P

T R jk n o llN

W E

.r v t

MINNEAPOLIS, MN

11TH & MARQUETTE

PARKING FACILITY

PJL

JMK

21-005600.06

11TH & MARQUETTE -

LEVEL 2 FLOOR PLAN

R-102

08/07/2026

CONSTRUCTION DOCUMENTS

11TH & MARQUETTE - LEVEL 2 FLOOR PLAN

REFERENCES:

1. GENERAL NOTES, LEGEND, AND R-100

WI SCHEDULE

2. FLOOR PLANS:

11TH & MARQUETTE R-100 SERIES

LEAMINGTON R-200 SERIES

CONVENTION CENTER PLAZA R-300 SERIES

3. REPAIR DETAILS R-500 SERIES

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS

IN ACCORDANCE WITH THE SPECIFICATIONS. WORK

ITEM IS SHOWN ONLY TO REPRESENT THE TYPES OF

DETERIORATION.

2. SEE SHEET R-001 FOR GENERAL RESTORATION

NOTES.

3. SEE SHEET R-501 - R-502 FOR REPAIR DETAILS.

WORK ITEM LEGEND:

NOTES:

1. NOT ALL WORK ITEMS HAVE DETAILS.

2. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

X.X.X

WORK ITEM NO

XXX

WORK ITEM NOTE

(SEE ABBREVIATIONS)

CLARIFICATION

DETAIL NO

POST-TENSION SLAB TENDON REPAIR DIAGRAM

6261595857565554 63

404142434445 39

4647484950

51 64

F.D.

F.D.

F.D.F.D. 3

S

Y

M

P

H

O

A

C

E

STAIR A

5TH LEVEL

SKYWAY

STAIR B

E.

J.

E.

J.

E.

J.

E.

J.

E.J.

E.J.

EXIT BRIDGE

N.I.C.

SKYWAY

E.J.

D

A

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

LEVEL 6

A A

B B

C C

D D

324'-0"

18'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 18'-0"

J141

J155

J168

J169

J182

J213

J147

/2

J160

J162

J164 J165

J167

/2

/2

J181

R1-3

J194

/2

J197

J198

/2

J211

J24

/2

J5

J16

J19 - 2019

J27

J20

J21 - 2019

J153

J27

E E

20192

/4

/4 " 2019

/4

/4

R-502

ISOMETRIC

EXPANSION JOINT

TENDON TESTED GOOD

TENDON TESTED BAD (REPAIRS COMPLETED)

2019 TESTING LOCATIONS

2020 TESTING LOCATIONS

2021 TESTING LOCATIONS

2022 TESTING LOCATIONS

2026 TESTING LOCATIONS

N

SHEET NOTES

LEGEND

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

IT

Y O

F M

IN

N

E A

P O

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IS

P O

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-T E

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P A

IR

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/7

/2

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:2

P M

C U s e rs

\J K n o ll\ O n e

D ri v e

W a lk e r

C o n s u lt a n ts

\D o c u m e n ts \2

-0

.0 th

-M a rq u e tt e

P

T R jk n o llN

W E

.r v t

MINNEAPOLIS, MN

11TH & MARQUETTE

PARKING FACILITY

PJL

JMK

21-005600.06

11TH & MARQUETTE -

LEVEL 3 FLOOR PLAN

R-103

08/07/2026

CONSTRUCTION DOCUMENTS

11TH & MARQUETTE - LEVEL 3 FLOOR PLAN

REFERENCES:

1. GENERAL NOTES, LEGEND, AND R-100

WI SCHEDULE

2. FLOOR PLANS:

11TH & MARQUETTE R-100 SERIES

LEAMINGTON R-200 SERIES

CONVENTION CENTER PLAZA R-300 SERIES

3. REPAIR DETAILS R-500 SERIES

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS

IN ACCORDANCE WITH THE SPECIFICATIONS. WORK

ITEM IS SHOWN ONLY TO REPRESENT THE TYPES OF

DETERIORATION.

2. SEE SHEET R-001 FOR GENERAL RESTORATION

NOTES.

3. SEE SHEET R-501 - R-502 FOR REPAIR DETAILS.

WORK ITEM LEGEND:

NOTES:

1. NOT ALL WORK ITEMS HAVE DETAILS.

2. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

X.X.X

WORK ITEM NO

XXX

WORK ITEM NOTE

(SEE ABBREVIATIONS)

CLARIFICATION

DETAIL NO

888786858483828180 89

666768697071 65

7273747576

F.D. F.D. 4

S

Y

M

P

H

O

A

C

E

STAIR A STAIR B

E.

J.

E.

J.

E.

J.

E.

J.

E.J.

E.J.

6TH LEVEL

EXIT BRIDGE

N.I.C.

