36C25518R0074-00001005.pdf

GRID

GRID

CIP

PRECAST CONCRETE

CMU

TRAFFIC TOPPING

DETAIL TITLE

SYMBOL

DETAIL NUMBER

DETAIL TITLE

PLAN TITLE

SYMBOL

MATCH LINE

TO TIER

REVISION SYMBOL

REVISION NUMBER

REVISED AREA

CLOUD AROUND

REVISED AREA

COLUMN LINE

DATUM LINE

XX

TITLE

1/16" = 1'-0"

DETAIL NUMBER

DETAIL TITLE

XX

TITLE

1/16" = 1'-0"

WALL SECTION & SLAB

PROFILE SYMBOL

DIRECTION OF VIEW

BUILDING SECTION

LETTER

DRAWING REFERENCE

NUMBER

ELEVATION SYMBOL

DIRECTION OF VIEW

BUILDING SECTION

LETTER

DRAWING REFERENCE

NUMBER

SECTION DETAIL

SYMBOL

DIRECTION OF VIEW

BUILDING SECTION

LETTER

DRAWING REFERENCE

NUMBER

ENLARGED PLAN

OR DETAIL

DETAIL NUMBER

DRAWING REFERENCE

NUMBER

DETAIL

X

X-XXX

X-XXX

XX

X-XXX

XX

X-XXX

XX

X-XXX

XX SIM

TO TIER

LEVEL NAME

0'-0"

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-000

DRAWING INDEX AND STRUCTURAL SYMBOLS

EXPAND PARKING GARAGE 589-401

RES MAP

DRAWING INDEX - STRUCTURAL

NO: SHEET NAME

S-000 DRAWING INDEX AND STRUCTURAL SYMBOLS

S-001 GENERAL NOTES

S-002 3D VIEWS

S-003 3D VIEWS

S-100 BID ITEM 1, 2 AND 3 (DEDUCT) FOUNDATION PLAN

S-101 BID ITEM 1, 2 AND 3 (DEDUCT) LEVEL P1 PLAN

S-102 BID ITEM 1, 2 AND 3 (DEDUCT) LEVEL P2 PLAN

S-103 BID ITEM 1 AND 2 (DEDUCT) LEVEL P3 PLAN

S-104 BID ITEM 1 (BASE BID) LEVEL P4 PLAN

S-110 BID ITEM 4, 5 AND 6 (DEDUCT) FOUNDATION PLAN

S-111 BID ITEM 4, 5 AND 6 (DEDUCT) LEVEL P1 PLAN

S-112 BID ITEM 4, 5 AND 6 (DEDUCT) LEVEL P2 PLAN

S-113 BID ITEM 3, 4, 5 AND 6 (DEDUCT) LEVEL P3 PLAN

S-114 BID ITEM 2, 3 AND 4 (DEDUCT) LEVEL P4 PLAN

S-115 BID ITEM 5 (DEDUCT) LEVEL P4 PLAN

S-301 LONGITUDINAL BUILDING SECTION

S-321 PRECAST SHEAR WALL

S-401 STAIR C - ENLARGED PLAN

S-402 STAIR D - ENLARGED PLAN

S-403 P/C PANEL ELEVATIONS

S-410 STAIR DETAILS

S-411 STAIR DETAILS

S-412 STAIR DETAILS

S-501 STRUCTURAL DETAILS

S-502 WATERPROOFING DETAILS

S-510 SLAB ON GRADE / FOUNDATION DETAILS

S-511 FOUNDATION DETAILS / SECTIONS INCLUDING SLAB ON GROUND DETAILS

S-512 FOUNDATION DETAILS

S-520 PRECAST BEAM DETAILS

S-521 PRECAST TEE DETAILS

S-522 PRECAST STRUCTURAL DETAILS

S-523 STRUCTURAL DETAILS

S-524 BID ITEM DEDUCT DETAILS

S-551 PRECAST COLUMN DETAILS

S-691 LAP BAR SCHEDULE

STRUCTURAL MATERIAL

DESIGNATION

STRUCTURAL CALLOUTS AND

SYMBOLS

DRAWING INDEX - ARCHITECTURAL GRAPHICS

NO: SHEET NAME

AG100 OVERALL STRIPING PLAN

AG101 BID ITEM 1, 2 AND 3 (DEDUCT) LEVEL P1 PLAN

AG102 BID ITEM 1, 2 AND 3 (DEDUCT) LEVEL P2 PLAN

AG103 BID ITEM 1 AND 2 (DEDUCT) LEVEL P3 PLAN

AG104 BID ITEM 1 (BASE BID) LEVEL P4 PLAN

AG111 BID ITEM 4, 5 AND 6 (DEDUCT) LEVEL P1 PLAN

AG112 BID ITEM 4, 5 AND 6 (DEDUCT) LEVEL P2 PLAN

AG113 BID ITEM 3, 4, 5 AND 6 (DEDUCT)LEVEL P3 PLAN

AG114 BID ITEM 2, 3 AND 4 (DEDUCT) LEVEL P4 PLAN

AG115 BID ITEM 5 (DEDUCT) LEVEL P4 PLAN

AG201 PHASE I LEVEL P1 PLAN

AG202 PHASE I LEVEL P2 PLAN

AG203 PHASE I LEVEL P3 PLAN

AG204 PHASE I LEVEL P4 PLAN

AG401 ENLARGED PLANS

AG501 STRIPING DETAILS

AG601 SIGN SCHEDULE AND COMPONENTS

AG602 SIGN DETAILS

AG701 SIGN MOUNTING DETAILS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-001

GENERAL NOTES

EXPAND PARKING GARAGE 589-401

RES MAP

1. "PHASE I EXISTING STRUCTURE" IS THE EXISTING

PARKING STRUCTURE LOCATED BETWEEN LINES A AND

C. "PHASE II" IS THE PARKING STRUCTURE TO BE

CONSTRUCTED PER THESE CONTRACT DRAWINGS.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-002

3D VIEWS

EXPAND PARKING GARAGE 589-401

RES MAP

SEE SHEETS S-100, S-101, S-102, S-103, S-104

AG101, AG102, AG103, AG104

SEE SHEETS S-100, S-101, S-102, S-103, S-114

AG101, AG102, AG103, AG114

SEE SHEETS S-110, S-111, S-112, S-113, S-114

AG111, AG112, AG113, AG114

SEE SHEETS S-100, S-101, S-102, S-113, S-114

AG101, AG102, AG113, AG114

N

S

W

E

N

S

W

E

N

S

W

E

N

S

W

E

BID ITEM 1 (BASE BID) BID ITEM 2 (DEDUCT)

GENERAL SHEET NOTES

BID ITEM 3 (DEDUCT) BID ITEM 4 (DEDUCT)

1. "PHASE I EXISTING STRUCTURE" IS THE EXISTING

PARKING STRUCTURE LOCATED BETWEEN LINES A AND

C. "PHASE II" IS THE PARKING STRUCTURE TO BE

CONSTRUCTED PER THESE CONTRACT DRAWINGS.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-003

