36C25018B0093-008.pdf

PDF 10 MB Posted

Attached to
North Parking Structure 506-331 Federal contract opportunity
Solicitation number
36C25018B0093
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

From the source

36C25018B0093 S02 - 506-331 NPS - Bid Document Drawings_Part2.pdf

View the file

Other files for this federal contract opportunity

Other files attached to North Parking Structure 506-331, newest first.
File Type Posted
36C25018C0106-000.docx DOCX document
36C25018B0093-00005000.docx DOCX document
36C25018B0093-00005001.pdf PDF
36C25018B0093-00003000.docx DOCX document
36C25018B0093-00002002.pdf PDF
36C25018B0093-00002001.pdf PDF
36C25018B0093-00002000.docx DOCX document
36C25018B0093-00002006.pdf PDF
36C25018B0093-00001058.pdf PDF
36C25018B0093-00001080.pdf PDF
36C25018B0093-00001040.pdf PDF
36C25018B0093-00001092.pdf PDF
36C25018B0093-00001064.pdf PDF
36C25018B0093-00001025.pdf PDF
36C25018B0093-00001095.pdf PDF
36C25018B0093-00001088.pdf PDF
36C25018B0093-00001067.pdf PDF
36C25018B0093-00001081.pdf PDF
36C25018B0093-00001020.pdf PDF
36C25018B0093-00001066.pdf PDF
36C25018B0093-00001085.pdf PDF
36C25018B0093-00001011.pdf PDF
36C25018B0093-00001047.pdf PDF
36C25018B0093-00001022.pdf PDF
36C25018B0093-00001074.pdf PDF
36C25018B0093-00001111.pdf PDF
36C25018B0093-00001057.pdf PDF
36C25018B0093-00001028.pdf PDF
36C25018B0093-00001060.pdf PDF
36C25018B0093-00001038.pdf PDF
36C25018B0093-00001013.pdf PDF
36C25018B0093-00001108.pdf PDF
36C25018B0093-00001071.pdf PDF
36C25018B0093-00001052.pdf PDF
36C25018B0093-00001087.pdf PDF
36C25018B0093-00001068.pdf PDF
36C25018B0093-00001042.pdf PDF
36C25018B0093-00001045.pdf PDF
36C25018B0093-00001049.pdf PDF
36C25018B0093-00001002.pdf PDF
36C25018B0093-00001014.pdf PDF
36C25018B0093-00001076.pdf PDF
36C25018B0093-00001031.pdf PDF
36C25018B0093-00001054.pdf PDF
36C25018B0093-00001043.pdf PDF
36C25018B0093-00001003.pdf PDF
36C25018B0093-00001094.pdf PDF
36C25018B0093-005.pdf PDF
36C25018B0093-018.docx DOCX document
36C25018B0093-002.pdf PDF
Show all 50

North Parking Structure 506-331 has more files on GovTribe.

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Bancroft-AE Project No. 16-121 www.bancroft-ae.com

700 Nicholas Blvd., Suite 300 Elk Grove Village, IL 60007 Telephone : 847.952.9362

M I D W E S T E R N

C O N S U L T I N G

3815 Plaza Drive Ann Arbor, Michigan 48108

(734) 995-0200 • www.midwesternconsulting.com

Land Development • Land Survey • Institutional • Municipal Wireless Communications • Transportation • Landfill Services

WALKER

PARKING CONSULTANTS

525 Avis Drive, Suite 1 Ann Arbor, MI 48108

700 Nicholas Blvd., Suite 300 Elk Grove Village, IL 60007 Telephone : 847.952.9362

M I D W E S T E R N

C O N S U L T I N G

3815 Plaza Drive Ann Arbor, Michigan 48108

(734) 995-0200 • www.midwesternconsulting.com

Land Development • Land Survey • Institutional • Municipal Wireless Communications • Transportation • Landfill Services

WALKER

PARKING CONSULTANTS

700 Nicholas Blvd., Suite 300 Elk Grove Village, IL 60007 Telephone : 847.952.9362

M I D W E S T E R N

C O N S U L T I N G

3815 Plaza Drive Ann Arbor, Michigan 48108

(734) 995-0200 • www.midwesternconsulting.com

Land Development • Land Survey • Institutional • Municipal Wireless Communications • Transportation • Landfill Services

WALKER

PARKING CONSULTANTS

700 Nicholas Blvd., Suite 300 Elk Grove Village, IL 60007 Telephone : 847.952.9362

3815 Plaza Drive Ann Arbor, Michigan 48108

(734) 995-0200 • www.midwesternconsulting.com

Land Development • Land Survey • Institutional • Municipal Wireless Communications • Transportation • Landfill Services