D

A

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

LEVEL 6

A A

B B

C C

D D

324'-0"

18'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 18'-0"

/2

"4

" 3

" 1

J15

J04

J02

J03

" J13

J14

E E

/4

ISOMETRIC

EXPANSION JOINT

TENDON TESTED GOOD

TENDON TESTED BAD (REPAIRS COMPLETED)

2019 TESTING LOCATIONS

2020 TESTING LOCATIONS

2021 TESTING LOCATIONS

2022 TESTING LOCATIONS

2026 TESTING LOCATIONS

N

SHEET NOTES

LEGEND

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

IT

Y O

F M

IN

N

E A

P O

L

IS

P O

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-T E

N S

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P A

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:2

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C U s e rs

\J K n o ll\ O n e

D ri v e

W a lk e r

C o n s u lt a n ts

\D o c u m e n ts \2

-0

.0 th

-M a rq u e tt e

P

T R jk n o llN

W E

.r v t

MINNEAPOLIS, MN

11TH & MARQUETTE

PARKING FACILITY

PJL

JMK

21-005600.06

11TH & MARQUETTE -

LEVEL 4 FLOOR PLAN

R-104

08/07/2026

CONSTRUCTION DOCUMENTS

11TH & MARQUETTE - LEVEL 4 FLOOR PLAN

REFERENCES:

1. GENERAL NOTES, LEGEND, AND R-100

WI SCHEDULE

2. FLOOR PLANS:

11TH & MARQUETTE R-100 SERIES

LEAMINGTON R-200 SERIES

CONVENTION CENTER PLAZA R-300 SERIES

3. REPAIR DETAILS R-500 SERIES

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS

IN ACCORDANCE WITH THE SPECIFICATIONS. WORK

ITEM IS SHOWN ONLY TO REPRESENT THE TYPES OF

DETERIORATION.

2. SEE SHEET R-001 FOR GENERAL RESTORATION

NOTES.

3. SEE SHEET R-501 - R-502 FOR REPAIR DETAILS.

WORK ITEM LEGEND:

NOTES:

1. NOT ALL WORK ITEMS HAVE DETAILS.

2. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

X.X.X

WORK ITEM NO

XXX

WORK ITEM NOTE

(SEE ABBREVIATIONS)

CLARIFICATION

DETAIL NO

111110109108107106105

919293949596 90

104103

979899100101

F.D.

F.D.

S

Y

M

P

H

O

A

C

E

STAIR A STAIR B

E.

J.

E.

J.

E.

J.

E.

J.

E.J.

E.J.

EXIT BRIDGE

N.I.C.

7TH LEVEL

E.J.

D

A

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

LEVEL 6

A A

B B

C C

D D

324'-0"

18'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 18'-0"

J430

J429

2019 - J09

J17

J18

J01

20212021

E E

R1-5

/2

" 2019

ISOMETRIC

EXPANSION JOINT

TENDON TESTED GOOD

TENDON TESTED BAD (REPAIRS COMPLETED)

2019 TESTING LOCATIONS

2020 TESTING LOCATIONS

2021 TESTING LOCATIONS

2022 TESTING LOCATIONS

2026 TESTING LOCATIONS

N

SHEET NOTES

LEGEND

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

IT

Y O

F M

IN

N

E A

P O

L

IS

P O

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-T E

N S

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N

R E

P A

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P M

C U s e rs

\J K n o ll\ O n e

D ri v e

W a lk e r

C o n s u lt a n ts

\D o c u m e n ts \2

-0

.0 th

-M a rq u e tt e

P

T R jk n o llN

W E

.r v t

MINNEAPOLIS, MN

11TH & MARQUETTE

PARKING FACILITY

PJL

JMK

21-005600.06

11TH & MARQUETTE -

LEVEL 5 FLOOR PLAN

R-105

08/07/2026

CONSTRUCTION DOCUMENTS

11TH & MARQUETTE - LEVEL 5 FLOOR PLAN

REFERENCES:

1. GENERAL NOTES, LEGEND, AND R-100

WI SCHEDULE

2. FLOOR PLANS:

11TH & MARQUETTE R-100 SERIES

LEAMINGTON R-200 SERIES

CONVENTION CENTER PLAZA R-300 SERIES

3. REPAIR DETAILS R-500 SERIES

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS

IN ACCORDANCE WITH THE SPECIFICATIONS. WORK

ITEM IS SHOWN ONLY TO REPRESENT THE TYPES OF

DETERIORATION.

2. SEE SHEET R-001 FOR GENERAL RESTORATION

NOTES.

3. SEE SHEET R-501 - R-502 FOR REPAIR DETAILS.

WORK ITEM LEGEND:

NOTES:

1. NOT ALL WORK ITEMS HAVE DETAILS.

2. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

X.X.X

WORK ITEM NO

XXX

WORK ITEM NOTE

(SEE ABBREVIATIONS)

CLARIFICATION

DETAIL NO

F.D. F.D. 6

S

Y

M

P

H

O

A

C

E

STAIR A STAIR B

E .J

E .J

E .J

E.J.

E.J.

EXIT BRIDGE

N.I.C.

8TH LEVEL

E.J.

D

A

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

LEVEL 6

A A

B B

C C

D D

324'-0"

18'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 18'-0"

E E

/2

2019 / 2022

2019 / 2022

/4

R1-6

/2

/8

/2

/2

/2

/8

/4

/2

/2

/4

/2

NIC

NIC

NIC EXPANSION JOINT

TENDON TESTED GOOD

TENDON TESTED BAD (REPAIRS COMPLETED)