3D VIEWS

EXPAND PARKING GARAGE 589-401

RES MAP

SEE SHEETS S-110, S-111, S-112, S-113, S-115

AG111, AG112, AG113, AG115

SEE SHEETS S-110, S-111, S-112, S-113

AG111, AG112, AG113

N

S

W

E

N

S

W

E

GENERAL SHEET NOTES

BID ITEM 5 (DEDUCT) BID ITEM 6 (DEDUCT)

3" MINIMUM ALL AROUND DRILLED PIER

UNLESS NOTED OTHERWISE

R E

IN

F

O R

C E

M E

N T

L E

N G

T H

S

E E

D R

IL

L E

D P

IE

R

S C

H E

D U

L E

4" CLEAR

TO TIES

d b

SHAFT DIAMETER

SEE SCHEDULE

T Y

P

IC

A L

A T

S H

E A

R W

A L L S

D

P

R O

C K

S O

C K

E T

S E

E N

O T

E

GRADE BEAM OR PIER CAP

DEPTH SEE SCHEDULE

PERMANENT OR, TEMPORARY STEEL

CASING, SEE NOTE 16. REMOVE

TEMPORARY CASING DURING

PLACEMENT OF CONCRETE

KEEPING A HEAD OF CONCRETE 96

INCHES. SEE GEOTECH REPORT

REFERENCED IN GENERAL NOTES.

DRILLED PIER BELOW

DRILLED PIER CAP WHERE SHOWN,

SEE FOUNDATION PLAN, SCHEDULE

AND DETAIL D8/S-512

"db" = TIE DIAMETER

ANCHOR BOLTS, SEE DETAIL

A1/S-551, C1/S-551, F1/S-551, AND F2/S-551.

STANDARD HOOK

UNLESS NOTED

OTHERWISE

SEE DRILLED PIER SCHEDULE

FOR VERTICAL REINFORCEMENT

AND TIES (PROVIDE (3) TIES @ 3"

ON CENTER TOP)

T.O. DRILLED PIER,

T.O. GRADE BEAM, OR

T.O. PIER CAP

ELEVATION WHERE

SHOWN, SEE FOUNDATION

PLAN

(3) TIES @ 3" ON CENTER

ELEVATION TOP OF SOUND

MASSIVE LIMESTONE

BEDROCK DETERMINED IN

FIELD BY GEOTECHNICAL

ENGINEER SEE NOTE 14

PIER CAP REINFORCING, SEE

SCHEDULE AND DETAIL D8/S-512

PROVIDE CLASS B LAP ON

D.P.C. LONGITUDINAL AND

TRANSVERSE REINFORCEMENT

ROTATE STANDARD

HOOKS AWAY FROM

ANCHOR BOLT LOCATION

C

C1

S-401

C1

S-402

D

E

F

G

H

1.1 2 3 4 5 6 7 8 9 10 10.9 11

1'-0" 12'-3" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 12'-3" 1'-0"

314'-6"

F.4

725'-3"

DPC-3 DP-3

725'-3"

DP-2DPC-4

725'-3"

DPC-4 DP-2

725'-3"

DPC-4 DP-2

725'-3"

DP-2DPC-4

725'-3"

DPC-4 DP-2

725'-3"

DPC-4 DP-2

725'-6"

DPC-4 DP-2

725'-6"

DPC-3 DP-3

726'-6"

DPC-9 DP-6

723'-2"

DPC-1 DP-1

723'-2"

DPC-1 DP-1

723'-6"

DPC-1 GB-1DP-4 DP-4

723'-6"

DPC-1

724'-3"

DPC-1 DP-1

724'-3"

DPC-1 DP-1

724'-6"

DPC-1 DP-1

721'-2"

DPC-1 DP-1

721'-9"

DPC-1

GB-1

DP-4 DP-4

721'-9"

DPC-1

723'-3"

DPC-1 DP-1

722'-10"

DPC-1 DP-1

722'-0"

DPC-4 DP-3

722'-0"

DPC-4 DP-2

722'-6"

DPC-4 DP-2

722'-9"

DPC-4

723'-0"

DPC-4

723'-3"

DPC-4 DP-2

723'-6"

DPC-4 DP-2

723'-6"

DPC-4 DP-2

723'-6"

DPC-4 DP-3

723'-6"

DP-6DPC-5

720'-6"

DPC-5 DP-6

720'-6"

DPC-2 DP-6

DP-5

DP-5

DP-5

DP-5

690'-0"

695'-0" 695'-0" 695'-0" 695'-0" 695'-0" 695'-0" 695'-0" 695'-0"

695'-0"

690'-0"

680'-0"

680'-0"

675'-0"

680'-0" 685'-0" 690'-0" 690'-0" 690'-0" 690'-0" 695'-0" 695'-0"

695'-0"

700'-0"

680'-0" 685'-0" 685'-0" 690'-0" 690'-0" 695'-0" 700'-0"

680'-0" 680'-0" 685'-0" 685'-0" 690'-0" 690'-0" 695'-0" 695'-0" 700'-0"

680'-0" 700'-0"

DP-2 DP-2

A8

S-511

E8

S-511

A8

S-511

F4

S-511

D1

S-512

D1

S-512

F5

S-512

G TO H

F5

S-512

G TO H

F3

S-512

F3

S-512

B6

S-511

D5

S-512

B6

S-511

D5

S-512

F5

S-512

TYP LINE H

F1

S-512

3 TO 8

D5

S-512

SIM

NOTE 20

NOTE 20

NOTE 20

NOTE 20

NOTE 20

NOTE 19

NOTE 19

720'-6"

GB-3

723'-6"

724'-0"

GB-3

721'-9"

NOTE 21

NOTE 21

NOTE 21

NOTE 21

E1

S-501

F7

S-501

717'-6"

717'-6"

ETF

ETF

ETF

723'-8"

724'-8"

ETF GB-5

724'-0"

724'-8"

ETF

724'-8"

ETF

720'-6"

GB-5

D5

S-512

FROM D TO

SHEAR WALL

6" TO CL OF DP

723'-6"

GB-5

C4

S-511

C4

S-511

6" TO CL OF DP

FROM E TO

SHEAR WALL

720'-6"

GB-5

OH

C1

S-511

D3

S-512

D TO E

SIM

720'-6"

ETF

D3

S-510

BOTH

ENDS OF

GB3

D3

S-510

BOTH

ENDS OF

GB3

NOTE 22

NOTE 22

NOTE 23

NOTE 23

NOTE 23

NOTE 23

NOTE 23

DP-1

DP-1 DP-1

DP-1

S-321D7 S-321D7

S-321

D4

S-321

D4

NOTE 19

NOTE 19NOTE 19

NOTE 20

NOTE 19

NOTE 19

NOTE 22

1. REFER TO SHEET S-001 FOR GENERAL NOTES.

2. PROVIDE 3" CLEAR COVER FOR ALL BOTTOM

REINFORCEMENT AND 2" CLEAR FOR ALL TOP

REINFORCEMENT, UNLESS NOTED.

3. ALL COLUMNS AND DRILLED PIERS ARE CENTERED ON

GRID LINES, UNO.