WALKER

PARKING CONSULTANTS

700 Nicholas Blvd., Suite 300 Elk Grove Village, IL 60007 Telephone : 847.952.9362

M I D W E S T E R N

C O N S U L T I N G

3815 Plaza Drive Ann Arbor, Michigan 48108

(734) 995-0200 • www.midwesternconsulting.com

Land Development • Land Survey • Institutional • Municipal Wireless Communications • Transportation • Landfill Services

WALKER

PARKING CONSULTANTS

700 Nicholas Blvd., Suite 300 Elk Grove Village, IL 60007 Telephone : 847.952.9362

WALKER

PARKING CONSULTANTS

525 Avis Drive, Suite 1 Ann Arbor, MI 48108

3815 Plaza Drive Ann Arbor, Michigan 48108

(734) 995-0200 • www.midwesternconsulting.com

Land Development • Land Survey • Institutional • Municipal Wireless Communications • Transportation • Landfill Services

S-001

GENERAL NOTES AND DETAILS

AutoCAD SHX Text 1/2" TOOLED JOINT FILL W/ SEALANT. SEALANT CONTR. TO GRIND EDGES SMOOTH & STRAIGHT PRIOR TO SEALING.

AutoCAD SHX Text

EXTEND TOP & BOT BARS & EVERY OTHER HORIZ BAR @ JOINT

AutoCAD SHX Text

CUT EVERY OTHER HORIZ BAR @ JOINT EXCEPT TOP & BOTTOM BARS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text V-GROOVE t/8 DEEP

AutoCAD SHX Text V-GROOVE t/8 DEEP

AutoCAD SHX Text

CLASS B LAP SPLICE

AutoCAD SHX Text #3 X 2'-6" @ 18" OC @ MID-DEPTH GREASE & WRAP ONE SIDE OF DOWEL @ 2nd POUR.

AutoCAD SHX Text

USE THIS CORNER DETAIL WHEN BARS ARE AT INSIDE FACE OR NEAR CENTER OF WALL

AutoCAD SHX Text

USE THIS CORNER DETAIL WHEN BARS ARE AT OUTSIDE FACE OF WALL

AutoCAD SHX Text

TYPICAL CONTINUOUS BAR OR SPLICE STAGGER SPLICE

AutoCAD SHX Text NOTE: 1. HOOKS SHOWN ARE STANDARD HOOKS U.N.O. HOOKS SHOWN ARE STANDARD HOOKS U.N.O. 2. SEE SHEET S-601 FOR LAP SPLICE LENGTH.SEE SHEET S-601 FOR LAP SPLICE LENGTH.

AutoCAD SHX Text

1 1/2" CL. TYP

AutoCAD SHX Text

1 1/2" CL. TYP.

AutoCAD SHX Text

SLAB CONSTRUCTION

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

AutoCAD SHX Text

TYPICAL WALL REINFORCEMENT

AutoCAD SHX Text

SPLICES - SINGLE LAYER

AutoCAD SHX Text

AutoCAD SHX Text

SLAB CONTROL JOINT

AutoCAD SHX Text

AutoCAD SHX Text

TYPICAL WALL REINFORCEMENT

AutoCAD SHX Text

SPLICES - DOUBLE LAYER

AutoCAD SHX Text

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

CONSTRUCTION JOINT

AutoCAD SHX Text

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

CONTROL JOINT

AutoCAD SHX Text

AutoCAD SHX Text 1 1/2" DEEP TOOLED JOINT FILL W/ SEALANT. SEALANT CONTR TO GRIND EDGES SMOOTH & STRAIGHT PRIOR TO SEALING.

AutoCAD SHX Text 3/8" DIA SMOOTH BAR X 2'-6" @ 36" OC @ MID-DEPTH GREASE ENTIRE BAR TO PREVENT BOND.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

JOINT SPACING 15'-0" MAX AND NO MORE THAN 10'-0" FROM CORNERS, UN.

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

ARCHITECT & ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 506-331

AutoCAD SHX Text

AutoCAD SHX Text

ANN ARBOR, MICHIGAN

AutoCAD SHX Text

CONSTRUCT NORTH

AutoCAD SHX Text

PARKING STRUCTURE

AutoCAD SHX Text

KJW

AutoCAD SHX Text

JBM

AutoCAD SHX Text 08-18-2017

AutoCAD SHX Text 03-06-2017

AutoCAD SHX Text

35% SCHEMATIC DESIGN SUBMISSION

AutoCAD SHX Text 04-19-2017

AutoCAD SHX Text

65% DESIGN DEVELOPMENT SUBMISSION

AutoCAD SHX Text 06-15-2017

AutoCAD SHX Text

95% CONSTRUCTION DOCUMENTS SUBMISSION

AutoCAD SHX Text 07-24-2017

AutoCAD SHX Text

100% BID DOCUMENTS-NOT FOR CONSTRUCTION

AutoCAD SHX Text 08-18-2017

AutoCAD SHX Text

100% FINAL BID DOCUMENTS

AutoCAD SHX Text N

AutoCAD SHX Text

KEYPLAN

AutoCAD SHX Text

VA CONTRACT NO. VA250-17-C-0008

AutoCAD SHX Text

100%%% FINAL BID DOCUMENTS

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

MIDWESTERN

AutoCAD SHX Text

CONSULTING

DRAWING NOTES:

