Attachment 003 Colonnade Repair Drawings.pdf

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

WOOTON HALL COLONNADE REPAIR

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

TITLE SHEET

T100 1 612/28/23

REH

REH

FEJ 2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO 80526

XXX

3723-A

XXX

XXX

XXX

XXX

RANGE MANAGEMENT RESEARCH

2995 KNOX STREET

LAS CRUCES, NM 88003

PROJECT LOCATION

LAS CRUCES

CONTRACT NO:12805B23D0001

AGRICULTURAL RESEARCH SERVICE

U.S. DEPARTMENT OF AGRICULTURE

RANGE MANAGEMENT RESEARCH

WOOTON HALL COLONNADE REPAIR

ASSET #623515B001

LAS CRUCES, NEW MEXICO

DRAWING NO.SHEET NO. TITLE

T100

AD100

AD200

AD201

A100

A200

TITLE SHEET

EXISTING COLONNADE PLAN DEMOLITION

EXISTING COLONNADE DETAILS

REFERENCE PHOTOS

COLONNADE PLAN

DETAILS

NO SCALEVICINITY MAP

N

INDEX OF DRAWINGS LOCATION MAP NO SCALE

N

ORDER NO:12805B23F0260

PROJECT

LOCATION

BID DESCRIPTION

BASE BID:

ALL WORK ASSOCIATED WITH UNDERPINNING THE SOUTH COLONNADE AS

REQUIRED TO RESTORE THE COLONNADE TO ITS ORIGINAL VERTICAL

POSITION. THE COLONNADE STRUCTURE HAS SETTLED AND ROTATED TO

THE SOUTH TO AN APPROXIMATE .26 DEGREE ANGLE CREATING A 1" GAP,

AT ITS TOP, FROM THE MAIN WOOTON HALL STRUCTURE.

BID ALTERNATE #1:

ALL WORK ASSOCIATED WITH UNDERPINNING THE WEST COLONNADE AS

REQUIRED TO RESTORE THE COLONNADE TO ITS ORIGINAL VERTICAL

POSITION. THE COLONNADE STRUCTURE HAS SETTLED AND ROTATED TO

THE WEST TO AN APPROXIMATE .26 DEGREE ANGLE CREATING A 1" GAP, AT

ITS TOP, FROM THE MAIN WOOTON HALL STRUCTURE.

BASE BID AND BID ALTERNATE CONTAIN:

DEMOLITION OF EXISTING CONCRETE SIDEWALK, INSTALLATION OF

HYDRAULIC PIERS UNDER COLONNADE FOOTINGS TO RESTORE THE

COLONNADES TO ORIGINAL POSITION, INSTALLATION OF NEW CONCRETE

SIDEWALKS, MINOR REPAIR OF EXTERIOR FINISHES, AND INSTALLATION OF

SEALANT TO SEAL OPENINGS.

jferguson

2' -0

14'-9"+/-

16'-0"+/-

2' -0

2'

-0

2' -0

2'-0" 2'-0" 2'-0" 2'-0"

STREET CURB. PROTECT DURING CONSTRUCTION

ACTIVITIES. RESTORE TO ORIGINAL CONDITION IF

DAMAGED BY CONSTRUCTION ACTIVITIES.

SAWCUT ALONG EXISTING

CONTROL JOINT AND REMOVE

EXISTING 4" REINFORCED

(6"X6"X#10X#10 W.W.M.)

CONCRETE SIDEWALK TO

EXTENTS INDICATED.

SAWCUT AND REMOVE

EXISTING 4" REINFORCED

(6"X6"X#10X#10 W.W.M.)

CONCRETE SIDEWALK TO

EXTENTS INDICATED.

11'-8"+/-

134'-8"+/-

24'-1 3/8"

'-3

/4

COLONNADE STRUCTURE

SEE DETAIL 1/AD200

COLONNADE STRUCTURE

SEE DETAIL 1/AD200

WOOTON HALL

EXISTING CAST IRON TREE GRATES,

DELIVER TO OWNER FOR STORAGE

ON SITE TYPICAL OF 2.