4. GENERAL CONTRACTOR: ANCHOR BOLTS, EMBED

PLATES, REINFORCING BAR CAGES WITH NMB SPLICES

(OR SIMILAR) OR ANY OTHER CONNECTION MATERIALS

THAT CONNECT THE PRECAST CONCRETE MEMBERS TO

THE CIP CONCRETE FOUNDATIONS ARE TO BE CLOSELY

COORDINATED WITH THE PRECAST SUPPLIER TO FULLY

UNDERSTAND THE LARGE MAGNITUDE OF THE EMBEDS

TO BE INSTALLED AND THE TIGHT TOLERANCES

REQUIRED.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE

DESIGN AND CONSTRUCTION OF ALL TEMPORARY

EXCAVATION BRACING, SHEETING AND SHORING.

6. COORDINATE PENETRATIONS IN WALLS, GRADE BEAMS,

AND P/C MEMBERS WITH MEP AND CIVIL DRAWINGS.

SHOW PENETRATIONS ON ALL SHOP DRAWINGS. VERIFY

FINAL LOCATION WITH STRUCTURAL BEFORE

CONSTRUCTING. SEE DETAIL F1/S-501 AND DETAIL F1/S-

510.

7. INTERCONNECTING GRADE BEAMS AND PIER CAPS

SHALL BE FINISHED IN THEIR ENTIRETY BEFORE

PRECAST IS ERECTED.

8. FOR UTILITIES NEAR FOUNDATIONS, SEE DETAIL F1/S-

510.

9. SEE CIVIL DRAWINGS FOR EXTERIOR GRADES,

UTILITIES, ADJACENT STRUCTURES AND PROPERTY

LINES. NOTIFY ENGINEER OF ANY CONFLICTS

IMMEDIATELY.

10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL

DRAWINGS.

11. SEE DRAWING S-101 FOR GRADE SLAB AND SUBGRADE

INFORMATION.

12. FOR ANCHOR BOLT REQUIREMENTS, SEE DETAILS A1/S-

551, C1/S-551, F1/S-551 AND F2/S-551.

13. CONTRACTOR TO PROTECT SUBGRADE FROM DAMAGE

DUE TO WEATHER.

14. TOP OF BEDROCK ELEVATION IS ESTIMATED BASED ON

ELEVATIONS OF SOUND MASSIVE LIMESTONE BEDROCK

PER BORINGS IN THE GEOTECHNICAL REPORT.

ESTIMATED BOTTOM OF DRILLED PIER ELEVATIONS ARE

FOR BIDDING PURPOSES ONLY. ADD 2'-0" TYPICALLY

FOR ROCK SOCKETS AND 3'-0" FOR DRILLED PIERS AT

EACH END OF SHEARWALLS. ASSUME 5'-0"

VERIFICATION HOLE IN AT LEAST 25% OF THE PIER

BOTTOMS. FINAL ELEVATION MUST BE VERIFIED BY

GEOTECHNICAL ENGINEER.

15. SEE SCHEDULES THIS SHEET FOR GRADE BEAM,

DRILLED PIER CAP, AND DRILLED PIER SIZES,

REINFORCING, ETC.

16. PER THE GEOTECHNICAL REPORT, CASING MAY BE

REQUIRED DUE TO HIGH GROUNDWATER LEVELS,

LOOSE SOIL, ETC. TEMPORARY CASING IS REQUIRED

FOR ALL DOWNHOLE INSPECTIONS. SEE

GEOTECHNICAL REPORT FOR FURTHER INFORMATION.

17. PROVIDE PERIMETER DRAINAGE SYSTEM CONSISTING

OF PERFORATED PIPE, FREE DRAINING AGGREGATE

AND GEOTEXTILE FILTER FABRIC. SEE THE

GEOTECHNICAL SUPPLEMENTAL LETTER DATED MARCH

21, 2014.

18. TAKE THE EXCAVATION AN ADDITIONAL 2'-0" BELOW

GRADE BEAMS AND DRILLED PIER CAPS AND BRING

BACK TO DESIGN BASE WITH GRANULAR FILL. SEE

GEOTECHNICAL SUPPLEMENTAL LETTER DATED MARCH

21, 2014.

19. THESE REPRESENT UNDERGROUND UTILITY LINES

WHICH ARE EITHER ABANDONED OR TO BE REMOVED.

SEE CIVIL.

20. UTILITY LINE TO REMAIN, WHERE NOTED. IT IS

CONTRACTOR'S RESPONSIBILITY TO LOCATE AND

PROTECT AS REQUIRED WHILE EXCAVATING AND

CONSTRUCTING FOUNDATIONS. SEE CIVIL.

21. EXISTING ABANDONED STORM PIPE NEAR THIS

LOCATION. CORE THROUGH IF LOCATION CONFLICTS

WITH DRILLED PIER LOCATION. PROVIDE PERMANENT

STEEL CASING FOR THIS DRILLED PIER.

22. EXPECT UTILITY LINES UNDER WALLS/FOOTINGS OF

WEST SNOW DUMP AREA AND ELECTRICAL ROOM. SEE

DETAIL F1/S-510.

23. UNCOVER AND SURVEY LOCATION OF UTILITIES TO

REMAIN. COORDINATE WITH PRECASTER FOR GAPS OR

CUTOUTS NEEDED IN PRECAST GRADE WALLS.

NOTES:

1. SEE GRADE BEAM SCHEDULE AND GRADE BEAM NOTES FOR ADDITIONAL INFORMATION.

EQ EQ

S S

GRADE BEAM MARK, SEE

SCHEDULE THIS SHEET

GBX

XXX'-XX"

TOP OF GRADE BEAM

ELEVATION

GRADE BEAM

GRADE BEAM STEP LOCATION,

SEE DETAIL D6/S-511

C GRADE WALL UNOL

GRID

GRID

DPC-XX

DRILLED PIER CAP

WHERE SHOWN

DRILLED PIER

COLUMN

NOTES:

1. SEE DRILLED PIER SCHEDULE AND DRILLED

PIER NOTES FOR ADDITIONAL INFORMATION.

2. SEE DRILLED PIER CAP SCHEDULE FOR

ADDITIONAL INFORMATION.

3. FOR TOP OF DRILLED PIER SEE F7/S-100

DRILLED PIER MARK

DP-XX

XXX'-XX"/XXX'-XX"

TOP OF DRILLED PIER CAP

ELEVATION ETC

DRILLED PIER CAP

MARK

ESTIMATED BOTTOM OF

DRILLED PIER ELEVATION.