S-220

S-504

S-504

Bancroft-AE Project No. 16-121 www.bancroft-ae.com

700 Nicholas Blvd., Suite 300 Elk Grove Village, IL 60007 Telephone : 847.952.9362

WALKER

PARKING CONSULTANTS

525 Avis Drive, Suite 1 Ann Arbor, MI 48108

3815 Plaza Drive Ann Arbor, Michigan 48108

(734) 995-0200 • www.midwesternconsulting.com

Land Development • Land Survey • Institutional • Municipal Wireless Communications • Transportation • Landfill Services

S-100

FOUNDATION PLAN

AutoCAD SHX Text 32'

AutoCAD SHX Text

AutoCAD SHX Text 16'

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text 8'

AutoCAD SHX Text

FOUNDATION PLAN

AutoCAD SHX Text

AutoCAD SHX Text

SEE ARCH FOR REM OF PLAN

AutoCAD SHX Text

1. REFER TO SHEET S-001 FOR GENERAL NOTES. REFER TO SHEET S-001 FOR GENERAL NOTES. 2. ALL PILE CAPS ARE CENTERED ON GRID LINES, UNO. ALL PILE CAPS ARE CENTERED ON GRID LINES, UNO. 3. PROVIDE 3" CLEAR COVER FOR ALL BOTTOM REINFORCEMENT AND 2" CLEAR PROVIDE 3" CLEAR COVER FOR ALL BOTTOM REINFORCEMENT AND 2" CLEAR COVER FOR ALL TOP REINFORCEMENT, UNO. 4. AT LOCATIONS WHERE P/C WALLS ARE SUPPORTED ON FOUNDATIONS PROVIDE AT LOCATIONS WHERE P/C WALLS ARE SUPPORTED ON FOUNDATIONS PROVIDE EMBEDDED PLATES IN FOUNDATIONS, COORDINATE WITH PRECAST SUPPLIER. 5. ANCHOR BOLTS, PLATES WITH WELDED ANCHORS, REINFORCING BAR CAGES ANCHOR BOLTS, PLATES WITH WELDED ANCHORS, REINFORCING BAR CAGES WITH NMB SPLICES (OR SIMILAR) OR ANY OTHER CONNECTIONS MATERIALS THAT CONNECT THE PRECAST CONCRETE MEMBERS TO THE CIP CONCRETE FOUNDATIONS ARE TO BE SUPPLIED BY THE PRECAST SUPPLIER AND INSTALLED BY THE CONTRACTOR. WARNING TO CONTRACTOR: COORDINATE WITH PRECAST SUPPLIER TO FULLY UNDERSTAND THE LARGE MAGNITUDE OF THE EMBEDS TO BE INSTALLED AND THE VERY TIGHT TOLERANCES REQUIRED! 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL TEMPORARY EXCAVATION BRACING, SHEETING AND SHORING. 7. COORDINATE PENETRATIONS IN WALLS & PILE CAPS WITH MEP AND CIVIL COORDINATE PENETRATIONS IN WALLS & PILE CAPS WITH MEP AND CIVIL DRAWINGS, SHOW PENETRATIONS ON ALL SHOP DRAWINGS. SEE DETAIL 3/S-100. 8. SEE CIVIL DRAWINGS FOR EXTERIOR GRADES, UTILITIES, ADJACENT SEE CIVIL DRAWINGS FOR EXTERIOR GRADES, UTILITIES, ADJACENT STRUCTURES, AND PROPERTY LINES. NOTIFY COR OF ANY CONFLICTS IMMEDIATELY. 9. SEE DRAWINGS S-101 FOR GRADE SLAB AND SECTION CUT INFORMATION. SEE DRAWINGS S-101 FOR GRADE SLAB AND SECTION CUT INFORMATION. 10. FOR ANCHOR BOLT REQUIREMENTS, SEE 1/S-510. FOR ANCHOR BOLT REQUIREMENTS, SEE 1/S-510. 11. CONTRACTOR TO PROTECT SUBGRADE FROM DAMAGE DUE TO WEATHER. CONTRACTOR TO PROTECT SUBGRADE FROM DAMAGE DUE TO WEATHER. 12. MATCH TOP OF EXISTING PILE CAP ELEVATION WHERE NOTED. ELEVATION MATCH TOP OF EXISTING PILE CAP ELEVATION WHERE NOTED. ELEVATION INDICATED IS FROM ORIGINAL DRAWINGS. FIELD VERIFY AND NOTIFY ENGINEER OF ANY DISCREPANCY. 13. DRILL AND ANCHOR DOWELS IN EXISTING PILE CAP TO MATCH DOWELS DRILL AND ANCHOR DOWELS IN EXISTING PILE CAP TO MATCH DOWELS INDICATED IN WALL DETAIL. ANCHOR (7 1/2" MIN) W/ HILTI HIT HY200 ADHESIVE OR APPROVED EQUIVALENT. 14. LOCATE PILES UNDER WALLS AT EQUAL SPACING BETWEEN ADJACENT PILES LOCATE PILES UNDER WALLS AT EQUAL SPACING BETWEEN ADJACENT PILES UNO. 15. REFER TO DRAWINGS G-004A & G-004B FOR CONSTRUCTION PHASING NOTES. REFER TO DRAWINGS G-004A & G-004B FOR CONSTRUCTION PHASING NOTES. 16. CONTRACTOR IS RESPONSIBLE FOR DEWATERING DUE TO LOW LYING AREA OF CONTRACTOR IS RESPONSIBLE FOR DEWATERING DUE TO LOW LYING AREA OF SITE. 17. PROVIDE (6) #6 x 5'-0" DOWELS TOP & BOTTOM. DRILL INTO EXISTING PILE PROVIDE (6) #6 x 5'-0" DOWELS TOP & BOTTOM. DRILL INTO EXISTING PILE CAP & ANCHOR (12" MIN) W/ HILTI HIT HY200 ADHESIVE OR APPROVED EQUIVALENT.