16'-10"+/- 8'-0

6' -0

3'-0"+/-

6'

REMOVE EXISTING SOLID

STEEL GRATE COVER.

TYPICAL OF 4.

REMOVE EXISTING CONCRETE DRAINAGE SWALE COMPLETE

TO FLUSH WITH THE BACK OF STREET CURB. TYPICAL OF 4.

REMOVE EXISTING 4" REINFORCED (6"X6"X#10X#10 W.M.)

CONCRETE SIDEWALK TO EXTENTS INDICATED. RETAIN

EXISTING GRANULAR BASE.

EXISTING CONCRETE SIDEWALK

TO REMAIN IN PLACE. PROTECT

DURING CONSTRUCTION

ACTIVITIES.

EXISTING CONCRETE SIDEWALK

TO REMAIN IN PLACE. PROTECT

DURING CONSTRUCTION

ACTIVITIES.

EXISTING CONCRETE SIDEWALK

TO REMAIN IN PLACE. PROTECT

DURING CONSTRUCTION

ACTIVITIES.

0'

-6

149'-9"+/-

GRANULAR GROUND COVER. MAINTAIN

AND PROTECT FROM CONTAMINATION OF

CONSTRUCTION DEBRIS.

STREET CURB. PROTECT DURING

CONSTRUCTION ACTIVITIES. RESTORE

TO ORIGINAL CONDITION IF DAMAGED

BY CONSTRUCTION ACTIVITIES.

REMOVE GRANULAR BASE AND ADDITIONAL SOILS AS REQUIRED

TO INSTALL UNDERPINNING SYSTEM. STOCKPILE GRANULAR BASE

AND SOILS FOR REINSTALLATION AFTER UNDERPINNING IS

INSTALLED.

REMOVE GRANULAR BASE AND ADDITIONAL SOILS AS REQUIRED

TO INSTALL UNDERPINNING SYSTEM. STOCKPILE GRANULAR BASE

AND SOILS FOR REINSTALLATION AFTER UNDERPINNING IS

INSTALLED. TYPICAL AT 12 LOCATIONS.

REMOVE EXISTING SOLID

STEEL GRATE COVER.

TYPICAL OF 3.

SAWCUT ALONG EXISTING

CONTROL JOINT AND REMOVE

EXISTING 4" REINFORCED

(6"X6"X#10X#10 W.W.M.)

CONCRETE SIDEWALK TO

EXTENTS INDICATED.

BASE BID: ALL WORK ASSOCIATED WITH THE SOUTH COLONNADE.

REMOVE EXISTING 4" REINFORCED (6"X6"X#10X#10 W.M.)

CONCRETE SIDEWALK TO EXTENTS INDICATED. RETAIN

EXISTING GRANULAR BASE.

GRANULAR GROUND COVER.

MAINTAIN AND PROTECT FROM

CONTAMINATION OF

CONSTRUCTION DEBRIS.

BID ALTERNATE #1: ALL WORK ASSOCIATED WITH THE WEST COLONNADE.

EXISTING

CONTROL

JOINT

'-8

EXISTING CONTROL JOINT

FRENGER STREET

KN

O

X

ST

R

EE

T

S-1

S-2

S-3

S-4 S-5

S-6

W-3 W-1

W-2

W-4

S-4 PHOTOGRAPH KEY SEE SHEET AD201 FOR

PHOTOGRAPHS OF TYPICAL CONDITIONS

LEGEND

SEWER CLEANOUTS.

PROTECT DURING

CONSTRUCTION

SEWER NEUTRALIZATION

SUMP TO REMAIN. PROTECT

DURING WORK.

6' -0

16'

BUILDING GROUNDS TO REMAIN.