SEE NOTE 14.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-100

BID ITEM 1, 2 AND 3 (DEDUCT) FOUNDATION

PLAN

EXPAND PARKING GARAGE 589-401

RES MAP

0 8' 16' 32'

1/16" = 1'-0"

1/16" = 1'-0"F3

FOUNDATION PLAN

(BID ITEM 1, 2 AND 3)

GENERAL SHEET NOTES

N

S

W

E

D7

FOUNDATION GRADE BEAM

LEGEND

B7

STRUCTURAL FOUNDATION

LEGEND (FOR DRILLED PIERS)

F7

DRILLED PIER AND CAP DETAIL

DRILLED PIER SCHEDULE (SEE DETAIL F7/S-100)

MARK

SIZE REINFORCING

REMARKS

SHAFT

DIAMETER

VERTICAL

REINFORCEMENT TIES

REINFORCEMENT

LENGTH

DP-1 5' - 0" (12) #10 #4 @ 18" OC 15'-0"

DP-2 4' - 0" (7) #10 #4 @ 18" OC 15'-0"

DP-3 3' - 6" (7) #9 #4 @ 18" OC 15'-0"

DP-4 5' - 0" (18) #11 #4 @ 18" OC FULL LENGTH

DP-5 4' - 0" (16) #10 #4 @ 18" OC FULL LENGTH

DP-6 3' - 0" (8) #10 #3 @ 16" OC FULL LENGTH REINF. LENGTH = 15'-0" AT H/1 &

H/11

GRADE BEAM SCHEDULE (SEE DETAILS B8 AND F8/S-512)

MARK

SIZE (INCHES) LONGITUDINAL REINFORCEMENT

CLOSED TIES/ STIRRUPS REMARKSW D TOP BOTTOM

SIDE REINFORCING

EACH FACE

GB-1 5' - 6" 4' - 0" (8) #10 (19) #11 #6 @ 8" OC #5 - 3 @ 4", 10 @ 6", REMAINDER @ 12" 4 LEGS

GB-3 4' - 6" 4' - 0" (7) #10 (10) #10 #6 @ 8" OC #5 - 3 @ 4", 10 @ 6", REMAINDER @ 16" 4 LEGS

GB-4 1' - 6" 3' - 0" (3) #6 (4) #9 #5 @ 12" OC #4 - 3 @ 4", 10 @ 6", REMAINDER @ 12" 2 LEGS

GB-5 1' - 6" 4' - 0" (3) #10 (5) #10 #5 @ 12" OC #4 - 3 @ 4", 10 @ 6", REMAINDER @ 12" 2 LEGS

DRILLED PIER CAP SCHEDULE (SEE DETAIL D8/S-512)

MARK

SIZE REINFORCING

REMARKSLENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE HORIZONTAL

DPC-1 5' - 6" 5' - 6" 3' - 0" (8) #5 TOP AND BOTTOM (8) #5 TOP AND BOTTOM #4 @ 18" OC

DPC-2 4' - 6" 3' - 6" 4' - 0" (5) #5 TOP AND BOTTOM (6) #5 TOP AND BOTTOM #4 @ 18" OC

DPC-3 4' - 0" 4' - 0" 3' - 0" (5) #5 TOP AND BOTTOM (5) #5 TOP AND BOTTOM #4 @ 18" OC

DPC-4 4' - 6" 4' - 6" 3' - 0" (6) #5 TOP AND BOTTOM (6) #5 TOP AND BOTTOM #4 @ 18" OC

DPC-5 6' - 6" 4' - 6" 3' - 0" (6) #5 TOP AND BOTTOM (9) #5 TOP AND BOTTOM #4 @ 18" OC

DPC-6 5' - 0" 5' - 0" 4' - 0" (8) #6 TOP AND BOTTOM (8) #6 TOP AND BOTTOM #4 @ 18" OC

DPC-7 5' - 6" 5' - 6" 4' - 0" (8) #5 TOP AND BOTTOM (8) #5 TOP AND BOTTOM #4 @ 18" OC

DPC-8 5' - 9" 4' - 6" 4' - 0" (6) #5 TOP AND BOTTOM (8) #5 TOP AND BOTTOM #4 @ 18" OC

DPC-9 4' - 6" 3' - 6" 6' - 6" (5) #5 TOP AND BOTTOM (6) #5 TOP AND BOTTOM #4 @ 18" OC

FD FD FD FD

FD FD FD

ELEVATION

PLAN

ELEVATION

PLAN

FACE OF BEAM

FACE OF WALL

PROVIDE WASH

AS REQUIRED

SEE PLAN

PROVIDE WASH

AS REQUIRED

SEE PLAN

S E

E S

T R

U C

T U

R A

L D

E T

A

IL

S S

E E

S T

R U

C T

U R

A L

D E

T A

IL

S

AT TOPPED TEE

AT SLAB ON GRADE

GRID

GRID

FLOOR ELEVATION AT

COLUMN CENTER

LINE,

TYPICAL

X

XX

X'-X X"

P/C COLUMN

1"

P/C PANEL

P/C PANEL

V-GROOVE TO

MATCH PANEL

JOINTS

SEALANT ALL

AROUND

CONNECTION BY

PRECASTER,

SEE C5/S-410 SIM

FD

C

C3

S-401

C3

S-402

D

E

F

G

H

1.1 2 3 4 5 6 7 8 9 10 10.9 11

1'-0" 12'-3" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 12'-3" 1'-0"

314'-6"

F.4

STAIR C STAIR D

5" CONCRETE SLAB ON GRADE,

TYPICAL. SEE NOTE 7

CONTROL JOINTS,

TYPICAL, SEE D7

AND F7/S-510

SNOW DUMP

AREA

SNOW DUMP

AREA

EXISTING PHASE I

PARKING STRUCTURE

SEE NOTE 14

ELECTRICAL

ROOM

3'-6"

9'-4"

SEE NOTE 15

F1

S-101

727'-0"

727'-0"

726'-9"

726'-9"

724'-8"

3'

-5

723'-3"

723'-3"

722'-8" 723'-8"

723'-3"

724'-3"

724'-8"

725'-3"

725'-0"

725'-6" 72 5' -3

" 725'-9"

725'-9" 72 6' -4

725'-1 0 1

/2

5'

-7

726'-1"

726'-9 " 726'-9"

726'-9"

726'-9"

726'-9" 72 6' -9

728'-8" 728'-8

723'-5"

3'

-5

3'

-5

3'

-5

3'

-1 1"

4'

-2

/2

4'

-6

4' -9

/2

5'

-0

5' -2

" 725'-5"

725'-9"

5'

-9 "723'-10"

724'-2 1/2"

724'-7"

6' -8

"726'-8"

727'-0 " 727'-0"

727'-0

727'-0

726'-8

726'-9

726'-9"

727'-0

726'-3

727'-0

726'-9 "72

6' -8

6' -3

7' -0

726'-9

727'-0

726'-9 "726'-8

727'-0

727'-0"5

730'-6"

ETW

ETW

GRID 3 TO 8

730'-6"

ETW

730'-6"

ETW

732'-5"

ETW

730'-9"

ETW

732'-5"

A7

S-510

A7

S-510

A5

S-510

FLOOR DRAIN,

SEE D5/S-510 TYP

5" CONCRETE

SLAB ON GRADE,

TYPICAL. SEE

NOTE 7

E7

S-510

BOLLARD,

SEE C5/S-510

TYP

EDGE OF

PHASE I SLAB

EDGE OF

PHASE I SLAB

F5

S-510

TYP AT

COLUMNS

F5

S-101

4'-0" WIDE x 2" WASH

A5

S-510

PROVIDE (2)

3/4"ø COIL

RODS FROM

COLUMN INTO

GRADE SLAB

WITH

HORIZONTAL

SLOTTED

INSERTS

727'-9"

729'-5"

ETW

729'-5"

ETW

733'-9"

ETW

ETW

TYP LINE H

730'-6"

730'-6"

730'-6"

ETW

ETW

ETW

729'-5"

ETW

727'-9"

ETW

7'-0" 5'-0"

NOTE 16

NOTE 16

BOLLARD, SEE B1/S-510

NOTE 16

NOTE 16

E Q

E Q

E Q

E

Q EQ EQ EQ

LEVEL P2

EL 741'-8"

LEVEL P3

EL 753'-4"

LEVEL P4

EL 765'-0"

LEVEL P1

EL VARIES

EXIT

ENTRY/EXIT

ENTRY/EXIT

ENTRY

DASHED LINE REPRESENTS

PHASE I STRUCTURE

1. REFER TO SHEET S-001 FOR GENERAL NOTES.

2. REFER TO DETAIL E7/S-101 FOR PLAN ELEVATION KEY.

3. REFER TO CIVIL DRAWINGS FOR EXTERIOR GRADE

ELEVATIONS.