AutoCAD SHX Text

(FOR PILES)

AutoCAD SHX Text

PILE CAP MARK

AutoCAD SHX Text

GRID

AutoCAD SHX Text

GRID

AutoCAD SHX Text

PILE, TYP QUANTITY VARIES BASED ON PILE CAP.

AutoCAD SHX Text NOTE: SEE PILE CAP SCHEDULE AND PILE CAP NOTES ON SHEET S-501 FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

TOP OF PILE CAP ELEVATION ETC

AutoCAD SHX Text

FOUNDATION LEGEND

AutoCAD SHX Text

AutoCAD SHX Text

PILASTER MARK SEE SHEET S-502

AutoCAD SHX Text TENSION PILES INDICATE TENSION IN PILE BUT REINFORCEMENT SAME AS INDICATED IN DETAIL 1/S-501 EXCEPT BAR LENGTHS TO EXTEND FULL LENGTH OF PILES.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

REMAINDER OF EXISTING FOUNDATIONS NOT SHOWN

AutoCAD SHX Text

SLEEVE

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

ALL PIPES TO CLEAR SLEEVES BY 2" CAULK ALL AROUND

AutoCAD SHX Text

CIP WALL

AutoCAD SHX Text

PILE CAP

AutoCAD SHX Text

PIPE @ WALL & FOOTING DETAIL

AutoCAD SHX Text

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

(P1) PC5

AutoCAD SHX Text 795'-6"

AutoCAD SHX Text

(P1) PC4C

AutoCAD SHX Text 795'-6"

AutoCAD SHX Text

NOTE 14 TYP

AutoCAD SHX Text

NOTE 14 TYP

AutoCAD SHX Text

STEP FOOTING

AutoCAD SHX Text

795'-6" VIF

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text

STEP FOOTING SEE 2/S-501

AutoCAD SHX Text

STEP FOOTING

AutoCAD SHX Text

(P1) PC7B

AutoCAD SHX Text 795'-6"

AutoCAD SHX Text

(P1) PC7B

AutoCAD SHX Text 795'-6"

AutoCAD SHX Text

(P1) PC7B

AutoCAD SHX Text 795'-6"

AutoCAD SHX Text

PC7A

AutoCAD SHX Text 795'-6"

AutoCAD SHX Text

PC7D

AutoCAD SHX Text 794'-7"

AutoCAD SHX Text

(P5) PC6

AutoCAD SHX Text 795'-6"

AutoCAD SHX Text

(P5) PC7C

AutoCAD SHX Text 795'-6"

AutoCAD SHX Text

(P5) PC7C

AutoCAD SHX Text 793'-9"

AutoCAD SHX Text

800'-0" VIF

AutoCAD SHX Text

802'-0" VIF

AutoCAD SHX Text

(P5) PC4A

AutoCAD SHX Text 800'-0"