REINSTALL INTO NEW WORK

BUILDING GROUNDS TO REMAIN.

REINSTALL INTO NEW WORK

6' -6

W-5

S-9

S-7

S-8

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

WOOTON HALL COLONNADE REPAIR

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

EXISTING COLONNADE PLAN DEMOLITION

AD100

2 612/28/23

REH

REH

FEJ 2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO 80526

XXX

3723-A

XXX

XXX

XXX

XXX

0 16'8'4' 24'

SCALE: 1/8"= 1'-0"

SCALE:

EXISTING COLONNADE PLAN DEMOLITION

1/8" = 1'-0"

AD100

Stamp

BOTTOM OF FOUNDATION

-3'-0"± (3881.5') B.F.F.

WOOTON HALL F.F.E.

0'-0"(3884.5')

TOP OF WALKWAY

VARIES 8"± TYPICAL

7'- 5"

7'-

0"

'-0

1'-0"±

2'-0"±

BOTTOM OF FOUNDATION

-3'-0"(3881.5') B.F.F.

F.F.E.

0'-0"(3884.5')

TOP OF WALKWAY

VARIES

1'- 0"

3'-4"±

EXISTING PRECAST CAP

EXISTING (2) CONT. #5 IN

KNOCK OUT BOND BEAM

EXISTING SOLID

FILLED 12" CMU

EXISTING STUCCO FINISH

EXISTING (2) #8 VERTICAL

BAR EACH CELL

EXISTING PRECAST TRIM

EXISTING STONE VENEER

EXISTING METAL TRIM

EXISTING 4" WALKWAY SLAB TO

BE DEMOLISHED TO EXTENTS

SHOWN ON SHEET AD100

EXISTING DOWELS

EXISTING (3) #4 BARS CONT # 4 @ 24"O.C.

TRANS.. MIN. (2) TRANS BARS EA.

PER PILASTER

EXISTING (2) #8 VERTICAL

BAR EACH CELL

EXISTING #8 @ 12" O.C. VERTICAL

EXISTING STUCCO FINISH

EXISTING PRECAST TRIM

EXISTING MASONRY VENEER

EXISTING SOLID

FILLED 12" CMU

EXISTING 4" WALKWAY SLAB

EXISTING (3) #4 BARS CONT # 4 @ 24"O.C.

TRANS.. MIN. (2) TRANS BARS EA.

PER PILASTER

EXISTING DOWELS

EXISTING PAINTED 8"x2"x14" STEEL TUBE

TRELLIS MEMBERS @ 24" O.C. TYPICAL.

EXISTING PRECAST CAP

EXISTING (2) CONT. #5 IN

KNOCK OUT BOND BEAM

REMOVE ALL EXISTING

SEALANT AND BACKER

RODS COMPLETE

EXISTING STUCCO FINISH

AT BUILDING

THE INTENT OF THIS PROJECT IS TO CORRECT AND STABILIZE THE ROTATIONAL FAILURE OF THE

SOUTH AND WEST COLONNADE STRUCTURES. BOTH STRUCTURES HAVE AN APPROXIMATE .5°

ROTATIONAL FAILURE THAT HAS PRODUCED A 0" TO 1" SEPARATION FROM THE MAIN WOOTON HALL

STRUCTURE.

NOTE:

EXISTING EXTERIOR WALL

OF WOOTON HALL

RETAIN EXISTING GRANULAR FILL

RETAIN EXISTING COMPACTED SOILS

.26°±

90° VERTICAL ORIGINAL

COLONNADE POSITION

.5°± ROTATION FROM VERTICAL

SEE SHEET AD201 FOR PHOTOGRAPHS OF TYPICAL CONDITIONS

NOTE:

DRAWING IS FOR REFERENCE ONLY. INDICATES COLONNADE REINFORCING

NOTE:

ORIGINAL DESIGN DOCUMENTS INDICATE THAT THE

TRELLIS MEMBERS ARE ANCHORED TO STEEL PLATE

AS SHOWN. SITE FIELD INVESTIGATION REVEALS THAT,

IF THE MEMBERS WERE INSTALLED AS DESIGNED, THE

CONNECTION HAS FAILED. SEE PHOTOGRAPH S-3 ON

SHEET AD201.