4. REFER TO ARCHITECTURAL DRAWINGS FOR ENTRY /

EXIT PLANS.

5. REFER TO "S-400" SERIES AND ARCHITECTURAL

DRAWINGS FOR STAIR AND STAIR / ELEVATOR PLANS,

ELEVATIONS, STAIR DETAILS, AND SECTIONS.

6. REFER TO PLUMBING DRAWINGS FOR FLOOR DRAIN

LOCATIONS AND DETAILS.

7. CONCRETE INTERIOR SLAB ON GRADE SHALL BE 5"

THICK, UNDERLAIN BY 6" MINIMUM LAYER OF FREE

DRAINING BASE COURSE AND REINFORCED WITH #3 @

18" ON CENTER EACH WAY PLACED 2" CLEAR FROM TOP

OF SLAB. ALSO SEE GENERAL NOTE III.C.7 ON SHEET S-

001. GEOTECH SUPPLEMENTAL REPORT STATES TO

REMOVE 4 FEET OF EXISTING FILL BELOW FINISHED

GRADE AND REPLACE WITH ENGINEERED FILL. REFER

TO THE GEOTECHNICAL REPORT FOR ADDITIONAL

INFORMATION REGARDING SUBGRADE PREPARATION.

PROVIDE 1/2" JOINT FILLER AT GRADE SLAB AROUND

COLUMNS, TYPICAL. SEE F5/S-510.

8. USE STRAIGHT LINE INTERPOLATION FOR FLOOR

ELEVATION BETWEEN THOSE INDICATED.

9. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN CIP

WALLS PER DETAIL A3/S-501 AND DETAIL B3/S-501 TO

MATCH JOINT IN SLAB ON GRADE.

10. PROVIDE CORNER REINFORCEMENT FOR CIP WALLS

PER DETAIL C3/S-501 AND DETAIL D3/S-501 AS

REQUIRED.

11. INDICATES PLAN MATCH LINE.

12. SEE SHEET S-321 FOR SHEAR WALL DETAILS.

13. REFER TO SHEET S-501 AND SHEET S-510 FOR TYPICAL

DETAILS.

14. GRADE SLAB IN ELECTRICAL ROOMS TO BE UNDERLAIN

BY 2" THICK LAYER OF SAND OVER A VAPOR RETARDER.

SEE SPECIFICATION 03 30 00.

15. GRADE SLAB IN SNOW DUMP AREAS TO BE 8" THICK AND

REINFORCED WITH #4 @ 6" OC PLACE AT MID-DEPTH.

USE FIBER-REINFORCED CONCRETE IN THESE AREAS

(MINIMUM DOSAGE FIBRILLATED POLY PROPYLENE

FIBERS PER SPECIFICATIONS)

16. FLOOR ELEVATIONS ALONG D ARE INTENDED TO MATCH

EXISTING FLOOR ELEVATIONS OF EXISTING GARAGE

ALONG LINE C. VERIFY IN FIELD.

F

1.1

721'-3

721'-3"

VIF

10'-3" ± 1'-0"

A7

S-510

SIM

LOCATION EDGE OF

CONCRETE TO

MATCH END OF WALL

ELEVATION TOP OF

SLAB AT THIS EDGE

TO MATCH EXISTING

SURFACE

ETW

728'-0"

ETW

728'-0"

NOTE 15

BRING WALL TO

FACE OF

EXISTING CURB

EXISTING CIP

CURB, REMOVE

AND REPLACE

PER CIVIL

ELEVATION TOP OF

EXISTING GRADE

APPROXIMATELY

720'-9" VIF

ELEVATION TOP OF

EXISTING GRADE

APPROXIMATELY

720'-9" VIF

C

D

E

SNOW DUMP

AREA

SEE NOTE 15

16'-0"

F1

S-511

C7

S-101

727'-0"

727'-0

727'-0" 727'-0

726'-8"

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-101

BID ITEM 1, 2 AND 3 (DEDUCT) LEVEL P1 PLAN

EXPAND PARKING GARAGE 589-401

RES MAP

0 8' 16' 32'

1/16" = 1'-0"

1/16" = 1'-0"E3

LEVEL P1 PLAN

(BID ITEM 1, 2 AND 3)

GENERAL SHEET NOTES

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

VERIFY THAT THERE IS A MINIMUM OF HEADROOM

BETWEEN ALL DRIVING SURFACES AND OVERHEAD

BEAMS PRIOR TO PLACING CONCRETE.

8'-4"

BID ITEM 1 (BASE BID) ISOMETRIC

E7

PLAN ELEVATION KEY

F7

FLOOR ELEVATION LEGEND

N

S

W

E

0 2' 4' 8'

1/4" = 1'-0"

1/4" = 1'-0"F1

SNOW DUMP AREA WEST SIDE

C7

VERTICAL PANEL/PANEL

CONNECTION

0 2' 4' 8'

1/4" = 1'-0"

1/4" = 1'-0"F5

SNOW DUMP AREA NORTH SIDE

FD FD FD FD

C

C5

S-401 C5

S-402

D

E

F

G

H

1.1 2 3 4 5 6 7 8 9 10 10.9 11

1'-0" 12'-3" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 12'-3" 1'-0"

314'-6"

F.4

NOTE 3 AT LINE H

COLUMNS, TYPICAL

STAIR C STAIR D

F5

S-523

G TO H

F5

S-523

F5

S-523

B5

S-522

SEE NOTE 2

741'-9" 741'-9

741'-8"

0' -1

0"

741'-3"

0' -1

0"

741'-3"

0' -1

0" 741'-3"

0' -1

0"

741'-8

741'-9 "741'-9"

741'-8"

741'-8"

741'-8"

741'-8"

741'-8"

741'-8"

741'-8"

741'-8"

1'

-8

1' -8

1' -6

/2

741'-5"

741'-8" 740'-1

0" 741'-3"

0'

-1 0"

741'-3"

0' -1

0" 741'-3"

0' -1

0"

1' -8

1' -5

1' -8

1' -8

1' -8

1' -8

1' -8

1' -8

1' -8

1' -8

" 741'-8"

741'-6 1/2"

741'-8"

D3

S-524

AT COLUMNS

BID ITEM 3 (DEDUCT) ONLY

1. SEE SHEET S-103 FOR TYPICAL SHEET NOTES AND

LOCATIONS OF TYPICAL DETAIL REFERENCES (UNLESS

NOTED).