AutoCAD SHX Text 792'-11"

AutoCAD SHX Text 791'-3"

AutoCAD SHX Text 791'-3"

AutoCAD SHX Text 792'-0"

AutoCAD SHX Text 792'-0"

AutoCAD SHX Text

(P5) PC7C

AutoCAD SHX Text 792'-0"

AutoCAD SHX Text

STAIR 2

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING STRUCTURE

AutoCAD SHX Text

HORIZONTAL EXPANSION

AutoCAD SHX Text

AutoCAD SHX Text 12.1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 11.2

AutoCAD SHX Text B.1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 23.8

AutoCAD SHX Text

NOTE 13

AutoCAD SHX Text

NOTE 13

AutoCAD SHX Text

PC14

AutoCAD SHX Text 795'-6"

AutoCAD SHX Text

(P5) PC4B

AutoCAD SHX Text 795'-6"

AutoCAD SHX Text

NOTE 14

AutoCAD SHX Text

TYP

AutoCAD SHX Text

NOTES 12 & 17

AutoCAD SHX Text 793'-0"

AutoCAD SHX Text 791'-3"

AutoCAD SHX Text 794'-9"

AutoCAD SHX Text 798'-3"

AutoCAD SHX Text 796'-6"

AutoCAD SHX Text (P2)

AutoCAD SHX Text (P3)

AutoCAD SHX Text (P2)

AutoCAD SHX Text (P4)

AutoCAD SHX Text (P1)

AutoCAD SHX Text

4/S-501 (TYP) @ CONTRACTORS OPTION

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

ARCHITECT & ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 506-331

AutoCAD SHX Text

AutoCAD SHX Text

ANN ARBOR, MICHIGAN

AutoCAD SHX Text

CONSTRUCT NORTH

AutoCAD SHX Text

PARKING STRUCTURE

AutoCAD SHX Text

KJW

AutoCAD SHX Text

JBM

AutoCAD SHX Text 08-18-2017

AutoCAD SHX Text 03-06-2017

AutoCAD SHX Text

35% SCHEMATIC DESIGN SUBMISSION

AutoCAD SHX Text 04-19-2017

AutoCAD SHX Text

65% DESIGN DEVELOPMENT SUBMISSION

AutoCAD SHX Text 06-15-2017

AutoCAD SHX Text

95% CONSTRUCTION DOCUMENTS SUBMISSION

AutoCAD SHX Text 07-24-2017

AutoCAD SHX Text

100% BID DOCUMENTS-NOT FOR CONSTRUCTION

AutoCAD SHX Text 08-18-2017

AutoCAD SHX Text

100% FINAL BID DOCUMENTS

AutoCAD SHX Text N

AutoCAD SHX Text

KEYPLAN

AutoCAD SHX Text

VA CONTRACT NO. VA250-17-C-0008

AutoCAD SHX Text

100%%% FINAL BID DOCUMENTS

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

MIDWESTERN

ISOMETRIC

LEVEL AA

LEVEL A

LEVEL B

LEVEL C

LEVEL D

PLAN NORTH

LEVEL E

STAFF ENTRY /

EXIT

PATIENT ENTRY /

EXIT

S-220

S-503

S-210

Bancroft-AE Project No. 16-121 www.bancroft-ae.com

700 Nicholas Blvd., Suite 300 Elk Grove Village, IL 60007 Telephone : 847.952.9362

WALKER

PARKING CONSULTANTS

525 Avis Drive, Suite 1 Ann Arbor, MI 48108

3815 Plaza Drive Ann Arbor, Michigan 48108

(734) 995-0200 • www.midwesternconsulting.com

Land Development • Land Survey • Institutional • Municipal Wireless Communications • Transportation • Landfill Services

S-101

LEVEL A PLAN

AutoCAD SHX Text 32'

AutoCAD SHX Text

AutoCAD SHX Text 16'

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text 8'