2019 TESTING LOCATIONS

2020 TESTING LOCATIONS

2021 TESTING LOCATIONS

2022 TESTING LOCATIONS

2026 TESTING LOCATIONS

N

SHEET NOTES

LEGEND

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

IT

Y O

F M

IN

N

E A

P O

L

IS

P O

S T

-T E

N S

IO

N

R E

P A

IR

S

/7

/2

:3

:2

P M

C U s e rs

\J K n o ll\ O n e

D ri v e

W a lk e r

C o n s u lt a n ts

\D o c u m e n ts \2

-0

.0 th

-M a rq u e tt e

P

T R jk n o llN

W E

.r v t

MINNEAPOLIS, MN

11TH & MARQUETTE

PARKING FACILITY

PJL

JMK

21-005600.06

11TH & MARQUETTE -

LEVEL 6 FLOOR PLAN

R-106

08/07/2026

CONSTRUCTION DOCUMENTS

11TH & MARQUETTE - LEVEL 6 FLOOR PLAN

REFERENCES:

1. GENERAL NOTES, LEGEND, AND R-100

WI SCHEDULE

2. FLOOR PLANS:

11TH & MARQUETTE R-100 SERIES

LEAMINGTON R-200 SERIES

CONVENTION CENTER PLAZA R-300 SERIES

3. REPAIR DETAILS R-500 SERIES

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS

IN ACCORDANCE WITH THE SPECIFICATIONS. WORK

ITEM IS SHOWN ONLY TO REPRESENT THE TYPES OF

DETERIORATION.

2. SEE SHEET R-001 FOR GENERAL RESTORATION

NOTES.

3. SEE SHEET R-501 - R-502 FOR REPAIR DETAILS.

WORK ITEM LEGEND:

NOTES:

1. NOT ALL WORK ITEMS HAVE DETAILS.

2. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

X.X.X

WORK ITEM NO

XXX

WORK ITEM NOTE

(SEE ABBREVIATIONS)

CLARIFICATION

DETAIL NO

28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 2'-4" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0"

1 2 3 4 5 6 7 9 10 11 12 13 14

A

B

C

D

F

G

H

E

T.D.

T.D.

F.D.

R D

A V

S

11TH ST S

NIC

ISOMETRIC

8TH TIER

7TH TIER

6TH TIER

5TH TIER

4TH TIER

3RD TIER

2ND TIER

GRADE TIER

SHUTTLE BUS TIER

9TH TIER

EXPANSION JOINT

TENDON TESTED GOOD

TENDON TESTED BAD (REPAIRS COMPLETED)

2019 TESTING LOCATIONS

2020 TESTING LOCATIONS

2021 TESTING LOCATIONS

2022 TESTING LOCATIONS

2026 TESTING LOCATIONS

N

SHEET NOTES

LEGEND

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

IT

Y O

F M

IN

N

E A

P O

L

IS

P O

S T

-T E

N S

IO

N

R E

P A

IR

S

/7

/2

:2

:2

P M

C U s e rs

\J K n o ll\ O n e D ri v e

W a lk e r

C o n s u lt a n ts

\D o c u m e n ts

\2

-0

.0

L e a m in g to n

R jk n o llN

W E

.r v t

MINNEAPOLIS, MN

LEAMINGTON

PARKING FACILITY

PJL

JMK

21-005600.06

LEAMINGTON - BUS TIER

PLAN

R-200

08/07/2026

CONSTRUCTION DOCUMENTS

LEAMINGTON - BUS TIER PLAN

WORK ITEM LEGEND:

NOTES:

1. NOT ALL WORK ITEMS HAVE DETAILS.

2. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

X.X.X

WORK ITEM NO

XXX

WORK ITEM NOTE

(SEE ABBREVIATIONS)

CLARIFICATION

DETAIL NO

REFERENCES:

1. GENERAL NOTES, LEGEND, AND R-100

WI SCHEDULE

2. FLOOR PLANS:

11TH & MARQUETTE R-100 SERIES

LEAMINGTON R-200 SERIES

CONVENTION CENTER PLAZA R-300 SERIES

3. REPAIR DETAILS R-500 SERIES

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS

IN ACCORDANCE WITH THE SPECIFICATIONS. WORK

ITEM IS SHOWN ONLY TO REPRESENT THE TYPES OF

DETERIORATION.

2. SEE SHEET R-001 FOR GENERAL RESTORATION

NOTES.

3. SEE SHEET R-501 - R-502 FOR REPAIR DETAILS.

1 2 3 4 5 6 7 9 10 11 12 13 14

A

B

C

D

F

G

H

E

F.D.

F.D.

F.D.

F.D.

F.D. F.D. F.D.

F.D.

F.D.

F.D.

F.D.

D

9 10 11 12

E

F

G

E L E V A T O R

N D

A V

S

LOBBY

11TH ST S

R D

A V

S

SECURITY

10TH ST S

CAR

EXIT

BUS

EXIT

CAR EXITCAR

ENTRANCE

BUS

ENTRANCE

SNOW

CHUTE

ABOVE

CAR

ENTRANCE

BUS

ENTRANCE

CAR EXITBUS EXIT

OPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOW

NIC

NIC

ISOMETRIC

8TH TIER

7TH TIER

6TH TIER

5TH TIER

4TH TIER

3RD TIER

2ND TIER

GRADE TIER

SHUTTLE BUS TIER

9TH TIER

EXPANSION JOINT

TENDON TESTED GOOD

TENDON TESTED BAD (REPAIRS COMPLETED)