2. TRAFFIC TOPPING OVER ROOM. EXTEND 2'-0" PAST FACE

OF WALLS BELOW. SEE DETAILS B1 AND B3/S-502 FOR

TERMINATION DETAILS. CONCRETE FINISH AT TRAFFIC

TOPPING AREAS SHALL BE AS REQUIRED BY TRAFFIC

TOPPING INSTALLER.

3. RECESSED BOXES ANTICIPATED IN PRECAST CONCRETE

FOR EXTERIOR SCONCES ALONG LINE H. SEE

ELECTRICAL DRAWINGS.

LEVEL P2

EL 741'-8"

LEVEL P3

EL 753'-4"

LEVEL P4

EL 765'-0"

LEVEL P1

EL VARIES

ENTRY/EXIT

ENTRY/EXIT

DASHED LINE REPRESENTS

PHASE I STRUCTURE

EXIT

ENTRY

LEVEL P2

EL 741'-8"

LEVEL P3

EL 753'-4"

LEVEL P4

EL 765'-0"

LEVEL P1

EL VARIES

ENTRY/EXIT

ENTRY/EXIT

DASHED LINE REPRESENTS

PHASE I STRUCTURE

EXIT

ENTRY

LEVEL P2

EL 741'-8"

LEVEL P3

EL 753'-4"

LEVEL P4

EL 765'-0"

LEVEL P1

EL VARIES

ENTRY/EXIT

ENTRY/EXIT

DASHED LINE REPRESENTS

PHASE I STRUCTURE

EXIT

ENTRY

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-102

BID ITEM 1, 2 AND 3 (DEDUCT) LEVEL P2 PLAN

EXPAND PARKING GARAGE 589-401

RES MAP

0 8' 16' 32'

1/16" = 1'-0"

1/16" = 1'-0"F3

LEVEL P2 PLAN

(BID ITEM 1, 2 AND 3)

GENERAL SHEET NOTES

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

VERIFY THAT THERE IS A MINIMUM OF HEADROOM

BETWEEN ALL DRIVING SURFACES AND OVERHEAD

BEAMS PRIOR TO PLACING CONCRETE.

8'-4"

BID ITEM 1 (BASE BID) ISOMETRIC

N

S

W

E

BID ITEM 2 (DEDUCT) ISOMETRIC

BID ITEM 3 (DEDUCT) ISOMETRIC

FD FD FD FD

C

F4

S-301

F4

S-301

D

E

F

G

H

1.1 2 3 4 5 6 7 8 9 10 10.9 11

1'-0" 12'-3" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 12'-3" 1'-0"

314'-6"

F.4

STAIR C STAIR D

C5

S-401

C5

S-402

B3

S-522

B3

S-522

B3

S-522

B5

S-522

B3

S-522

B3

S-522

B3

S-522

B5

S-522

F1

S-522

1 TO 5

2 TO 5

F1

S-522

F1

S-522

6 TO 11

6 TO 10

F1

S-522

E5

S-522

E5

S-522

B1

S-522

TYP

F5

S-522

3 TO 9

C2

S-551

C2

S-551

F5

S-551

F5

S-551

O.H.

E5

S-551

E5

S-551

O.H.

C5

S-551

F7

S-551

753'-5" 753'-5"

753'-4"

2' -6

752'-11"

2'

-6

'-1

1"

2'

-6

752'-11"

2'

-6

753'-5" 753'-5

'-4

3' -4

753'-4"

753'-2 1/2"

753'-4"

753'-4"

753'-4"

753'-4"

753'-4"

753'-4"

753'-4"

753'-4"

3'

-4

3'

-2

/2

753'-1"

753'-4"

'-6

752'-11" 752'-6

752'-11" 75 2' -6

752'-11" 75 2' -6

753'-1

3' -4

753'-4"75 3'

-4

3'

-4

'-4

3'

-4

'-4

'-4

'-4

3'

-4

SEE B1/S-521 AT FLOOR

DRAINS AND D7/S-523

AT RISERS, TYP

F3

S-522

E7

S-522

E7

S-551

E7

S-551

O.H.

F3

S-522

E7

S-522

E3

S-522

AT

COLUMNS

D3

S-524

AT COLUMNS

BID ITEM 2

(DEDUCT)

ONLY

B7

S-522

B7

S-522

F7

S-522

F7

S-522

ELEVATION TOP OF P/C

TEE = 752'-6" + 11" TOPPING

ELEVATION TOP OF P/C

TEE = 752'-3" + 4" TOPPING

ELEVATION TOP OF P/C TEE

= 752'-6" + 11" TOPPING

ELEVATION TOP OF P/C

TEE = 752'-3" + 4" TOPPING

NOTE 18

NOTE 18

NOTE 18NOTE 18

E1

S-522

AT COLUMNS

TYP

(5) #5 x 30'-0"

(5) #5 x 16'-0"

(5) #5 x CONT

(5) #5 x CONT

(5) #5 x CONT

(5) #5 x CONT

(5) #5 x CONT

(5) #5 x CONT

(5) #5 x CONT

(5) #5 x CONT

(5) #5 x 30'-0"

(5) #5 x 16'-0"

(5) #5 x CONT

(5) #5 x CONT

(3) #5 x CONT

(3) #5 x CONT

(3) #5 x 14'-0"

(3) #5 x 14'-0"

ELEVATION TOP OF P/C

TEE = 753'-1" + 4" TOPPING

ELEVATION TOP OF P/C

TEE = 753'-1" + 4"

TOPPING

NOTE 19

NOTE 19

NOTE 19

NOTE 19

NOTE 20

1. REFER TO SHEET S-001 FOR GENERAL NOTES.

2. REFER TO DETAIL E7/S-101 FOR PLAN ELEVATION KEY.

3. REFER TO DETAIL F7/S-103 FOR TYPICAL BAY PLAN.

4. REFER TO PLUMBING DRAWINGS FOR FLOOR DRAIN

LOCATIONS AND DETAILS.

5. REFER TO SHEET S-551 FOR COLUMN DETAILS.

6. REFER TO SHEET S-520 FOR BEAM DETAILS.

7. REFER TO SHEET S-521 FOR TEE DETAILS.

8. NOT USED

9. REFER TO "S-400" SERIES AND ARCHITECTURAL

DRAWINGS FOR STAIR AND STAIR / ELEVATOR PLANS,

ELEVATIONS, DETAILS, AND SECTIONS.

10. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE

LOCATIONS AND INFORMATION.

11. REFER TO THIS SHEET FOR TYPICAL DETAIL

REFERENCES.

12. ALL COLUMNS ARE CENTERED ON GRID LINES, UNLESS

NOTED.

13. USE STRAIGHT LINE INTERPOLATION FOR FLOOR

ELEVATION BETWEEN THOSE INDICATED.

14. NOT USED

15. REFER TO SHEET S-321 FOR SHEAR WALL DETAILS.

16. INDICATES PLAN MATCH LINE.

17. SEE DETAIL F3/S-502, B7/S-502, AND F7/S-502 FOR

TYPICAL SEALANT REQUIREMENTS.

18. FLOOR ELEVATIONS SHOWN ALONG LINE D ARE MEANT

TO MATCH EXISTING FLOOR ELEVATIONS OF EXISTING

GARAGE ALONG LINE C. THESE REPRESENT THE TOP OF

A 1" WASH FOR THE EXISTING GARAGE. SEE DETAIL F7/S-

522 FOR CLARIFICATION. VERIFY EXISTING ELEVATIONS

IN FIELD.