AutoCAD SHX Text

LEVEL A PLAN

AutoCAD SHX Text

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text

SEE ARCH FOR REM OF PLAN

AutoCAD SHX Text

1. REFERENCES: REFERENCES: GENERAL NOTES . . . . . . . . . . . . . . . . . . . S-001 S-001 EXTERIOR GRADE ELEVATIONS . . . . . . . . . . . CIVIL DRAWINGS CIVIL DRAWINGS STORAGE ROOM PLANS . . . . . . . . . . . . . . . ARCH DRAWINGS ARCH DRAWINGS FLOOR DRAIN LOCATIONS & DETAILS . . . . . . . PLUMBING DRAWINGS PLUMBING DRAWINGS 2. CONCRETE INTERIOR SLAB ON GRADE SHALL BE 5" THICK AND REINFORCED CONCRETE INTERIOR SLAB ON GRADE SHALL BE 5" THICK AND REINFORCED WITH #3 @ 18" OC EW PLACED 2" CLR FROM TOP OF SLAB. SLAB TO BE ON A MINIMUM 8" THICK MDOT 21AA CRUSHED LIMESTONE BASE. PROVIDE 1/2" JOINT FILLER AT GRADE SLAB AROUND COLUMNS, TYPICAL. 3. USE STRAIGHT LINE INTERPOLATION FOR FLOOR ELEVATIONS BETWEEN THOSE USE STRAIGHT LINE INTERPOLATION FOR FLOOR ELEVATIONS BETWEEN THOSE INDICATED. SEE 2/S-103 FOR PLAN ELEVATION KEY. 4. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN CIP WALLS PER 5/S-001 OR PROVIDE CONSTRUCTION OR CONTROL JOINTS IN CIP WALLS PER 5/S-001 OR 6/S-001. SEE ARCHITECTURAL ELEVATIONS ON A-201 & A-202 FOR LOCATIONS WHERE EXPOSED. 5. PROVIDE CORNER REINFORCEMENT FOR CIP WALLS PER 3/S-001 OR 4/S-001 PROVIDE CORNER REINFORCEMENT FOR CIP WALLS PER 3/S-001 OR 4/S-001 AS REQUIRED, TYPICAL. 6. PROVIDE CONTROL/CONSTRUCTION JOINTS IN GRADE SLAB PER 1 & 2/S-001.PROVIDE CONTROL/CONSTRUCTION JOINTS IN GRADE SLAB PER 1 & 2/S-001.

AutoCAD SHX Text ELEVATIONS ARE NOTED (+/-) WITH RESPECT TO BASE ELEVATION OF 803'-10" AT LEVEL A.

AutoCAD SHX Text

SLAB/WALL DETAIL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE EXISTING GRADE

AutoCAD SHX Text

REMOVE EXISTING GRADE

AutoCAD SHX Text

REMOVE EXISTING GRADE

AutoCAD SHX Text DRILL AND ANCHOR #3 x 3'-0" DOWEL @ 2'-0" OC INTO EXISTING SLAB. EMBED 4 1/2" MIN WITH HILTI HIT HY200 ADHESIVE OR APPROVED EQUIVALENT.

AutoCAD SHX Text

EXISTING GRADE SLAB (SHOWN SHADED)

AutoCAD SHX Text

EXISTING WALL (SHOWN SHADED)

AutoCAD SHX Text

REMOVE EXISTING WALL BELOW GRADE SLAB

AutoCAD SHX Text

(2) #5 X CONT

AutoCAD SHX Text DRILL AND ANCHOR #4 DOWEL W/ STD HOOK @ 48" OC. EMBED 4 1/2" MIN WITH HILTI HIT HY200 ADHESIVE OR APPROVED EQUIVALENT.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text -6"

AutoCAD SHX Text -1'-0"

AutoCAD SHX Text -3"

AutoCAD SHX Text -1"

AutoCAD SHX Text

AutoCAD SHX Text S-101

AutoCAD SHX Text

AutoCAD SHX Text S-504

AutoCAD SHX Text

AutoCAD SHX Text S-503

AutoCAD SHX Text

AutoCAD SHX Text S-502

AutoCAD SHX Text

AutoCAD SHX Text S-502

AutoCAD SHX Text

AutoCAD SHX Text S-503

AutoCAD SHX Text

AutoCAD SHX Text S-503

AutoCAD SHX Text

AutoCAD SHX Text S-502

AutoCAD SHX Text

OH

AutoCAD SHX Text

AutoCAD SHX Text S-502

AutoCAD SHX Text

AutoCAD SHX Text S-502

AutoCAD SHX Text

AutoCAD SHX Text S-210

AutoCAD SHX Text

AutoCAD SHX Text S-503

AutoCAD SHX Text

AutoCAD SHX Text S-503

AutoCAD SHX Text

AutoCAD SHX Text S-502

AutoCAD SHX Text

AutoCAD SHX Text S-503

AutoCAD SHX Text

AutoCAD SHX Text S-503

AutoCAD SHX Text

AutoCAD SHX Text S-502

AutoCAD SHX Text

NOTE 6

AutoCAD SHX Text -5'-6"

AutoCAD SHX Text -5'-9"

AutoCAD SHX Text -6"

AutoCAD SHX Text -6'-8"

AutoCAD SHX Text -5'-6"

AutoCAD SHX Text -5'-9"

AutoCAD SHX Text -1'-0"

AutoCAD SHX Text -10'-9 1/2"

AutoCAD SHX Text -10'-0"

AutoCAD SHX Text +2 1/2"

AutoCAD SHX Text +1'-0"

AutoCAD SHX Text -1'-2"

AutoCAD SHX Text -5"

AutoCAD SHX Text -3"

AutoCAD SHX Text -1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S-101

AutoCAD SHX Text IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THERE IS A MINIMUM OF 8'-2" HEADROOM BETWEEN ALL DRIVING SURFACES AND OVERHEAD BEAMS PRIOR TO PLACING CONCRETE.