NOTE:

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

WOOTON HALL COLONNADE REPAIR

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

EXISTING COLONNADE DETAILS

AD200

3 612/28/23

REH

REH

FEJ 2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO 80526

XXX

3723-A

XXX

XXX

XXX

XXX

2'

SCALE: 1"=1'-0"

0 1' 3'

SCALE:

EXISTING COLANNADE SECTION

1" = 1'-0"

AD200 SCALE:

EXISTING TYPICAL COLANNADE REINFORCING ELEVATION

1" = 1'-0"

AD200

SOUTH COLONNADE

WEST COLONNADE

S-1 LOOKING EAST S-2 LOOKING AT WEST END S-3 LOOKING AT TRELLIS BAR SEPARATION S-4 LOOKING AT EAST END INTERIOR OF COLONNADE S-5 LOOKING AT EAST END

S-6 LOOKING WEST

W-1 LOOKING NORTH

W-3 LOOKING AT SOUTH END

W-2 LOOKING NORTH W-4 LOOKING SOUTH

SEPARATION SEPARATIONSEPARATION

SEPARATION

S-7 SEWER CLEANOUTS S-8 NEUTRALIZATION SUMP S-9 TYPICAL BUILDING GROUND

W-5 LOOKING SOUTH

TREES SHOWN IN PICTURES HAVE BEEN REMOVED FROM SITE

COMPLETE BY NMSU. SEE PICTURE W-5.

NOTE:

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

WOOTON HALL COLONNADE REPAIR

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

REFERENCE PHOTOS

AD201

4 612/28/23

REH

REH

FEJ 2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO 80526

XXX

3723-A

XXX

XXX

XXX

XXX

2' -0

2'

-0

2'-0" 2'-0" 2'-0" 2'-0"

STREET CURB. PROTECT

DURING CONSTRUCTION

ACTIVITIES. RESTORE TO

ORIGINAL CONDITION IF

DAMAGED BY CONSTRUCTION

ACTIVITIES.

COLONNADE STRUCTURE SEE 5/A200

WOOTON HALL

PROVIDE NEW GRATE. SEE

DETAIL 3/A200. TYPICAL OF 3

8'-0

3'-0"+/-

6'

PROVIDE CONCRETE DRAINAGE SWALE TO FLUSH WITH THE

BACK OF STREET CURB. SEE DETAIL 4/A200. TYPICAL OF 4.

PROVIDE 10 MIL. VAPOR BARRIER, 6" REINFORCE

(6"X6"X#10X#10 W.M.) CONCRETE SIDEWALK TO EXTENTS

INDICATED. SEE DETAILS 1/A200 AND 2/A200

EXISTING CONCRETE SIDEWALK

TO REMAIN IN PLACE. PROTECT

DURING CONSTRUCTION

ACTIVITIES.

EXISTING CONCRETE SIDEWALK.

PROTECT DURING CONSTRUCTION

ACTIVITIES.

EXISTING CONCRETE SIDEWALK

TO REMAIN IN PLACE. PROTECT

DURING CONSTRUCTION

ACTIVITIES.

EXISTING GRANULAR GROUND COVER.

MAINTAIN AND PROTECT FROM

CONTAMINATION OF CONSTRUCTION DEBRIS.

STREET CURB. PROTECT DURING

CONSTRUCTION ACTIVITIES. RESTORE

TO ORIGINAL CONDITION IF DAMAGED

BY CONSTRUCTION ACTIVITIES.