19. PROVIDE CLOSURE PLATES AND ATTACH TO COLUMNS

C/3 AND C/9 SIMILAR TO B3/S-412. PROVIDE 12" WIDE x 3'-5" TALL x 1/4" THICK FLAT PLATE AND ATTACH TO

COLUMNS C/1 AND C/11. SEE B3/S-412 FOR REMAINING

INFORMATION.

20. PRECAST DESIGNER TO DESIGN ROOF TEES FOR RAIN

LOAD ASSUMING FLOOR DRAIN IS PLUGGED AND WATER

PONDS IN NEARBY VICINITY TO A HEIGHT EQUAL TO THE

HIGH POINT SEPARATING THE PLUGGED DRAIN FROM

THE NEXT DRAIN OVER.

LEVEL P2

EL 741'-8"

LEVEL P3

EL 753'-4"

LEVEL P4

EL 765'-0"

LEVEL P1

EL VARIES

ENTRY/EXIT

ENTRY/EXIT

DASHED LINE REPRESENTS

PHASE I STRUCTURE

EXIT

ENTRY

WASH LINE

P C

C T

T

LEVEL P2

EL 741'-8"

LEVEL P3

EL 753'-4"

LEVEL P4

EL 765'-0"

LEVEL P1

EL VARIES

ENTRY/EXIT

ENTRY/EXIT

DASHED LINE REPRESENTS

PHASE I STRUCTURE

EXIT

ENTRY

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-103

BID ITEM 1 AND 2 (DEDUCT) LEVEL P3 PLAN

EXPAND PARKING GARAGE 589-401

RES MAP

0 8' 16' 32'

1/16" = 1'-0"

1/16" = 1'-0"F3

LEVEL P3 PLAN (BID ITEM 1 AND 2)

GENERAL SHEET NOTES

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

VERIFY THAT THERE IS A MINIMUM OF HEADROOM

BETWEEN ALL DRIVING SURFACES AND OVERHEAD

BEAMS PRIOR TO PLACING CONCRETE.

8'-4"

BID ITEM 1 (BASE BID) ISOMETRIC

N

S

W

E

F7

TYPICAL BAY PLAN

BID ITEM 2 (DEDUCT) ISOMETRIC

FD FD FD FD

C

C7

S-401

C7

S-402

D

E

F

G

H

1.1 2 3 4 5 6 7 8 9 10 10.9 11

1'-0" 12'-3" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 12'-3" 1'-0"

314'-6"

F.4

STAIR C STAIR D

765'-1" 765'-1"

765'-0" 76 4' -2

764'-7"

4'

-2 " 764'-7" 76

4' -2

" 764'-7"

4'

-2

765'-1" 765'-1

765'-0

5' -0

765'-0"

764'-10 1/2"

765'-0"

'-9

5'

-0

765'-0"

765'-0"

765'-0"

765'-0"

765'-0"

765'-0"

765'-0"

5' -0

4'

-1

1/ 2"

765'-0"

764'-9" 76 4' -2

764'-7"

4'

-2

764'-7"

4' -2

764'-7"

4' -2

765'-0"76 5'

-0

5'

-0

'-0

5'

-0

5'

-0

5'

-0

5'

-0

5'

-0

F8

S-523

F4

S-321

F4

S-321

F8

S-523

(4) #6 x 30'-0"

(4) #6 x 16'-0"

(4) #6 x CONT

(4) #6 x CONT

(4) #6 x CONT

(4) #6 x CONT

(4) #6 x CONT

(4) #6 x CONT

(4) #6 x CONT

(4) #6 x CONT

(4) #6 x 30'-0"

(4) #6 x 16'-0"

(4) #6 x CONT

(4) #6 x CONT

(3) #5 x CONT

(3) #5 x CONT

(3) #5 x 14'-0"

(3) #5 x 14'-0"

SEE NOTE 20

ON SHEET S-103

LEVEL P2

EL 741'-8"

LEVEL P3

EL 753'-4"

LEVEL P4

EL 765'-0"

LEVEL P1

EL VARIES

ENTRY/EXIT

ENTRY/EXIT

DASHED LINE REPRESENTS

PHASE I STRUCTURE

EXIT

ENTRY

1. SEE SHEET S-103 FOR TYPICAL SHEET NOTES AND

LOCATIONS OF TYPICAL DETAIL REFERENCES (UNLESS

NOTED).

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-104

BID ITEM 1 (BASE BID) LEVEL P4 PLAN

EXPAND PARKING GARAGE 589-401

RES MAP

0 8' 16' 32'

1/16" = 1'-0"

1/16" = 1'-0"F3

LEVEL P4 PLAN (BID ITEM 1)

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

VERIFY THAT THERE IS A MINIMUM OF HEADROOM

BETWEEN ALL DRIVING SURFACES AND OVERHEAD

BEAMS PRIOR TO PLACING CONCRETE.

8'-4"

GENERAL SHEET NOTES

BID ITEM 1 (BASE BID) ISOMETRIC

N

S

W

E

C

D

E

F

G

H

1.1 2 3 4 5 6 7 8 9 10 10.9 11

F.4

1'-0" 12'-3" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 12'-3" 1'-0"

314'-6"

"2

725'-3"

DPC-3 DP-3

725'-3"

DP-2DPC-4

725'-3"

DPC-4 DP-2

725'-3"

DPC-4 DP-2

725'-3"

DP-2DPC-4

725'-3"

DPC-4 DP-2

725'-3"

DPC-4 DP-2

725'-6"

DPC-4 DP-2

725'-6"

DPC-3 DP-3

726'-6"

DPC-9 DP-6

723'-2"

DPC-1 DP-1

723'-2"

DPC-1 DP-1

723'-6"

DPC-1 DP-4 DP-4

723'-6"

DPC-1

724'-3"

DPC-1 DP-1

724'-3"

DPC-1 DP-1

724'-6"

DPC-1 DP-1

721'-2"

DPC-1 DP-1

721'-9"

DPC-1 DP-4 DP-4

721'-9"

DPC-1

723'-3"

DPC-1 DP-1

722'-10"

DPC-1 DP-1

720'-6"

DPC-2 DP-6

DP-5

DP-5

DP-5

DP-5

690'-0"

695'-0" 695'-0" 695'-0" 695'-0" 695'-0" 695'-0" 695'-0" 695'-0"

695'-0"

690'-0"

680'-0"

680'-0"

675'-0"

680'-0" 685'-0" 690'-0" 690'-0" 690'-0" 690'-0" 695'-0" 695'-0"

695'-0"

700'-0"

680'-0" 685'-0" 685'-0" 690'-0" 690'-0" 695'-0" 700'-0"

SIM

A8

S-511

E8

S-511

A8

S-511

F4

S-511

D1

S-512

D1

S-512 F3

S-512

F3

S-512

B6

S-511

D5

S-512

B6

S-511

D5

S-512 F1

S-512

D5

S-512

NOTE 20

NOTE 20

NOTE 20

NOTE 20

NOTE 20

NOTE 19

NOTE 19

C1

S-402

C1

S-401

NOTE 21

NOTE 21

NOTE 21

717'-6"