2019 TESTING LOCATIONS

2020 TESTING LOCATIONS

2021 TESTING LOCATIONS

2022 TESTING LOCATIONS

2026 TESTING LOCATIONS

N

SHEET NOTES

LEGEND

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

IT

Y O

F M

IN

N

E A

P O

L

IS

P O

S T

-T E

N S

IO

N

R E

P A

IR

S

/7

/2

:2

:2

P M

C U s e rs

\J K n o ll\ O n e D ri v e

W a lk e r

C o n s u lt a n ts

\D o c u m e n ts

\2

-0

.0

L e a m in g to n

R jk n o llN

W E

.r v t

MINNEAPOLIS, MN

LEAMINGTON

PARKING FACILITY

PJL

JMK

21-005600.06

LEAMINGTON - GRADE TIER

PLAN

R-201

08/07/2026

CONSTRUCTION DOCUMENTS

LEAMINGTON - GRADE TIER PLAN

WARNING: THE FLOOR SLAB HAS POST-TENSIONING TENDONS NEAR BOTH SURFACES

OF THE SLAB. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING

IN THE SLAB SO AS NOT TO DAMAGE THE TENDONS OR TENDON SHEATHING. TENDONS

MAY BREAK WITH EXPLOSIVE FORCE WHEN CUT. NO ANCHORS MAY BE DRILLED OR

SHOT INTO THE SLAB WITHOUT FIRST LOCATING THE TENDONS AND THEN THE

ANCHORS CAN NOT BE MORE THAN 1" LONG.

WORK ITEM LEGEND:

NOTES:

1. NOT ALL WORK ITEMS HAVE DETAILS.

2. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

X.X.X

WORK ITEM NO

XXX

WORK ITEM NOTE

(SEE ABBREVIATIONS)

CLARIFICATION

DETAIL NO

REFERENCES:

1. GENERAL NOTES, LEGEND, AND R-100

WI SCHEDULE

2. FLOOR PLANS:

11TH & MARQUETTE R-100 SERIES

LEAMINGTON R-200 SERIES

CONVENTION CENTER PLAZA R-300 SERIES

3. REPAIR DETAILS R-500 SERIES

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS

IN ACCORDANCE WITH THE SPECIFICATIONS. WORK

ITEM IS SHOWN ONLY TO REPRESENT THE TYPES OF

DETERIORATION.

2. SEE SHEET R-001 FOR GENERAL RESTORATION

NOTES.

3. SEE SHEET R-501 - R-502 FOR REPAIR DETAILS.

1 2 3 4 5 6 7 9 10 11 12 13 14

A

B

C

D

F

G

H

E

NO PARKING

SKYWAY

ATRIUM

2ND

LEVEL

STAIR B

2ND

LEVEL

STAIR A

2ND

LEVEL

STAIR C

3RD

LEVEL

STAIR C

OPEN TO

BELOW

OPEN TO

BELOW

CAR

WASH

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.F.D.

G

11 12 13 14

H

A

ISOMETRIC

8TH TIER

7TH TIER

6TH TIER

5TH TIER

4TH TIER

3RD TIER

2ND TIER

GRADE TIER

SHUTTLE BUS TIER

9TH TIER

EXPANSION JOINT

TENDON TESTED GOOD

TENDON TESTED BAD (REPAIRS COMPLETED)

2019 TESTING LOCATIONS

2020 TESTING LOCATIONS

2021 TESTING LOCATIONS

2022 TESTING LOCATIONS

2026 TESTING LOCATIONS

N

SHEET NOTES

LEGEND

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

IT

Y O

F M

IN

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E A

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L

IS

P O

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-T E

N S

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P A

IR

S

/7

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:2

:2

P M

C U s e rs

\J K n o ll\ O n e D ri v e

W a lk e r

C o n s u lt a n ts

\D o c u m e n ts

\2

-0

.0

L e a m in g to n

R jk n o llN

W E

.r v t

MINNEAPOLIS, MN

LEAMINGTON

PARKING FACILITY

PJL

JMK

21-005600.06

LEAMINGTON - SECOND

TIER PLAN

R-202

08/07/2026

CONSTRUCTION DOCUMENTS

LEAMINGTON - SECOND TIER PLAN

WARNING: THE FLOOR SLAB HAS POST-TENSIONING TENDONS NEAR BOTH SURFACES

OF THE SLAB. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING

IN THE SLAB SO AS NOT TO DAMAGE THE TENDONS OR TENDON SHEATHING. TENDONS

MAY BREAK WITH EXPLOSIVE FORCE WHEN CUT. NO ANCHORS MAY BE DRILLED OR

SHOT INTO THE SLAB WITHOUT FIRST LOCATING THE TENDONS AND THEN THE

ANCHORS CAN NOT BE MORE THAN 1" LONG.

WORK ITEM LEGEND:

NOTES:

1. NOT ALL WORK ITEMS HAVE DETAILS.

2. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

X.X.X

WORK ITEM NO

XXX

WORK ITEM NOTE

(SEE ABBREVIATIONS)

CLARIFICATION

DETAIL NO

REFERENCES:

1. GENERAL NOTES, LEGEND, AND R-100

WI SCHEDULE

2. FLOOR PLANS:

11TH & MARQUETTE R-100 SERIES

LEAMINGTON R-200 SERIES

CONVENTION CENTER PLAZA R-300 SERIES

3. REPAIR DETAILS R-500 SERIES

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS

IN ACCORDANCE WITH THE SPECIFICATIONS. WORK

ITEM IS SHOWN ONLY TO REPRESENT THE TYPES OF

DETERIORATION.

2. SEE SHEET R-001 FOR GENERAL RESTORATION

NOTES.