PROVIDE COMPACTED FILL

(EXISTING AND NEW SOILS AS

REQUIRED) AND REINSTALL THE

GRANULAR BASE FROM STOCKPILE

AT PIER EXCAVATION.

BASE BID:

ALL WORK ASSOCIATED WITH UNDERPINNING THE SOUTH

COLONNADE AS REQUIRED TO RESTORE THE COLONNADE TO ITS

ORIGINAL VERTICAL POSITION. THE COLONNADE STRUCTURE HAS

SETTLED AND ROTATED TO THE SOUTH TO AN APPROXIMATE .26

DEGREE ANGLE CREATING A 1" GAP, AT ITS TOP, FROM THE MAIN

WOOTON HALL STRUCTURE.

EXISTING GRANULAR GROUND

COVER. MAINTAIN AND PROTECT

FROM CONTAMINATION OF

CONSTRUCTION DEBRIS.

BID ALTERNATE #1:

ALL WORK ASSOCIATED WITH UNDERPINNING THE WEST COLONNADE AS

REQUIRED TO RESTORE THE COLONNADE TO ITS ORIGINAL VERTICAL

POSITION. THE COLONNADE STRUCTURE HAS SETTLED AND ROTATED TO

THE WEST TO AN APPROXIMATE .26 DEGREE ANGLE CREATING A 1" GAP, AT

ITS TOP, FROM THE MAIN WOOTON HALL STRUCTURE.

P79 P80

P77 P78

P75 P76

P73 P74

P71 P72 P69 P70

P67 P68

P65 P66

P63 P64

P61 P62

P59 P60

P57 P58

P55 P56

P49

P3

P4

P1

P2

P7

P8

P5

P6

P11

P12

P9

P10

P15

P16

P13

P14

P19

P20

P17

P18

P23

P24

P21

P22

P27

P28

P25

P26

P31

P32

P29

P30

P35

P36

P33

P34

P39

P40

P37

P38

P43

P44

P41

P42

P47

P48

P45

P46

P51 P52

P50

PROVIDE 4" REINFORCE

(6"X6"X#10X#10 W.M.) CONCRETE

SIDEWALK TO EXTENTS INDICATED.

PROVIDE 12" EXPANSION MATERIAL

AND SEALANT WHERE NEW

CONCRETE ABUTS EXISTING AND

OTHER NEW CONCRETE OR

VERTICAL SURFACE.

5' -3

9'-6"+/-

PROVIDE 4" REINFORCE

(6"X6"X#10X#10 W.M.) CONCRETE

SIDEWALK TO EXTENTS INDICATED.

PROVIDE 12" EXPANSION MATERIAL

AND SEALANT WHERE NEW WALL

ABUTS EXISTING AND OTHER NEW

CONCRETE OR VERTICAL SURFACE.

2' -0

MATCH

EXISTING

ELEVATION

'-2

P53 P54

39.939°

T.O.S.: MATCH

EXISTING

ELEVATION

T.O.S.: MATCH

EXISTING

ELEVATION

T.O.S.: MATCH

EXISTING

ELEVATION

T.O.S.: MATCH

EXISTING

ELEVATION

PROVIDE NEW GRATE. SEE

DETAIL 3/A200. TYPICAL OF 4. PROVIDE COMPACTED FILL

(EXISTING AND NEW SOILS AS

REQUIRED) AND REINSTALL THE

GRANULAR BASE FROM STOCKPILE

AT PIER EXCAVATION.

T.O.S.: MATCH

EXISTING

ELEVATION

T.O.S.: MATCH

EXISTING

ELEVATION

SLOPE 2%

PROVIDE #3 x 16" DOWELS @ 24"O.C. SET INTO 1"DIA. x 4" DEEP CORED HOLE AT

EXISTING 4" SLAB. ANCHOR WITH MINIMUM

4000PSI EPOXY GROUT. PROVIDE DOWELS

AT NEW ADJACENT SLAB WHEN PLACED.