AutoCAD SHX Text

STAIR 2

AutoCAD SHX Text

AutoCAD SHX Text

FD

AutoCAD SHX Text

FD

AutoCAD SHX Text

FD

AutoCAD SHX Text

FD

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING STRUCTURE

AutoCAD SHX Text

HORIZONTAL EXPANSION

AutoCAD SHX Text

AutoCAD SHX Text 12.1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 11.2

AutoCAD SHX Text B.1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 23.8

AutoCAD SHX Text -5'-9"

AutoCAD SHX Text

AutoCAD SHX Text S-502

AutoCAD SHX Text

AutoCAD SHX Text S-503

AutoCAD SHX Text

AutoCAD SHX Text S-502

AutoCAD SHX Text

AutoCAD SHX Text S-502

AutoCAD SHX Text

AutoCAD SHX Text S-502

AutoCAD SHX Text

OH

AutoCAD SHX Text

AutoCAD SHX Text S-503

AutoCAD SHX Text

AutoCAD SHX Text S-504

AutoCAD SHX Text

AutoCAD SHX Text S-504

AutoCAD SHX Text

AutoCAD SHX Text A-402

AutoCAD SHX Text

AutoCAD SHX Text A-402

AutoCAD SHX Text

AutoCAD SHX Text S-503

AutoCAD SHX Text

GRID 22-25

AutoCAD SHX Text

AutoCAD SHX Text S-504

AutoCAD SHX Text

AutoCAD SHX Text A-401

AutoCAD SHX Text

AutoCAD SHX Text S-502

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

ARCHITECT & ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 506-331

AutoCAD SHX Text

AutoCAD SHX Text

ANN ARBOR, MICHIGAN

AutoCAD SHX Text

CONSTRUCT NORTH

AutoCAD SHX Text

PARKING STRUCTURE

AutoCAD SHX Text

KJW

AutoCAD SHX Text

JBM

AutoCAD SHX Text 08-18-2017

AutoCAD SHX Text 03-06-2017

AutoCAD SHX Text

35% SCHEMATIC DESIGN SUBMISSION

AutoCAD SHX Text 04-19-2017

AutoCAD SHX Text

65% DESIGN DEVELOPMENT SUBMISSION

AutoCAD SHX Text 06-15-2017

AutoCAD SHX Text

95% CONSTRUCTION DOCUMENTS SUBMISSION

AutoCAD SHX Text 07-24-2017

AutoCAD SHX Text

100% BID DOCUMENTS-NOT FOR CONSTRUCTION

AutoCAD SHX Text 08-18-2017

AutoCAD SHX Text

100% FINAL BID DOCUMENTS

AutoCAD SHX Text N

AutoCAD SHX Text

KEYPLAN

AutoCAD SHX Text

VA CONTRACT NO. VA250-17-C-0008

AutoCAD SHX Text

100%%% FINAL BID DOCUMENTS

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

MIDWESTERN

ISOMETRIC

LEVEL AA

LEVEL A

LEVEL B

LEVEL C

LEVEL D

PLAN NORTH

LEVEL E

STAFF ENTRY /

EXIT

PATIENT ENTRY /

EXIT

S-515

S-515

A-401

S-504

Bancroft-AE Project No. 16-121 www.bancroft-ae.com

700 Nicholas Blvd., Suite 300 Elk Grove Village, IL 60007 Telephone : 847.952.9362

WALKER

PARKING CONSULTANTS

525 Avis Drive, Suite 1 Ann Arbor, MI 48108

3815 Plaza Drive Ann Arbor, Michigan 48108

(734) 995-0200 • www.midwesternconsulting.com

Land Development • Land Survey • Institutional • Municipal Wireless Communications • Transportation • Landfill Services

S-102

LEVEL B PLAN

AutoCAD SHX Text 32'

AutoCAD SHX Text

AutoCAD SHX Text 16'

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text 8'