3. SEE SHEET R-501 - R-502 FOR REPAIR DETAILS.

1 2 3 4 5 6 7 9 10 11 12 13 14

A

B

C

D

F

G

H

E

S

P A

S

P A

75°

S

P A

R -3

S

S

S

S

S

S

R -3

R -3

S

S

S

R -3

S

A D

A A

D A

A D

A A

D A

A D

A A

D A

A D

A A

D A

A D

A A

D A

A D

A

3RD

LEVEL

STAIR A

4TH

LEVEL

STAIR C

OPEN

TO

BELOW

F.D.

F.D. F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D. F.D.

7 5

7 5

NIC

ISOMETRIC

8TH TIER

7TH TIER

6TH TIER

5TH TIER

4TH TIER

3RD TIER

2ND TIER

GRADE TIER

SHUTTLE BUS TIER

9TH TIER

EXPANSION JOINT

TENDON TESTED GOOD

TENDON TESTED BAD (REPAIRS COMPLETED)

2019 TESTING LOCATIONS

2020 TESTING LOCATIONS

2021 TESTING LOCATIONS

2022 TESTING LOCATIONS

2026 TESTING LOCATIONS

N

SHEET NOTES

LEGEND

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

IT

Y O

F M

IN

N

E A

P O

L

IS

P O

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-T E

N S

IO

N

R E

P A

IR

S

/7

/2

:2

:2

P M

C U s e rs

\J K n o ll\ O n e D ri v e

W a lk e r

C o n s u lt a n ts

\D o c u m e n ts

\2

-0

.0

L e a m in g to n

R jk n o llN

W E

.r v t

MINNEAPOLIS, MN

LEAMINGTON

PARKING FACILITY

PJL

JMK

21-005600.06

LEAMINGTON - THIRD TIER

PLAN

R-203

08/07/2026

CONSTRUCTION DOCUMENTS

LEAMINGTON - THIRD TIER PLAN

WARNING: THE FLOOR SLAB HAS POST-TENSIONING TENDONS NEAR BOTH SURFACES

OF THE SLAB. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING

IN THE SLAB SO AS NOT TO DAMAGE THE TENDONS OR TENDON SHEATHING. TENDONS

MAY BREAK WITH EXPLOSIVE FORCE WHEN CUT. NO ANCHORS MAY BE DRILLED OR

SHOT INTO THE SLAB WITHOUT FIRST LOCATING THE TENDONS AND THEN THE

ANCHORS CAN NOT BE MORE THAN 1" LONG.

WORK ITEM LEGEND:

NOTES:

1. NOT ALL WORK ITEMS HAVE DETAILS.

2. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

X.X.X

WORK ITEM NO

XXX

WORK ITEM NOTE

(SEE ABBREVIATIONS)

CLARIFICATION

DETAIL NO

REFERENCES:

1. GENERAL NOTES, LEGEND, AND R-100

WI SCHEDULE

2. FLOOR PLANS:

11TH & MARQUETTE R-100 SERIES

LEAMINGTON R-200 SERIES

CONVENTION CENTER PLAZA R-300 SERIES

3. REPAIR DETAILS R-500 SERIES

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS

IN ACCORDANCE WITH THE SPECIFICATIONS. WORK

ITEM IS SHOWN ONLY TO REPRESENT THE TYPES OF

DETERIORATION.

2. SEE SHEET R-001 FOR GENERAL RESTORATION

NOTES.

3. SEE SHEET R-501 - R-502 FOR REPAIR DETAILS.

1 2 3 4 5 6 7 9 10 11 12 13 14

A

B

C

D

F

G

H

E

S

P A

'-5

5' -5

75°

8 '

-0

'-4

S P

A

' -5

0' -6

S

S

R -3

S

S

S

S

S

S

R -3

R -3

A D

A A

D A

A D

A A

D A

A D

A A

D A

A D

A A

D A

3RD

LEVEL

STAIR

B

4TH

LEVEL

STAIR A

5TH

LEVEL

STAIR C

F.D.

F.D. F.D.

F.D.

F.D.

F.D. F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

A

ISOMETRIC

8TH TIER

7TH TIER

6TH TIER

5TH TIER

4TH TIER

3RD TIER

2ND TIER

GRADE TIER

SHUTTLE BUS TIER

9TH TIER

EXPANSION JOINT

TENDON TESTED GOOD

TENDON TESTED BAD (REPAIRS COMPLETED)

2019 TESTING LOCATIONS

2020 TESTING LOCATIONS

2021 TESTING LOCATIONS

2022 TESTING LOCATIONS

2026 TESTING LOCATIONS

N

SHEET NOTES

LEGEND

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

IT

Y O

F M

IN

N

E A

P O

L

IS

P O

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-T E

N S

IO

N

R E

P A

IR

S

/7

/2

:2

:2

P M

C U s e rs

\J K n o ll\ O n e D ri v e

W a lk e r

C o n s u lt a n ts

\D o c u m e n ts

\2

-0

.0

L e a m in g to n

R jk n o llN

W E

.r v t

MINNEAPOLIS, MN

LEAMINGTON

PARKING FACILITY

PJL

JMK

21-005600.06

LEAMINGTON - FOURTH

TIER PLAN

R-204

08/07/2026

CONSTRUCTION DOCUMENTS

LEAMINGTON - FOURTH TIER PLAN

WARNING: THE FLOOR SLAB HAS POST-TENSIONING TENDONS NEAR BOTH SURFACES

OF THE SLAB. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING

IN THE SLAB SO AS NOT TO DAMAGE THE TENDONS OR TENDON SHEATHING. TENDONS

MAY BREAK WITH EXPLOSIVE FORCE WHEN CUT. NO ANCHORS MAY BE DRILLED OR

SHOT INTO THE SLAB WITHOUT FIRST LOCATING THE TENDONS AND THEN THE

ANCHORS CAN NOT BE MORE THAN 1" LONG.

