36C25018B0093-00001020.pdf

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

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FOUNDATION PLAN

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SEE ARCH FOR REM OF PLAN

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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.

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(FOR PILES)

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PILE CAP MARK

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GRID

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GRID

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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.

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TOP OF PILE CAP ELEVATION ETC

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FOUNDATION LEGEND

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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.

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NOT TO SCALE

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REMAINDER OF EXISTING FOUNDATIONS NOT SHOWN

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SLEEVE

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GRADE

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ALL PIPES TO CLEAR SLEEVES BY 2" CAULK ALL AROUND

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CIP WALL

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PILE CAP

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PIPE @ WALL & FOOTING DETAIL

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NOT TO SCALE

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(P1) PC5

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(P1) PC4C

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NOTE 14 TYP

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NOTE 14 TYP

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STEP FOOTING

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795'-6" VIF

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PLAN NORTH

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STEP FOOTING SEE 2/S-501

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STEP FOOTING

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(P1) PC7B

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(P1) PC7B

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(P1) PC7B

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PC7A

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PC7D

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(P5) PC6

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(P5) PC7C

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(P5) PC7C

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800'-0" VIF

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802'-0" VIF

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(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"

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(P5) PC7C

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STAIR 2

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EXISTING STRUCTURE

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HORIZONTAL EXPANSION

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NOTE 13

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NOTE 13

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PC14

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(P5) PC4B

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NOTE 14

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TYP

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NOTES 12 & 17

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AutoCAD SHX Text 791'-3"

AutoCAD SHX Text 794'-9"

AutoCAD SHX Text 798'-3"

AutoCAD SHX Text 796'-6"

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4/S-501 (TYP) @ CONTRACTORS OPTION

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ARCHITECT & ENGINEERS:

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one and one half inches = one foot

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VA FORM 08-6231

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AutoCAD SHX Text 506-331

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ANN ARBOR, MICHIGAN

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CONSTRUCT NORTH

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PARKING STRUCTURE

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KJW

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JBM

AutoCAD SHX Text 08-18-2017

AutoCAD SHX Text 03-06-2017

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35% SCHEMATIC DESIGN SUBMISSION

AutoCAD SHX Text 04-19-2017

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65% DESIGN DEVELOPMENT SUBMISSION

AutoCAD SHX Text 06-15-2017

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95% CONSTRUCTION DOCUMENTS SUBMISSION

AutoCAD SHX Text 07-24-2017

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100% BID DOCUMENTS-NOT FOR CONSTRUCTION

AutoCAD SHX Text 08-18-2017

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100% FINAL BID DOCUMENTS

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KEYPLAN

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VA CONTRACT NO. VA250-17-C-0008

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100%%% FINAL BID DOCUMENTS

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CONSULTANTS:

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MIDWESTERN

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CONSULTING