ESTIMATED COLUMN

LOAD=24,993LB's @ 2,777 PER

SQ/FT. TYPICAL OF (6). SEE

DETAIL 2/A100

ESTIMATED COLUMN

LOAD=54,710LB's @ 2,777 PER

SQ/FT. TYPICAL OF (2).

ESTIMATED COLUMN LOAD=24,993LB's

@ 2,777 PER LF. TYPICAL OF (6).

SEE DETAIL 2/A100

123'-8"+/-

TOTAL ESTIMATED WEIGHT OF SOUTH COLONNADE = 325,000 LBS

TOTAL ESTIMATED WEIGHT OF

WEST COLONNADE = 250,000

MATCH

EXISTING

ELEVATION

PROVIDE CONCRETE DRAINAGE

SWALE TO FLUSH WITH THE BACK

OF STREET CURB. SEE DETAIL

4/A200. TYPICAL OF 4.

EXISTING CURB CUT

EXISTING CURB CUT

11'-8"+/-

EXISTING

CONTROL

JOINT

'-1

/4

PROVIDE #3 x 16" DOWELS @ 24"O.C. SET INTO 1"DIA. x 4" DEEP CORED HOLE AT

EXISTING SLAB 4". ANCHOR WITH MINIMUM

4000PSI EPOXY GROUT. PROVIDE AT NEW

ADJACENT SLAB WHEN PLACED.

PROVIDE 4" REINFORCE

(6"X6"X#10X#10 W.M.) CONCRETE

SIDEWALK TO EXTENTS INDICATED.

PROVIDE 12" EXPANSION MATERIAL

AND SEALANT WHERE NEW WALL

ABUTS EXISTING AND OTHER NEW

CONCRETE OR VERTICAL SURFACE.

PROVIDE 4" CRUSHED LIMESTONE

GRANULAR FILL. (580 SQ/FT +/-)

PROVIDE 4" CRUSHED LIMESTONE

GRANULAR FILL. (750 SQ/FT+/-)

MATCH EXISTING CURB

CUT ELEVATION

CONTROL JOINTS @ 5' O.C. TYPICAL

CONTRACTOR SHALL COMPLETE PIER SCHEDULE

LOG ON SHEET A200.

NOTE:

MATCH EXISTING

CURB CUT

ELEVATION

T.O.S. TOP OF SLAB

P1 PIER NUMBER

SQ/FT SQUARE FOOT

LEGEND

A200

A200

'-6

P31

P32

P29

P30

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

WOOTON HALL COLONNADE REPAIR

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

COLONNADE PLAN

A100 5 612/28/23

REH

REH

FEJ 2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO 80526

XXX

3723-A

XXX

XXX

XXX

XXX

EXCAVATION AREA AS REQUIRED

PIER AS SPECIFIED

OUTLINE OF

EXISTING

FOOTING

COLONNADE

STRUCTURE.REINFORCED

SOLID FILLED 12"X8"X16"

CMU BLOCK WITH STONE

MASONRY VENEER. SEE

5/A200

NEW SLAB LINE

SCALE: 3/8"=1'-0"

0 1' 2' 4' 8'

0 16'8'4' 24'

SCALE: 1/8"= 1'-0"

SCALE:

COLONNADE PLAN

1/8" = 1'-0"

A100

SCALE:

ENLARGED TYPICAL PLAN AT FOOTING

3/8" = 1'-0"

A100

SCALE:

COLONNADE WALKWAY DETAIL

1-1/2" = 1'-0"

A200

SCALE:

COLONNADE WALKWAY DETAIL @ COLUMN

1-1/2" = 1'-0"

A200

T.O. SLAB

MATCH EXISTING

2% SLOPE

6" x 6" x #10 x #10 W.W.M. CONT.