WORK ITEM LEGEND:

NOTES:

1. NOT ALL WORK ITEMS HAVE DETAILS.

2. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

X.X.X

WORK ITEM NO

XXX

WORK ITEM NOTE

(SEE ABBREVIATIONS)

CLARIFICATION

DETAIL NO

REFERENCES:

1. GENERAL NOTES, LEGEND, AND R-100

WI SCHEDULE

2. FLOOR PLANS:

11TH & MARQUETTE R-100 SERIES

LEAMINGTON R-200 SERIES

CONVENTION CENTER PLAZA R-300 SERIES

3. REPAIR DETAILS R-500 SERIES

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS

IN ACCORDANCE WITH THE SPECIFICATIONS. WORK

ITEM IS SHOWN ONLY TO REPRESENT THE TYPES OF

DETERIORATION.

2. SEE SHEET R-001 FOR GENERAL RESTORATION

NOTES.

3. SEE SHEET R-501 - R-502 FOR REPAIR DETAILS.

1 2 3 4 5 6 7 9 10 11 12 13 14

A

B

C

D

F

G

H

E

S

P A

'-5

5' -5

75°

8 '

-0

'-4

S P

A

' -5

0' -6

S

S

R -3

S

S

S

S

S

S

R -3

R -3

A D

A A

D A

A D

A A

D A

A D

A A

D A

A D

A A

D A

4TH

LEVEL

STAIR

B

5TH

LEVEL

STAIR A

6TH

LEVEL

STAIR C

F.D.

F.D. F.D.

F.D.

F.D.

F.D.

F.D. F.D.

F.D.

F.D.

F.D.

A

ISOMETRIC

8TH TIER

7TH TIER

6TH TIER

5TH TIER

4TH TIER

3RD TIER

2ND TIER

GRADE TIER

SHUTTLE BUS TIER

9TH TIER

EXPANSION JOINT

TENDON TESTED GOOD

TENDON TESTED BAD (REPAIRS COMPLETED)

2019 TESTING LOCATIONS

2020 TESTING LOCATIONS

2021 TESTING LOCATIONS

2022 TESTING LOCATIONS

2026 TESTING LOCATIONS

N

SHEET NOTES

LEGEND

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

IT

Y O

F M

IN

N

E A

P O

L

IS

P O

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-T E

N S

IO

N

R E

P A

IR

S

/7

/2

:2

:2

P M

C U s e rs

\J K n o ll\ O n e D ri v e

W a lk e r

C o n s u lt a n ts

\D o c u m e n ts

\2

-0

.0

L e a m in g to n

R jk n o llN

W E

.r v t

MINNEAPOLIS, MN

LEAMINGTON

PARKING FACILITY

PJL

JMK

21-005600.06

LEAMINGTON - FIFTH TIER

PLAN

R-205

08/07/2026

CONSTRUCTION DOCUMENTS

LEAMINGTON - FIFTH TIER PLAN

WARNING: THE FLOOR SLAB HAS POST-TENSIONING TENDONS NEAR BOTH SURFACES

OF THE SLAB. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING

IN THE SLAB SO AS NOT TO DAMAGE THE TENDONS OR TENDON SHEATHING. TENDONS

MAY BREAK WITH EXPLOSIVE FORCE WHEN CUT. NO ANCHORS MAY BE DRILLED OR

SHOT INTO THE SLAB WITHOUT FIRST LOCATING THE TENDONS AND THEN THE

ANCHORS CAN NOT BE MORE THAN 1" LONG.

WORK ITEM LEGEND:

NOTES:

1. NOT ALL WORK ITEMS HAVE DETAILS.

2. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

X.X.X

WORK ITEM NO

XXX

WORK ITEM NOTE

(SEE ABBREVIATIONS)

CLARIFICATION

DETAIL NO

REFERENCES:

1. GENERAL NOTES, LEGEND, AND R-100

WI SCHEDULE

2. FLOOR PLANS:

11TH & MARQUETTE R-100 SERIES

LEAMINGTON R-200 SERIES

CONVENTION CENTER PLAZA R-300 SERIES

3. REPAIR DETAILS R-500 SERIES

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS

IN ACCORDANCE WITH THE SPECIFICATIONS. WORK

ITEM IS SHOWN ONLY TO REPRESENT THE TYPES OF

DETERIORATION.

2. SEE SHEET R-001 FOR GENERAL RESTORATION

NOTES.

3. SEE SHEET R-501 - R-502 FOR REPAIR DETAILS.

1 2 3 4 5 6 7 9 10 11 12 13 14

A

B

C

D

F

G

H

E

S

P A

'-5

5' -5

75°

8 '

-0

'-4

S P

A

' -5

0' -6

S

R -3

S

S

S

S

S

R -3

R -3

A D

A A

D A

A D

A A

D A

A D

A A

D A

A D

A A

D A

5TH

LEVEL

STAIR B

6TH

LEVEL

STAIR A

7TH

LEVEL

STAIR C

F.D.

