36C25018B0093-00001029.pdf

PILE CAP NOTES:

NOTE: REMAINDER OF REINF NOT SHOWN FOR CLARITY.

CIP WALL

CJ

2'-0"

TOP BARS W/ STD

HOOK @ ENDS

1"

EDGE OF PRECAST

S E

E

S

WALL STEP DETAIL

P/C LIGHTWALL

WALL CAP/COLUMN CAP CJ DETAIL

@ CONTRACTORS OPTION

CJ @ CONTRACTORS

OPTION

3'-0" MIN

COLUMN CAP (REINF NOT

SHOWN FOR CLARITY)

WALL CAP

EXTEND TOP & BOT

WALL CAP

REINFORCEMENT

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-501

FOUNDATION SCHEDULE AND

DETAILS

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PILE CAP SCHEDULE

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MARK

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PC6

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PC5

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DEPTH

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REMARKS

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(SEE PILE CAPS & 1/S-501)

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CAP REINF

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PC4A

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#9 @ 8" EW BOT

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PC14

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PC4B

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PC4C

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PC7A

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PC7B

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PC7C

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#9 @ 8" EW BOT

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#9 @ 8" EW BOT

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(12) #10 LONG BOT

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(11) #10 TRANS BOT

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#10 @ 12" EW BOT

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#6 @ 12" EW TOP

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#8 @ 12" EW TOP

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#10 @ 12" EW BOT

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#6 @ 12" EW TOP

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#6 @ 12" EW TOP

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#6 @ 12" EW TOP

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#9 @ 8" EW BOT

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#6 @ 12" EW TOP

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#9 @ 6" EW BOT

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#6 @ 12" EW TOP

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PC7D

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(12) #10 LONG BOT

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(11) #10 TRANS BOT

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#10 @ 8" EW BOT

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#6 @ 12" EW TOP

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COLUMN/PILE CAP DETAIL

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3" CLR TO TIES

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NOTE: 16" DIA 100 TON PILES TYPICAL.

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SEE PLAN

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(6) #7 x 25'-0" VERT W/ #3 TIES @ 10" OC. PROVIDE (3) TIES @ 3" @ BOT OF CAP. SEE NOTE 7

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CIP PILE CAP, SEE PILE CAP PLANS & SCHED FOR SIZE & REINF

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180° HOOK TYP

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PRECAST COL @ INTERIOR GRIDS

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COL BASE - SEE 1/S-510

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SEE S502 FOR DOWELS @ PILASTERS AND WALL DETAILS FOR WALL DOWELS

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NOT TO SCALE

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PILE CAP-PC4B

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PILE CAP-PC7A

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PILE CAP-PC7B

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1. FOR GENERAL NOTES SEE DRAWING S-001. FOR GENERAL NOTES SEE DRAWING S-001. 2. SEE PILE CAP PLANS ON THIS DRAWING AND 1/S-501 FOR SEE PILE CAP PLANS ON THIS DRAWING AND 1/S-501 FOR TYPICAL PILE CAP DETAIL. 3. ALL REINF SHALL BE PLACED AT EVEN SPACING UNLESS NOTED ALL REINF SHALL BE PLACED AT EVEN SPACING UNLESS NOTED OTHERWISE. 4. ALL BOTTOM PILE CAP REINF SHALL HAVE STD HOOKS @ ENDS. ALL BOTTOM PILE CAP REINF SHALL HAVE STD HOOKS @ ENDS. 5. LONGITUDINAL REINF ARE THE LONGER BARS, AND SHALL BE LONGITUDINAL REINF ARE THE LONGER BARS, AND SHALL BE PLACED AT THE LOWER LAYER FOR BOTTOM REINFORCEMENT AND UPPER LAYER FOR TOP REINF. 6. BOTTOM OF PILE ELEV OF 750' IS ESTIMATED AVERAGE ELEVATION BOTTOM OF PILE ELEV OF 750' IS ESTIMATED AVERAGE ELEVATION FOR BIDDING PURPOSES ONLY AND BASED ON GEOTECHNICAL REPORT REFERENCED IN GENERAL NOTES. FINAL ELEVATION MUST BE VERIFIED BY GEOTECHNICAL ENGINEER. 7. VERT. PILE REINF LENGTHS ARE FROM BOTTOM OF PILE CAP. VERT. PILE REINF LENGTHS ARE FROM BOTTOM OF PILE CAP. TENSION PILES REQUIRE REINFORCEMENT TO EXTEND FULL LENGTH OF PILES. 8. FOR PILES BETWEEN SCHEDULED CAPS, PROVIDE PILE REINF SAME FOR PILES BETWEEN SCHEDULED CAPS, PROVIDE PILE REINF SAME AS DETAILED ON 1/S-501 EXCEPT FOR 2'-0" EMBEDMENT OF PILE REINF INTO 2'-0" DEEP CAP WHERE EMBEDMENT MUST BE REDUCED TO 1'-5". 9. CONTRACTOR IS RESPONSIBLE FOR ALL ENGINEERING COSTS AND CONTRACTOR IS RESPONSIBLE FOR ALL ENGINEERING COSTS AND REQUIRED FOUNDATION MODIFICATION COSTS DUE TO TOLERANCE ISSUES RELATED TO INSTALLED PILES.

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3"CLR

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CLASS B LAP SPLICE. BAR MAY BE CONT @ GC OPTION.

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SAME NO & SIZE AS FTG REINF

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FOOTINGS SHALL STEP A MAX OF 2'-0" VERT IN 4'-0" HORIZ

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STEP FOOTING DETAIL

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

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NOTE::

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7" CLR @ PILE CAPS

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PILE LOCATION VARIES

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PILE CAP-PC4A

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PILE CAP-PC6

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PILE CAP-PC7D

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PILE CAP-PC5

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PILE CAP-PC14

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PILE CAP-PC7C

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PILE CAP-PC4C

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NOT TO SCALE

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NOT TO SCALE

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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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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = 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

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65% DESIGN DEVELOPMENT SUBMISSION

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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