717'-6"

ETF

ETF

ETF

723'-8"

724'-8"

ETF

D5

S-512

E1

S-501

720'-6"

GB-3

724'-0"

GB-3

GB-5

724'-0"720'-6"

GB-5

GB-1

GB-1

723'-6"

721'-9"

NOTE 21

724'-8"

ETF

724'-8"

ETF

F7

S-501

C4

S-511

C4

S-511

SIM

720'-6"

GB-5

SIM

OH

FROM E TO

SHEAR WALL

D3

S-512

D TO E

OF DP

6" TO CL

C1

S-511

FROM D TO

SHEAR WALL

GB-5

OF DP

6" TO CL

717'-6"

ETF

D1

S-510

720'-6"

ETF

723'-6"

D3

S-510

BOTH

ENDS OF

GB3

D3

S-510

BOTH

ENDS OF

GB3

NOTE 22

NOTE 22

NOTE 23

NOTE 23

NOTE 23

720'-6"

3 TO 8

DP-1

DP-1 DP-1

DP-1

S-321D7 S-321D7

S-321

D4

S-321

D4

NOTE 19

NOTE 20

NOTE 22

NOTE 19

NOTE 19

1. REFER TO SHEET S-001 FOR GENERAL NOTES.

2. PROVIDE 3" CLEAR COVER FOR ALL BOTTOM

REINFORCEMENT AND 2" CLEAR FOR ALL TOP

REINFORCEMENT, UNLESS NOTED.

3. ALL COLUMNS AND DRILLED PIERS ARE CENTERED ON

GRID LINES, UNO.

4. GENERAL CONTRACTOR: ANCHOR BOLTS, EMBED

PLATES, REINFORCING BAR CAGES WITH NMB SPLICES

(OR SIMILAR) OR ANY OTHER CONNECTION MATERIALS

THAT CONNECT THE PRECAST CONCRETE MEMBERS TO

THE CIP CONCRETE FOUNDATIONS ARE TO BE CLOSELY

COORDINATED WITH THE PRECAST SUPPLIER TO FULLY

UNDERSTAND THE LARGE MAGNITUDE OF THE EMBEDS

TO BE INSTALLED AND THE TIGHT TOLERANCES

REQUIRED.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE

DESIGN AND CONSTRUCTION OF ALL TEMPORARY

EXCAVATION BRACING, SHEETING AND SHORING.

6. COORDINATE PENETRATIONS IN WALLS, GRADE BEAMS,

AND P/C MEMBERS WITH MEP AND CIVIL DRAWINGS.

SHOW PENETRATIONS ON ALL SHOP DRAWINGS. VERIFY

FINAL LOCATION WITH STRUCTURAL BEFORE

CONSTRUCTING. SEE DETAIL F1/S-501 AND DETAIL F1/S-

510.

7. INTERCONNECTING GRADE BEAMS AND PIER CAPS

SHALL BE FINISHED IN THEIR ENTIRETY BEFORE

PRECAST IS ERECTED.

8. FOR UTILITIES NEAR FOUNDATIONS, SEE DETAIL F1/S-

510.

9. SEE CIVIL DRAWINGS FOR EXTERIOR GRADES,

UTILITIES, ADJACENT STRUCTURES AND PROPERTY

LINES. NOTIFY ENGINEER OF ANY CONFLICTS

IMMEDIATELY.

10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL

DRAWINGS.

11. SEE DRAWING S-101 FOR GRADE SLAB AND SUBGRADE

INFORMATION.

12. FOR ANCHOR BOLT REQUIREMENTS, SEE DETAILS A1/S-

551, C1/S-551, F1/S-551 AND F2/S-551.

13. CONTRACTOR TO PROTECT SUBGRADE FROM DAMAGE

DUE TO WEATHER.

14. TOP OF BEDROCK ELEVATION IS ESTIMATED BASED ON

ELEVATIONS OF SOUND MASSIVE LIMESTONE BEDROCK

PER BORINGS IN THE GEOTECHNICAL REPORT.

ESTIMATED BOTTOM OF DRILLED PIER ELEVATIONS ARE

FOR BIDDING PURPOSES ONLY. ADD 2'-0" TYPICALLY

FOR ROCK SOCKETS AND 3'-0" FOR DRILLED PIERS AT

EACH END OF SHEARWALLS. ASSUME 5'-0"

VERIFICATION HOLE IN AT LEAST 25% OF THE PIER

BOTTOMS. FINAL ELEVATION MUST BE VERIFIED BY

GEOTECHNICAL ENGINEER.

15. SEE SCHEDULES ON SHEET S-100 FOR GRADE BEAM,

DRILLED PIER CAP, AND DRILLED PIER SIZES,

REINFORCING, ETC.

16. PER THE GEOTECHNICAL REPORT, CASING MAY BE

REQUIRED DUE TO HIGH GROUNDWATER LEVELS,

LOOSE SOIL, ETC. TEMPORARY CASING IS REQUIRED

FOR ALL DOWNHOLE INSPECTIONS. SEE

GEOTECHNICAL REPORT FOR FURTHER INFORMATION.

17. PROVIDE PERIMETER DRAINAGE SYSTEM CONSISTING

OF PERFORATED PIPE, FREE DRAINING AGGREGATE

AND GEOTEXTILE FILTER FABRIC. SEE THE

GEOTECHNICAL SUPPLEMENTAL LETTER DATED MARCH

21, 2014.

18. TAKE THE EXCAVATION AN ADDITIONAL 2'-0" BELOW

GRADE BEAMS AND DRILLED PIER CAPS AND BRING

BACK TO DESIGN BASE WITH GRANULAR FILL. SEE

GEOTECHNICAL SUPPLEMENTAL LETTER DATED MARCH

21, 2014.

19. THESE REPRESENT UNDERGROUND UTILITY LINES

WHICH ARE EITHER ABANDONED OR TO BE REMOVED.

SEE CIVIL.

20. UTILITY LINE TO REMAIN, WHERE NOTED. IT IS

CONTRACTOR'S RESPONSIBILITY TO LOCATE AND

PROTECT AS REQUIRED WHILE EXCAVATING AND

CONSTRUCTING FOUNDATIONS. SEE CIVIL.

21. EXISTING ABANDONED STORM PIPE NEAR THIS

LOCATION. CORE THROUGH IF LOCATION CONFLICTS

WITH DRILLED PIER LOCATION. PROVIDE PERMANENT

STEEL CASING FOR THIS DRILLED PIER.

22. EXPECT UTILITY LINES UNDER WALLS/FOOTINGS OF

WEST SNOW DUMP AREA AND ELECTRICAL ROOM. SEE

DETAIL F1/S-510.

23. UNCOVER AND SURVEY LOCATION OF UTILITIES TO

REMAIN. COORDINATE WITH PRECASTER FOR GAPS OR

CUTOUTS NEEDED IN PRECAST GRADE WALLS.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-110

BID ITEM 4, 5 AND 6 (DEDUCT) FOUNDATION

PLAN

EXPAND PARKING GARAGE 589-401

RES MAP

1/16" = 1'-0"F3

FOUNDATION PLAN

(BID ITEM 4, 5 AND 6)

GENERAL SHEET NOTES

N

S

W

E