F.D. F.D.

F.D. F.D.

F.D. F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

ISOMETRIC

8TH TIER

7TH TIER

6TH TIER

5TH TIER

4TH TIER

3RD TIER

2ND TIER

GRADE TIER

SHUTTLE BUS TIER

9TH TIER

EXPANSION JOINT

TENDON TESTED GOOD

TENDON TESTED BAD (REPAIRS COMPLETED)

2019 TESTING LOCATIONS

2020 TESTING LOCATIONS

2021 TESTING LOCATIONS

2022 TESTING LOCATIONS

2026 TESTING LOCATIONS

N

SHEET NOTES

LEGEND

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

IT

Y O

F M

IN

N

E A

P O

L

IS

P O

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-T E

N S

IO

N

R E

P A

IR

S

/7

/2

:2

:2

P M

C U s e rs

\J K n o ll\ O n e D ri v e

W a lk e r

C o n s u lt a n ts

\D o c u m e n ts

\2

-0

.0

L e a m in g to n

R jk n o llN

W E

.r v t

MINNEAPOLIS, MN

LEAMINGTON

PARKING FACILITY

PJL

JMK

21-005600.06

LEAMINGTON - SIXTH TIER

PLAN

R-206

08/07/2026

CONSTRUCTION DOCUMENTS

LEAMINGTON - SIXTH TIER PLAN

WARNING: THE FLOOR SLAB HAS POST-TENSIONING TENDONS NEAR BOTH SURFACES

OF THE SLAB. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING

IN THE SLAB SO AS NOT TO DAMAGE THE TENDONS OR TENDON SHEATHING. TENDONS

MAY BREAK WITH EXPLOSIVE FORCE WHEN CUT. NO ANCHORS MAY BE DRILLED OR

SHOT INTO THE SLAB WITHOUT FIRST LOCATING THE TENDONS AND THEN THE

ANCHORS CAN NOT BE MORE THAN 1" LONG.

WORK ITEM LEGEND:

NOTES:

1. NOT ALL WORK ITEMS HAVE DETAILS.

2. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

X.X.X

WORK ITEM NO

XXX

WORK ITEM NOTE

(SEE ABBREVIATIONS)

CLARIFICATION

DETAIL NO

REFERENCES:

1. GENERAL NOTES, LEGEND, AND R-100

WI SCHEDULE

2. FLOOR PLANS:

11TH & MARQUETTE R-100 SERIES

LEAMINGTON R-200 SERIES

CONVENTION CENTER PLAZA R-300 SERIES

3. REPAIR DETAILS R-500 SERIES

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS

IN ACCORDANCE WITH THE SPECIFICATIONS. WORK

ITEM IS SHOWN ONLY TO REPRESENT THE TYPES OF

DETERIORATION.

2. SEE SHEET R-001 FOR GENERAL RESTORATION

NOTES.

3. SEE SHEET R-501 - R-502 FOR REPAIR DETAILS.

1 2 3 4 5 6 7 9 10 11 12 13 14

A

B

C

D

F

G

H

E

S

P A

'-5

5' -5

75°

8 '

-0

'-4

S P

A

' -5

0' -6

75°

S

R -3

S

S

S

S

S

R -3

R -3

A D

A A

D A

A D

A A

D A

A D

A A

D A

A D

A A

D A

6TH

LEVEL

STAIR B

7TH

LEVEL

STAIR A

8TH

LEVEL

STAIR C

F.D.

F.D. F.D.

F.D.

F.D.

F.D.

F.D. F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

NIC

ISOMETRIC

8TH TIER

7TH TIER

6TH TIER

5TH TIER

4TH TIER

3RD TIER

2ND TIER

GRADE TIER

SHUTTLE BUS TIER

9TH TIER

EXPANSION JOINT

TENDON TESTED GOOD

TENDON TESTED BAD (REPAIRS COMPLETED)

2019 TESTING LOCATIONS

2020 TESTING LOCATIONS

2021 TESTING LOCATIONS

2022 TESTING LOCATIONS

2026 TESTING LOCATIONS

N

SHEET NOTES

LEGEND

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

IT

Y O

F M

IN

N

E A

P O

L

IS

P O

S T

-T E

N S

IO

N

R E

P A

IR

S

/7

/2

:2

:2

P M

C U s e rs

\J K n o ll\ O n e D ri v e

W a lk e r

C o n s u lt a n ts

\D o c u m e n ts

\2

-0

.0

L e a m in g to n

R jk n o llN

W E

.r v t

MINNEAPOLIS, MN

LEAMINGTON

PARKING FACILITY

PJL

JMK

21-005600.06

LEAMINGTON - SEVENTH

TIER PLAN

R-207

08/07/2026

CONSTRUCTION DOCUMENTS

LEAMINGTON - SEVENTH TIER PLAN

WARNING: THE FLOOR SLAB HAS POST-TENSIONING TENDONS NEAR BOTH SURFACES

OF THE SLAB. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING

IN THE SLAB SO AS NOT TO DAMAGE THE TENDONS OR TENDON SHEATHING. TENDONS

MAY BREAK WITH EXPLOSIVE FORCE WHEN CUT. NO ANCHORS MAY BE DRILLED OR

SHOT INTO THE SLAB WITHOUT FIRST LOCATING THE TENDONS AND THEN THE

ANCHORS CAN NOT BE MORE THAN 1" LONG.