PROVIDE SEALANT AND 12"

EXPANSION MATERIAL

10 MIL VAPOR BARRIER

EXISTING GRANULAR BASE

EXISTING COMPACTED SOILS

PROVIDE LIGHT BROOM FINISH

PERPENDICULAR TO DIRECTION

OF TRAVEL

8"

LINE OF EXISTING BUILDING

T.O. SLAB

MATCH EXISTING

2% SLOPE

6" x 6" x #10 x #10 W.W.M. CONT.

(2) #4 CONT.

W/ #4 @ 48" O.C.

PROVIDE SEALANT AND 12"

EXPANSION MATERIAL

10 MIL VAPOR BARRIER

EXISTING COMPACTED SOILS

NEW 6" SLAB ON GRADE

PROVIDE LIGHT BROOM FINISH

PERPENDICULAR TO DIRECTION

OF TRAVEL

8"

LINE OF EXISTING BUILDING

PROVIDE SEALANT AND 12"

EXPANSION MATERIAL

(2) #4 CONT.

W/ #4 @ 48" O.C.

8"

8"

8"

EXISTING COLONNADE COLUMN

EXISTING COLONNADE FOOTING

8"

6" 6"

1'-9"6" 6"

10 MIL VAPOR BARRIER

EXISTING GRANULAR BASE

EXISTING COMPACTED SOILS

2'-0" 6" x 6" x #10 x #10 W.W.M. CONT.

NEW 6" SLAB ON GRADE

PROVIDE LIGHT BROOM FINISH

PERPENDICULAR TO DIRECTION

OF TRAVEL

TRENCH GRATE BASIS OF DESIGN:

DURA TECH MODEL: 20W24DI OR

APPROVED EQUAL.1 3 4" x 1 3 4" x14" ANGLE

CONT.

ANCHORS @ 16"O.C.

SCALE:

TRENCH AND GRATE DETAIL

1-1/2" = 1'-0"

A200

BOTTOM OF FOUNDATION

-3'-0"(3881.5') B.F.F.

F.F.E.

0'-0"(3884.5')

TOP OF WALKWAY

VARIES

7'- 5"

7'-

0"

'-0

EXISTING PRECAST CAP

EXISTING REINFORCED SOLID FILLED

12" CMU. SEE DETAIL 2/AD200

EXISTING STUCCO FINISH

EXISTING PRECAST TRIM

EXISTING MASONRY VENEER

EXISTING METAL TRIM

EXISTING PAINTED

STEEL 8"x2"x14" TUBE

PROVIDE NEW SEALANT AND

BACKER RODS CONT. AROUND

EXISTING TUBE STEEL.

EXISTING STUCCO FINISH

AT EXISTING BUILDING

1'-9"6" 6"

EXISTING GRANULAR BASE

SCALE:

CONCRETE DRAINAGE TROUGH DETAIL

1-1/2" = 1'-0"

A200

EXISTING COMPACTED SOILS

1" CHAMFER

(5) # 4 CONT.

W/#4 @ 24" O.C.

6" 6"

EXISTING SOILS EXCAVATION

FILL. CONTRACTOR SHALL

ENSURE TO NOT UNDERMINED

FOUNDATION DURING REPAIR

EXISTING GRANULAR BASE

EXCAVATION FILL

PROVIDE SEALANT AND 12"

EXPANSION MATERIAL

NEW 6" SLAB ON GRADE

PROVIDE LIGHT BROOM FINISH

PERPENDICULAR TO DIRECTION

OF TRAVEL

6" x 6" x #10 x #10 W.W.M. CONT.

(2) #4 CONT. W/ #4 @ 48" O.C.