AutoCAD SHX Text

LEVEL B PLAN

AutoCAD SHX Text

AutoCAD SHX Text

SEE ARCH FOR REM OF PLAN

AutoCAD SHX Text

1. SEE DRAWING S-103 FOR TYPICAL DRAWING NOTES AND LOCATIONS OF TYPICAL SEE DRAWING S-103 FOR TYPICAL DRAWING NOTES AND LOCATIONS OF TYPICAL DETAIL REFERENCES (UNLESS NOTED). 2. PROVIDE TRAFFIC COATING OVER ROOMS BELOW. EXTEND FROM EXPANSION PROVIDE TRAFFIC COATING OVER ROOMS BELOW. EXTEND FROM EXPANSION JOINT AT GRID 21 AND 1'-0" PAST EXTERIOR FACE OF WALLS BELOW. SEE NOTE 9 ON S-103 FOR ADDITIONAL INFORMATION. 3. PROVIDE EXTENDED DAP IN TEE STEMS AT UNDERSIDE OF LEVEL B FOR PROVIDE EXTENDED DAP IN TEE STEMS AT UNDERSIDE OF LEVEL B FOR HORIZONTAL FIRE PIPING. COORDINATE WITH FIRE PROTECTION DRAWINGS.

AutoCAD SHX Text 0"

AutoCAD SHX Text -3"

AutoCAD SHX Text -3"

AutoCAD SHX Text 0"

AutoCAD SHX Text -3"

AutoCAD SHX Text -10'-9 1/2"

AutoCAD SHX Text -10'-0"

AutoCAD SHX Text +9 1/4"

AutoCAD SHX Text +1'-0"

AutoCAD SHX Text -5"

AutoCAD SHX Text -5"

AutoCAD SHX Text -3"

AutoCAD SHX Text -3"

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text ELEVATIONS ARE NOTED (+/-) WITH RESPECT TO BASE ELEVATION OF 814'-10" AT LEVEL B.

AutoCAD SHX Text IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THERE IS A MINIMUM OF 8'-2" HEADROOM BETWEEN ALL DRIVING SURFACES AND OVERHEAD BEAMS PRIOR TO PLACING CONCRETE.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

FD

AutoCAD SHX Text

FD

AutoCAD SHX Text

FD

AutoCAD SHX Text

STAIR 2

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING STRUCTURE

AutoCAD SHX Text

HORIZONTAL EXPANSION

AutoCAD SHX Text

AutoCAD SHX Text 12.1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 11.2

AutoCAD SHX Text B.1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 23.8

AutoCAD SHX Text -5'-6"

AutoCAD SHX Text -5'-9"

AutoCAD SHX Text -6'-8"

AutoCAD SHX Text -5'-6"

AutoCAD SHX Text -5'-9"

AutoCAD SHX Text -5'-9"

AutoCAD SHX Text

EJ

AutoCAD SHX Text

NOTE 2

AutoCAD SHX Text

NOTE 3 GRID 23 TO 24

AutoCAD SHX Text

NOTE 3 GRID 19 TO 23

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

ARCHITECT & ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 506-331

AutoCAD SHX Text

AutoCAD SHX Text

ANN ARBOR, MICHIGAN

AutoCAD SHX Text

CONSTRUCT NORTH

AutoCAD SHX Text

PARKING STRUCTURE

AutoCAD SHX Text

KJW

AutoCAD SHX Text

JBM

AutoCAD SHX Text 08-18-2017

AutoCAD SHX Text 03-06-2017

AutoCAD SHX Text

35% SCHEMATIC DESIGN SUBMISSION

AutoCAD SHX Text 04-19-2017

AutoCAD SHX Text

65% DESIGN DEVELOPMENT SUBMISSION

AutoCAD SHX Text 06-15-2017

AutoCAD SHX Text

95% CONSTRUCTION DOCUMENTS SUBMISSION

AutoCAD SHX Text 07-24-2017

AutoCAD SHX Text

100% BID DOCUMENTS-NOT FOR CONSTRUCTION

AutoCAD SHX Text 08-18-2017

AutoCAD SHX Text

100% FINAL BID DOCUMENTS

AutoCAD SHX Text N

AutoCAD SHX Text

KEYPLAN

AutoCAD SHX Text

VA CONTRACT NO. VA250-17-C-0008

AutoCAD SHX Text

100%%% FINAL BID DOCUMENTS

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

MIDWESTERN

012 CG-103.pdf
CG-103 Storm Water Management Plan
013 CU-101.pdf
CU-101 Utility Plan
014 C-501.pdf
C-501 Site Details
016 L-501.pdf
L-501 Landscape Details
017 S-001.pdf
Sheets and Views
Layout1
018 S-100.pdf
Sheets and Views
Layout1
019 S-101.pdf
Sheets and Views
Layout1
020 S-102.pdf
Sheets and Views
Layout1
021 S-103.pdf
Sheets and Views
Layout1
022 S-104.pdf
Sheets and Views
Layout1
023 S-105.pdf
Sheets and Views
Layout1

File details come from the government source that posted it.