WORK ITEM LEGEND:

NOTES:

1. NOT ALL WORK ITEMS HAVE DETAILS.

2. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

X.X.X

WORK ITEM NO

XXX

WORK ITEM NOTE

(SEE ABBREVIATIONS)

CLARIFICATION

DETAIL NO

REFERENCES:

1. GENERAL NOTES, LEGEND, AND R-100

WI SCHEDULE

2. FLOOR PLANS:

11TH & MARQUETTE R-100 SERIES

LEAMINGTON R-200 SERIES

CONVENTION CENTER PLAZA R-300 SERIES

3. REPAIR DETAILS R-500 SERIES

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS

IN ACCORDANCE WITH THE SPECIFICATIONS. WORK

ITEM IS SHOWN ONLY TO REPRESENT THE TYPES OF

DETERIORATION.

2. SEE SHEET R-001 FOR GENERAL RESTORATION

NOTES.

3. SEE SHEET R-501 - R-502 FOR REPAIR DETAILS.

1 2 3 4 5 6 7 9 10 11 12 13 14

A

B

C

D

F

G

H

E

F.D. F.D.

F.D.

F.D. F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

7TH

LEVEL

STAIR B

STORAGE

8TH

LEVEL

STAIR A

R A M P

E N D S

OPEN

TO

BELOW

NIC

ISOMETRIC

8TH TIER

7TH TIER

6TH TIER

5TH TIER

4TH TIER

3RD TIER

2ND TIER

GRADE TIER

SHUTTLE BUS TIER

9TH TIER

EXPANSION JOINT

TENDON TESTED GOOD

TENDON TESTED BAD (REPAIRS COMPLETED)

2019 TESTING LOCATIONS

2020 TESTING LOCATIONS

2021 TESTING LOCATIONS

2022 TESTING LOCATIONS

2026 TESTING LOCATIONS

N

SHEET NOTES

LEGEND

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

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MINNEAPOLIS, MN

LEAMINGTON

PARKING FACILITY

PJL

JMK

21-005600.06

LEAMINGTON - EIGHTH

TIER PLAN

R-208

08/07/2026

CONSTRUCTION DOCUMENTS

LEAMINGTON - EIGHTH TIER PLAN

WARNING: THE FLOOR SLAB HAS POST-TENSIONING TENDONS NEAR BOTH SURFACES

OF THE SLAB. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING

IN THE SLAB SO AS NOT TO DAMAGE THE TENDONS OR TENDON SHEATHING. TENDONS

MAY BREAK WITH EXPLOSIVE FORCE WHEN CUT. NO ANCHORS MAY BE DRILLED OR

SHOT INTO THE SLAB WITHOUT FIRST LOCATING THE TENDONS AND THEN THE

ANCHORS CAN NOT BE MORE THAN 1" LONG.

WORK ITEM LEGEND:

NOTES:

1. NOT ALL WORK ITEMS HAVE DETAILS.

2. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

X.X.X

WORK ITEM NO

XXX

WORK ITEM NOTE

(SEE ABBREVIATIONS)

CLARIFICATION

DETAIL NO

REFERENCES:

1. GENERAL NOTES, LEGEND, AND R-100

WI SCHEDULE

2. FLOOR PLANS:

11TH & MARQUETTE R-100 SERIES

LEAMINGTON R-200 SERIES

CONVENTION CENTER PLAZA R-300 SERIES

3. REPAIR DETAILS R-500 SERIES

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS

IN ACCORDANCE WITH THE SPECIFICATIONS. WORK

ITEM IS SHOWN ONLY TO REPRESENT THE TYPES OF

DETERIORATION.

2. SEE SHEET R-001 FOR GENERAL RESTORATION

NOTES.

3. SEE SHEET R-501 - R-502 FOR REPAIR DETAILS.

1 2 3 4 5 6 7 9 10 11 12 13 14

A

B

C

D

F

G

H

E

F.D.

F.D.

F.D.

F.D.

F.D.

8TH

LEVEL

STAIR

B

R A M P

E N D S

NIC

ISOMETRIC

8TH TIER

7TH TIER

6TH TIER

5TH TIER

4TH TIER

3RD TIER

2ND TIER

GRADE TIER

SHUTTLE BUS TIER

9TH TIER

EXPANSION JOINT

TENDON TESTED GOOD

TENDON TESTED BAD (REPAIRS COMPLETED)

2019 TESTING LOCATIONS

2020 TESTING LOCATIONS

2021 TESTING LOCATIONS

2022 TESTING LOCATIONS

2026 TESTING LOCATIONS

N

SHEET NOTES

LEGEND

CHECKED BY:

SHEET TITLE:

DRAWN BY:

PROJECT NO:

COPYRIGHT © 2026. ALL RIGHTS RESERVED. NO

PART OF THIS DOCUMENT MAY BE REPRODUCED

IN ANY FORM OR BY ANY MEANS WITHOUT

PERMISSION FROM WALKER CONSULTANTS.

7760 France Ave S, Suite 820 Minneapolis, MN 55435

952.595.9116 Ph

www.walkerconsultants.com

ISSUE DATE:

ISSUE:

I hereby certify that these drawings were prepared by me or under my supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.

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LEA…