EXISTING PRECAST CAP

EXISTING STUCCO FINISH

PROVIDE NEW SEALANT AND

BACKER RODS CONT. AT

JOINT BETWEEN COLONNADE

AND EXISTING BUILDING

SCALE:

COLONNADE SECTION

1" = 1'-0"

A200

SCALE:

COLONNADE BUILDING INTERSECTION DETAIL

1" = 1'-0"

A200

EXISTING EXTERIOR WALL

OF WOOTON HALL

EXISTING EXTERIOR WALL

OF WOOTON HALL

PROVIDE NEW SEALANT AND

BACKER RODS CONT. AT

JOINT BETWEEN COLONNADE

AND EXISTING BUILDING

EXISTING EXTERIOR WALL

OF WOOTON HALL

EXISTING COLONNADE WALL

EXISTING COLONNADE WALL

PLAN VIEW

SECTION VIEW

EXISTING STUCCO FINISH

EXISTING STUCCO FINISH

UNDERPINNING PIER SCHEDULE

PIER #

DESIGN DEPTH (IN FEET) INSTALLED DEPTH (IN FEET) AND RIGHT OF REFUSAL

DEPTH DEPTH RIGHT OF REFUSAL

SOUTH COLONNADE

P1 100' P2 100' P3 100' P4 100' P5 100' P6 100' P7 100' P8 100' P9 100' P10 100' P11 100' P12 100' P13 100' P14 100' P15 100' P16 100' P17 100' P18 100' P19 100' P20 100' P21 100' P22 100' P23 100' P24 100' P25 100' P26 100' P27 100' P28 100' P29 100' P30 100' P31 100' P32 100' P33 100' P34 100' P35 100' P36 100' P37 100' P38 100' P39 100' P40 100' P41 100' P42 100' P43 100' P44 100' P45 100' P46 100' P47 100' P48 100'

WEST COLONNADE

P49 100' P50 100' P51 100' P52 100' P53 100' P54 100' P55 100' P56 100' P57 100' P58 100' P59 100' P60 100' P61 100' P62 100' P63 100' P64 100' P65 100' P66 100' P67 100' P68 100' P69 100' P70 100' P71 100' P72 100' P73 100' P74 100' P75 100' P76 100' P77 100' P78 100' P79 100' P80 100'

(2) #4 CONT.

W/ #4 @ 48" O.C.

NEW UNDERPINNING PIER SYSTEM AS SPECIFIED

NEW FOUNDATION BRACKET

EXISTING SOILS EXCAVATION

FILL. CONTRACTOR SHALL

ENSURE TO NOT UNDERMINED

FOUNDATION DURING REPAIR

(2) #4 CONT. W/ #4 @ 48" O.C.

(2) #4 CONT W/ #4 @ 24" O.C.

2'-0" 2'-0"

EXISTING CURB

NEW DRAINAGE TROUGH

12" EXPANSION MATERIAL

WITH SEALANT

WATER FLOW

CONTRACTOR SHALL COMPLETE PIER SCHEDULE LOG ON SHEET

A200.

NOTE:

4" 6" x 6" x #10 x #10 W.W.M. CONT. 4" SLAB ON GRADE

PROVIDE LIGHT BROOM FINISH

PERPENDICULAR TO DIRECTION

OF TRAVEL

EXISTING GRANULAR BASE

EXISTING COMPACTED SOILS

SCALE:

TYPICAL SIDEWALK DETAIL

1" = 1'-0"

A200

CONTRACTOR SHALL ALLOW FOR REPAIR OF

50 SQUARE FEET OF STUCCO FINISH FOR

BASE BID AND BID ALTERNATE #1 FOR A

TOTAL OF 100 SQUARE FEET.

NOTE:

NEW UNDERPINNING PIER SYSTEM

AS SPECIFIED

NEW FOUNDATION BRACKET

REPLACE SOILS AND COMPACT

REPLACE GRANULAR BASE

SECTION AT CURB

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

WOOTON HALL COLONNADE REPAIR

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

DETAILS

A200 6 612/28/23

REH

REH

FEJ 2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO 80526

XXX

3723-A

XXX

XXX

XXX

XXX

2'

SCALE: 1"=1'-0"

0 1' 3'